HomeMy WebLinkAbout828-784lu#474 e4 t %",%L 5 S9 g 55
CERTIFICATE OF OWNERSHIP
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, CONFIRMS THE OWNERS OF THAT REAL PROPERTY AS DESCRIBED BELOW:
ASPEN CLUB GENERAL COMMON ELEMENTS, CONDOMINIUM UNITS A2, A3, A4, Bl, 82, B3, B4, Cl, C2, C3, Dl, D2, D3, DS, D6, E7, E2, AND E3
ACCORDING TO THE CONDOMINIUM MAP OF THE ASPEN CLUB CONDOMINIUMS, RECORDED AUGUST 17,1977 IN BOOK 6 AT PAGES 20-27 AND
AS AMENDED BY THE SUPPLEMENTAL MAP #1 RECORDED MAY 4, 1989 IN PLAT BOOK 22 AT PAGE 49 AS RECEPTION NO. 311198, AND
SUPPLEMENTAL MAP #2 RECORDED APRIL 30, 1991 IN PLAT BOOK 26 -29 AT PAGE 26 AS RECEPTION NO. 332228, AND THE AMENDED PLAT
RECORDED APRIL 29,1991 IN PLAT BOOK 26 AT PAGE 25 AS RECEPTION NO. 332206 AND AS FURTHER DEFINED AND DESCRIBED IN THE
CONDOMINIUM DECLARATION THEREOF RECORDED APRIL 29,1977 IN BOOK 328 AT PAGE 80 AS RECEPTION NO. 194019 AND AMENDMENT
THERETO RECORDED AUGUST 17, 1977 IN BOOK 333 AT PAGE 722 AS RECEPTION NO. 196747 AND AMENDMENT THERETO RECORDED MAY 4,
1989 IN BOOK 591 AT PAGE 780 AS RECEPTION NO. 311215, AND AMENDMENT RECORDED NOVEMBER 10, 1989 IN BOOK 606 AT PAGE 995 AS
RECEPTION NO. 317025.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO, HEREBY AMENDS THE CONDOMINIUM MAP OF THE ASPEN CLUB CONDOMINIUMS TO
INCLUDE THE MODIFICATIONS TO THE GENERAL COMMON ELEMENTS, UNITS A2, A3, A4, 81, B2, B3, 64, Cl, C2, C3, Dl, D2, D3, D5, D6, El, E2,
AND E3 AS DEPICTED ON THIS MAP.
EXECUTED THIS AiUAY OF 2012.
ASPEN CLUB GENERAL COMMON EUEM NTS AND FOR AND ON BEHALF OF THE UNITS BY VIRTUE OF AN UNANIMOUS VOTE OF THE ASPEN CLUB
CONDOMINIUM ASSOCIATION AND THE MINUTES RECORDING THE VOTE GRANTINGTHE AUTHORRYTO RICHARD RABINOW, PRESIDENT, ASPEN
CLUB CONDOMINIUM ASSOCAITION, INC., TO SIGN THIS SUPPLEMENTAL CONDOMINIUM MAP NO. 4ON BEHALF OFTHE ASSOCIATION.
OWNER:
ASPEN CLUB CONDOMINIUM ASSOCIATION, INC.,
AND REPRESENTATIVE
1 ♦(//'
�� rA
RICHARD A. RABINOW AS PRESIDENT
AND AUTHORIZED REPRESENTATIVE
ATTEST:
SECRETARY
STATE OF COLORADO)
)SS
COUNTY OF PITKIN )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF .M.-A-4, 2012, BYI WW AA; ENT
OF THE ASPEN CLUB CONDOMINIUM ASSOCIATION, INC.
WITNESS MY HAND AND OFFICIA SEA
MY COMMISSION EXPIRES: 1 is , 4-OIa ��.....,
1p 00
NOTARYPUBUC
�; Atret.ic
SURVEY NOTES
OF C;O1 -�
1) DATE OF FIELDWORK: FEBRUARY AND MARCH 2011, FEBRUARY 2012
2) DATE OF PREPARATION: MARCH - JULY 2011, MARCH 2012 w bn EVft0?0W12
3) BASIS OF BEARING: A BEARING OF S 87°00'00" E AS SHOWN ON SAID CONDOMINIUM MAP OF THE ASPEN CLUB
CONDOMINIUMS. THIS MAP ONLY AMENDS THE GCE AND THE IDENTIFIED UNITS. THE RECORD MAPS LISTED IN NOTE 4 WERE
UTILIZED FOR PLACEMENT OF THE BUILDINGS AND THEIR RELATIONSHIP TO THE EXTERIOR BOUNDARIES.
4) BASIS OF MAPPING: THE CONDOMINIUM MAP OF THE ASPEN CLUB CONDOMINIUMS, RECORDED AUGUST 17,1977 IN BOOK
AT PAGES 20.27 AND AS AMENDED BY THE SUPPLEMENTAL MAP #1 RECORDED MAY 4, 1989 IN PLAT BOOK 22 AT PAGE 49 AS
RECEPTION NO. 311198, AND SUPPLEMENTAL MAP #2 RECORDED APRIL 30,1991 IN PLAT BOOK 26-29 AT PAGE 26 AS
RECEPTION NO. 332228, AND THE AMENDED PLAT RECORDED APRIL 29,1991 IN PLAT BOOK 26 AT PAGE 25 AS RECEPTION NO.
332206 AND AS FURTHER DEFINED AND DESCRIBED IN THE CONDOMINIUM DECLARATION THEREOF RECORDED APRIL 29,
19771N BOOK 328 AT PAGE 80 AS RECEPTKN NO. 194019 AND AMENDMENT THERETO RECORDED AUGUST 17, 1977 IN BOOK
333 AT PAGE 722 AS RECEPTION NO. 196747 AND AMENDMENT THERETO RECORDED MAY 4, 1989 IN BOOK 591 AT PAGE 780
AS RECEPTION NO. 311215, AND AMENDMENT RECORDED NOVEMBER 10, 1989 IN BOOK 606 AT PAGE 995 AS RECEPTION NO.
