HomeMy WebLinkAboutLion's Ridge Subdivision Filing 1 Block A and B0
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A PA RT OF SEC. 1 b� SEC. 12 , T. 5 S., R. 81 W. OF THE 6TH P. M.
EA GL E COUNTY, COLORADO
SH E E T 1 OF 2
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CONTINUATION OF SANDSTONE DRIVE � I
INTO TNE WHITE RIVER NATIONAL �� � st
FOREST IS TO BE CONSTRUCTED �'fj, ' �
UNDER PROVISIONS OF A SPECIAL � r���� �
PERMIT GRANTED BY THE UNITED� � � �
STATES GOVERfJMENT DEPT. OF � � �
AGRICULTURE, FOREST SERVICE�/ � N
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1.290
_ �ection I _ ► 300.00� 56,�92_
Section 12 ��o0 88°!749E 2�0.00 ---sw c-��
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ATTORNEY'S CERTIFICA'rE
;I �
I, , an attorney-at-law, diily licensed to practice before the courts of record of
CCLO1:�illU, ct� iiereby certify that 1 have examined the title of all lancl herein ah�ve platted and shown upon the written
Plat, an�l that title to such land is in the dedicators, free and clear of all liens anc� enc�zmbrances.
llated t�us day of , 19��9.
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'�ttoriiey-at-Law
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Dedication
Know all men by these presents, that the Lion's Ridge At Vail, a partnerehip being the owner hae laid out, platted
and subdivided into lots and blocks, the land shown on this plat, under the name and atyle of the Lion's Ridge Sub-
division and deacribed as follows:
That part of the SE 1/4 of thc� SE 1/4 of Section 1 and the North 1/Z of Section lZ in Township 5 So�ith, Ran�e 81 West
�f the 6th Yrincipal Meri�lian in Ea�le Couiity, (;:�l�rado, Be�innin� at a point on the South line of Section 1, T. SS. ,
R. 81W. , of the 6th P. M. , F,<i�,le County, Coloraclo, which is 281. 22 feet West of the S. E. Corner of said Section 1,
said point also bein� on the N��rtherly ri�ht-of-way line of U.S. Tnterstate FIi�hway No. 70: thence S.88°17'4�" W.
along said Northerly ri�ht-of-way line a dist,ance of 139. 05 feet; thence S. 1°42' 11" E. alon� said Northerly ri�ht-
of-way line a ciistance of 75. O1 feet; thence S. 59°57'06" W, alon� saici Northerly ri�;ht-of-way line a distance of
297.04 feet; thence alon� a curve to the left alon,� said Northerly ri�ht-of-way line whose tangent bears S. 59°30'29"
W. , havin� a radius of 5, 900. 00 feet and a c:entral angle of 6°40'00" an arc distance of f>86. 50 feet to a point of tangent;
thence S.52°50'29" W, alon� sai�3 tangent and alon� said Northerly ri�ht-of-way line a c�istance of 1,666.30 feet; thence
S. 72°58'35" W. alon� said Northerly right-�f-way line a distance of 319, 53 feet; thence S. 52°50'29" W, alc�ng said
Northerly ri�ht-of-way line a distance of 108. 80 feet; thence N. 37°09'31" W. a ciistance of 333. 35 feet; thence 1V. 59°
32'06" E. a distance of 1, Z50. 33 feet t� a point of curve; thence alon� said ct.irve to the left havin� a radius c�f 1, 711. 95
feet and a central an�le of 17°56'50" an arc distance of 53f�.25 feet; thence N. 0°03'25" E. a distance of 495. 18 feet to
a point on the So�ith line of said Section 1 which is 300. 00 feet West of the S. W. Corner of the SE 1/4 of the SE 1/4 of
said Section 1: thence N, 88 ° 17'49" E. alon� sai�i South line a distance of 300. 00 feet to the 5. W. Corner of tlze SE 1/4
of the SE 1/4 of said Section 1: thence N. 0°03'2�" E. al�ng the West line of the SE 1/4 of the SF. 1/4 of said Section 1
a distance of 769. 32 feet; thence alon� a curve to the right whose tangent bears N. 45 ° 11'26" E. , having a radius of
488.47 feet and a central angle of 22°12'34" an arc ciiatance of 189.34 feet to a P�int of tan�ent; thence N.67°24'00" E.
