HomeMy WebLinkAboutVail Lionshead Filing 3 Block 1 Lot 8 - Lion Square North Condominiums Amended�I ,i � �� I � � /' � /� 'i i �' ,- ,i T �� - �p ,'
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CERTIFICATE OF DEDICATION AND OWNERSHIP
KNOW ALL MCN BY THESE PRCSCNTS THAT LION SQUARE CONDOMINIUM ASSOCIATION, INC, REPRESENTING THE OWNERS
OF ALL THAT REAL PROPERTY SITUATED IN THE TOWN OF VAIL EAGLE COUNTY, COLORADO, DESCRBED AS FOLLOWS:
LION SQUARE NORTH CONDOMINIUMS, ACCORDING TO THE CON�OMINIUM PLAT RECORDED APRIL 16, 1975 IN BOOK 239
AT PAGE 4�08, COUNTY OF EAGLE, STATE OF COLORADO. TOGETHER WITH AN EASEMENT RECORDED AT RECEPTION No. 224911
DESCRIQED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF LOT 8, BLOCK t, VAIL/LIONSHEAD FILING No. 3; THENCE S 03'56'40" E ALONG
THE EAST I..INE OF SAID LOT 8 A DISTANCE OF 241.00 FEET; THENCE S 86'03�20�� W A DISTANCE OF 17J8 FEET TO THE
TRUG POINT OF BEGINNWG.
THENCE CONTINUING S 86'03'20" W A DISTANCE OF 44.50 FEET; THENCE N 03'S6'40" W A DISTANCE OF 2.80 FEET;
THENCE N 86'03'20" E A DISTANCE OF 44.50 FEET; THENCE S 03'56'40" E A DISTANCE OF 2.80 FEET TO THE
TRUE POINT OF BEGINNING.
SAI� PARCELS CONTAWING 0.952 ACRES, MORE OR LESS: HAVE BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED
TFIE SAME INTO LOTS AND BLOCKS AS SHOWN ON THIS CONDOMINIUM PLAT UNDER THE NAME AND STYLE OF:
AMENDED CONDOMINIUM PLAT LION SQUARE NORTH CONDOMINIUMS,
A SUBDIVISION W THE TOWN OF VAIL, EAGLE COUNTY, CO�ORADO; AND DO HEREBY ACCEPT THE RESPONSIBILITY FOR
THE COMPLETION OF REQUIRED IMPROVEMENTS; AND DO HEREBY DEDICATE AND SET APART ALL OF THE PUBLIC ROADS
AND OTHER PUBLIC IMPROVEMENTS AND PLACGS AS SHOWN DN THE ACCOMPANYING MAP TO THE USE OF THE PUBLIC
FOREVER; AND DOES HEREBY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENT
ON THE ACCOMPANYING MAP AS EASEMENTS FOR THE PURPOSE SHOWN HEREON; AND DOES FIEREBY GRANT THE RIGHT
TO INSTALL AND MAWTAIN NECESSARY STRUCTURES TO THE ENTITY RESPONSIBLE FOR PROVIDING THE SERVICES FOR WHICH
THE EASEMENTS ARE ES7A�LISHED.
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EXECUTED THIS __' _� ____ DAY OF _,='�� F"`'_� ________, A.D., 20 �__"�___.
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OWNER:LION SQUARE NORTH " ADDRESS:
CONDOMINIUM ASSOCIATION, INC.
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BY ��"AII'_�r��'_ r'Y,�#�Y �,'Y��" /._£°�_ �P�9Yr..,(P�t0�,,7.ga lfi,+'.:"'f�?�"•r
TITLE _ t ,�°k,.!?�., s A`,9?(;_�', ' r r�.'y�— �
+_" 00 E
STATE OF =�_� '�'s�.�� °t'
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SS
COUNTY OF _�'__zw����..--__________)
THE,F�OREGOING CCRTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME
THIS �-� '�� �AY OF 5�✓'7;�,%�{� A D., 20 �a<�� BY
v:�s:�l��'.�"� f,_._,r�.�uF.'e7"+�.'_ AS _ f � b'�%T e. ,� r�',�%�s�d�lu"_ OF LION SQUARE NORTH
CONDOMINIUM ASSOCIATION, WC. :`
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MY COMMISSION EXPIRES: t _ ��E _ _ p � � � s��� �
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WITNESS MY HAND AND OFFICIAL SEAL �� �, �i � ` ;!