317025, VARIOUS DOCUMENTS OF RECORD; AND THE FOUND MONUMENTS, AS SHOWN.
5) BASIS OF ELEVATION: USC & GS BENCHMARK ON THE WALL AT THE SOUTH WEST CORNER OF THE PITKIN COUNTY COURT
HOUSE, ELEVATION 7006.80 AS IDENTIFIED ON SAID CONDOMINIUM MAP OF ASPEN CLUB CONDOMINIUMS. THE DERIVED
ELEVATIONS SHOWN HEREON FOR THE SUPPLEMENTED UNITS WERE ESTABLISHED BASED ON FINISHED FLOORS FOR SAID
UNITS ORIGINALLY LISTED ON SAID CONDOMINIUM MAP. FIELD CHECKS BETWEEN CITY MONUMENT NAVD88 BENCHMARK,
SHOWN HEREON ESTABLISHED A DATUM EQUATION OF NAVD88 ELEVATION -5.15 = PROJECT ELEVATION.
6) THIS MAP DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR
EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND /ORTITLE OF RECORD, SE
RELIED UPON THE ABOVE SAID ITEMS DESCRIBED IN NOTE 4 AND THE PROPERTY INFORMATION BINDER ISSUED BY PITKIN
COUNTY TITLE, INC., UNDER JOB NO. ACCOM2553 AND ACCOM2553 -2, BOTH CERTIFIEDTO MAY 13, 2011.
7) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BYTHE UNITED STATES
DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
1) REFERENCE IS HEREBY MADE TO THE ORIGINAL CONDOMINIUM MAP OF THE ASPEN CLUB CONDOMINIUMS AS RECORDED IN
PLAT BOOK 6 PAGES 20 TO 27, THE ASPEN CLUB ANNEXATION MAP RECORDED IN BOOK 7 AT PAGE 88, THE THIRD AMENDED
PLAT OF CALLAHAN SUBDIVISION RECORDED IN PLAT BOOK 18 AT PAGE 70, THE SUPPLEMENTAL CONDOMINIUM MAP NO.1
OF THE ASPEN CLUB CONDOMINIUMS RECORDED IN PLAT BOOK 22 AT PAGE 49, THE SUPPLEMENTAL CONDOMINIUM MAP
NO.2 FOR THE ASPEN CLUB CONDOMINIUMS RECORDED IN PLAT BOOK 26 AT PAGES 26 TO 29, THE AMENDMENT TO
SUBDIVISION AND PLANNED UNIT DEVELOPMENT AGREEMENT - CALLAHAN SUBDIVISION RECORDED IN PLAT BOOK40 AT PAGE
81, AND THE SUPPLEMENTAL CONDOMINIUM MAP NO.3 FOR THE ASPEN CLUB CONDOMINIUMS IN PLAT BOOK43 AT PAGES
27 TO 28 FOR ADDITIONAL INFORMATION NOT SHOWN ON THIS SUPPLEMENTAL CONDOMINIUM MAP.
2) THE USE AND OCCUPANCY OF ASPEN CLUB CONDOMINIUMS IS SUBJECT TO THE TERMS AND CONDITIONS OF THE
CONDOMINIUM DECLARATION THEREOF RECORDED APRIL 29, 1977 IN BOOK 328 AT PAGE 80 AND AMENDMENTS THERETO
RECORDED AUGUST IN BOOK 333 AT PAGE 722; MAY 4,1989 IN BOOK 591 AT PAGE 780 AND 1989 IN BOOK 606 AT PAGE 995.
3) SHADING INDICATES BUILDING UNITS AND /OR ASSOCIATED LIMITED COMMON ELEMENTS (DECKS) SUPPLEMENTED BY THIS
MAP.
4) EASEMENTS, SETBACKS, ROARING FORK RIVER, CRYSTAL LAKE ARE BASED ON THE RECORD CONDOMINIUM MAP OF THE
ASPEN CLUB CONDOMINIUMS.
5� -' jS CAMMOtM'r( GI��ME93C �tRec.- (bj�C�S kit DWG p� "�i wS
A>%k-T Does �ksC c�l�ts'T'R17��►JY ��P ?R7DVI�t- �F �EIJF,(D;T
be'%(of4sb -T .50WEC7
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NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION RASED UPON ANY DEFECT IN THIS SURVEY WITHIN 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.
i
SUPPLEMENTAL CONDOMINIUM MAP NO.4 FOR:
THE ASPEN CLUB CONDOMINIUMS
PURPOSE STATEMENT: THIS SUPPLEMENTAL CONDOMINIUM MAP NO. 4 FOR THE ASPEN CLU B CONDOMINIUMS DEPICTS THE CONVERSIONS OF GENERAL COMMON ELEMENTS TO UNITS AND/OR
LIMITED COMMON ELEMENTS OF UNITS A3, A4, III, B2, 63, 94, C3, Dl, D4, D5, 06, El, AND E3 BY CHANGES IN THE NUMBER OF BEDROOMS AND /OR DECK SIZE IN ALL LISTED UNITS.
A PARCEL OF LAND SITUATED IN LOTS 13A & 13 OF THE CALLAHAN SUBDIVISION IN THE
E%2 OF SECTION 18 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
COUNTY OF PITKIN, STATE OF COLORADO
SHEET 1 OF 4
GPS -18(N) SH82 &
MCSKIMMING
SHEET INDEX 4//
M
SHEET 1- CERTIFICATES, OWNERHSIP, NOTES, VICINITY MAP, SITE OVERVIEW �7 `
SHEET 2 -TITLE COMPANY CERTIFICATE,
SHEET 3 - DECK AND GROUND LEVEL SUPPLEMENTS C '
SHEET 4- INTERIOR AND UPPER LEVEL DECKSUPPLEMENTS
T
I
� I
I
I '
I
i
_ N05 °25'00 "W /
18.03'
GRAPHIC SCALE
30 60
( IN FEET)
1 inch = 30 ft.
