HomeMy WebLinkAboutPlat - Second Amendment - 2013FINAL PLAT OF:
BURLINGAME RANCH AFFORDABLE HOUSING., FILING No. 1 FINAL SUBDIVISION PLAT- SECOND AMENDMENT
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TRACTS A, B & C BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1, FINAL SUBDIVISION PLAT 1ST AMENDMENT
CERTIFICATE OF OWNERSHIP A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
KNOW ALL MEN BY THESE PRESENTS CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
THAT THE CITY OF ASPEN, BEING THE OWNER IN FEE SIMPLE OF THE FOLLOWING DESCRIBED REAL PROPERTY SITUATED IN THE CITY OF ASPEN, PITKIN COUNTY, COLORADO, TO WIT:
TRACTS A, B AND C, BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, FILING No. 1, ACCORDING TO THE PLAT RECORDED OCTOBER 10, 2005 IN PLAT BOOK 75 AT PAGE 51 UNDER RECEPTION NO. SHEET 1 OF 7
515999 AND FIRST AMENDMENT RECORDED APRIL 11, 2006 IN PLAT BOOK 78 AT PAGE 43.
1. DOES HEREBY SUBDIVIDED THE SAME INTO PARKS A, B AND C, TRACTS 1, 2 AND 3 AND LOTS 1,2, 3 AND 4, FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION
PLAT - SECOND AMENDMENT, AS DEPICTED AND DESCRIBED HEREON.
2. THE OWNER AND SUBDIVIDERS, ITS SUCCESSORS AND ASSIGNS, IN CONSIDERATION OF THE ACCEPTANCE OF THIS PLAN AND LAND DEVELOPMENT APPROVALS, HEREBY COVENANTS AND AGREES THAT IT
WILL JOIN ANY IMPROVEMENT DISTRICT, WHICH BENEFITS THE PROPERTY HEREIN DESCRIBED, FORMED FOR THE PURPOSE OF PLANNING, DESIGNING AND CONSTRUCTING STORM DRAINAGE SYSTEMS,
STREET LIGHTING, SIDEWALKS, CURBS AND GUTTER AND STREET CONSTRUCTION, UNDER GROUNDING OF UTILITIES AND SIMILAR TYPES OF IMPROVEMENTS, UNDER AN ASSESSMENT FORMULA.
3. DOES HEREBY DEDICATE TO THE CITY OF ASPEN FOR THE PUBLIC USE THE RIGHTS -OF -WAY SHOWN AND DEPICTED HEREON FOR VEHICULAR AND PEDESTRIAN TRAVEL AND UNDERGROUND UTILITY
PURPOSES.
4. DOES HEREBY DEDICATE TO THE CITY OF ASPEN FOR THE PUBLIC USE AND BENEFIT PARKS A, B AND C SHOWN AND DEPICTED HEREON FOR PARK AMENITIES. PARK C IS SUBJECT TO THE POTENTIAL
DEVELOPMENT OF ALL OR A PORTION OF PARK C AS A CHILD CARE FACILITY. SAID PARKS A, B AND C ARE SUBJECT TO THE DEPICTED EASEMENTS SHOWN THEREON AND BLANKET EASEMENTS FOR FILING
No. 2 SERVICE UTILITIES AND STORM SYSTEM FACILITIES. SAID BLANKET EASEMENT GRANTS BEING SUBJECT TO THE RIGHT OF SAID OWNER TO RELOCATE AND/OR RECONFIGURE SAID SERVICE UTILITIES
OR STORM SYSTEM FACILITIES BASED ON FUTURE PARK AND (ON PARK C) CHILD CARE FACILITY DEVELOPMENT DESIGN PLANS.
5. DOES HEREBY GRANT TO THE CITY OF ASPEN FOR THE USE AND BENEFIT OF THE PUBLIC A NON-EXCLUSIVE EASEMENT FOR PEDESTRIAN SIDEWALK AND TRAIL USE OF THE "PEDESTRIAN EASEMENTS"
DEPICTED AND DESCRIBED HEREON, SUBJECT TO THE RIGHT OF SAID OWNER TO RECONFIGURE WITH FUTURE CONDOMINIUM FILINGS, SAID EASEMENT TO REFLECT AS -BUILT TRAIL/SIDEWALK
LOCATIONS.
6. DOES HEREBY GRANT TO THE CITY OF ASPEN FOR THEIR USE AND BENEFIT A NON-EXCLUSIVE ACCESS EASEMENT DEPICTED AND DESCRIBED HEREON FOR THE PURPOSE OF ACCESSING CITY PROPERTY.
7. DOES HEREBY GRANT TO EMERGENCY SERVICE PROVIDERS FOR THEIR USE AND BENEFIT A NON-EXCLUSIVE EMERGENCY INGRESS AND EGRESS ACCESS EASEMENT FOR THE PURPOSE PROVIDING
EMERGENCY SERVICES ON THE "FIRE LANE EASEMENTS" SHOWN AND DEPICTED HEREON.
8. DOES HEREBY GRANT TO THE CITY OF ASPEN AND THE BURLINGAME RANCH 11 CONDOMINIUM ASSOCIATION, INC. FOR THEIR USE AND BENEFIT A NON-EXCLUSIVE EASEMENT FOR INSTALLING,
IMPROVING, USING, MAINTAINING, REPAIRING AND REPLACING ANY FACILITIES OF ANY KIND OR NATURE FOR THE COLLECTION AND TRANSMISSION OF STORM WATER ON THE "STORM SEWER
EASEMENT" DEPICTED AND DESCRIBED HEREON.
9. DOES HEREBY GRANT TO THE BURLINGAME RANCH 11 CONDOMINIUM ASSOCIATION, INC. FOR THEIR USE AND BENEFIT A NON-EXCLUSIVE EASEMENT FOR INSTALLING, GRADING, MAINTAINING,
REPAIRING AND REPLACING RETAINING WALLS ON THE "RETAINING WALL EASEMENT" DEPICTED AND DESCRIBED HEREON.
10. DOES HEREBY GRANT TO THE CITY OF ASPEN FOR THE USE AND BENEFIT OF THE PUBLIC A NON-EXCLUSIVE EASEMENT FOR PUBLIC RIGHTS -OF -WAY SNOW STORAGE ON THE "SNOW STORAGE
EASEMENTS" DEPICTED AND DESCRIBED HEREON TOGETHER WITH THE RIGHT OF ACCESS TO THOSE SAID EASEMENTS NOT CONTIGUOUS TO SAID RIGHT-OF-WAY.
11. DOES HEREBY GRANT TO THE CITY OF ASPEN FOR THE USE AND BENEFIT OF THE PUBLIC A NON-EXCLUSIVE SURFACE USE EASEMENT FOR PEDESTRIAN TRANSIT CONNECTION STOPS ON THE `TRANSIT
EASEMENTS" DEPICTED AND DESCRIBED HEREON.
12. DOES HEREBY GRANT TO THE ASPEN CONSOLIDATED SANITATION DISTRICT A NOW EXCLUSIVE EASEMENT ON, OVER, UNDER, ABOVE, ACROSS AND THROUGH THOSE PORTIONS OF THIS FINAL PLAT
DESIGNATED "SANITARY SEWER EASEMENT" FOR THE PURPOSES OF THE FOLLOWING AND WITHOUT LIMITATION: INSTALLING, IMPROVING, USING, MAINTAINING, REPAIRING AND REPLACING ANY
FACILITIES OF ANY KIND OR NATURE FOR THE COLLECTION, DISPOSAL, TRANSMISSION AND TREATMENT OF DOMESTIC SEWAGE INCLUDING, BUT NOT LIMITED TO SEWER LINES, MANHOLES,
TREATMENT FACILITIES, TANKS AND ALL RELATED APPURTENANCES OR FACILITIES, TOGETHER WITH A PERPETUAL RIGHT OF INGRESS AND EGRESS TO AND FROM SUCH EASEMENTS, OVER AND ACROSS
ADJACENT PROPERTIES AS MAY BE NECESSARY.
13. DOES HEREBY GRANT TO HOLY CROSS ENERGY AND TO IT'S SUCCESSORS AND ASSIGNS, A RIGHT OF INGRESS AND EGRESS AND TO CONSTRUCT, RECONSTRUCT, REPAIR, CHANGE, ENLARGE, RE -PHASE,
OPERATE, AND MAINTAIN AN UNDERGROUND ELECTRIC TRANSMISSION OR DISTRIBUTION LINE, OR BOTH, WITH THE UNDERGROUND VAULTS, CONDUIT, FIXTURES AND EQUIPMENT USED OR USEABLE
IN CONNECTION THEREWITH ON THE "HOLY CROSS EASEMENT" SHOWN AND DEPICTED HEREON.
14. DOES HEREBY GRANT TO THE CITY OF ASPEN AND UTILITY PROVIDERS PERPETUAL, NON-EXCLUSIVE UTILITY EASEMENTS OVER, UPON AND ACROSS THE "UTILITY EASEMENTS" DEPICTED AND DESCRIBED
HEREON FOR THE USE AND BENEFIT OF THE CITY OF ASPEN AND UTILITY COMPANIES OWNING OR OTHERWISE DEALING WITH SUCH LINES AND INSTALLATIONS, FOR PURPOSES OF OPERATING,
MAINTAINING, REPAIRING AND REPLACING SUCH LINES AND INSTALLATIONS, SUBJECT TO THE RIGHT OF SAID OWNER TO RECONFIGURE OR ADD ADDITIONAL UTILITY EASEMENTS WITH FUTURE
CONDOMINIUM FILINGS SAID EASEMENTS TO REFLECT AS -BUILT UTILITY LOCATIONS.
34 35 NW CORNER SEC 2 FOUND 1973 BRASS CAP IN CONC LS #9184 SHEET INDEX
3 - - - - - - - - - - - - - - - 1) CERTIFICATES, DEDICATION , ADJOINERS, SECTION BREAKDOWN & FOUND GOVERNMENT MONUMENTS
2) EXISTING TRACTS AND EASEMENTS
3) LOTS, TRACTS AND PARKS
4) LOTS, TRACTS, PARKS AND EASEMENT DETAILS
LOT 1 5) LOTS, TRACTS, PARKS AND EASEMENT DETAILS
PARCEL 2, PARK TRUST EXEMPTION MAP, 6) TRANSIT, ACCESS, PEDESTRIAN & FIRE LANE EASEMENTS
CITY OF ASPEN 7) SNOW STORAGE
RECEPTION No. 515995
\ PURPOSE STATEMENT
\
\ S63'Z 34 FI TO MEMORIALIZE AND REFLECT THE SUBDIVISION OF THIS PROPERTY TO ENABLE DEVELOPMENT KNOWN AS BURLINGAME
es_ RANCH PHASE TWO PURSUANT TO CITY OF ASPEN ORDINANCE NO.22 SERIES OF 2011.
EXECUTED THIS AY OF 2013 j \• \
ko
OWNER: CITY OF ASPEN
CONSERVATION PARCE
RED BUTTE RANCH SUBDI\
PITKIN COUNTY
RECEPTION No. 50624
0AF'osow
40 S•
MICHAEL C. IREI D, MAYOR DATE
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ATTEST: a ZAAM�,4 Arw-�
KATHRYN S. KOCHffY CLERK
STATE OF COLORADO
) SS
COUNTY OF PITKIN )
•
THE FOREGOING IN TRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2013 BYv_wv1ftv4'.TfeU*q0
AS CITY OF ASPEN.