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NOTARY PUBLIC
TITLE CERTIFICATE
?�����' DO S�HER B$�'��CERTIFY THAT THE TITLE TO ALL LANDS
BEEN VESTED,IN ________________________________.
AND THAT TITLE TO SUCH LANDS IS FREE AND CLEAR OF ALL LIENS, TAXES AND ENCUMBRANCES,
EXCEPT AS FOLLOWS
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NAME AND TI�� '
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PEAK LAN�J CONSULlANTS, WC.
PEAK LAND SURVLYING, INC.
.,„ . _.... .__..
970-A7G-8644 FAX 970-�4%6-B616
1000 LION'S RIDGE LOOP VAIL, CO 81657
After reco¢'ding re[ua�n [o:
lVear. T;avers t i'crkms. P.C'.
1000 S Fron[age Rd W, 5[e 200
VuiI.0031(i�7
SITE LOCATION
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Nhe SEC, �, T55 fle0w 6tn P.u. I -..... ..
FWNO .VS' ALUUINUN CnP (B.LN.) 1984
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FORESi PUCE �
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GENERAL NOTES:
1. DATE OF SURVEY: MARCH 2O05 - REVISED MARCH 2O07.
2. BASIS OF BEARWG COLORADO CENTRAL ZONE (HARN) NAD 1983/92 AND TOWN OF VAIL
MAPPING PROJECT OCTOBER 1996 STATIONS SPRADDLE N. 1660652.671 E. 2753950J97 AND
WOODMAN N. 1652148.916 E. 2727065.360, SPRADDLE TO WOODMAN BEARS 572'26�53"W.
3. PROJECT DATUM SCALE FACTOR: 1.00041186.
4, PROJECT BENCHMARK; HARN CONTROL POINT °SPRADDLE". ELEVATION = 8287.82' (NAVD 88).
5. DIMENSIONS SHOWN [100.00] INDICATE PLATTED DIMENSIONS, ALL OTHERS ARE AS MEASURED.
6. THIS SURVEY IS BASED ON A LWE FORMED BETWEEN A FOUND ALUMINUM CAP, LS. N0. 2183
ON A N0. 5 REBAR ON THE EASTERLY RIGHT-OF-WAY ON WEST �IONSHEAD CIRCLE AND LOT
8, BLOCK 1, VAIL/LIONSHEAD THIRD FILING, AND THE NORTHWEST CORNER OF SECTION 7, AS
CALCULATED FROM FOUND REFERENCE MONUMENTS BEING (STATE PLANE COORDINATES)
S S5'48'35"W - 1368.58'. VAIL/LIONSHEAD THIRD FILING CALCULATED ROTATION = 0030'19'�W
RECORD -STATE PLANE COORDINATES.
7. PEAK LAND SURVEYING, INC. RELIED ON LAND SURVEY PLAiS DATED JUNE OF 2002 BY PEAK
LAND SURVEYING, WG FOR THE BOUNDARIES AND PROPERTY LINES SHOWN HEREON.
8. THIS PLAT SHALL EXPIRE AND BECOME VOID IF A BUILOING PERMIT FOR THE EXPANSION
PROPER7IES AND EXPANSION AREAS IS NOT OBTAWED, AND CONSTRUCTION NOT COMMENCED,
AND DILIGENTLY PURSUED TOWARD COMPLETION PRIOR TO THE EXPIRATION OF THE ASSOCIATED
MAJOR EXTERIOR ALTERATION OR MODIFICATION APPLICATION APPROVAL GRANTED BY THE TOWN
OF VAIL.
