HomeMy WebLinkAbout828-882CERTIFICATE OF OWNERSHIP � I L 0 I
J
KNOW ALL MEN BY THESE PRESENTS
THAT THE UNDERSIGNED, BEING THE OWNER IN FEE SIMPLE OF ALL OF THE LAND WITHIN:
LOT 2, PITKIN RESERVE PER THE FIRST AMENDED PLAT OF LOT 2, PITKIN RESERVE RECORDED AUGUST 21, 2015 AS PLAT
BOOK 112 AT PAGE 18 (RECEPTION NO. 622583).
CITY OF ASPEN
COUNTY OF PITKIN
STATE OF COLORADO;
SAID OWNER HEREBY AMENDS SAID PLAT AS FOLLOWS:
PURPOSE STATEMENT:
TO ADJUST THE BUILDING ENVELOPE SITUATED ON SAID LOT 2, AS SHOWN HEREON.
EXECUTED THIS_11L DAY OF 2016
LOT 2 OWNER:
CK PITCO ASSOCIATES, LLC, A DELWARE LIMITED LIABILITY COMPANY
BY:. AS
BY: jj
AS ✓-1
STATE O F,)
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COUNTY OF PF aq- )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS G DAY OF
2016 BY e,, 6u(ISAS CK PITCO ASSOCIATES, LLC, A DELW (ARE LIMITED LIABILITY COMPANY.
'COM lit3N191TALz7- OF PE-JJIN'S LVANIA
WITNESS MY HAND AND OFFICIAL SEAL
MY COMMISSION EXPIRES: �� �y �L_� Emily K� a�'Puhlic
City of °ht';_ ?',ab Caunty I
Mv
TITLE COMPANY CERTIFICATE
THE UNDERSIGNED, A DULY -AUTHORIZED REPRESENTATIVE OF PITKIN COUNTY TITLE INC., REGISTERED TO DO BUSINESS IN
PITKIN COUNTY, COLORADO, DOES HEREBY CERTIFY, THAT THE PERSON LISTED AS OWNER ON THIS PLAT HOLDS FEE SIMPLE
TITLE TO THE REAL ESTATE DESCRIBED HEREON FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THE LIEN
OF THE MORTAGE NAMED HEREON. ALTHOUGH WE BELIEVE THE FACTS STATED ON THIS AMENDED PLAT ARE TRUE, THIS
CERTIFICATE IS NOT TO BE CONSTRUED AS AN ABSTRACT OF TITLE NOR AN OPINION OF TITLE, NOR GUARANTEE OF TITLE,
AND IT IS UNDERSTOOD AND AGREED THAT PITKIN COUNTY TITLE, INC. NEITHER ASSUMES NOR WILL BE CHARGED WITH
ANY FINANCIAL OBLIGATION NOR LIABILITY WHATSOEVER ON ANY STATEMENT CONTAINED HEREIN.
LOT 1
PLAT BOOK 16 PAGE 15
SECOND AMENDED PLAT OF:
LOT 2, PIT
KIN RESERVE
SITUATED IN THE SEI OF SECTION 1 & NEI OF SECTION 12
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 1 OF 1
PURPOSE STATEMENT: THE PURPOSE OF THIS PLAT IS TO CREATE A NEW BUILDING ENVELOPE
GRAPHIC SCALE
20 D 10 2040
( IN FEET)
1 inch = 20 ft.
PROJECT BENCHMARK
FOUND NO.5 REBAR
W/ILLEGIBLE CAP
ELEVATION=7814.00'
' k DATE t�- - ( ip , 2016.
-A' 94APITKIN COUNTY TITLE, INC.