WITNESS MY HAND AND OFFICIAL SEAL: tv
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MY COMMISSION EXP RES:
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TITLE CERTIFICATE
NGS CONTROL
MONUMENT STAMPED
1934 S159 SET IN
CONCRETE POST
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\`969
NGS CONTROL
MONUMENT
/
STAMPED 1934
Q159 SET IN
CONCRETE POST
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LOT F1
STAGE ROAD P.U.D.
TS BAR X LLC
RECEPTION No. 515869
LOT 1A
k,Q
ASPEN -CONSOLIDATED -SANITATION -DISTRICT APPROVAL
i FINAL SUBDIVISION PLAT
Q.
LOT 1A, BURLINGAME RANCH
I CITY OF ASPEN
��
ASPEN CONSOLIDATED SANITATION DISTRICT HAS REVIEWED THE GENERAL
REC #515997
ROUTES OF THE SANITARY SEWER COLLECTION SYSTEM AS SHOWN HEREON.
PROVIDED INSTALLATION BY THE CITY OF ASPEN'S CONTRACTOR IS MADE
CONSISTENT WITH ALL RULES, REGULATIONS, SPECIFICATIONS AND
REQUIREMENTS OF THE ASPEN CONSOLIDATED SANITATION DISTRICT,
r
PAYMENT OF ALL APPLICABLE FEES ARE MADE TO THE DISTRICT, AND ALL
NECESSARY EASEMENTS ARE DEDICATED TO THE DISTRICT ON STANDARD
DISTRICT FORM, WITH THE AFOREMENTIONED CONDITIONS MET, THE ASPEN
CONSOLIDATED SANITATION DISTRICT WILL AGREE TO PROVIDE SERVICE AND
MAINTENANCE OF THE SANITARY SEWER COLLECTION SYSTEM UPON
COMPLETION OF THE TWO YEAR WARRANTY PERIOD OF THE ENTIRE SANITARY
I
`
SEWER C LLECTI N STEM.
ASPEN CON OUDA ED SANITATION DISTRICT DATE
THE UNDERSIGNED, A DULY -AUTHORIZED REPRESENTATIVE OF LAND TITLE GUARANTEE COMPANY, 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:
ALTHOUGH WE BELIEVE THE FACTS STATED ON THIS 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 LAND TITLE GUARANTEE COMPANY NEITHER ASSUMES NOR WILL BE CHARGED WITH ANY FINANCIAL OBLIGATION NOR LIABILITY
WHATSOEVER ON A STATEMENT CONTAINED HEREIN.
DATE
ADDRESS: C h1bole <,hoorinf• .
STATE OF COLORADO )
) SS
COUNTY OF PITKIN )
THE FOREGOING TITLE CERTIFICATE' WAS ACKNOWLEDGED BEFORE ME THIS ZC DAY OF z a BY ► `u4 � AS f_?c as"; n Q f . OF LAND
TITLE GUARANTEE COMPANY. -
WITNESS MY HAND AND OFFIC//I,AL SEAL:
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COMMISSION EXPIRES:a G,
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STAGE • • ' D P.U.D.
CITY • .
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RECEPTION
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LOT RM
• STAGE •••• LLC
2, EC _ PTIOi �.
TARY P B I I v PARK DEPARTMENT APPROVAL
MY ADDRESS IS: j ^r4 Sk THIS FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT WAS APPROVED BY THE PARK DIRECTOR OF THE
8 B(ft ( CITY OF ASPEN PARK DEPARTMENT THIS -IDAY OF ?A 4&, 2013.
11
BY:
PA K WTOR
TAMMY J. SOMMERFELD
NWARY PUBLIC
S7A►TE OF WLORADO CITY ENGINEER'S REVIEW
NOTARY ID 20104012476
My Commission Expires April 12, 2014
T�11$,�INALL PLAT OF BURLINGAME 13ANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT WAS REVIEWED BY THE CITY ENGINEER OF THE CITY OF ASPEN THIS DAY OF Djoill,
CI ENGINEER
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 MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
i
SOLDNER FAMILY I
LIMITED PARTNERSHIP
REC #507297 !
I
i
LOT 6
STAGE ROAD P.U.D.
TJR HOLDING LLC
RECEPTION No. 515869
GRAPHIC SCALE
200 0 100 200 400
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
( IN FEET)
1 inch = 200 ft.
SURVEY NOTES
1) DATE OF FIELDWORK: APRIL - MAY 2003, MARCH 2O05, MAY, JULY - AUGUST, OCTOBER - DECEMBER 2008, APRIL - MAY 2009, SEPTEMBER 2010, AND
APRIL 2012
2) DATE OF PREPARATION: OCTOBER 2010, FEBRUARY - AUGUST 2012, MARCH 2O13.
3) BASIS OF OF BEARING: A BEARING OF N 38"05'44" W BETWEEN THE FOUND NGS STATIONS S-159 AND Q-159 PER THE 1998 CITY OF ASPEN/DREXEL
BARRELL CONTROL SURVEY WHICH ESTABLISHED A PROJECT BEARING BASE OF N 04.41'16" E BETWEEN THE W 1/4 CORNER OF SECTION 2, A FOUND 1954
BLM BRASS CAP AND THE NW CORNER OF SECTION 2, A FOUND 1973 BRASS CAP IN CONCRETE L.S. #9184.
4) BASIS OF SURVEY: THE FOLLOWING PLATS RECORDED AT THE PITKIN COUNTY RECORDS: THE BURLINGAME RANCH ANNEXATION MAP TO THE CITY OF
ASPEN, COLORADO RECORDED JULY 16, 1999 AS RECEPTION NO.433498, THE FINAL PLAT OF BURLINGAME RANCH SUBDIVISION AND BURLINGAME
SEASONAL HOUSING SUBDIVISION/P.U.D. RECORDED AUGUST 9, 1999 AS RECEPTION NO.434202, THE 3RD AMENDED PLAT OF LOT 1, BURLINGAME
RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION NO. 515996, THE FINAL SUBDIVISION PLAT OF LOT 1A BURLINGAME RANCH RECORDED OCTOBER 10,
2005 AS RECEPTION NO.515997, BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1 FINAL SUBDIVISION PLAT RECORDED OCTOBER 10, 2005 AS
RECEPTION NO. 515998, BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1 FINAL SUBDIVISION PLAT -1ST AMENDED RECORDED APRIL 11, 2006 AS
RECEPTION NO.522859, THE CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED NOVEMBER 13, 2006 AS RECEPTION NO.
530970, THE FIRST SUPPLEMENT TO CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED JANUARY 9, 2007 AS RECEPTION NO.
533147, THE SECOND SUPPLEMENT TO CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED JUNE 21, 2008 AS RECEPTION NO.
539360, THE THIRD SUPPLEMENT TO CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED JUNE 26, 2007 AS RECEPTION NO.
539361, THE FOURTH SUPPLEMENT TO CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED NOVEMBER 7, 2007 AS RECEPTION
NO. 543904, THE FIFTH SUPPLEMENT TO CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED NOVEMBER 7, 2007 AS RECEPTION
NO. 543906, THE FINAL SUBDIVISION PLAT OF PARCEL 2, PARK TRUST EXEMPTION RECORDED OCTOBER 5, 2005 AS RECEPTION NO.515995, THE FINAL
PLAT OF RED BUTTE RANCH SUBDIVISION/P.U.D. AS RECORDED OCTOBER 28, 2000 AS RECEPTION NO.450021, FIRST AMENDED FINAL PLAT OF RED BUTTE
RANCH SUBDIVISION/PUD AS RECORDED JANUARY 21, 2005 AS RECEPTION NO.506248, THE FINAL PLAT OF STAGE ROAD PLANNED UNIT
DEVELOPMENT/SUBDIVISION AS RECORDED OCTOBER 7, 2005 AS RECEPTION NO. 515869, THE FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD
PLANNED UNIT DEVELOPMENT/SUBDIVISON AS RECORDED OCTOBER 15, 2009 AS RECEPTION NO.563657, VARIOUS DOCUMENTS OF RECORD AND THE
FOUND SURVEY MONUMENTS, AS SHOWN HEREON.
5) THIS SURVEY 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 /OR TITLE OF RECORD, SE RELIED UPON THE ITEMS OUTLINED IN NOTE 4 AND THE TITLE
WORK PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NO. Q62003589, DATED SEPTEMBER 14, 2010.
6) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE,
NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
7) BASIS OF ELEVATION: THE 2009 CITY OF ASPEN MARCIN CONTROL DATUM, WHICH IS BASED ON AN ELEVATION OF 7720.88',(NAVD 1988) ON THE NGS
STATION "S-159". THIS ESTABLISHED TWO SITE BENCHMARKS, SHOWN ON SHEET 2.
HOLY CROSS ENERGY ASSOCIATION, INC. APPROVAL
THIS PLAT OF FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDt%4ENT, THE VACATION OF ELECTRICAL EASEMENTS AND THE DEDICATION OF
UTILITY AND ELECTRIC EASEMENTS FOR ELECTRIC PURPOSES WAS APPROVED BY HOLY CROSS ENERGY ASSOCIATION, INC. THIS 2.2^0 DAY OF 2013.
BY: &&.j Aq_b-e2Q..'
TITLE: cc L
ASPEN CITY COUNCIL APPROVAL
THIS FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT WAS APPROVED BY THE CITY OF ASPEN CITY COUNCIL ON THE 23RD DAY OF AUGUST
2011, BY ORDINANCE NO. 22, SERIES OF 2011, RECORDED OCTOBER 5, 2011 IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO AS RECEPTION NO.583320. THE DEDICATIONS AND
EASEMENTS SHOWN HER'&N ARE HEREBY ACCEPTED.
MICHAEL C. IR ND, MAYOR DATE
ATTEST: I Aa
9-1 4644'4�
KATHRYN S. KOCH ITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR APPROVAL
THIS F1j4AL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT WAS REVIEWED AND APPROVED BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT .
D71M T HI 0--S- DAY OF rM` �, 2013.
800 MMUNITY DEVELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE
1, MARK S. BECKLER, A REG SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT- SECOND
AMENDMENT AS LAID tam TED 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 AS ET QI. 51-106; THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000.
DATED201������ �� Co��Y�
RECEPTION/#: 598456, 04/09/2013 at �' • • ' •,� �
64 11:53:44 AM, 1 OF 10, R $101.00 Janice K. �'o s�AL III
Vos Caudill, Pitkin County, CO
MARK S. B CKLER, P. . 8643 ,.' Q PLAT BK 102 PG 69
CLERK AND RECORD CE _
THIS FINAL PLAT OF BURLINGANIIE RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN
COUN C ORA OAT O'CLOCK _.M., THIS ' DAY OF �,�, Q, f L 2013, IN PLAT BOOK /d;Z, AT PAGEG�, RECEPTION NO. �•
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sb 10159 03/21/13 10159/PLAT PH2/10159-Plat-PH2.DW
FINAL PLAT OF:
BURLINGAME RANCH AFFORDABLE HOUSING,, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT
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TRACTS A, B & C BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1,
FINAL SUBDIVISION PLAT
1ST
AMENDMENT
A
PARCEL
OF
LAND
SITUATED
IN
SECTION
2,
TOWNSHIP
10 SOUTH,
RANGE
85 WEST
OF
THE
6th
P.M.
"1 16 SITE BENCHMARK
FOUND #5 REBAR
1.25 L 4 _--- & PLASTIC CAP
L2 L.S. #28643
ELEV. = 7820.40'
BLOCK 1
LOT 1
BLOCK 2
LOT 1
BLOCK 1
LOT 2
BLOCK 1
LOT 3
BLOCK 1
LOT 4
BLOCK 1
LOT 5
60
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 MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
BURLINGAME RANCH 1 CONDOMINIUM
BLOCK 2
LOT 2
CONDOMINIUM
1ST SUPPLEMENT
CONDOMINIUM
1ST SUPPLEMENT
GRAPHIC SCALE
30 60 120
( IN FEET)
1 inch = 60 ft.