9. THE SOLE PURPOSE OF THIS AMENDED CONDOMINIUM PLAT IS TO ACCURATELY DEPICT THE
"EXISiING UNIT EXPANSION AREAS'" AND THE "EXPANSION PROPERTY THESE TERMS ARE
DEFINED IN THE SECOND AMENDMENT TO THE CONDOMINIUM DECLARATION .F�,OR LION SQUARE
NORTH CONDOMINIUMS RECORDED AT RECEPTION Na �C"'a�"s -u_ �"` ,"'�... �=':�___
10. THE NEW CONDOMINIUM UNITS CREATED AS PART OF THE EXPANSION PROPERTY AND THE UNIT
EXPANSIONS INTO THE °EXISTING UNIT EXPANSION AREAS�� AS DEPICTED ON THIS AMENDED
CONDOMINIUM PLAT SHALL 6E INCORPORATED INTO LION SQUARE LODGE NORTH CONDOMINIUMS
BY SUBSEQUENT FILINGS OF SUPPLEMENTAL MAPS AND SUPPLEMENTAL DECLARATIONS.
11. 7HE 51-IADED AREAS ARE THE "EXPANSION PROPER7Y�� AND ThIE HATCHED AREAS ARE TF1E
"EXISTING UNIT EXPANSION AREAS". THESE AREAS INCORPORA7E DOTI��I PROPOSE� UNIT
EXPANSIONS AND PROPOSED DECKS AND PATIOS.
12. LION SQUARE NORTH CONDOMWIUMS IS SUBJECT TO RESTRICTIONS AS CONTAMED IN TI-IE
PROTECTIVE COVENANTS OF VAIL/LIONSHEAD, THIRD FILING, RECORDE❑ OCTO�ER 15, 1971 IN
BOOK 221 AT PAGE 991, AT RECEPTION N0. 117681.
13. LION SQUARE NORTH CONDOMINIUMS IS SUBJECT TO EASEMENTS, RESTRICTIONS AND
RIGHT-OF-WAYS AS SHOWN ON THE PLAT OF VAIL/LIONSHEAD, THIRD FILING.
74. LION SOUARE NORTH CONDOMINIUMS IS SUBJECT TO TERMS, CONDITIONS, RESERVATIONS
RESTRICTIONS AND OBLIGATIONS AS CONTAWED IN CONDOMINIUM DEC�ARATION FOR UON
SQUARE NORTH CONDOMINIUMS RECORDED APRIL 16, 1975 IN BOOK 239 AT PAGE 407, AT
RECEPTION N0. 135447, AND THE SUPPLEMENTAL DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS FOR LION SQUARE CONDOMINIUMS, RECORDED APRIL 27, 1992 IN 800K
578 AT PAGE 699, AT RECEPTION N0. 474810, AND FIRST AMENDMENT THERETO RECORDED
NOVEMBER 8, 2005 AT RECEPTION N0. 936163.
15. LION SQUARE NORTH CONDOMINIUMS IS SUBJECT TO EASEMENTS FOR SEWER LINES, GAS LINES,
AND SPRINKLER SYSTEM LINES, AS GRANTED BY INSTRUMENT RECORDED DECEMBER 3, 1975 IN
BOOK 243 AT PAGE 460, AT RECEPTION N0. 139596.
76. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE 5EARCH OF THE SUBJECT PROPERTY TO
ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-0E-WAY OF RECORD. RECORD DOCUMENTS
UTILIZED IN THIS CONDOMINIUM PLA7 WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY,
ORDER N0. V50013552, DATED FEBRUARY 6, 2006, AT 5:00 P.M. AND V50013552-2, DATED
FEBRUARY V, 2006, AT 5:00 P.M..
17. NOTICE:
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHW THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. ,
IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED
MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
VICINITY MA
SCALE: f"=500'_
��.,:
ADMINISTRATOR CERTIFICATE
THIS COND�OMINIUM PLAT IS HEREBY APPROVED BY THC TOWN OF VAIL ADUINISTRATOR
1HIS ��d��_ DAY OF _ �r —�--------' A.D, 20 .�_,
ATTEST: +
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"� TOWM� CLERK ADMINISTRATOR
TOWN OF VAIL, COLORADO TOWN OF VAIL, COLORA�O
CERTIFICATE OF TAXES PAID
I, THE UNDERSIGNED, DO HEREBY CERiIFY THAT THE ENTIRE AMOUNT OF TAXES AND
ASSESSMENTS DUE AND PAYABLE AS OP �,� 1+e�i. _^�? ��`z4:;^_,�' UPON ALL PARCELS OF REAL
ESTATE DESCRIBED .ON THIS PLAT ARE PAID IN FULL.