L
\ cs6 ' 2 GgR9
CURVE TABLE
CURVE LENGTH RADIUS TANGENT DELTA BEARING CHORD
Cl
23.71'
60.00'
12.01'
22038'24"
N 73 °15'48" E
23.55'
C2
41.79'
30.00'
25.09'
79 °48'36"
S 78 °09'06" E
38.49'
C3
184.74'
224.0'
97.99'
47'15'12"
S 61.52'24" E
179.55'
C4
18.27'
375.0'
9.14'
2 °47'30
S 86 °53'45" E
18.21
C5
192.83'
20.00'
104.65'
55 °14'28"
N 57'52'51" W
185.45'
C5a
101.42'
20.W
51.83'
29 °03'19"
N 70°58'25" W
10.34
C5b
11.25'
20.0'
5.63'
3 °13'27"
S 54°50'02" E
11.25'
CSc
80.15'
20.00'
40.62'
22 °57'42"
N 41 °44'28" W
79.62'
C6
156.03'
10.00'
98. %'
89 °23'58"
N 14'26'22" E
140.68'
C7
9.58'
1 170.25'
4.79'
3 °33'2T'
S 54'50'02" E
9.58'
• ` \� 5' PUBLIC 11iILlT1' EASEMEM'
r r
-
R�7�GG TRANSFORMER _
EASEMENT
f 7-
r
TRANSFORMER
EASEMENT
CRYSTALLAKE
f PARKING GARAGE
I
WATER
EASEMELNr N85'29'S7'gW 189
i
- - - S85 °30'00 "E 225.00'
O
PA DVU.. . _ _ .o
- - - - -- _ 25653'
EXCEPTED o o - C4
- ------ - -- - -- - --
'- ' . yvr N89 °08'24 "W 358.00'
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704 -0311 SOPRISENG @SOPRISENG.COM
SCALE: 1" = 2000'
PROJECT
BENCHMARK
FOUND REBAR &
CAP ILLEGIBLE
EL= 8009.28
(SEE SURVEY
NOTE 5)
1
/ �`S860_34'09 "E GPS -19(N) SH82 &
/ 1283.00'- _ - ROARING FORK
v
CITY ENGINEER'S REVIEW
THIS SUPPLEMENTAL CONDOMINIUM MAP NO.4 FORTHE ASPEN CLUB
CONDOMINIUMS, SHOWN HEREON, WAS REVIEWED BYTHE CITY ENGINEER OF THE
CITY OF ASPEN THIS aT'o DAY OF MAIL 2012.
CITVENGINEER
COMMUNITY DEVELOPMENT DIRECTOR APPROVAL
THIS SUPPLEMENTAL CONDOMINIUM MAP NO.4 FOR THE ASPEN CLUB
CONDOMINIUMS WAS APPROVED BY THE CITY OF ASPEN DEPARTMENT OF
COMMUNITY DEVELOPI�NT ON THIS � DAY OF
2012... , 1
COMMUNITY DEVELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE
I, MARK S. BECKLER, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO
HEREBY CONFIRM THAT THE IMPROVEMENTS AS CONSTRUCTED CONFORM
SUBSTANTIALLY TO THIS SUPPLEMENTAL CONDOMINIUM MAP NO.4 FOR THE ASPEN
CLUB CONDOMINIUMS AND THAT IS FORTH SUPPLEMENTAL MAP ACCURATELY
DEPICTS THE ADDITIONS TO UNITS A2, A3, A4, 81, B2, B3, B4, C3, Dl, D4, D5, D6, El,
AN E3 H YOUT, DIMENSIONS AND DETAILS FOR EACH UNIT AS MODIFIED ON
19RE CORRECTLY AND ACCURATELY SHOWN HEREIN TO THE BEST OF
MY KNOWLEDGE. NTAL CONDOMINIUM MAP NO.4 IS AN
INSUBSTANTIAL D ASPEN CLUB CONDOMINIUMS, CONTROL
PRECISION IS R•J'B;al, N .
VERB ///.a/.�/L�; 'Ayl/ %/
MARK / S. BEC S. #28643
CLERK AND RECORDER'S CERTIFICATE
THIS SUPPLEMENTAL CONDOMINIUM MAP NO.4 OF THE ASPEN CLUB
CONDOMINIUMS WAS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND
RECORDER OFT 1E COUNTY OF PITKIN STATE OF COLORADO, AT O'CLOCK
_M., THIS If 5 DAY OF TNr! 4' 2012, AND RECORDED IN PLAT BOOK
/ "AT PAGE "0 _, RECEPTION NUMBER
ar go)ft
PITKIN 7FUNTY CLERK CORDER
a I�.S uAi t
- - - S85 °30'00 "E 225.00'
O
PA DVU.. . _ _ .o
- - - - -- _ 25653'
EXCEPTED o o - C4
- ------ - -- - -- - --
'- ' . yvr N89 °08'24 "W 358.00'
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704 -0311 SOPRISENG @SOPRISENG.COM
SCALE: 1" = 2000'
PROJECT
BENCHMARK
FOUND REBAR &
CAP ILLEGIBLE
EL= 8009.28
(SEE SURVEY
NOTE 5)
1
/ �`S860_34'09 "E GPS -19(N) SH82 &
/ 1283.00'- _ - ROARING FORK
v
CITY ENGINEER'S REVIEW
THIS SUPPLEMENTAL CONDOMINIUM MAP NO.4 FORTHE ASPEN CLUB
CONDOMINIUMS, SHOWN HEREON, WAS REVIEWED BYTHE CITY ENGINEER OF THE
CITY OF ASPEN THIS aT'o DAY OF MAIL 2012.