BLOCK 1
LOT 8
0 l
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 2 OF 7
EXISTING TRACTS AND EASEMENTS
25' POWERLINE EASEMENT REC #515869 - BOUNDARY OF EASEMENT
AFFECTED BY BOUNDARY OF 20 ACRE PARCEL STAGE ROAD PUD
(VACATED BY THIS PLAT IN FAVOR OF REALIGNED HOLY CROSS AND
UTILITY EASEMENTS DETAILS ON SHEETS 4 & 5, SEE EASEMENT NOTE
THIS SHEET)
� 1]iiy\ 1��1
240
CONDOMINIUM
3RD SUPPLEMENT
BLOCK 2
LOT 5
RASE I
FOR
GFR
O'q0
CONDOMINIUM
2ND SUPPLEMENT
CONDOMINIUM
4TH SUPPLEMENT
C,(-A
gRK�gY
EASEMENT NOTE
REFERENCED EASEMENTS ARE TO BE VACATED WHEN THE HOLY CROSS INFRASTRUCTURE
IS CONSTRUCTED WITHIN SAID REALIGNED EASEMENTS
LOT 1A
FINAL SUBDIVISION PLAT
LOT 1A, BURLINGAME RANCH
CITY OF ASPEN
REC #515997
M
qN
POWERLINE EASEMENT BOOK 242 PAGE 634
(WIDTH NOT SPECIFIED, PORTION COVERING POWERLINE IN BURLINGAME
PHASE II VACATED BY THIS PLAT IN FAVOR OF REALIGNED HOLY CROSS AND
UTILITY EASEMENTS DETAILS ON SHEETS 4 & 5, SEE EASEMENT NOTE THIS
SHEET)
Tract B (Burlingame Ranch Affordable Housing Filing 1)
703,907 Sq Ft
16.159 Ac.
CONDOMINIUM
5TH SUPPLEMENT
OPEN SPACE PARCEL
BLOCK 1 ' BLOCK 1
LOT 6 LOT 7
CONDOMINIUM
5TH SUPPLEMENT
L9
LINE TABLE
LINE
BEARING
LENGTH
L1
S07'11'09"E
50.03'
L2
S21'18'17"E
44.53'
L3
S05'31'10"W
32.00'
L4
S10'32'00"E
45.00'
L5
S25°20'41"E
42.24'
L6
S35'09'29"E
43.07'
L7
S20'30'32"E
50.20'
L8
S27'41'19"E
17.40'
L9
S49'28'29"W
0.15'
L10
S42'16'16"W
50.10'
L11
S28'40'37"W
15.38'
L12
S81'25'21"W
58.67'
L13
S24"24'21"W
19.14'
L14
S01*59'21"W
74.55'
L15
S09'43'46"E
69.76'
L16
S20'18'02"E
65.33'
L17
S00'48'03"W
63.49'
L18
S29'18'38"W
44.87'
L19
S47'20'56"E
44.32'
L20
S30'52'02"W
11.45'
L21
S13'14'26'E
34.75'
L22
S78'19'26"W
11.33'
L23a
S11'40'34"E
54.00'
L24
N78'19'26"E
0.41'
L25
S03'17'27"E
12.57'
L26
S26'02'41"W
72.53'
L27
N22'43'41"W
8.06'
LINE TABLE
LINE
BEARING
LENGTH
LT1
N79'28'00'E
45.93'
LT2
S79'28'00"W
35.50'
LT3
S06'24'17"W
41.37'
LT4
S38'26'35"E
34.25'
LT5
S03'09'28"W
51.15'
LT6
S38'41'44"W
27.68'
LT7
N13'43'39"E
62.1T
NOg S LOT 1
1 ps"W PARCEL 2, PARK TRUST EXEMPTION MAP
1385p CITY OF ASPEN
RECEPTION No. 515995
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
C1
179.45'
1000.00,
89.97'
10'16'54"
S 27'38'40" E
179.21'
C2
76.24'
40.00'
56.28'
109*11*58"
S 65'07'45" E
65.21'
C2a
1.69'
40.00'
0.85'
2'25'26"
S 11'44'29" E
1.69'
C2b
21.29'
40.00'
10.91'
30'30'07"
S 28'12'16" E
21.04'
C2c
53.25'
40.00'
31.41'
76'16'25"
S 91'35'32" E
49.40'
C3
25.53'
20.00'
14.83'
73'07'47"
S 07'53'16" E
23.83'
C4
125.17'
192.50'
64.89'
37'15'20"
S 10'02'57" W
122.98'
C5
165.13'
214.50'
86.90'
44*06*30"
S 08'48'48" W
161.08'
C6
31.96'
20.00'
20.55'
91'33'52"
S 32'32'30" W
28.67'
C7
23.18'
13.50'
15.64'
98'23'08"
S 52'29'00" E
20.44'
C8
74.75'
146.00'
38.21'
29'20'08"
S 11'22'37" W
73.94'
C9
52.14'
277.50'
26.15'
10'45'53"
N 45'54'28" W
52.06'
C10
27.58'
206.69'
13.81'
7'38'45"
N 47'28'04" W
27.56'
MONUMENT LEGEND
p #5 REBAR & PLASTIC CAP L.S. #20133(FOUND)
Q #5 REBAR & PLASTIC CAP L.S. #28643(FOUND OR SET)
BRASS DISK L.S. #28643(SET)
\\ N18'12'0543'
Q
�\ O
It POWERLINE EASEMENT RECEPTION #123061 BOOK 218 PAGE 100
(WIDTH NOT SPECIFIED, PORTION COVERING POWERLINE IN 08
SITE BENCHMARK \ to BURLINGAME PHASE 11 VACATED BY THIS PLAT IN FAVOR OF
BRASS DISK \REALIGNED HOLY CROSS AND UTILITY EASEMENTS DETAILS ON
L.S. #28643 '�", ', SHEETS 4 & 5, SEE EASEMENT NOTE THIS SHEET) "
ELEV. = 7799.7
tea,
GENERAL USE EASEMENT BURLINGAMERANCH
SUBDIVISION AFFORDABLE BD V SION PLATSTAMENDMENT S�9y3ti6
Ng1 ° REC #522859 oe
Tract A (Burlingame Ranch Affordable Housing Filing 1) 00
14,308 Sq Ft
0.328 Ac. Oe
ITS 5A6 R�3tT3 Oe
22
Tract C (Burlingame Ranch Affordable Housing Filing 1) �~ _ .-' ' Oe 25' POWERLINE EASEMENT REC #515869 - STAGE ROAD PUD 2� Eti�3
20,223 Sq Ft C2b pe VACATED BY THIS PLAT IN FAVOR OF REALIGNED HOLY Sg's
0.464 Ac. L CROSS AND UTILITY EASEMENTS DETAILS ON SHEETS 4 & 5,
eC. - 14 SEE EASEMENT NOTE THIS SHEET)
-____j / oe
�o
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
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sb 10159
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FINAL PLAT OF:
BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT
TRACTS A, B & C BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1, FINAL SUBDIVISION PLAT 1ST AMENDMENT
A PARCEL OF LAND SITUATED IN SECTION 21 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
,q4
0295�
NZ2
l
PRIG F�
1111
` EASEMENT OR NAGE vl
THE BENEFIT OF
LOTS 3 AND 4
1
SETBACK NOTE
SETBACKS FOR SINGLE AND MULTI -FAMILY TRACTS AND LOTS, REFER TO ORDINANCE
NO. 22 (SERIES OF 2011) RECORDED SEPTEMBER 5, 2011 AS RECEPTION NO.583320.
UTILITY EASEMENT lF��
E1s� cR1y
LE14
LR2
CR
SHEET 4 OF 7
LOTS, TRACTS, PARKS AND EASEMENT DETAILS
N00013'53"E 231.68'
CENTERLINE 10' WIDE HOLY CROSS
EASEMENT
CR16a
CR16
CR21
S36,°
ti3�o
?O
4 J,
LINE TABLE
LINE
BEARING
LENGTH
LE1
N14°29'41"W
17.36'
LE2
N34°35'02"E
26.63'
LE3
N12°05'02"E
24.17'
LE4
S89°07'01"E
29.45'
LE5
N89°07'01"W
14.02'
LE6
S10°37'02"W
22.41'
LE7
Sll°52'58"E
8.25'
LE8
N79°22'58"W
20.52'
LE9
N10"37'02"E
87.35'
LE10
N09°59'23"W
12.32'
LE12
S11°40'34"E
10.50,
LE13
S53°37'21"W
5.00'
LE14
N36°22'39"W
6.00'
LE15
S53°37'21"W
13.44'
LE16
N36°22'39"W
14.70'
LE17
N53°37'29"E
28.24'
LE18
N70°29'03"W
9.76'
LE19
S84°51'11"E
11.40'
LE20
N84°51'11"W
13.50'
LE21
S84°51'11"E
11.40'
LE22
N84°51'll"W
11.00'
LINE TABLE
LINE
BEARING
LENGTH
L14
S01°59'21"W
74.55'
L15
S09°43'46"E
69.76'
L16
S20°18'02"E
65.33'
L17
S00°48'03"W
63.49'
L18
S29°18'38"W
44.87'
L19
S47°20'56"E
44.32'
L20
S30°52'02"W
11.45'
L21
S13°14'26"E
34.75'
L22
S78°19'26"W
11.33'
L23a
Sll'40'34"E
54.00'
L23b
S11°40'34"E
50.00'
L24
N78°19'26"E
0.41'
L25
S03°17'27"E
12.57'
L26
S26°02'41"W
72.53'
L27
N22°43'41"W
8.06'
LINE TABLE
LINE
BEARING
LENGTH
LR2
S54°52'11"W
3.50'
LR3
N54'52'11"E
10.00,
LINE TABLE
LINE
BEARING
LENGTH
LT6
S78°19'26"W
28.32'
LT7
540°31'29"W
35.46'
LT8
NO2°38'23"W
58.13'
LT9
N06°47'38"E
27.69'
N04°46'29"E 416.05'
I
701p
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
C5
165.13'
214.50'
86.90'
44°06'30"
S 08°48'48" W
161.08'
C5a
46.43'
214.50'
23.31'
12°24'06"
S 24°40'00" W
46.34'
C5b
12.87'
219.71'
6.44'
3°21'20"
S 16°44'50" W
12.87'
C5c
105.83'
214.50'
54.02'
28°16'11"
S 00°53'38" W
104.76'
C6
31.96'
20.00'
20.55'
91°33'52"
S 32°32'30" W
28.67'
C7
23.18'
13.50'
15.64'
98°23'08"
S 52°29'00" E
20.44'
C8
74.75'
146.00'
38.21'
29°20'08"
S 11°22'37" W
73.94'
C8a
13.36'
146.00'
6.69'
05-14-39"
N 00°40'08" W
13.36'
C8b
61.39'
1 146.00'
31.15'
24°05'29"
N 13°59'56" E
60.94'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CR10
71.15'
128,50'
36.51'
31°43'25"
N 21°00'32" E
70.24'
CR11
139.89'
146.50'
75.79'
54°42`39"
S 09°30'55" W
134.64'
CR12
38.17'
126.50'
19.23'
17°17'24"
S 26°29'07" E
38.03'
CR13
150.99,
130.00'
85.31'
66°32'45"
S 68°24'11" E
142.64'
CR13a
103.75'
1 130.00'
54.82'
45°43'43"
S 57°59'40" E
101.02'
CR13b
22.49'
130.00'
11.27'
9°54'40"
S 85°48'52" E
22.46'
CR13c
24.75'
130.00'
12.41'
10°54'23"
N 83°46'37" E
24.71'
CR14
209.06'
180.00,
118.12'
66°32'45"
S 68°24'11" E
197.51'
CR14a
18.21'
180.00,
9.11,
5°47'44"
N 81°13'18" E
18.20'
CR14b
44.82'
180.00'
22.53'
14°15'58"
S 88°44'51" E
44.70'
CR14c
146.03'
180.00'
77.30'
46°29'03"
S 58°22'20" E
142.06'
CR24d
27.80'
180.00'
13.93'
08°50'53"
S 77*11'25" E
27.77'
C1114e
102.11'
180.00,
52.47'
32°30'09"
S 56°30'54" E
100.75'
CR14f
16.13'
180.00'
8.07'
1 05°08'01"
S 37°41'49" E
16.12'
CR15
51.30'
170.00'
25.85'
17°17'24"
S 26°29'07" E
51.11'
CR16
181.43'
190.00'
98.30'
54°42'39"
S 09°30'55" W
174.61'
CR16a
123.88'
190.00,
64.23'
37°21'22"
S 00°50'16" W
121.69'
CR16b
57.55'
190.00'
29.00'
17°21'17"
S 28°11'36" W
57.33'
CR17
47.06'
85.00'
1 ')A ICI
31°43'25"
N 21°00'32" E
46.46'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CTl
103.36'
265.00'
52.35'
22°2051"
N 89°29'52" E
102.71'
CT1a
23.27'
265.00'
11.64'
5°01'51"
N 80°50'22" E
23.26'
CT1b
57.63'
265.00'
28.93'
12°27'37"
N 89°35'05" E
57.52'
CTlc
22.46'
265.00'
11.24'
4°51'24"
S 81°45'25" E
22.46'
10.5' WIDE STORM v 3.5' UTILITY EASEMENT 157"
SEWER EASEMENT
m 111 CRIB HOLY CROSS EASEMENT
5.0' WIDE DRAINAGE �"� / 09, _
EASEMENT FOR THE
BENEFIT OF BURLINGAME
RANCH 11 CONDOMINIUM / Y / 149.02' CENTERLINE 20' WIDE
ASSOCIATION INC. I / - N05°08 49 E 423.57' -
UTILITY EASEMENT
5.0' / / Prat pC < 207.63'
ca u / . 36 �3/ / CR1 p n! VE lv
,
- - - - LT8. / CENTERLINE 20' WIDE 25.50, _ 66.92 _
i / 5 SANITARY SEWER EASEMENT rn
v-q! / Lu
SOS'08'49"1A/ 423.57' R03J `'q��
�O.0 Sq�� v / / / ' r - 301.95' 11$5 1 Pc,
CENTERLINE 19' WIDE UTILITY _ ti 2�9
.,
0�03 i m n / r EASEMENT 96.12'
5.0' 10.51
g5.05'_ V n I
_ J
CENTERLINE 20' WIDE SANITARY SEWER Ll.