along said tangent a distance of 150. 00 feet to a point �f curve; thence along saicl �urve to the left having a radius of
941.64 feet and a central angle of 34°19'00" an arc distance of 5f�3. 98 feet to a ����int of tangent; thence N.33"05'00" F.
along said tangent a distance of 147. 63 feet to a point on the North line of said SF' 1/4 SE 1/4 of Section 1 which is
574. 87 feet West of the N. E. C�rner of said SE 1/4 SE 1/4; thence N. 87°48'35" E. along said North line a distance of
574. 8? feet to N. E. Corner of said SE 1/4 SE 1/-� thence S. 0° 04'45" W, along the East line c�f saici SE 1/4 of the SE 1/4
a distance of 84. 35 feet; thence S. 18°26'14" W. a distance of 147.58 feet; thence 5.27°19'-�9" W. a distance of 190.91
feet; thence S. 7°19'29" W. a distance of 86.95 feet; thence N. 16°58'll" W, a�listance of 87. 50 feet; thence S. 17°0'0'-�9"
W. a dietance uf 436. 00 feet; thence 5. 2°21' l l" E. a distance of 469. 00 feet; thence S. 1°46'29" W. a distance of
117. !�6 feet, more �r lesa, to the point of be�innin�; excepting therefrom, the portion described as beginning at a point
on the North line of said SE 1/4 SE 1/4which is 347. 36 feet West of the N.E , C�rner of saicl SF, 1/4 SE 1/4; thence
S. 87°48'35" W. alon� said N�rth line a distance of 154.02 feet; thence S. 33°05'00" W. a�iistance of 190. 07 feet to a
point of curve; thence along said curve to tlie right having a radius �f 1001, f�4 feet and a central an�le of 17°?6'24" an
arc distance of 304. 88 feet; thence S. 57°37'39" E. a distance of 126. 51 feet; thence N.49°35'10" E. a distanc.e of �
43. 05 feet to a point of curve; thence along said curve to the left having a radius of 388. 52 feet and a central angle of
26 °52'34" an arc distance of 182. 25 feet to a point of tangent; thence N. Z2 °4Z'36" E. along said tangent a distance of
85. 00 feet to a point of curve; thence along said curve to the ri�ht having a radius of 135. 00 feet and a central angle of
51 °46'54" an arc distance of 122. O1 feet to a point of reverse curve; thence along said curve to the left having a radius
of 75. 00 feet and a central angle of 51 °46'54" an arc distance of 67. 78 feet to a point of reverse curve; thence along
said curve to the right havin� a radius of 656.69 feet and a central angle of 8°24'12" an arc distance of 96.31 feet, more
or less to the point of beginning; containing 54. 982 acres, more or less, and do hereby grant to the County o£ Eagle,
State of Colorado, for the use of the public the Roads, Streets, Drives, Courts and Places hereon shown. The ease-
ments shown hereon are for public utility purposes and drainage.
Executed this day of A. D. , 1969•
Lion's Ridge At Vail, a partnership by Eagle County Development Corp. ,
a Colorado Corporation on behalf of Lion's Ridge At Vail, a partnership�
and as attorney in fact for Northwestern National Life Insurance Co.