STATE OF COLORADO )
)SS
COUNTY OF PITKIN )
\
20' HOLY CROSS UNDERGROUND RIGHT-OF-WAY &EASEMENT REC. N0.234417 y \
SEE NOTE NO. 10
E FOREGOING TI LE CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS il� DAY OF6mw016 BY ti \
v -A W1 Wd AS THE E M:MJ.r
OF PITKIN COUNTY TITLE, INC. \
MY COMMISION EXPIRES:4A v
WITNESS MY HAND AND SEAL. /�pt/o�" "
I�O ��P"'il�i'r
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NOTARY PUBLIC
�/% BTNrE OF COLORADONoWqll) 20054046206
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NOTARY PUBLIC Mor Com-, Expires 11201/201 `-
NOTICE: ACCORDING TO COLORADC
ACTION BASED UPON ANY DEFECT IN THIS SURvtY W� J rnry J nec�� � �Nti
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.
D
cot
FOUND NO. 5 REBAR
W/ILLEGIBLE CAP ra•
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80
ABANDONED BUILDING ENVELOPE PER THE FIRST AMENDED PLAT OF LOT 2 (PLAT BOOK 112 PAGE 18) 0.188 ACRES +/-
BUILDING ENVELOPE PER THIS AMENDED PLAT 0.188 ACRES+/-
20.00' WIDE
ACCESS AND UTILITY EASEMENT
PLAT BOOK 16 PAGE 15
LOT 7
PLAT BOOK 16 PAGE 15
10.00' ASPEN METROPOLITAN SANITATION
AND ASPEN SANITATION DISTRICT EASEMENT
PLAT BOOK 16 PAGE 15
\ .
10.00' CITY OF ASPEN WATERLINE EASEMENT
PLAT BOOK 16 PAGE 15 \\
\ \ \
\
\
FOUND NO. 5 REBAR
NO CAP
NO C
Sga o$ zd
LOT 3
PLAT BOOK 16 PAGE 15
ENVELOPE CURVE TABLE
Curve #
Length
Radius
Tangent
Delta
Chord Direction
Chord
CE4
42.77'
86.45'
21.83'
28'20'40"
N56' 46'29"W
42.33'
6.86'
LE78
S37' 37'02"W
45.54'
LE79
N49' 37'56"W
46.18'
LE80
N30' 48'41"E
8.33'
LE82
N59' 11'19"W
7.26'
LE83
N14' 11'19"W
6.26'
LE84
N31' 37'12"W
8.12'
LE85
N30' 48'41"E
23.38'
LE86
N59' 11' 19"W
4.00'
LE87
N30' 48'41"E
2.71'
LE88
N59' 11'19"W
14.27'
LE89
N30' 48' 41"E
10.11'
LE90
S59° 11'19"E
14.27'
LE91
N30' 48'41"E
14.09'
LE92
S59° 10'34"E
31.54'
LE93
N30' 48' 41"E
32.48'
\
S56' 32'58"E
4.52'
LE95
N30' 48'41"E
2.35'
LE96
S59' 11'19"E
14.29'
LE97
S30' 48'41"W
3.01'
LE98
S56' 32' 58"E
2.69'
LE99
S30' 48' 41"W
18.38'
LE100
I S59' 11'19"E
33.56'
��
8F
96 11
\
0,
\
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10.00' ASPEN METROPOLITAN SANITATION
AND ASPEN SANITATION DISTRICT EASEMENT
PLAT BOOK 16 PAGE 15
\ .
10.00' CITY OF ASPEN WATERLINE EASEMENT
PLAT BOOK 16 PAGE 15 \\
\ \ \
\
\
FOUND NO. 5 REBAR
NO CAP
NO C
Sga o$ zd
LOT 3
PLAT BOOK 16 PAGE 15
ENVELOPE CURVE TABLE
Curve #
Length
Radius
Tangent
Delta
Chord Direction
Chord
CE4
42.77'
86.45'
21.83'
28'20'40"
N56' 46'29"W
42.33'
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE), COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
NOTES
1) DATE OF FIELD WORK: MARCH 5, 10, 11 AND 13, 2015.
I let, I,
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Sette
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?n Y �'
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,,�` ��la,�
} , b, t' t � r1 f t t�" \ i t 1 t a -.fit LV •' .