EASEMENT O CENTERLINE 18.5' WIDE UTILITY
L0� 3 F� Ln EASEMENT
W
� pti0 W CENTERLINE 10' WIDE UTILITY ; /
1
DRA EASEMENT FOR THE EASEMENT
a` 'w° Nw BENEFIT E CITY OF ASPEN 1 ' 3
3S � am \
08 SOS°47'34"E 85 1 �o UTIL - SEMENT
�� � � ,��,�� �RPG•C SqFv W
F 1$1�30ti P I t/i
CENTERLINE 10' WIDE H CROSS \ °' i' �o�y°�� I W
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L27 EMENT EASEMENT ^o
UTILITY EASEMENT `' °� if3 �� °� ' J
J , 9 •"•E- _0 b6 mM-�N192,j// ^C AITCDI IIIC M U/If1C fAA1,TA DV t[\►fCD
I
UTILITY EASEMENT
LE9 _ 611, 1.59' i-2_3b
LE10�233
__�--
124
C8a
�5 �
AREA OF HOLY CROSS ENERGY /
�- EASEMENT FOR ELECTRIC FACILITIES
(REC #520604)
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 MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
J
r-- A=83°29'40"
1 CB=S78°19'26"W
C=56.2325'
DRAINAGE EASEMENT FOR THE
BENEFIT OF THE CITY OF ASPEN
UTILITY EASEMENT
rn �
i
.7'
; �!
-
2•31 tE6 ' ' ' •p � 1 - - -
I
^l . I" 19.05
CENTERLINE 10 WIDE 31'
HOLY CROSS ENERGY Cs 5•39 10 l21
EASEMENT (REC #520604)
DETAIL
SCALE 1"=20'
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
GRAPHIC SCALE
40 0 20 40 80
( IN FEET)
1 inch = 40 ft.
160
sb 10159
G
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FINAL PLAT OF:
BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT
TRACTS A, B & C BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1, FINAL SUBDIVISION PLAT 1ST AMENDMENT
A PARCEL OF LAND
LINE TABLE
LINE
BEARING
LENGTH
LH1
S29'3Vl9"W
7.47'
V-1 SaF�
121'10
CENTERLINE 18.5' WIDE UTILITY
EASEMENT
NOg051'05 W 138.50'
CENTERLINE 10' WIDE HOLY
CROSS EASEMENT
CR18
CR9
CR9b
'. 507'21�1918_ 6.64 - _`
3.23' -
513°49'p6,E 132 A'3
S03 HE 114.61'
CENTERLINE 20' WIDE STORM SEWER
CENTERLINE 20'
SANITARY SEWER EASE,
` DETAIL
SCALE 1"=30'
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 MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
�13
40
GRAPHIC SCALE
0 20 40 80
5A
ul
'q
CENTERLINE 20' WIDE
'.
SANITARY SEWER
\
EASEMENT
\
\
•�\
0
\Jss'�
\,L.L�51 pc
-
C4b
C4
( IN FEET)
1 inch = 40 ft.
SITUATED IN SECTION 21 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKI N, STATE OF COLORADO
SHEET 5 OF 7
LOTS, TRACTS, PARKS AND EASEMENT DETAILS
160
205,4%4
�tig°1
36 12
N11°20'S5 � 395 93
g3
20,55
N05°07'19"W_ ___ 1__6 ___-
96
CENTERLINE 18.5 WIDE UTILITY 6ti0 CENTERLINE 20 WIDE SANITARY SEWER r�` t /
EASEMENT 11�0' 6�1 EASEMENT L,,` i /'
10.0' `V
E31/.
1
S1�4\01 „W UTILITY EASEMENT LE33!Z
°>� ?`'� ✓ ,` `V�' / ' /
�T4 \ LE36 . �I
CENTERLINE 20' WIDE SANITARY SEWER
EASEMENT
5A
tp
CENTERLINE
18.65' WIDE
UTILITY
EASEMENT
UTILITY EASEMENT `
S34°54'52"E 36.58'
.` `y?
G
1Z
C3a,/ I/
C3b C3 1p6
00
Icko - STORM SEWER EASEMENT LE35-
9. 1� /
r
STORM SEWER EASEMENT I N 519,21'Aj
' 12,55' , CRSa C95
83.91'
28.79' 67.66'
Qa� J N00'00'00"E 96.46' ---
CR4b
c�a
ll00
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Oa �O\2 x
o60a� P�.
GENERAL USE EASEMENT
BURLINGAME RANCH A8\ F2jF�1- s
AFFORDABLE HOUSING bcb• �9
FINAL SUBDIVISION PLAT !y` • `
1ST AMENDMENT REC
#522859
/ N08'45`0 E ,, 6' LEA
O�h� / N08°45'09 E 47.5T ° �ERg w
�IV i
ti^ i
4ycb
y
y
QP3NSA
10.0 WIDE HOLY CROSS EASEMENT dL0 6SpS•
09
•1
S00'00'00"E 96.46'
CR3c
5.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OF BURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.
cR3b �� N .
Ca
CENTERLINE 25'WIDE HOLY CROSS
160 Pc , EASEMENT AND UTILITY EASEMENT AS T
AFFECTS TRACT 1 AND PARK A
Un
11.5' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OF
BURLINGAME RANCH 11 CONDOMINIUM ASSOCIATION INC.
.oar I.
S01°23'37"W 77.81'
HOLY CROSS EASEMENT `�
ati t:
AND UTILITY EASEMENT 3y3� AlSIT it) I
�F. .� �. „
d ..n
HOLY CROSS EASEMENT02,
`L
AND UTILITY EASEMENT
l4
UNDERGROUND POWERLINE
ti EASEMENT DEDICATED BY
V SEPARATE INSTRUMENT
v5
t1
L1b
SETBACK NOTE
12.5'
SETBACKS FOR SINGLE AND MULTI -FAMILY TRACTS AND LOTS, REFER TO ORDINANCE
NO. 22 (SERIES OF 2011) RECORDED SEPTEMBER 5, 2011 AS RECEPTION NO.583320.