CITVENGINEER
COMMUNITY DEVELOPMENT DIRECTOR APPROVAL
THIS SUPPLEMENTAL CONDOMINIUM MAP NO.4 FOR THE ASPEN CLUB
CONDOMINIUMS WAS APPROVED BY THE CITY OF ASPEN DEPARTMENT OF
COMMUNITY DEVELOPI�NT ON THIS � DAY OF
2012... , 1
COMMUNITY DEVELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE
I, MARK S. BECKLER, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO
HEREBY CONFIRM THAT THE IMPROVEMENTS AS CONSTRUCTED CONFORM
SUBSTANTIALLY TO THIS SUPPLEMENTAL CONDOMINIUM MAP NO.4 FOR THE ASPEN
CLUB CONDOMINIUMS AND THAT IS FORTH SUPPLEMENTAL MAP ACCURATELY
DEPICTS THE ADDITIONS TO UNITS A2, A3, A4, 81, B2, B3, B4, C3, Dl, D4, D5, D6, El,
AN E3 H YOUT, DIMENSIONS AND DETAILS FOR EACH UNIT AS MODIFIED ON
19RE CORRECTLY AND ACCURATELY SHOWN HEREIN TO THE BEST OF
MY KNOWLEDGE. NTAL CONDOMINIUM MAP NO.4 IS AN
INSUBSTANTIAL D ASPEN CLUB CONDOMINIUMS, CONTROL
PRECISION IS R•J'B;al, N .
VERB ///.a/.�/L�; 'Ayl/ %/
MARK / S. BEC S. #28643
CLERK AND RECORDER'S CERTIFICATE
THIS SUPPLEMENTAL CONDOMINIUM MAP NO.4 OF THE ASPEN CLUB
CONDOMINIUMS WAS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND
RECORDER OFT 1E COUNTY OF PITKIN STATE OF COLORADO, AT O'CLOCK
_M., THIS If 5 DAY OF TNr! 4' 2012, AND RECORDED IN PLAT BOOK
/ "AT PAGE "0 _, RECEPTION NUMBER
ar go)ft
PITKIN 7FUNTY CLERK CORDER
r•
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAYANYACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SUPPLEMENTAL CONDOMINIUM MAP NO.4 FOR:
p �X7 THE ASPEN CLUB CONDOMINIUMS
A PARCEL OF LAND SITUATED IN LOTS 13A & 13 OF THE CALLAHAN SUBDIVISION IN THE
EY2 OF SECTION 18 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
COUNTY OF PITKIN, STATE OF COLORADO
SHEET 2 OF 4
TITLE COMPANY CERTIFICATE
TITLE COMPANY CERTIFICATE
THE UNDERSIGNED, A DULY AUTHORIZED REPRESENTATIVE OF A CORPORATE TITLE INSURER REGISTERED TO DO BUSINESS IN PITKIN COUNTY, COLORADO DOES HEREBY CERTIFY
THAT ALL THE OWNERS OF UNITS Al, A2, A3, A4, B1, B2, B3, B4, C1, C2, C3, D1, D2, D3, D4, D5, D6, E1, E2, AND E3 OFTHE ASPEN CLUB CONDOMINIUMS HOLD FEE SIMPLE TITLE TO
THEIR RESPECTIVE UNITS. THE UNITS LISTED BELOW ARE ENCUMBERED BY DEEDS OF TRUST AS LISTED BELOW:
UNIT A3 (1426)
Deed of Trust from: DAVID M. EDDY
To the Public Trustee of the County of PITKIN
For the use of : CITIBANK, F.S.B.
Dated : FEBRUARY 19, 2001
Recorded: FEBRUARY 23, 2001
Reception No.: 451752
UNIT B1 (1430)
Deed of Trust from: NORTON SHARPE
To the Public Trustee of the County of PITKIN
For the use of: PROVIDENT FUNDING ASSOCIATES, L.P.
Dated : JULY 25, 2003
Recorded : SEPTEMBER 15, 2003
Reception No. :488421
UNIT B2 (1432)
Deed of Trust from : BRUCE R. FRETZ AND BARBARA B. FRETZ
To the Public Trustee of the County of PITKIN
For the use of : WELLS FARGO BANK, N.A.
Dated : JULY 20, 2010
Recorded : JULY 26, 2010
Reception No. :572197
EFFECTIVE: OCTOBER 12, 2011
ISSUED BY: PITKIN COUNTY TITLE, INC.
UNIT B3 (1434)
Deed of Trust from: RICHARD A. RABINOW AND KATHRYN L.E.
RABINOW
To the Public Trustee of the County of PITKIN
For the use of : U.S. TRUST COMPANY OF TX., N.A.
Dated: OCTOBER 17, 2000
Recorded: OCTOBER 17, 2000
Reception No. :448016
The above Deed of Trust was assigned to U.S. Trust Mortgage
Service Company by instrument
recorded January 12, 2001 as Reception No. 450499
UNIT C1(1421)
RC COLORADO RESIDENTIAL TRUST, RENEE S. CROWN, TRUSTEE
To the Public Trustee of the County of PITKIN
For the use of : HENRY CROWN AND COMPANY
Dated: SEPTEMBER 20, 2001
Recorded: NOVEMBER 12, 2001
Reception No. :460723
UNIT D1 (1427)
Deed of Trust from: THE EVELINE HOFFMAN REVOCABLE
TRUST U/A DATED
JANUARY 14, 1998
To the Public Trustee of the County of PITKIN
For the use of : WELLS FARGO BANK, N.A.
Dated: NOVEMBER 29, 2010
Recorded: DECEMBER 16, 2010
Reception No. :575959
UNIT D5 (1435)
Renewal. Extension and Modification of Note and Deed of Trust
from :ELLEN ROESER
To the Public Trustee of the County of PITKIN
For the use of : TEXAS COMMERCE BANK NATIONAL
ASSOCIATION
Dated: JANUARY 1, 2003
Recorded: FEBRUARY 11, 2003
Reception No. :478568
UNIT E1 (1439)
Deed of Trust from: THOMAS H. WILSON
To the Public Trustee of the County of PITKIN
For the use of: WELLS FARGO BANK, N.A.