54
4
2) DATE OF PREPARATION: FEBRUARY - JULY, 2015. REVISED DECEMBER, 2015 - JANUARY, 2016.
VILINI I Y MAN
SCALE: 1" = 2000'
3) BASIS OF BEARING: A BEARING OF A BEARING OF S 40' 22'53" E BETWEEN THE CITY OF ASPEN MONUMENT NOS. 10 AND 20,.AS SHOWN ON THE CITY OF ASPEN - GPS CONTROL
MONUMENTATION 2009 MAP (SEE NOTE NO. 4, BELOW). THIS CREATED A SITE BASIS OF BEARING OF N 31`01'02" E ALONG WESTERLY LINE OF LOT 2 BETWEEN THE FOUND NO.5 REBARS
W/ILLEGIBLE CAPS AND A ROTATION COMPARED TO THE PLATTED BEARINGS OF CLOCKWISE 0"51'02", AS SHOWN.
4) BASIS OF SURVEY (RECORDED DOCUMENTS FOUND IN PITKIN COUNTY RECORDS): THE FIRST AMENDED PLAT OF LOT 2, PITKIN RESERVE RECORDED AUGUST 21, 2015 AS RECEPTION NO.
622583(PLAT BOOK 112 PAGE 18); THE FINAL PLAT OF PITKIN RESERVE RECORDED MARCH 11, 1982 AS RECEPTION NO. 239880 (PLAT BOOK 12 PAGE 91); THE PITKIN RESERVE ANNEXATION
RECORDED APRIL 2, 1982 AS RECEPTION NO. 240363 (PLAT BOOK 13 PAGE 19); THE FIRST AMENDED PLAT OF PITKIN RESERVE RECORDED MAY 28, 1983 AS RECEPTION NO. 250441 (PLAT BOOK 14
PAGE 92); THE SECOND AMENDED PLAT OF PITKIN RESERVE RECORDED JUNE 25, 1984 AS RECEPTION N0.260514 (PLAT BOOK 16 PAGE 15); THE CITY OF ASPEN - GPS CONTROL
MONUMENTATION 2009 MAP PREPARED BY MARCIN ENGINEERING LLC, DATED JULY 13,2010; VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN.
5) THIS SURVEY DOES NOT CONSTITUTE ATITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING
EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4 AND THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC.,
REBAR, BENT CASE NO. PCT24148-TBD WITH AN EFFECTIVE DATE OF MAY 21, 2015.
6) BASIS OF ELEVATION: THE 1998 CITY OF ASPEN DREXEL BARREL CONTROL DATUM, WHICH IS BASED ON AN ELEVATION OF 7720.88' (NAVD 1988) ON THE NGS STATION "5-159". THIS
ESTABLISHED A SITE BENCHMARK, SHOWN ON PAGE 1.
7) THE BUILDING ENVELOPE AS SHOWN WAS SCANNED FROM THE SECOND AMENDED PLAT. SAID PLAT DOES NOT DIMENSION THE ENVELOPE.
8) ACCORDING TO THE SECOND AMENDED PLAT, LOT 2 IS SUBJECT TO "THE PUBLIC UTILITIES EASEMENTS FOR PUBLIC UTILITY PURPOSES ALONG ALLTHE EXISTING AND PROPOSED UTILITY
LINES."
9) THE PROPERTY SHOWN HEREON IS DEPICTED WITHIN ZONE X (NOT SHADED), OUTSIDE THE 500 -YEAR FLOOD PLAIN, ACCORDING TO THE FEDERAL FLOOD INSURANCE RATE MAP NUMBERED
08097CO203C, EFFECTIVE JUNE 4,1987.
10) THE EXISTING UNDERGROUND ELECTRIC LINE IS COVERED BY A 20 FOOT WIDE (10 FEET EACH SIDE OF CENTERLINE) HOLY CROSS EASEMENT RECORDED JULY 24,1981 AS RECEPTION NO.