NOTE
SHADED AREA INDICATES HOLY CROSS AND UTILITY JOINT EASEMENT
LINE TABLE
LINE
BEARING
LENGTH
L1
S07'11'09"E
50.03'
L2
S21'18'17"E
44.53'
L3
S05'31'10"W
32.00'
L4
S10°32'00"E
45.00'
L5
S25°20'41"E
42.24'
L6
S35'09'29"E
43.07'
L7
S20'30'32"E
50.20'
L8
S27'41'19"E
17.40,
L9
S49°28'29"W
0.15'
L10a
S42'16'16"W
50.10'
L10b
S42°16'16"W
50.03'
L11
S28°40'37"W
15.38'
L12
S81'25'21"W
58.67'
L13
S24°24'21"W
19.14'
LINE TABLE
LINE
BEARING
LENGTH
LR1
S87°18'34"W
3.50'
LR4
N86'38'40"W
10.00'
LINE TABLE
LINE
BEARING
LENGTH
LT1
S78°03'06"W
34.65'
LT2a
N28'33'32"W
21.87'
LT2b
N28'33'32"W
53.33'
LT2c
N28'33'32"W
40.88'
LT2d
N28'33'32"W
34.31'
LT3
S72°19'05"W
34.27'
LT4
S37'00'48"W
27.34'
LT5
S74°07'04"W
50.52'
LINE TABLE
LINE
BEARING
LENGTH
LE21
S84°51'11"E
11.40'
LE22
N84'51'11"W
11.00,
LE23
S72'39'05"W
15.50'
LE24
N72'39'05"E
10.25'
LE25
S77'39'00"W
13.50'
LE26
N00'45'19"E
27.35'
LE27
N55°09'00"E
48.77'
LE28
N77'23'30"E
48.66'
LE29
S79°51'00"E
17.59'
LE30
S54'31'17"E
72.28'
LE31
S35'28'43"W
5.85'
LE32
S54°31'17"E
27.15'
LE33
N35'28'43"E
5.85'
LE34
S54'31'17"E
29.84'
LE35
N46'44'23"E
7.05'
LE36
S00°0010011W
16.78'
LE37
S51°35'36"W
10.00,
LE38
N45°21'31"W
22.70'
LE39
N50°46'23"E
21.94'
LE40
N25°05'30"W
28.78'
LE41
N25'05'30"W
28.53'
LE42
N60°24'31"E
20.06'
LE43
S25'05'30"E
34.71'
LE44
S20'58'58"W
6.94'
LE45
S25°05'30"E
25.61'
LE46
SO4°57'57"W
14.57'
LE47
S44°38'29"W
22.51'
LE48
N21°26'53"W
20.54'
LE49
S21'26'53"E
27.67'
LE50
N89'00'44"W
50.12,
LE51
N53'36'28"W
29.39'
LE52
N15'31'24"W
40.35'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CEl
28.10'
142.95'
14.09,
11'15'40"
N 48°53'27" W
28.05'
CE2
44.22'
287.50'
22.15'
08°48'45"
N 46°53'02" W
44.18'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
Cl
179.45'
1000.00'
89.97'
10°16'54"
S 27'38'40" E
179.21'
Cla
151.40'
1000.00,
75.85'
8'40'29"
S 28'26'53" E
151.26'
C1b
28.05'
1000.00,
14.02'
1°36'25"
S 23018'25" E
28.05'
C2
76.24
40.00
56.28
109°1158
S 65 07 45 E
65.21
C3
25.53'
20.00'
14.83'
73°07'47"
N 07*53*16" W
23.83'
C3a
15.10,
20.00'
7.93'
43'15'17"
N 22049'31" W
14.74'
C3b
10.43'
20.00'
5.34'
29°52'31"
N 13°44'22" E
10.31'
C4
125.17'
192.50'
64.89'
37°15'20"
S 10'02'57" W
122.98'
C4a
49.72'
192.50'
25.00'
14°48'00"
S 21'16'37" W
49.59'
C4b
75.45'
1 192.50'
38.21'
22°27'20"
S 02'38'57" W
74.96'
C9
52.14'
1 277.50'
26.15'
10°45'53"
N 45°54'28" W
52.06'
C10
27.58'
206.69'
13.81'
7°38'45"
N 47'28'04" W
27.56'
C10a
20.49'
206.69'
10.25'
5'40'43"
N 48°27'04" W
20.48'
C10b
7.10'
206.69'
3.55'
1 1°58'01"
N 44-37-42" W
7.10'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CRI
266.43'
125.00'
226.08'
122°07'23"
S 64*25*02" W
218.78'
CRla
140.22'
125.00'
78.53'
64'16'27"
S 35°29'34" W
132.99'
CRlb
5.24'
125.00'
2.62'
2'24'12"
S 68°49'53" W
5.24'
CRlc
120.96'
1 125.00'
65.69'
55'26'44"
N 82°14'39" W
116.30'
CR2
190.32'
200.00'
1 103.05'
54'31'17"
S 27'15'39" E
183.22'
CR3
177.00'
223.00'
1 93.46'
45°28'33"
S 22°44'16" E
172.39'
CR3a
49.05'
223.00'
24.62'
12'36'05"
S 39'10'30" E
48.95'
CR3b
57.23'
223.00'
28.77'
14°42'12"
S 25'31'22" E
57.07'
CR3c
70.72'
223.00'
35.66'
18°10'15"
S 09°05'08" E
70.43'
CR4
218.65'
273.00'
115.57'
45'53'19"
S 22'56'40" E
212.85'
CR4a
21.66'
1 273.00'
10.84'
4'32'46"
S 43°36'56" E
21.66'
CR4b
196.99'
273.00'
103.00'
41°20'33"
S 20°40'16" E
192.74'
CR4c
19.11,
273.00'
9.56'
4°00'38"
S 43'53'00" E
19.10'
CR4d
2.55'
273.00'
1.28'
0°32'09"
S 41'36'37" E
2.55'
CR4e
13.99'
273.00'
7.00'
2°56'09"
S 39'52'28" E
13.99'
CR4f
66.18'
273.00'
33.25'
13°53'24"
S 31'27'42" E
66.02'
CR4g
116.81'
273.00'
59.32'
24'30'59"
S 12'15'30" E
115.93'
CRS
142.74'
150.00'
77.29'
54°31'17"
N 27°15'39" W
137.41'
CR5a
113.26'
150.00'
59.48'
43'15'37"
N 21°37'48" W
110.58,
CR5b
29.48
150.00'
14.79'
11015'40"
N 48°53'27" W
29.43'
CR6
167.77'
75.00'
154.35'
128°10'09"
S 61°23'38" W
134.92'
CR6a
- 69.95'
75.00'
37.75'
53°26'18"
N 81°14'26" W
67.44'
69.88'
75.00'
37.71'
53023'16"
S 45°20'47" W
67.38'
CR6c
27.94'
75.00'
14.13'
21°20'35"
S07'58'51" W
27.78'
CR7
12.05'
71.50'
6.04'
9'39'34"
S 07°31'13" E
12.04'
CR8
23.69'
271.50'
11.85'
4°59'55"
S 14°50'58" E
23.68'
CR9
168.24'
428.50'
85.22'
22"29'44"
N 06°06'03" W
167.16'
CR9 ..
. 57.05'
428.50'
28.57'
7°37'41"
S 13'32'04" E
57.01'
CR96`
111.19'
428.50'
55.91'
14'52'03"
N 02'17'12" W
110.88'
CR18
151.16'
385.00'
76.57'
22°29'44"
N 06'06'03" W
150.19'
CR19
27.48'
315.00'
13.75'
4°59'55"
S 14'50'58" E asstma7.47'
CR20
31.52'
tt
115.00'
15.86'
15°42'20"
S 04'29'
'
sb 10159
a
T
FINAL PLAT OF:
BURLINGAME RANCH AFFORDABLE HOUSING., FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT
PARK C
L27
LOT 3
6.11'
TRACTS A, B & C BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1, FINAL SUBDIVISION PLAT 1ST AMENDMENT
PEDESTRIAN
EASE E A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
PEDESTRIAN EASEMENT AS
IT AFFECTS TRACT 1
1'?CPT - 209.33' CP `S CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
S73. 1150 W
16; ti LP20 CP6 CP2 3' �• 2.00' (TIE)
SHEET 6 OF 7
TRANSIT EASE MENT CPB None TRANSIT, ACCESS, PEDESTRIAN & FIRE LANE EASEMENTS
a
LR3 '
CR15c
N17'SO'24" t
CR152
CR15
5151 80
CR15b
LR2
S151g�4„E
�1ga Gp9
G� �
1.50
2.00'
LOT 4
PEDESTRIAN EASEMENT
CP10
4?
GQ,yn'd
\Ag. \ 24' WIDE
�\9
FIRE LANE
"'
CR13c \ \
EASEMENT
9
t
IT
\
M
'+�
CENTERLINE 7' WIDE
cn ,^+
n�O ,�,
PEDESTRIAN EASEMENT AS
y
IT AFFECTS TRACT 3
am
L24 L�r---2L22
CENTERLINE 7' WIDE
PEDESTRIAN EASEMENT AS
IT AFFECTS TRACT 3
\ka 3.5'
3 5'
V��nc�
N51'57'01"
35.27' (TIE)
1353 F
I j 68'
ass,
Cpss T1 \
24' WIDE FIRE LANE
CSG\� • \ EASEMENT
/ >?
CP56 '
SEE DETAIL B THIS SHEET
R
` 24' WIDE FIRE LANE
CPS 51'57'01"W EASEMENT
5.27' (TIE) TRACT 3
�\ h�
CP58
DETAIL B \
SCALE 1"=30'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CP1
46.55'
118.00,
23.58'
22'36'04"
N 67'38'59" W
46.25'
CP2
49.67'
40.50'
28.50'
70'16'21"
N 43'48'50" W
46.62'
CP3
21.93'
48.92'
11.15'
25'41'05"
N 21'31'13" W
21.75'
CP4
38.17'
138.48'
19.21'
15'47'32"
S 26'27'59" E
38.05'
CPS
24.90'
98.50'
12.51'
14'28'53"
N 11'19'47" W
24.83'
CP6
19.93'
101.50,
10.00,
11'15'03"
N 09'42'52" W
19.90,
CP7
32.93'
248.50'
16.49'
7'35'31"
N 11'32'38" W
32.90'
CP8
16.04'
101.50,
8.04'
9'03'17�
N 12'16,31"W
16.02'
CP9
60.29
128.50
30.71
26 53 00
S 48'3419,E
59.74'
CP10
1.42'
9.00'
0.71'
9'01'52"
S 66'31'45" E
1.42'
CP11
2.53'
66.50'
1.27'
2'10'56"
N 08'34'37" E
2.53'
CP12
40.26'
674.63'
20.14'
3'25'10"
N 09'11'44" E
40.26'
CP13
11.27'
101.51'
5.64'
6'21'48"
N 07'43'25" E
11.27'
CP14
189.31'
6255.99'
94.66'
1'44'02"
S 05'26'36" W
189.30'
CP15
6.19'
802.64'
3.10'
0'26'32"
N 04'20'06" E
6.19'
CP16
36.37'
4434.87'
18.19,
0'28'12"
N 04'47'28" E
36.37'
CP17
26.29'
64.00'
13.33'
23'32'13"
N 06'44'33" W
26.11'
CP18
79.30'
214.00'
40.11'
21'13'57"
N 07'53'41" W
78.85'
CP19
23.20'
62.00'
11.74'
21'26'33"
N 07'59'59" W
23.07'
CP20
54.03'
359.91'
27.07'
8-36-04"
N 23'01'18" W
53.98'
CP21
41.84'
201.25'
20.99'
11'54'40"
N 21'22'00" W
41.76'
CP22
59.63'
838.68'
29.83'
1 4'04'26"
N 17'26'53" W
59.62'
CP23
73.38'
2068.11'
36.69'
2'01'58"
N 18'28'07" W
73.37'
CP24
59.87'
2070.75'
29.94'
1'39'24"
N 18'16'50" W
59.87'
CP25
23.16'
65.01'
11.70'
20'24'33"
N 08'54'15" W
23.03'
CP26
68.19'
144.32'
34.74'
27'04'16"
N 12'14'07" W
67.56'
CP27
61.71'
212.71'
31.07'
16'37'20"
N 17'27'35" W
61.49'
CP28
61.99'
380.86'
31.06'
9'19'33"
N 04'29'09" W
61.92'
CP29
23.55'
52.00'
11.98,
25'57'06"
N 12'47'56" W
23.35'
CP30
17.68'
76.00'
8.88'
13'19'31"
N 19'06'43" W
17.64'
CP31
25.61'
91.00,
12.89'
16*07*20"
N 20'30'38" W
25.52'
CP32
43.23'
43.00'
23.64'
57'35'59"
N 00'13'41" E
41.43'
CP33
52.59'
914.50'
26.30'
3 17'41"
N 30'40'31" E
52.58'
CP34
19.87
46.29
10.09
24 3519'
N 20'0142 E
19.71
CP35
54.47'
156.00
27.51'
20'00'15"
S 02'07'58" W
54.19'
CP36
1 65.77
249.00
33.08
15"0805„
„
S 04. 34 03W
65.58,
CP37
26.44
101.00
13.30
15 00 00'
S 04'30 00, W
26.37
CP38
53.35'
81.00,
27.68'
37'44'07"
S 02'56'21" W
52.39'
CP39
122.60'
160.08'
64.48'
43'52'57"
N 20'14'05" W
119.63'
CP40
49.11'
250.00'
24.63'
11'15'17"
N 48'53'38" W
49.03'
CP41
32.00'
299.49'
16.02'
6'07'20"
N 57'34'57" W
31.99'
CP42
36.47'
84.10'
18.53'
24'50'45"
N 73'04'00" W
36.19'
CP43
25.57'
12.50'
20.48'
117'11'35"
S 35'54'51" W
21.34'
CP43a
9.27'
12.50'
4.86'
42'30'02"
S 73'15'37" W
9.06'
CP43b
16.30'
12.50'
9.54'
74'41'33"
S 14'39'50" W
15.17'
CP44
16.25'
10.50,
10.26'
88'39'20"
S 21'38'43" W
14.67'
CP45
20.61'
27.50'
10.82'
1 42'56'18"
N 87'26'32" E
20.13'
CP46
15.32'
13.58'
8.59,
64'39'33"
S 76'34'54" W
14.52'
CP47
55.13'
127.00'
28.00'
24'52'11"
N 66'57'22" W
54.69'
CP48
6.51'
17.50'
3.30'
21'19'43"
S 43'36'00" E
6.48'
CP49
116.12'
202.00'
59.71'
32'56'09"
N 16'28'04" W
114.53'
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 MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CP50
6.54'
12.50'
3.35'
30'00'00"
N 15'00'00" E
6.47'
CP51
54.50'
45.73'
31.01'
68'17'19"
S 78'41'32" W
51.33'
CP52
7.53'
12.50'
3.88'
34'30'46"
S 84'25'11" E
7.42'
CP53
6.54'
12.50'
3.35'
30'00'00"
N 27'19'34" W
6.47'
CP54
6.54'
12.50'
3.35'
30'00'00"
S 27'19'34" E
6.47'
CP55
135.44'
230.00'
69.75'
33'44'19"
S 04'32'36" W
133.49'
CP56
14.47'
50.00'
7.29'
16'35'10"
S 29'42'20" W
14.42'
CP57
6.53'
7.50'
3.49'
49'53'59"
N 13'02'S6" E
6.33'
CP58
3.06'
113.68'
1.53'
1'32'32"
S 11'04'50" E
3.06'
CP59
27.41'
1 112.84'
1 13.78'
13'55'12"
N 26'20'12" W
27.35'
60
CP13
'25'37"E 204.32'
!'05'26"W 16.67' (TIE)
CENTERLINE 4' WIDE
f-CP11 PEDESTRIAN
EASEMENT AS IT
AFFECTS TRACT 1
2.0'
DETAIL A
SCALE 1"=30'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
Cl
179.45'
1000.00,
89.97'
10'16'54"
S 27*38'40" E
179.21'
C1a
151.40'
1000.00,
75.85'
8*40*29"
N 28'26'53" W
151.26'
C1b
28.05'
1000.00,
14.02'
1'36'25"
S 23'18'25" E
28.05'
C2
76.24'
40.00'
56.28'
109'11'58"
S 65"07'45" E
65.21'
C3
1 25.53'
20.00'
14.83'
73'07'47"
N 07'53'16" W
23.83'
C4
125.17'
192.50'
64.89'
37'15'20"
S 10'02'57" W
122.98'
C5
165.13'
214.50'
86.90'
44'06'30"
S 08'48'48" W
161.08'
C5a
35.97'
214.50'
18.03'
9'36'33"
S 26'03'46" W
35.93'
C5b
129.16'
214.50'
66.60'
34'29'57"
S 04'00'32" W
127.21'
C6
31.96'
20.00'
20.55'
91'33'52"
S 32'32'30" W
28.67'
C7
23.18'
13.50'
15.64'
98'23'08"
S 52'29'00" E
20.44'
C8
74.75'
146.00'
38.21'
29'20'08"
S 11'22'37" W
73.94'
C9
52.14'
277.50'
26.15'
10'45'53"
N 45'54'28" W
52.06'
C10.