;
DA7ED THIS o,� ����_ DAY OF rm�,� ��.��t�,,.,_____, A.D., 20? 9�__
�� w , ,G�; �a ,��d.�3
ReF ';� �I f� �� �`,.,., �'".,., i � �� ('�r�^,}� ..:'"„ ,� � " � �-,,�
P l d �°a
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TREASURER OF EAGLE CO�UNTY — � l� �T '=" ,r� Gs ��'^� � � :�'�+,��. �;? s � ��
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SURVEYOR'S CERTIFICATE
I BRENT BIGGS, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICEIVSED UNDER
THE LAWS OF THE STATE OF COLORADO, THAT TFIIS PLAT IS A TRUE, CORRECT AND COMPLETF_
PLAT OF LION SQUARE NORTH, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO, AS LAID
OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE
SURVEY OP SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE
LOCATION AND DIMENSION OF THE LOTS, EASEMENTS, AND STREETS OF SAID SUDDIVISION AS THE
SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING
THE SUBDIVISION OF LAND.
q o iig :
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS ��. �� D1Y OP ��'��°'``� ' A.U.,
20 � �___' — � �`.
BRENT BIGGS
REGISTERED LAND SURVEYOR No.
CLERK AND RECORDER'S CERTIFICATE
THIS CONDOMINIUM PLA WAS FILED FOR RECORD IN THE OFFICE OF TH CLERK AND RECORDER ON
THIS �°�F _ DAY OF ��11�=, A.D. 20�� AT �'�� 0'CLOCK _�,M. RECORDED UNDER
� RECEPTION N0. �.�a� ����?'"� __ IN BgOK ___ 'AT RACE =
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��.�'"� �,P ��,� � �+`' �°�`'�' CLERK AND RECORDER � ' � �
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BY ��,���r ��+�. ���m��, .�,,,....._... ��:
DEPU T°Y �r�
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GRAPIIIC SCALE
20 0 10 20 40
( IN FG�T )
1 inch = 20 ft.
MONUMENT LEGEND
� POUND No. 5 REBAR WITH ALUMINUM CAP, LS. No. 27598
N3D'07'24°E - 33�62'
FOUND 3Yz�� ALUMINUM CAP
33.9� REFERENCE MONUMGNT
(B.LM.)
POUND PLAIN No. 4 REBAR
SOOd41'47"W - 25.56�
FROM SECfION CORNER
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SECTION 1
SECTION 12
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SECTION 6
SECTION 7 �
FOUND 3Yz� ALUMINUM CAP
- 222' REFERENCE MONUMENT
(B.L.M.)
S72'14'07"E - 22.20�
/
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S Q UARE NOI� TH COND 0'1�INI UMS
V' ��� 9 ���J 1'tl 1' � � JC J(_i 17l �L lC� y l.�' �L�1 l JC� � 1 �� 1N.J � JC b17� �� I
��INDICATES EXPANSION
PROPERTY
�=LL�LLIIJ INDICATES EXISTWG UNIT
EXPANSION AREAS
FOUND No. 5 REBAR WITH
ALUMINUM CAP, �.5. No, 2183
(HELD POSITION FOR
VAIL/LIONSHEAD THIRD FILINGJ
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HARDSCAPE AND
PEDESTRIAN EASEMENT
(RECEPTION No. 937636)
(HATCHED AREA)
(SEE DETAIL E ON SHEET 3)
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- NEW WEST��TOWER ���
EXPANSION PROPERTY � �
(SEE DEIAIL A ON SHEE7 3)
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MONTANEROS
CONDOMINIUMS
RECEPTION No. 124710
EASEMENT
(RECEPTION No. 224911)
(HATCHED AREA)
(SEE DETAIL ON THIS SHEET)
� L�O.� �49
EXISTING UNIT EXPANSION AREAS
(HATCHED AREA, TYPICAL)
(SEE DETAIL C ON SHEET 3)
LION SQUARE
NORTH CONDOMINIUMS
0.950 ACRES
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SIXTH FILING
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DETAIL B ON SHEET 3) �,
I � �r`� SETBACK
I-IARDSCAPE AND
I'� f PEDESTRIAN EASEMENT
� (RECEPTION No. 937636)
f (HATCHED AREA)
i Ii,f (SEE DE7AIL E ON SHEET 3)
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�WATEh AND SANITARY
SEWER EASEMENT
///��� (RFCEPTION No. 937637)
/ (SHADED AREA)
/ (SEE DETAIL F ON SHFET i)
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BUILDING SETBACK // �` �� ��� / ,P�\+
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°- WATER AND SANITARY
SEWER EASEMENT
(RECEPTION No. 937638)
(CROSS HATCHED AREA)
(SEE DETAIL G ON SHEET 3)
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S87'30'19"W
16. 48'
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/UNDERGROUND STRUCTURE EASEMENT \
(RECEPTION No. 937635)
(HATCHED AREA�
(SEE DETAIL D ON SHEET 3) \
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S'CAL�' 1"= 90 '
DL'TAIL D- RECEPTION No. 937635
587'J0�19�M /
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PEAK��LAN� CONSULTANTS,INC.