�"�
Attest : By � ,
H. C. Gutjahr Frederick D. Green � ..
Assistant Secretary Vice President , '
STATE OF COLORADO ) se. `�� �
COiJNTY OF EAGLE )
The foregoin� dedication was acknowled�ed before me this day of A. D. 19 '� �;
b_ '
v
My Commiesion expire� "
. ,
WITNESS MY HAND AND SEAL ���
Notary Yublic
SURVEYOR'S CERTIFICATE
I, James D. McGillis, a registered land surveyor in the State of Colorado do hereby certify that there are no roads,
pipelines� irridation ditches or other easements in evidence or known to me to exist on or across said propert}� except
as shown on this plat. I cerrif�* that the survev repreaented by this plat was made under my direct supervision and that
this plat accuratelv reoresents said survey. Steel pins were set at ail bo�indary corne.rs and concrete moniime�ts were
set at street corners as required.
�,;s�'�.avm,a,� .�
, /U(.ciV..U.[.viv � .' ` `; . �";'e�
5urveyor a� ' ��' � �� ' '��
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1511 �'-'� ,�,{ r'6
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Colorado License Number '. �� � �,, o
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�PPRO�" aL OF PLANNING COMMISSION �� �� L'�E
APPRO�'ED by the EaEle Co�i�ty Flannin� Commission this �' day of , A. D. , 1969
by C:-? AI R'�'� A'�1.
A�P?ZC�"AL BZ BOARD OF COUNTY COMMISSIONERS
APPRC`"ED by t!:e �anle C�-:-�i�► 5oara of Comrnissioners. this day of , A. D. ,
196 9, by C F= �=R r2A'_�T.
�.ECCRDER'S CERTIFICATE
This olat was file� :^- rec--� � t?�e office " t'�e Count�- Clerk and Recorder of Eagle County, at `� •� ` M.
on the • � �?a ^t , _A. D. 19��Q, in Case , Drawer ' ,
c ecention ���. _ ,� � • . �
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Protective C ��-e��--*= �^z -�: _ -=e� :� = - ^k , Page , Fagle County Records.
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Co znty Clerk ancl Kecorder
PREPARED BY:
_ PHILLIPS•CARTER•REISTER AND ASSOCIATES, INC.
'.�'. ' ARCH/TECTS•ENGINEERS�PLANNERS DEI'�IVER, COLO.
JULY, /969
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A PART OF SEC. 1�r SEC. !2, T. 5 S., R.81 W. OF THE 6TH P. M.
EA GL E COUNT Y, COLORADO
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CURV E DATA
C�IRVE a R T L_ D
"1" ��°43'18" IT41.95' 350.00' 690.80' 3.�9°
"�" 36°16'00" 458.02' 150.00' c^89.92' 12.51°
"3" 76°a8'06" 2?7.56' 2�0.00' 3�2.06' 20.64�° �
"4" A4°31'36" 24?.60' 225.00' 355.26' 23.14° I
"5" 65°29�'�36" 3?6.53' 242•16' 430.40' 15.22° �'
"6" 50°03' I S" 4c^2. 52' 197. 2" 3F9. 12' 13. 5F. °
"7" 22°44'00" 262.30' S2.�3' 104.OT' �I.R4°
I��8�� 6°43'�4" - 1702.43' 1n0.0�' 199.�1� }�- 3.37°
"9" 19°16'IB" l�6.40' 10E.4�' �10.79' I 9�14°
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"10" 4°l�'16" 4085.93' 150.00' �99 90' l.40°
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"ll" 36°14'OC�" 458.47' 150.00' 2R9.93' 12.50°
"12" 34°►9'n0" 911.64' 300.no' S81.95' 5.90°
„l3�� 26° 52� 34�� 418. 52� 100.00� f 96. 32� 13. 69°
��14N 51° 46� 54�� 105.00� 50. 96� 94.89� 54.57°
��15�� 51°46� 54 105.00 50.96� 94.89� 54.57°
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PREPARED BY: •
pN!{ L!PS-CARTER•REISTER AND ASSOCIATES, INC.
4�HrTECTS-ENGrNEERS�PLANNERS DENVER, COLD.