27.58'
206.69'
1 13.81'
1 7'38'45"
N 47'28'04" W
27.56'
C10a
22.58'
206.69'
11.30'
1 6'15'39"
N 48'09'37" W
22.57'
C10b
5.00'
206.69'
2.50'
1 1'23'06"
N 44'20'14" W
5.00'
(TIE)
SEE DETAIL A THIS SHEET
1 •\4 .
4 62g„
F416
O
CENTERLINE 4' WIDE PEDESTRIAN
EASEMENT AS IT AFFECTS TRACT 1
T '\
FgSFM���3 \
T \ Cp1s
v • /n '
pFoFSTR/qN
FgSFMFNT 81,
GRAPHIC SCALE
0 30 60 120
( IN FEET)
1 inch = 60 ft.
240
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CR1
266.43'
125.00'
226.08'
122'07'23"
S 64'25'02" W
218.78'
CR1a
155.26'
125.00'
89.44'
71'09'59"
S 38'56'20" W
145.47'
CR1b
50.83'
125.00'
25.77'
23'17'58"
S 86"10'18" W
50.48'
CR1c
60.34'
125.00'
30.77'
1 27*39'26"
N 68'21'00" W
59.75'
CR2
190.32'
200.00'
103.05'
54'31'17"
N 27'15'39" W
183.22'
C112a
66.42'
200.00'
33.52'
19'01'37"
N 45*00*28" W
66.11'
CR2b
123.90'
200.00'
64.01'
35'29'40"
N 17'44'50" W
121.93'
CR2c
25.33'
200.00'
12.68'
7'15'25"
N 50'53'35" W
25.31'
CR2d
41.09
200.00,
20.62
11. 4613
N 41'22 46„ W
41.01,
CR3
177.00'
223.00'
93.46'
45'28'33"
S 22'44'16" E
172.39'
C113a
49.05'
223.00'
24.62'
12'36'05"
S 39'10'30" E
48.95'
CR3b
57.23'
223.00'
28.77'
14'42'12"
S 25'31'22" E
57.07'
CR3c
70.72'
223.00'
35.66'
18'10'15"
S 09'05'08" E
70.43'
CR3d
45.22'
1 223.00'
22.69'
11'37'11"
S 12'21'40" E
45.15,
CR3e
25.50'
223.00'
12.76'
6'33'05"
S 03'16'32" E
25.48'
CR4
218.65'
273.00'
115.57'
45'53'19"
S 22'56'40" E
212.85'
CR5
142.74'
150.00,
77.29'
54'31'17"
N 27'15'39" W
137.41'
CR5a
126.92'
150.00'
67.54'
48'28'47"
N 24*14*23" W
123.17'
CR5b
15.82'
150.00'
7.92'
6*02*31"
N 51'30'02" W
15.81'
CR6
167.77'
75.00'
154.35'
128'10'09"
S 61'23'38" W
134.92'
CR6a
51.20'
75.00'
26.64'
39'06'52"
N 74'04'43" W
50.21'
CR6b
78.26'
75.00'
43.12'
59'47'15"
S 56'28'14" W
74.76'
CR6c
38.31'
75.00'
19.58,
29'16'03"
S 11'56'35" W
37.90'
CR7
12.05'
71.50'
6.04'
9'39'34"
S 07'31'13" E
12.04'
CR8
23.69'
271.50'
11.85,
4'59'55"
S 14'50'58" E
23.68'
CR9
168.24'
428.50'
85.22'
22'29'44"
S 06'06'03" E
167.16'
CR9a
57.05'
428.50'
28.57'
7'37'41"
S 13'32'04" E
57.01'
CR9b
111.19,
428.50'
55.91'
1 14*52*03"
S 02'17'12" E
110.88'
CR10
71.15'
128.50'
36.51'
31'43'25"
S 21'00'32" W
70.24'
CR11
139.89'
146.50'
75.79'
54'42'39"
S 09'30'55" W
134.64'
CR12
38.17'
126.50'
19.23'
17'17'24"
S 26'29'07" E
38.03'
CR13
150.99'
130.00'
85.31'
66'32'45"
S 68'24'11" E
142.64'
CR13a
81.49'
130.00'
42.13'
35*54*52"
S 53'05'15" E
80.16'
CR13b
43.88'
130.00'
22.15'
19*20*20"
S 80'42'51" E
43.6T
CR13c
25.62'
130.00'
12.85'
11'17'34"
N 83'58'13" E
25.58'
CR14
209.06'
180.00,
118.12'
66'32'45"
S 68'24'11" E
197.51'
CR15
51.30'
170.00'
25.85'
17'17'24"
S 26'29'07" E
51.11,
CR15a
4.59'
170.00'
2.30'
1'32'54"
S 34'21'22" E
4.59'
CRiSb
8.88
170.00
4.44
2. S9 32„
S 32'05 08„ E
8.88,
CR15c
37.83'
170.00'
18.99,
12'44'58"
S 24'12'53" E
37.75'
CR16
181.43
190.00
98.30
54o 42 39"
S 090 30 55" W
174.61,
CR17
47.06'
85.00,
24.15'
31'43'25"
N 21'00'32" E
46.46'
CR18
151.16'
385.00'
76.57'
22'29'44"
N 06'06'03" W
150.19,
CR19
27.48'
315.00'
13.75'
4'59'55"
S 14'50'58" E
27.47'
CR19a
11.86'
315.00'
5.93'
2'09'23"
S 16°16'13" E
11.86'
CR19b
8.61'
315.00'
4.31'
1'33'58"
S 14'24'33" E
8.61'
CR19c
7.02'
315.00'
3.51'
1'16'34"
1 S 12'59'17" E
7.02'
CR20
1 31.52'
115.00'
15.86'
1 15'42'20"
1 S 04-29-50" E
31.42'
CR18
R9b CR9 ROW
Oil
21.88,
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG "SOPRISENG.COM
PARK B
PARK A
3.96'
LOT 1
LOT 2
CR3
N17'2� ,,�
S17'20'SS„E
CP23 ' _ •--�,�_,__
1 a;�? / % 1� o'-._
l t/ j
! o'''r__L _24' WIDE FIRE LANE
EASEMENT
TRACT 2
LINE TABLE
LINE
BEARING
LENGTH
LP3
N34'21'45"W
32.05'
LP2
N18'34'13"W
47.79'
LP3
S62'00'48"E
18.99'
LP4
N04'06'50"E
127.66'
LPS
N19'29'06"W
47.61'
LP6
S03'00'00"E
14.79'
LP7
S12'00'00"W
49.50'
LP8
N24'47'52'W
5.51'
LP9
N54'31'17"W
71.91'
LP10
S09'44'36"E
7.91'
LP11
N71'05'19"W
14.54'
LP12
S48'41'29"W
8.54'
LP13
N33'42'53"W
5.63'
LP14
N54'31'17"W
101.64'
LP15
S81'08'58"W
6.45'
LP16
S54'15'51"E
2.75'
LP17
SOO'00'00"E
14.17'
LP18
S30'00'00"W
0.65'
LP19
S72'09'36'W
29.31'
LP20
S17'50'24"E
8.60'
LP21
N72'09'36"E
31.49'
LP22
N88'40'07"W
23.73'
LP23
S01'19'53"W
8.60'
LP24
S88'40'07"E
23.16'
LP25
S77'39'00"W
23.19'
LP26
S12'21'00"E
8.60'
LP27
N77'39'00"E
23.50'
LP28
N44'32'52"E
16.93'
LP29
S67'09'48"E
7.91'
LP30
N78'19'26"E
22.59'
LP31
N12'19'34"W
23.33'
LP32
N42°19'34"W
1.47,
LP33
N12'19'34"W
18.45'
LP34
N37'59'55"E
28.94'
LP26
rRANSIrEASEMENr
CR29a
CR19b
_ CR19 CR19C N12 21'0p"W ., .
LINE TABLE
LINE
BEARING
LENGTH
L10a
542'16'16"W
50.10'
L10b
S42'16'16"W
50.03'
L21
S13'14'26"E
34.75'
L22
S78'19'26"W
11.33' .