Dated: MAY 24, 2004
Recorded :JUNE 1, 2004
Reception No. .498207
Deed of Trust from: THOMAS H. WILSON
To the Public Trustee of the County of PITKIN
For the use of : U.S. BANK BANTIONAL ASSOCIATION
Dated: MARCH 2, 2009
Recorded: MARCH 3, 2009
Reception No. :556858
ALTHOUGH WE BELIEVE THE FACTS STATED ARE TRUE, THIS CERTIFICATE IS NOTTO BE CONSTRUED AS AN ABSTRACT OF TITLE NOR AN OPINION OF TITLE NOR A GUARANTEE OF
TITLE, AND IT IS UNDERSTOOD AND AGREED THAT PITKIN COUNTY TITLE, INC. NEITHER ASSUMES NOR WILL BE CHARGED WITH ANY FINANCIAL OBLIGATION OR LIABILITY WHATEVER
ON ANY STATEMENT CONTAINED HEREIN
TOM TWICHELL'
STATE OF COLORADO)
)SS
COUNTY OF PITKIN )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -V7DAY OF 2012, BYTOM TWICHELL, AS REPRESENTATIVE OF A DULY AUTHORIZED
REPRESENTATIVE OF A CORPORATE TITLE INSURER REGISTERED TO DO BUSINESS IN PITKIN C LINTY, COLORADO.
WITNESS MY HAND AND OFFICIAL
MY OMMISSION EXPIRE06W`s &"Ai
NOTARY PUBLIC
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE,,COLORADO 81623
11
ENG.COM
sb
UNIT A2 LINE TABLE
LINE
BEARING
LENGTH
LA2.1
S49 029'07 "W
8.00'
LA2.2
N85 030'53 "W
2.10'
LA2.3
N40 °30'53 "W
10.19'
LA2.4
S49 029'07 "W
5.29'
LA2.5
SO4 °29'07 "W
0.45'
LA2.6
N85 °30'53"W
145'
LA2.7
N04 °29'07 "E
0.60'
LA2.8
N40 °30'53 "W
15.38'
LA2.9
N85 °30'53"W
0.60'
LA2.10
N04 029'07 "E
1.45'
LA2.11
S85 030'53 "E
0.45'
LA2.12
N24 032'28 "E
10.25'
LA2.13
N40°30'53 "W
2.60'
UNIT Cl LINE TABLE
LINE
BEARING
LENGTH
LCIA
N44 °29'37 "W
337'
LC1.2
N45 °30'23 "E
10.17'
LC1.3
NOO °30'23 "E
2.33'
LC1.4
N89 °29'37 "W
1.72'
LC1.5
NOO °30'23 "E
0.60'
LC1.6
S89'29'37 "E
1.72'
LC1.7
NOO °30'23 "E
0.25'
LC1.8
N44 °29'37"W
11.10'
LC1.9
N45 °30'23 "E
15.59'
LCIAO
S44 °29'37 "E
12.05'
LC1.11
SOD °30'23 "W
7.13'
UNIT Cl LINE TABLE
LINE
BEARING
LENGTH
LC1.12
S42'2T02'1V
17.00'
LCIA3
N83 °11'13 "W
14.70'
LC1.14
N52 °40'14"W
34.45'
LC1.15
N29 °28'34 "E
28.60'
/x
i
i
IC
G1
�$$$d
Cl.
/
L 3
/
LINE
SUPPLEMENTAL CONDOMINIUM MAP NO.4 FOR:
THE ASPEN CLUB CONDOMINIUMS
A PARCEL OF LAND SITUATED IN LOTS 13A & 13 OF THE CALLAHAN SUBDIVISION IN THE
E1/ OF SECTION 18 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
COUNTY OF PITKIN, STATE OF COLORADO
SHEET 3 OF 4
DECK AND GROUND LEVELSUPPLEMENTS
/
LINE
BEARING
LENGTH
LA3.1
SO4 °29'07"W
/
LA3.2
N85 °30'53 'W
8.17'
LA3.3
N40 °30'53 "W
1.46'
LASH
N04 °29'07 "E
12.02'
LC2.5
N89 °29'37' W
0.90'
A1(1422)
NOO °30'23 "E
\ \
LC2.7
N44 °29'37 "W
13.50'
LC2.8
�%
FF
LC2.9
NOO'30'23 "E
0.90'
LC2.10
S89 °29'37 "E
8020.66
LC2.31
N44 °29'37"W
3.46'
LC2.12
N45'30'23 "E
(801544 R CORDED)
LB4.13
N49 °17'57 "E
2.60'
L84.14
A2 (1424) D LTA 5.22
10.50'
THIS SUPPLEMENT
n y-- -LE2.9
UNIT El LIMITED
: LE2.10
ELEMENT
^ ��-
/ / LE2.11
LD6.17
/ LE2.13
DECKS
LD6.18
SOO °08'29 "E
1,
LD6.19
S89 °511311W
REVISEDBYTHIS
%
NOO °08'29"W
2.50'
"\
\
C
\
/ \
SUPPLEMENT
UNIT A2 LIMITED
\\
BUI,I''DING A \\
A4 (1428)
\,
COMMON ELEMENTS
7 L
J LA213
7
DECKS REVISED BY
THIS SUPPLEMENT
a
LA2.11 .J
A3 (1426)
UNIT A4 LIMITED
\ COMMON
LA2.1�'9 i
\[q\8 ti n -%,.3
~ DECK REVISED BY THIS
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ELEMENT
J
\ s/ \
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UNIT A3 LIMITED
�•2
LA2.7
COMMON ELEMENT
b/
LA2.LA2.5
` i
/J�'- �- -LLA4454
-�
CA3.1 'LLA4.6
% - -
3 .7
UNIT A3 LINE TABLE
LINE
BEARING
LENGTH
LA3.1
SO4 °29'07"W
11.65'
LA3.2
N85 °30'53 'W
8.17'
LA3.3
N40 °30'53 "W
1.46'
LASH
N04 °29'07 "E
12.02'
UNIT A3 CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CA3.1
3.57'
2.27'
2.27
90 °00'0"
S 49 °290" W
DECK REVISED BY
THIS SUPPLEMENT
UNIT Cl LIMITED
COMMON
ELEMENT
C1(1421)
5' PUBL%- % / \
UTILITY EASEMEt';i!.