PEAK t AND SURVEYING, INC.
970-4�76-8G44 FAX 970-4�16-B616
1000 LIOIV'S RIDGE LOOP VAIL, CO 81657
> �F
LWE LEP
L1 6.
L2 13
L3 22
L4 3.
�5 4.
L6 g,
U 3.
L8 2,
L9 20
L10 23
L15 2,Oi
L16 10J
L17 4.11
L18 18.8
L19 6.8
L20 11.4
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LINE TABLE
I.WE LENGTH BEARMG
E� 1.62� N86'32�43"E
\ E2 71.30� 503'28�13°E
J
E1
m
N
HARDSCAPE AND PEDESTRIAN EASEMENT
(RECEPTION No. 937636)
(HATCHED AREA)
G T F
�Sy *
`'�0 90
Ra�JA<�CF
\ \
\ \
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SCfIL�:� >"= 40 �
Yi41
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
N86'03'24"E - 6.31'
HARDSCAPE AND PE�ESTRIAN EASEMENT
(RECEPiION No. 937636) �
(HATCHED AREA)
N44'29'27"E - 32.63'
UON SQUARE
NORTH CONDOMINIUMS
o.cso uwcs
N47'02'01"E - 22.09' �
N54'24'50"E - 11.04' �
N73'54'12"E - 32.06' � ..a /��
Sg7'30'19°W
i fi �48�
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DETAIL E- RECEPTION No. 93'7636
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LWE LENGTH BEARIN
L41 5.00' N04'03'02
L42 10,00' S85°56'58
LME TABLE
LINE LENGTH 6EARING
` E7 36,42' N76'16�13"E
E2 25.76� N65'39'13"E
n�\ E3 24,53� N55'02�13'E
E4 48.49' N44'25'19"E
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SCAL�'• 1"=40 "
G LWE LENGTH BEARING LINE
"W �61 13.53' N04'03'02"W L81
"W L62 2.92' S85'S6'S8"W L82
"W L63 3.40' N86'06�42'�E LB3
"W L64 15.00' S03'S3'18°E L84
"W L65 3.40' S86'06'42°W L85
L46 2D.00� S85'S6'S8"W L66 1�J0' S03'53'18"E L86
L47 5.00' N04'03b2"W L67 3.40� N86'06'42"E L87
�48 17,00' S85'S6'S8"W L68 26.30� S03'53'18"E L88
L49 6.00' N04'03b2"W L69 10.40' S86'06'42"W L89
L50 10.00' S85'56�58°W L70 2.00' NO3'53'18"W L9D
L51 6.00' N04'03'02"W V1 5.10' N86'06'42"E L91
L52 15.61' 58556'58°W L72 2.00� S03'S3'18"E �g2
L53 L73 "'
6.00 N04 03 02 W 4.20 N86 O6 42
L54 20.75 S85'S6'58"W U4 5.00� S03'53'18
L55 2.50' N04'03'02"W V5 tOJO' N86'06'42
L56 Zg.72' S85'S6'S8"W U6 2.00� NO3'S3'18
L57 27.00' N04'03'02"W L77 5.10' N86'06'42
L58 3.SD' S85'S6'S8"W L78 2.00' S03'S3'18
L59 22.00� N04'03b2"W U9 4.20� N86'06�42
L60 3.20' S85'S6'S8"W L80 5,00' S03'S3'18
L95
L96
L97
L98
L99
L100
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�°n
�g� I
1 I
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LION SQUARE ���78
NOR'fH CONDOMINIUMS � .
o,esa ncpcs � .