L23a
S11'40'34"E
54.00'
L23b
S11'40'34"E
50.00,
L24
N78'19'26"E
0.41'
L25
S03'17'27"E
12.57'
L26
S26'02'41"W
72.53'
L27 N22'43'41"W 8.06'
LINE TABLE
LINE
BEARING
LENGTH
LRl
S87'18'34"W.
3.50'
LR2
S54'52'11"W
3.50'
LR3
N54'52'11"E
10.00,
LR4
N86'38'40"W
10.00'
CENTERLINE 4' WIDE PEDESTRIAN
EASEMENT AS IT AFFECTS TRACT 1
R \ CENTERLINE 4'
WIDE PEDESTRIAN
S�2 21 b0" LR4 2pa EASEMENT AS IT
E122.34 CR7 �a r'>, AFFECTS TRACT 1
LR1 `� o
N82'15'58"W dQ 1Q
LP12 2.00' (TIE) '7�\
CP46 ! CENTERLINE 24'
LP11 WIDE ACCESS
EASEMENT & I
PEDESTRIAN
EASEMENT
`LP10 u • + CENTERLINE 4'
CP44 u ( WIDE PEDESTRIAN
CP43b / _ - BASEMENT a�
_ CP5
w % CP43a / S15 28 41 „E
24' WIDE FIRE LANE �Q/. a �^' _ 112.16, -
Z9g3, EASEMENT CENTERLINE 7' WIDE L �� CENT RE LINE 1
PEDESTRIAN EASEMENT AS LQA�/ WIDE ACCESS `'s '
IT AFFECTS TRACT 2
LP15 EASEMENT �
S15'28'41"E 36.19'
NOO. 49 SIB, 2 '
3 CR3c 0000,E s' LP8 CR%311 CQ�
d 9646 C4�' NS 3d CENTERLINE 7' WIDE
.CP39 _ • . 1 y�° 1�°9//�+ PEDESTRIAN EASEMENT AS
IT AFFECTS TRACT 1
20 8646, \ RSa CR5b
\ S2p9$/
CRS / i /-
s� / LP18 CP48
CPti LP16 TRACT 1
/ o LP17 CR2 CR2 G Zc LP13
h 24' WIDE FIRE LANE \� CR2b.
EASEMENT 9 -- \ ,4
` CENTERLINE 7' WIDE �' \
PEDESTRIAN EASEMENT AS �.
IT AFFECTS TRACT 1
24' WIDE FIRE LANE
EASEMENT
•` Y
sb 10159
28643 e
29" W�"_ l
81
FINAL PLOT OF:
BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUB -DIVISION PLAT -SECOND AMENDMENT
PARK C
37,502 Sq Ft
0.861 Ac.
188.85'
r�
�y
1 T8
ti
LOT 4
4,486 Sq Ft
0.103 Ac.
SQ81s49„f85
LOT 3 OS
4,542 Sq Ft
0.104 Ac. CR14a-
SOS 4j,34 ,CBS qs, M
SEE DETAIL B THIS SHEET
kc
M y
h
Go 6.11' n
LINE TABLE
LINE
BEARING
LENGTH
LRl
S87'18'34"W
3.50'
LR2
S54'52'11"W
3.50'
LR3
N54'52'11"E
10.00'
LR4
N86-38-40"W
10.00'
"W 398.28'
2 �U'
SN(
?3b ! yy EAS
a S�
L22 "y
ni
a, LS6
SS �� -
7�
209.33'
TRACT 1
194,015 Sq Ft
4.454 Ac.
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CR1
266.43'
125.00'
226.08'
122'07'23"
S 64'25'02" W
218.78'
CR2
190.32'
200.00'
103.05'
54'31'17"
N 27'15'39" W
183.22'
CR3
177.04'
223.00'
93.48'
45'29'15"
S 22'44'38" E
172.43'
CR3a
43.79'
223.00'
21.97'
11'15'06"
S 39'51'42" E
43.72'
CR3b
62.53'
223.00'
31.47'
16'03'54"
S 26'12'12" E
62.32'
CR3c
70.72'
223.00'
35.66'
18'10'15"
S 09'05'08" E
70.43'
CR4
218.69'
273.00'
115.60'
45'53'54"
S 22'56'57" E
212.89'
CR4a
21.71'
273.00'
10.86'
4'33'21"
S 43'37'13" E
21.70'
CR4b
196.99'
273.00'
103.00'
41'20'33"
S 20'40'16" E
192,74'
CR5
142.74'
150.00'
77.29'
54'31'17"
N 27*15*39" W
137.41'
CR6
167.77'
75.00'
154.35'
128'10'09"
S 61'23'38" W
134.92'
CR6a
31.08'
75.00'
15.76'
2344'23"
N 66'23'29" W
30.85'
CR6b
17.20'
75.00'
8.64'
13'08'19"
N 84'49'50" W
17.16'
CR6c
6.63'
75.00'
3.32'
5-04-00"
S 86'04'01" W
6.63'
CR6d
64.94'
75.00'
34.66'
49'36'34"
S 58'43'45" W
62.93'
CR6e
47.93'
75.00'
24.81'
36'36'54"
S 15'37'01" W
47.12'
CR7
12.05'
71.50'
6.04'
9'3934"
S 07°31'13" E
12.04'
CR8
23.69'
271.50'
11.85'
4'59'55"
S 14'50'58" E
23.68'
CR9
168.24'
428.50'
85.22'
22°29'44"
N 06'06'03" W
267.26'
CR9a
57.05'
428.50'
28.57'
7'37'41"
N 13'32'04" W
57.01'
CR9b
111.19,
428.50'
55.91'
14'52'03"
N 02'17'12" W
110.88'
CR10
71.15'
128.50'
36.51'
31°43'25"
N 21'00'32" E
70.24'
CR11
139.89'
146.50'
75.79'
54'42'39"
S 09'30'55" W
134.64'
CR12
38.17'
126.50'
19.23'
17'17'24"
S 26°29'07" E
38.03'
CR13
150.99'
130.00'
85.31'
66'32'45"
S 68'24'11" E
142.64'
CR14
209.06
180.00
118.12
66 32 45 "
"
S 682411E
197.51 '
CR34a
14.97'
180.00,
7.49'
4'45'58"
N 80'42'25" E
14.97'
CR14b
45.12'
180.00,
22.68'
14'21'42"
S 8943'45" E
45.00'
CR14c
148.97'
180.00'
79.05'
47'25'05"
S 58'50'21" E
144.75'
CR15
51.30'
170.00'
25.85'
17'17'24"
S 26'29'07" E
51.11'
CR16
181.43'
190.00,
98.30'
54°42'39"
S 09'30'55" W
174.61'
CR16a
30.44'
190.00,
15.25'
9.10,501,
S 13'15'00" E
30.41'
CR16b
79.38'
190.00,
40.28'
23'56'12"
S 03'18'31" W
78.80'
CR16c
21.06'
190.00,
10.54'
6'21'08"
S 18'27'11" W
21.05'
CR16d
50.54'
190.00,
25.42'
15'14'29"
S 29'15'00" W
50.39'
CR17
47.06'
85.00,
24.15'
31'43'25"
N 21'00'32" E
46.46'
CR17a
22.11'
85.00'
11.12'
14'54'22"
N 29'25'03" E
22.05'
CR17b
24.95'
85.00'
12.56'
16'49'03"
N 13'33'21" E
24.86'
CR18
151.16'
385.00'
76.57'
22°29'44"
N 06'06'03" W
150.19'
CR18a
76.41'
385.00'
38.33'
11'22'18"
N 00'32'20" W
76.29'
CR18b
74.75'
385.00'
37.49'
11'07'26"
N 11'47'12" W
74.63'
CR19
27.48'
315.00'
13.75'
4'59'55"
S 14'50'58" E
27.47'
CR19a
2.46'
315.00'
1.23'
0'26'51"
S 17'07'30" E
2.46'
CR19b
8.85'
315.00'
4.43'
1°36'37"
S 16'05'45" E
8.85'
CR19c
16.1T
315.00'
8.09'
2'56'27"
S 13'49'13" E
16.17'
CR20
31.52'
115.00'
15.86'
15-42-20"
S 04-29-50" E
31.42'
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 MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
TRACTS A. 6 & C BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1, FINAL SUBDIVISION PLAT 1ST AMENDMENT
A PARCEL OF LAND SITUATED IN SECTION 21 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 7 OF 7
SNOW STORAGE
LS13 "I3S3,
LS12 -�� /-EAOMENTRAGE
caw
SNOW STORAGE
EASEMENT
41$$
LS15
LS17
SNOW STORAGE
"SNOW STORAGE
EASEMENT
1s LS20
LS21
Pt> LS22 SNOW STORAGE
dC �" LS23 EASEMENT
�1>�1�A LS24
TRACT 3
187,412 Sq Ft
4.302 Ac.
CENTERLINE 12' WIDE SNOW STORAGE
EASEMENT
LS25
LS26
CENTERLINE 13' WIDE SNOW STORAGE
EASEMENT
CENTERLINE 45' WIDE SNOW STORAGE
EASEMENT
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CT1
103.36'
265.00'
52.35'
22-20-51"
N 89'29'52" E
102.71'
CT'
23.27'
265.00'
22.64'
S'02'S1"
N 80'50'22" E
23.26'
CT1b
57.63'
265.00'
2$.93'
12'27'37"
N 89'35'05" E
57.52'
CT1c
22.46'
265.00'
11.24'
4'51'24"
S 81'45'25" E
22.46'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
C1
179.45'
1000.00,
89.97'
10'16'54"
S 27'38'40" E
179.21'
C1a
151.13'
1003.71'
75.71'
8'37'38"
S 28'25'53" E
150.99'
C1b
28.05'
585.74'
14.03'
2'44'37"
S 23'18'25" E
28.05'
C2 1
76.24'
1 40.00'
56.28'
109*11,58"
S 65'07'45" E
65.21'
C3
25.53'
20.00'
14.83'
73'07'47"
N 07'53'16" W
23.83'
C4
125.16'
192.50'
64.88'
37'15'14"
S 10'03'00" W
122.97'
C5
165.13'
214.50'
86.90'
44'06'28"
S 08'48'48" W
161.08'
C5a
19.55'
214.50'
9.78'
5'13'22"
S 28'15'22" W
19.55'
C5b
28.29'
214.50'
14.17'
7'33'27"
S 21'51'57" W
28.27'
C5c
38.09'
214.50'
19.10,
10'10'29"
S 12'59'59" W
38.04'
C5d
79.19'
214.50'
40.05'
21'09'12"
S 02'39'51" E
78.74'
C6
31.96'
20.00'
20.55'
91'33'52"
S 32'32'30" W
28.67'
C6a
13.76'
20.00'
7.16'
39'24'58"
N 06'28'03" E
13.49'
C6b 1
18.20'
20.00'
9.79'
52'08'54"
N 52'14'59" E
17.58'
C7
23.18'
1 13.50'
15.64'
98'23'07"
S 52'29'00" E
20.44'
C8
74.75'
146.00'
38.21'
29'20'08"
S 11'22'37" W
73.94'
C9
52.14'
277.50'
26.15'
10'45'53"
N 45'54'28" W
52.06'
CIO
27.53'
206.69'
13.79'
7'37'55"
N 47'28'29" W
27.51'
C10a
22.58'
206.69'
1 11.30'
6°15'39"
N 48'09'37" W
22.57'
C10b 1
4.95'
1 206.69'
1 2.47'
1 1'22'16"
N 44'20'39" W
4.95'
S
�. L$27
BURLINGAME PHASE IICP
No .
8S1OS w13gS0 ENO STORAGE
ENT
CR,_ SNOW STORAGE
GRAPHIC SCALE
60 0 30 60 120
( IN FEET)
1 inch = 60 ft.