� X`X \X14 13
iCl• X
X�X ✓X
/ FENCE LINE AREA ADDED AS
LIMITED COMMON ELEMENT
FOR Cl PER THIS SUPPLEMENT
UNIT C2 LINE TABLE
LINE
BEARING
LENGTH
LC2.1
S45'30'23"W
7.00'
LC2.2
N4429'37"W
11.30'
LC2.3
S45 °30'23 "W
0.40'
LC2A
SOO °30'23"W
2.30'
LC2.5
N89 °29'37' W
0.90'
LC2.6
NOO °30'23 "E
2.40'
LC2.7
N44 °29'37 "W
13.50'
LC2.8
N89 °29'37"W
2.40'
LC2.9
NOO'30'23 "E
0.90'
LC2.10
S89 °29'37 "E
1.50'
LC2.31
N44 °29'37"W
3.46'
LC2.12
N45'30'23 "E
7.91'
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAI
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTERYOU FIRST DISCOVERSUCH DEFECT. IN NO EVENT MAYANYACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED. MOM THAN TEN
,BUILDING C
�� C2 (1423)
DECKS REVISED BY
THIS SUPPLEMENT
UNIT C2 LIMITED
COMMON
LC2.11
\[C21
C3 (1425)
DECKS REVISED BY
THIS SUPPLEMENT
(UNIT C3 LIMITED
LC3.10 ! COMMON /
ELEMENT
[CC2S24 //� fi\
LC3.6 \
LC3.7 \
_ LC3.8 LC3.2
LC3.4
LC3.3
UNIT C3 LINE TABLE
LINE
BEARING
LENGTH
LC3.1
S45430'23"W
16.02'
LC3.2
SOO'30'23"W
2.25'
LC3.3
N89 °29'37"W
0.95'
LC3.4
NOO °30'23 "E
2.20'
LC3.5
N44 °29'37"W
20.36'
LC3.6
N89 °29'37 "W
2.15'
LC3.7
NOD °30'23 "E
0.95'
LC3.8
S89 °29'37 "E
2.10'
LC3.9
N45 030'23 "E
11.20'
LC3.10
N44 °29'37"W
3.35'
FF
8020.59
(8015.46 RECORDED)
/ \DELTA 5.13
/
UNIT A4 LINE TABLE
LINE
BEARING
LENGTH
LA4.1
S0429'07"W
10.15'
LA4.2
549'29'07 "W
6.75'
LA4.3
N85 °30'53"W
22.48'
LA4.4
549'29'07"W
1.55'
LA4.5
1440 °30'53"W
0.95'
LD2.6
N49 °29'07 "E
0.95'
MA4l
LA4.7
N40 °3!' 3"W
3.35'
LA4.8
N04 °29'07 "E
7.95'
//�
D1(1427)
DECKS REVISED BY
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//� UNIT Dl LIMITED
COMMON
/ �ELLEMENT D2 (1429)
a m
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[pl pZIO(pZg \ { hp's
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UNIT D1 LINE TABLE
LINE
BEARING
LENGTH
LD3.1
544 °51'31"W
16.60'
LD1.2
N45 °08'29"W
32.56'
LD1.3
N44 °51'31 "E
11.30'
DECKS REVISED BY
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UNIT D2 LIMITED
COMMON ELEMENT
-/ w i /
ON/
[pZ�
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\ V/
401. [p26p ?S ' loz 0/
3 [073 14
UNIT D2 LINE TABLE
LINE
BEARING
LENGTH
LD2.1
S44 °51'31 "W
12.10'
LD2.2
N45 °08'29"W
9.95`
LD2.3
NOO °08'29"W
2.65'
LD24
N45 °08'29"W
13.73'
L32.5
S89 °51'31"W
2.80'
LD2.6
NOG °08'29"W
0.90'
LD2.7
N89 °51'31 "E
2.80'
LD2.8
N44 °51'31 "E
9.70'
B1(1430)
DECK REVISED BY
THIS SUPPLEMENT
UNIT Bl LIMITED -
COMMON
ELEMENT,
FF /
8020.61 /
(8015.0 RECORDED) /
/ L.4 TA 5.11
/
/
/
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B2 (1432)
DECK REVISED BY
THIS SUPPLEMENT
UNIT B2 LIMITED
COMMON
ELEMENT
,' 010
UNIT BI LINE TABLE
LINE
BEARING
LENGTH
L81.1
SO4 °3T57"W
5.72'
LB1.2
N85 °42ES"W
12.08'
LB1.3
N04 °17'57 "E
10.09'
D3 (1431)
BUILDING
CKS REVISED BY THIS
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UNIT D3 LIMITED 7
COMMON ELEMENT I
/ '1/ I
Ii 4) / \
\ \\ FF�= D3S��LD32.
�l LD3.4 `LD3.3
UNIT D3 LINE TABLE
LINE
BEARING
LENGTH
LD3.1
S44 °51'31"W
3:35'
LD3.2
SOO °0819 "E
2.60'
LD3.3
S89 °51131"W
0.90'
LD3.4
NOD °08'29 'W
2.60'
LD3.5
N80 °08'01"W
14.04'
LD3.6
N44 °51'31 "E
12.35'
D4 (1433)
SOPRIS ENGINEERING - LLC
GB
B3 (1434)
N
i
-
B4 (1436)
DECKS REVISED BY
THIS SUPPLEMENT
UNIT B4 LIMITED
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��/ �-LB4.4
(� -LB4.6
- - m Z: ,. 64.7
\\a 0&�Oi - -L84.8
-LB4.9
\L64.13
L84.11
UNIT B2 LINE TABLE
LINE
BEARING
LENGTH
L62.1
SO4 017'57 "W
5.85'
LB2.2
N85 °42'03 'W
11.96'
L62.3
N04 °17'57 "E
10.34'
D5 (1435)
DECKS REVISED BY
THIS SUPPLEMENT
UNIT DS LIMITED ,
COMMON
�t ELEMENT
e\ L05.19
\
LOS 25 : LD5.20
\ LDS.