234417. SAID EASEMENT LIES SOUTH OF THE EXISTING UNDERGROUND ELECTRIC LINE. FOR THE PURPOSE OF THIS SURVEY, SE USED THE FIELD MARKED LINE AS THE CENTERLINE FOR THE
EASEMENT. i
ENVELOPE LINE TABLE
Line #
Direction
Length
LE74
S30' 48'41"W
25.36'
LE75
S59' 11'19"E
5.66'
LE76
S30' 48'41"W
2.00'
LE77
S59' 11'19"E
6.86'
LE78
S37' 37'02"W
45.54'
LE79
N49' 37'56"W
46.18'
LE80
N30' 48'41"E
8.33'
LE82
N59' 11'19"W
7.26'
LE83
N14' 11'19"W
6.26'
LE84
N31' 37'12"W
8.12'
LE85
N30' 48'41"E
23.38'
LE86
N59' 11' 19"W
4.00'
LE87
N30' 48'41"E
2.71'
LE88
N59' 11'19"W
14.27'
LE89
N30' 48' 41"E
10.11'
LE90
S59° 11'19"E
14.27'
LE91
N30' 48'41"E
14.09'
LE92
S59° 10'34"E
31.54'
LE93
N30' 48' 41"E
32.48'
LE94
S56' 32'58"E
4.52'
LE95
N30' 48'41"E
2.35'
LE96
S59' 11'19"E
14.29'
LE97
S30' 48'41"W
3.01'
LE98
S56' 32' 58"E
2.69'
LE99
S30' 48' 41"W
18.38'
LE100
I S59' 11'19"E
33.56'
LE101
S30' 48'41"W
13.51'
LE102
S59' 11'19"E
3.00'
LE103
S30° 48'41"W
3.27'
LE104 S59' 11' 19"E I 14.00'
COMMUNITY DEVELOPMENT DIRECTOR APPROVAL
THIS SECOND AMEND D PLAT OF LOT 2, PITKIN RESERVE WAS APPROVED BY THE CITY COMMUNITY DEVELOPMENT DIRECTOR OF THE CITY OF ASPEN, COLORADO
THIS I DAY OF 016.
CITY COMMUNITY DEVELOPMENT DIRECTOR
CITY ENGINEER'S CERTIFICATE
r�
THE SECOND AMENDED PLAT OF LOT 2, PITKIN RESERVE WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT SURVEY REQUIREMENTS THISZ DAY OF
, 2016.
CITY E GINEER
SURVEYOR'S CERTIFICATE
I, GEOFFREY R. KELLER, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT 1 HAVE PREPARED THIS SECOND AMENDED PLAT OF LOT 2, PITKIN RESERVE AS LAID OUT,
PLATTED, DEDICATED AND SHOWN HEREON; THAT THE SAME IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS MEETS THE REQUIREMENTS OF A
LAND SURVEY PLAT ORTH IN CRS SECTION 38-51-106; THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000. RECORDED EASEMENTS, RIGHTS-OF-WAY AND
RESTRICTIONS TH IN THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE INC. UNDER CASE NO. PCT24148-TBD WITH AN EFFECTIVE DATE OF MAY
21, 2015.
goo. FYr''
DATED 21 6 N
379 /%
CLERK AND RECORDER'S ACCEPTANCE
THIS SECOND AMENDED PLAT QF LOT 2, PITKIN E E IS ACCEPTED FOR FILING IN THE OFFICE OF THE LERK AND RECORDER OF PITKIN COUNTY, COLORADO AT
O'CLOCK - M., THIS AY OF 2016, IN PLAT BOOK AT PAGE RECEPTION NO.
aLi
PITKIN Co CLERK A/R RIDER
2/12/2016 - GRK 15029.05- G:\2015\15029\SURVEY\Survey DWGs\Survey Plots\AMENDED PLAT\15029 MINOR PLAT AMENDMENT