/
WATER AND SANITARY SEWER EASEMENT Ei�.
(RECEPTION No, 937637) j :.
(SHADED AREA) ��/ �
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587'30'99°W `
18.48'
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DETAIL F- RECEPTION No. 937637
LINE TABLE
F3[l��►Els
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LINE TABLE
LINE LENGTH BEARING
E� 25.32� 56539�73"W
\ E2 12.43� 576'i6'13°W
J
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NS�$'
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RowJA��C
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S"C,4L�', 1„- 40 "
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n
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LION SOVARE
NORTH CONDOMINIUMS
O.B50 AqiES
WAiER AN� SANITARY � 1 e9
SEWER EASEMENT �.� �p�o� fa°
(RECEPTION Na, 9376JH) Q� �,�.
(CROSS HATCHED AREA) 33 2�. / ' �+�
EC6 �// �,ry�k � i�
F
5�`� �
7 ^ /�,� /
EC5 ���2` 21.93'
EC7 $gi�30�i��� %
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DETAIL G- RECEPTIDN No. 93%f�38
ING LINE LENGTH BEARING LME LENGTH BEARING LINE LENGT
'42"E L101 5.10' N86'06'42"E L121 5.1D' N86'06'42"E L141 5.10'
'18"W L102 2.00' S03'S3'18"E L122 26.SD' NO3°53'18"W L142 73.30
'42"E L10� 5.10� N86'O6'42"E L123 3.40� N86'06�42°E L143 6J 0�
'78°E L104 10.00' NO3'53'18"W L124 10.60' NO3'S3'18"W L144 5.10'
'42"E L105 9,g0' N86'06'42"E L125 3.40' S86'06'42"W L745 13.50
'18"W L106 2.00� NO3'53'18'�W L126 15.00' NO3'S3'18"W L146 13.50
'42°E �107 5.20� N86'06'42"E L127 3.40' N86'06'42"E U47 10.10'
'18"W L108 2.00' S03'53�18"E L128 9.D0' S03'S3'18"E L148 6J0'
'42"E L109 5.10' N86'06'42"E L729 14,80' S86'06'42"W L149 5.10'
'18"E L110 5.00' NO3'53'18"W L130 8.30' NO3'53'18"W L150 12.96
'42°E L111 9.90' N86'O6'42°E L131 9.50' S86'06'42"W L151 12.96
'18"W L112 2.00� NO3'53'18"W L132 5J4' SO4'03�02°E L152 10.06
'42"E L113 5.10' N86'06'42°E �133 7,g6' S8S56'58"W L153 6J0'
'18"W L114 2.00' S03'S3'18°E L134 3.87' SO4'03'02"E L154 4,gg'
'42"E L115 5.10' N86'06'42"E L135 2.51' S85'56'58"W L155 13.38
'18"E L116 5.00' NO3'S3'18"W L736 7,30' SO4'03'02"E L156 13.38
'42"E L117 9.80' N86'Ofi'42°E L137 33.96' S85'56'S8"W L157 73.97
'18"W L118 2.00' NO3'S3'18"W L138 17,20' S03'S3'18"E L158 6J0'
�42°E L119 5.00' N86'06�42��E ��39 11.40� NO3'53'18"W L159 4,00'
'18"W L120 2.00' S03'S3'�8°E L140 26.00' S86'06'42"W L160 13.3�'
BEARING
03'S3'1 8"W
S86'06'42"w
S 86'06 � 42"w
503'53'18°E
LME LENGTH
L761 13.30'
L162 F,5.93'
¢