LD5.24 LDS 23
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
70) 704 -0311 SOPRISENG @SOPRISENG.COM
i
/
D6 (1437)
LINE
DECKS REVISED BY
LENGTH
THIS SUPPLEMENT
SO4 °17'57 "W
UNIT D6 LIMITED
LB4.2
COMMON
3.00'
ELEMENT
S49'17'57"W
130'
LD6.12
[psI
2.15'
LD6.17
S61 °42'56 "W
6.21
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LB4.6
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LD5.4
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LD5.5
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LD6.20
`LDS.16
LDS.17
UNIT B4 LINE TABLE
LINE
BEARING
LENGTH
L84.1
SO4 °17'57 "W
3.00'
LB4.2
S40 °42'03 "E
3.00'
LB4.3
S49'17'57"W
130'
L84A
N40'42'03"W
2.15'
LB4.5
S61 °42'56 "W
14.17'
LB4.6
SO4 °17'57'1V
2.65'
LB4.7
S40 °42'03 "E
2.65'
LB4.8
S49 °17'57'W
1.40'
LB4.9
N40 °42'03"W
2.70'
L64.10
N85 °42'03"W
19.61'
LB4.11
S49 °17'57 'W
2.60'
LB4.12
N40 °42'03"W
1.40'
LB4.13
N49 °17'57 "E
2.60'
L84.14
N04 °17'57 "E
10.50'
X061 �LD6.2
\ �LD6.3
/ LD6A
J- LD6.10
UNIT DS LINE TABLE
LINE
BEARING
LENGTH
LD5.1
\
6.63'
DECKS REVISED BY
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THIS SUPPLEMENT
UNIT E3 LIMITED \a
/
COMMON \
\\
ELEMENT \
�\
E3 (1443) \
LD5.5
S44'51'31"W
0.90'
LD5.6
N45 °08'29"W
1.62'
/
LE3.4
0.85'
LD5.8
SOO °08'29 "E
3.65'
LD5.9
MECHANICAL ROOM �\
BUILDING E \GENERALCOMMON
LDSAO
ELEMENT
\ \ \�
E2 (1441)
S89 °51'31"W
DECKS REVISED BY
LD6.12
THIS SUPPLEMENT 1 E2.1
1.80'
UNIT E2 LIMITED LE LE
E1(1439)
COMMON LE24
ELEMENT \ALL 26
LD6.14
'_LE2'7
DECKS REVISED BY N- -
LE2.8
THIS SUPPLEMENT
n y-- -LE2.9
UNIT El LIMITED
: LE2.10
ELEMENT
^ ��-
/ / LE2.11
LD6.17
/ LE2.13
0.60'
LD6.18
SOO °08'29 "E
1,
LD6.19
S89 °511311W
r
LD6.20
NOO °08'29"W
2.50'
X061 �LD6.2
\ �LD6.3
/ LD6A
J- LD6.10
UNIT DS LINE TABLE
LINE
BEARING
LENGTH
LD5.1
S45 °08'29 "E
6.63'
LD5.2
SOO °08'29 "E
12.27
LD5.3
S89 °51'31"W
19.53'
LD5.4
S45 °08'29 "E
0.72'
LD5.5
S44'51'31"W
0.90'
LD5.6
N45 °08'29"W
1.62'
LD5.7
S89 °51'31'1V
0.85'
LD5.8
SOO °08'29 "E
3.65'
LD5.9
S89'51'31"W
20.88'
LDSAO
NOO °08'29"W
11.11'
UNIT El LINE TABLE
LINE
BEARING
LENGTH
LE1.1
SOO'22'23"W
l0A0`
LE1.2
N89 °37'37"W
26.90'
LE1.3
NOO °22'23 'E
9.61'
LE1.4
N89 °37'37"W
9.40'
UNIT D6 LINE TABLE
LINE
BEARING
LENGTH
LD6.1
545 °08'29 "E
11.36'
LD6.2
N89 °51'31 "E
2.26'
LD6.3
SOO °08'29 "E
0.95'
LD6A
S89 °51'31"W
2.30'
LD6.5
S44 °51'31"W
20.73'
LD6.6
SOO °08'29 "E
2.53'
L06.7
S89151131"W
0.95`
LD6.8
NOO °08'29"W
2.55'
LD6.9
N45 °08'29"W
2.75'
LD6.30
SOD'08'29 "E
155'
LD6.11
S89 °51'31"W
0.90'
LD6.12
NOO'08'29'1W
1.80'
LD6.13
S82 °59'23"W
9.45'
LD6.14
S07600'37 "E
7.OY
LD6.15
S82 °59'23 "W
3.70'
LD6.16
'N07'00'37 "W
700'
LD6.17
S82 °5913"W
0.60'
LD6.18
SOO °08'29 "E
2.60'
LD6.19
S89 °511311W
0.90'
LD6.20
NOO °08'29"W
2.50'
LD6.21
N45 °08'29 "W
3.35'
GRAPHIC SCALE
{ IN FEET)
1 inch = 20 ft.
UNIT E3 LINE TABLE
LINE
BEARING
LENGTH
LE3.1
S89 °37'37 "E
11.00'
LE3.2
SOO °22'23"W
31.81'
LE3.3
N89 °37`37"W
15.66'
LESA
NOO °22'23 "E
0.45'
UNIT E2 LINE TABLE
LINE
BEARING
LENGTH
LE2.1
589 °37'37 "E
0.40'
LE2.2
SOO'22'23"W
0.51'
LE2.3
S89 °37'37 "E
1.10'
LE2.4
SOO °22'23 "W
4.80'
LE2S
S44 °3737 "E
0.23'
LE2.6
S45 °22'23"W
0.90'
LE2.7
N44'37'37"W
0.88'
LE2.8
SOO'22`23"W
7.62'
LE2.9
S44 °37'37 'E
1.15'
LE2.10
S45 °22'23"W
0.95'
LE2.11
N44 °37'37"W
1.00'
LE2.12
N89 °37'37"W
935'
LE2.13
N44 °37'37"W
2.55'
LE2.14
N00 °22'23 "E
12.05'
N�
80
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UNIT A3 LINE TABLE
LINE
BEARING
LENGTH
LA3.3
S49 °29'02 "W
2.85'
LA3.4
S40 °30'51 "E
9.00'
LA3.5
N04 °29'07 "E
6.27'
LA3.6
N85 °30'53 'W
0.55'
LA3.7
SO4 °29'07"W
2.95'
6A3.8
N85 °30'53 "W
0.77'
NOTICE: ACCORDING TO COLORADO LAW
ACTION BASED UPON ANY DEFECT IN THIS
AFTER YOU FIRST DISCOVER SUCH DEFECT
BASED UPON ANY DEFECT IN THIS SURVEI
YEARS FROM THE DATE OF CERTIFICATIOP
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UNIT A3 DECK
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IN NO EVENT MAY ANYACNON
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UNIT C2 LINE TABLE
LINE
BEARING
LENGTH
LC2.1
S89 °29'37 "E
7.69'
LC22
SOWW23"W
6.74'
LC2.3
NOO °30'23 "E
2.17'
LC2.4
N89 °29'37W
7.25'
LC2.5
SOO °30'23'1N
2.17'
LC2.6
N89 °29'37"W
0.77'
LC23
N89 °29'37"W
2.94'
LC2.8
N89 °29'37 "W
2.56'
LC2.9
N44 °29'37"W
4.25'
LC2.30
N45 030'23 "E
8.24'
LC2.11
N00 030'23 "E
7.77'
LC2.12
S89 °29'37 "E
0.81'
LC2.13
N00 °30'23 "E
0.92'
LC2.14
589 °29'37 "E
4.06'
LC2.15
SOO °30'23"W
2.04'
GRAPHIC SCALE
IN FEET)
1 inch = 10 ft.
/
/
EXTERIOR WAU.AT
GROUND LEVEL .
1.11'
SUPPLEMENTAL CONDOMINIUM MAP NO.4 FOR:
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A PARCEL OF LAND SITUATED IN LOTS 13A & 13 OF THE CALLAHAN SUBDIVISION IN THE
E%2 OF SECTION 18 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
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/
/
/
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/
/
/
/
/
/
/
/
/
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BASEMENT ADDITION
TO UNIT C2 (1423) AT
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LB3.7
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UNIT B3 LINE TABLE
LINE
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LENGTH
L83.1
S40 °42'03 "E
4.40'
LB3.2
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0.05'
LB3.3
S40 °42'03 "E
2.60'
L83.4
S49 017'57 "W
6.80'
LB3.5
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0.87'
LB3.6
S40 °42'03 "E
6.71'
L83.7
S49 °17'57 "W
2.38'
L83.8
S4W42'03 "E
7.63'
L83.9
S49 °17'57 "W
3.00'
LB3.10
S49 °17'57"W
1.20'
L83.31
S49 °17'57"W
2.64'
LB3.12
S40 °42'03 "E
8.16'
LB3.13
S49 017'57 "W
0.43'
LB3.14
S40 °42'03 "E
0.75'
L83.15
S49 °17'57"W
2.04'
L83.16
S40 °42'03 "E
0.64'
LB3.17
S49 °17'57"W
3.09'
L83.18
N40 °42'03"W
0.64'
L83.19
S49 °17'S7"W
3.2(Y
LB3.20
N49 °17'57 "E
1.65'
L83.21
N4004VOM
9.08'
LB3.22
N49 °17'57 4E
1.15'
L83.23
N40- 42 -03-W
3.49'
LB3.24
N49 °17'57 "E
7.83'
UNIT DS LINE TABLE
LINE
BEARING
LENGTH
LD5.7
S45 °4844 "E
4.94'
LDSA
S45 °48'44 "E
% 1.44' -
LD5.9
S44 °11'16"W
2.71'
LDSAO
S44°11'16"W
2.97'
LD5.11
S44 °11'16"W
1.59'
LD5.18
N69 °35'51"W
LIDS 17 /
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7.19'
k h2)
UNIT DS LINE TABLE
LINE
BEARING
LENGTH
LD5.7
S45 °4844 "E
4.94'
LDSA
S45 °48'44 "E
4.12'
LD5.9
S44 °11'16"W
2.71'
LDSAO
S44°11'16"W
2.97'
LD5.11
S44 °11'16"W
1.59'
LD5.12
N69 °35'51"W
5.93'
LD5.13
NOO °48'4,VW
7.19'
LD5.14
N45 °48'44"W
7.35'
LDSAS
N44 °11'16 "E
6.03'
LD5.16
N45948'44"W
1.15'
LD5.17
N44 °11'16 "E
2.30'
LD5.18
S45 94844 "E
1.15'
LD5.19
N44 011'16 "E
6.20'
LD5.20
N44°IV.WE
8.00'
EXTERIOR WALL
GROUND LEVEL
/
BASEMENT L1.90
LEVEL -11/2
388 SQ.FT.
FLOOR= 7993.72
CEILING = 8001.54
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\ \ \\ LD5.12
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SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
70j 704 -0311 SOPRISENG @SOPRISENG.COI
/
/
/
/
/
EXTERIOR WALL AT
GROUND LEVEL
D1(1427)
LIMITED
COMMON
ELEMENT
UNIT D1 DECK
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DECK ADDITION TO UNIT
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BASEMENT ADDITION
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UNIT Dl LINE TABLE
LINE
BEARING
LENGTH
LDIA
S89 °51'31"W
3.00'
LD1.2
N44 °51'31 "E
3.45'
LD1.3
N45 008'29 "W
3.32'
EXTERIOR
f
7 GROUNDI
1
r/
14.34'
8.16'
y
*14
\
i \
,r \\
OM S,
11/2 °w .FT. 18.78 022.07 "w_ 35) �N931 \\
N
UNIT D5 LINE TABLE
LINE
BEARING
LENGTH
LD5.21
S00 °08'29 "E
2.44'
LD5.22
N89 °51'31 "E
4.85'
LD5.23
S44 °51'31 "W
2.64'
LD5.24
N44 °51'31"W
6.86'
LD5.25
N44 °51'31 "E
6.70'
LD5.26
S44 *111 "W
2.98'
LD5.27
N00 °O8'29"W
7.25'
LD5.28
S89 °51'31"W
3.60'
LD5.29
N44 °51'31 "E
0.89'
v \
LD5.26 \
LIMITED
COMMON °g29FS \
ELEMENT
UNIT A3 DECK o \ \
LEVEL +11/2 °
REVISED DECK i
(SEE SHEET3)
W
�. 1
BEDROOM AND DECK
ADDITION TO UNIT
D5 (1435) AT LEVEL +11/2