CONDOMINIUM
4TH SUPPLEMENT
Mgi,�NG
240 STpC4-p
-41k v
SNOW STORAGE EASEMENT
�I
A
�I
i to
u
o Ir
u
v-
LS47
SNOW STORAGE p� 8:
Gp
EASEMENT a
1i° LS46
o� <q ' SNOW STOR, GE
LS56 -� �\ 48 EASEMENT
LS55 --� LsSp LS45
a
L
LS53 vh/ ��,5� ' CS6
e N88'06'06"W
LS52 14.50' (TIE)
0 �S5' ti 49'46'14"W
gd 6.39' (TIE)
`o LS30
CR�8b S31-
2.797 Ac.
Z
CONDOMINIUM
5TH SUPPLEMENT
PARK B
22,410 Sq Ft
0.514 Ac.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE.. COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
L5
LS33
2.261 CENTERLINE 9' WIDE SNOW
STORAGE EASEMENT
189,22'
11.66'
ROW N17'20'55'q
121,851 Sq Ft
2.797 Ac.
S17'20'$"E
3.96'
C10b
N LOT 1
h,
N 3,809 Sq Ft
LOT 2
o
0.087 Ac. ,
3,767 Sq Ft
0.086 Ac.
poo q,
s
-
rn
7
LT2c
LT2d
LT2a \ LT2b
S131607"E 6
3'35' S31'38'41"
46.47'
L4
LINE TABLE
LINE
BEARING
LENGTH
L1
S07'11'09"E
50.03,
L2
S21'18'17"E
44.53'
L3
S05'31'10"W
32.00'
L4
S10'32'00"E
45.00,
L5
S25°20'41"E
42.24'
L6
S35'09'29"E
43.07'
L7
S20'30'32"E
50.20'
L8
S27'41'19"E
17.40'
L9
S49'28'29"W
0.15'
L10a
S42'16'16"W
50.10'
L10b
S42'16'16"W
50.03'
LSl
S28'40'37"W
15.38'
L12
S81'25'21"W
58.67'
L13
S24'24'2111W
19.14'
L14
S01'59'21"W
74.55'
L15
S09°43'46"E
69.76'
L16
S20'18'02"E
65.33'
L17
SOO'48'03"W
63.49'
L18
S29'18'38"W
44.87'
L19
S47°20'56"E
44.33'
L20
S30'52'02"W
11.45'
L21
S13'14'26"E
34.75'
L22
S78'19'26"W
11.33'
L23a
S11'40'34"E
54.00'
L23b
S11'40'34"E
50.00'
L24
N78'19'26"E
0.41'
L25
S03'17'27"E
12.57'
L26
S26'02'41"W
72.53'
L27
N22'43'41"W
8.12'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CS1
2.15'
15.00'
1.08,
8°12'50"
S 34'36'32" W
2.15'
CS2
9.37'
86.60'
4.69'
6'11'50"
N 82'23'27" W
9.36'
CS3
5.87'
15.00,
2.97'
22°25'58"
S 83'17'39" W
5.84'
CS4
20.45'
10.00,
16.38'
117°11'35"
S 35'54'51" W
17.07'
CS5 1
24.72'
81.60'
12.45'
17'21'17"
N 76'48'44" W
24.62'
CS6
7.95'
81.60'
3.98'
5-34-59"
N 63'26'07" W
7.95'
CS7
31.73'
296.99'
15.88'
6*07*20"
N 57'34'57" W
31.72'
CS8
39.55'
229.60'
19.82'
9'52'07"
S 12'48'12" W
39.50'
CS9
50.13'
42.59'
28.42'
67'26'01"
S 79'06'01" W
47.29'
CS10
77.79'
202.00'
39.38'
22'03'51"
S 04'14'42" W
77.31'
CENTERLINE 9' WIDE SNOW
STORAGE EASEMENT
LS34
TRACT 2
116,610 Sq Ft
2.677 Ac.
SNOW STORAGE
EASEMENT SNOW STORAGE
EASEMENT
LS36 LS37
CRIB
47.30'�. LS38
- CR19c LS40
7q.42, �371 LS41
N12 21 ��"W 27 :) ,
R7-
SNOW STORAGE EASEMEN
(SEE DETAIL A THIS S
SNOW STORAGE
EASEMENT
(SEE DETAIL A THIS SHEET)_\__�
SEE DETAIL A THIS
TRACT 1
194,015 Sq Ft
4.454 Ac.
LINE TABLE
LINE
BEARING
LENGTH
LS1
N64'21'20"W
6.06'
LS2
N35'46'53"E
32.11'
LS3
N82'05'15"W
7.75'
LS4
S71'24'21"E
7.89'
LS5
N13'00'43"W
20.47'
LS6
N41'18'33"W
8.14'
LS7
N12'17'13"W
6.93'
LS8
N68'53'26"E
5.06'
LS9
S57'19'38"E
4.56'
LS10
N44'35'46"E
8.98'
LS11
S67'10'58"E
7.67'
LS12
S81°20'25"W
13.08'
LS13
N18'40'13"W
4.55'
LS14
N34'23'30"E
2.90'
LS15
S74'43'23"E
12.00'
LS16
N16'05'31"E
22.45'
LS17
S68'22'15"E
12.93'
LS18
N53'07'46"W
16.46'
LS19
N33'22'19"E
42.75'
LS20
S68'02'08"E
16.77'
LS21
N38'29'31"E
9.60'
LS22
N43'33'14"W
5.30'
LS23
N01'17'55"W
13.27'
LS24
S82'55'26"E
19.90,
LS25
S84'51'11"E
18.00'
LS26
S84'51'11"E
15,00'
LS27
S84'51'11"E
17.00'
LS28
S83'46'31"W
17.67'
LS29
N01°17'32"E
37.84'
LS30
N17'04'13"W
44.65'
LS31
N60'34'06"E
12.54'
LS32
N41'16'21"W
14.82'
LS33
N70'21'28"E
18.41'
LS34
N72'39'05"E
18.00'
LS35
N72'39'05"E
19.00,
LS36
S72'39'05"W
18.27'
LS37
N17'47'46"W
9.97'
LS38
N76'05'45"E
18.58'
LS39
S77°39'00"W
18.00'
LS40
N12'21'00"W
10.71'
LS41
N77'39'00"E
18.00'
LS42
S07'18'52"E
8.00'
LS43
S81'06'02"W
16.59'
LS44
S61'15'44"W
42.41'
LS45
S11'44'49"W
2.57'
LS46
N23'05'05"W
3.81'
LS47
N22'58'49"W
25.53'
LS48
S00'58'16"E
13.47'
LS49
S53'02'57"W
30.34'
LS50
N11'55'46"W
15.98'
LS51
S54'31'17"E
12.07'
LS52
S47'36'09"W
6.49'
LS53
N50'23'22"W
LS54
N86'34'08"W
15.25'
LS55
N70'21'25"W
10.16'
LS56
N34'00'12"W
8.24'
SNOW STORAGE
EASEMENT
(SEE DETAIL A THIS SHEET)
sb 10159
LINE TABLE
LINE
BEARING
LENGTH
LT1
S78'03'06"W
34.65'
LT2a
N28'33'32"W
21.87'
LT2b
N28'33'32"W
53.33'
LT2c
S28'33'32"E
40.88'
LT2d
S28*33'32"E
34.31'
LT3
S72'19'05"W
34.27'
LT4
S37'00'48"W
27.34'
LT5
S74'07'04"W
50.52'
LT6
S78'19'26"W
28.32'
LT7
S40'31'29"W
35.46'
LT8
NO2'38'23"W
58.13'
LT9
N06'47'38"E
27.69'
GRANT OF EASEMENTS SURVEY OF:
BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT
3 2 LOT 1A, FINAL SUBDIVISION PLAT LOT 1A, BURLINGAME RANCH, LOT 1 PARCEL 21 PARK TRUST EXEMPTION MAP
POINT OF COMMENCEMENT A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
OUND1CORNER
954BLMBRASS CAP CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
i SHEET 1 OF 3
CERTIFICATES, DEDICATION, PUBLIC PEDESTRIAN EASEMENT
L �
SHEET INDEX
1) CERTIFICATES, DEDICATION, PUBLIC PEDESTRIAN EASEMENT
2) DEFINITION OF AVLT CONSERVATION EASEMENT IN GROSS
z \ 3) SLOPE MAINTENANCE & GRADING EASEMENT, JOINT HOLY CROSS ELECTRIC & UTILITY EASEMENT AND STORM OUTFALL EASEMENT
y I \
U7 I
CERTIFICATE OF CONSERVATION EASEMENT IN GROSS ACCEPTENCE
m THAT ASPEN VALLEY LAND TRUST, BEING THE BENIFICARY OF THE CONSERVATION EASEMENT IN GROSS DETAILED AND
tin ` DESCRIBED ON SHEET 2 OF 3 HEREOF DOES HEREBY ACCEPT SAID GRANT, AND DOES FURTHER ACKNOWLEDGE SAID EASEMENT
Ln
GRANT AS FULLFILLING THE REQUIREMENTS OUTLINED IN THE CORRECTION DEED OF CONSERVATION EASEMENT IN GROSS
Oq ` RECORDED AS RECEPTION NUMBER 558008 OF THE PITKIN COUNTY RECEORDS.
EXECUTED THIS 4� DAY OF 2013
GRANTEE: ASPEN VALLEY LAND TRUST, A COLORADO NONPROFIT CORPORATION
BY: la,411LYZ:�
ARTHA COCHRAN, ITS EXECUTIVE DIRECTOR DATE
CENTERLINE 4' WIDE �
N PEDESTRIAN EASEMENT
188.85' ` 9' 4"I'V 98. 8' � CPI �
LP 2 �
31` 1 _ 209.33' STATE OF COLORADO )
CP2...... ) SS
0.30 Cp COUNTY OF PITKIN )
POINT OF BEGINNING CP5 �6 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF it 2013 BY MARTHA
PUBLIC PEDESTRIAN EASEMENT COCHRAN, EXECUTIVE DIRECTOR ASPEN VALLEY LAND TRUST.
PUBLIC PEDESTRIAN EASEMENT SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN; SAID Noo13s �p.�_ \ \ WITNESS MY HAND AND OFFICIAL SEAL: ����`��\\G�AIG
EASEMENT ALSO SITUATED WITHIN A PORTION OF LOT 1A, BURLINGAME RANCH SUBDIVISION ACCORDING TO THE FINAL pSF'OO 3 Fz3168 ` �� \ ` \ MY CO ISSION EXPIRES �l l2d O/ ���\ P? e��J
SUBDIVISION PLAT OF LOT 1A, BURLINGAME RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION NO.515997 AND LOT 1, PARCEL 2,
PARK TRUST EXEMPTION, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 10, 2005 AS RECEPTION NO.515995, BOTH OF THE A ,rOq g7ApRTjp _ NOTA/? y
PITKIN COUNTY RECORDS; SAID EASEMENT MORE PARTICULARLY DESCRIBED AS FOLLOWS: 'QF Fp ,SF q/F Y2 pp \ \ NOTARY PUBLIC _ p
1/0 Cp y0 F,c AF ? cP PUBLIC,
AN EASEMENT BEING FOUR (4) FEET WIDE, TWO (2) FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE AS IT AFFECTS N No �s /'� °F \ /! ,f / q,, " '' •' O
SAID LOT lA, NO 9 /� q�A STRj MY ADDRESS IS: v0����1 �nTr7 �-(/ % ��
SAID SECTION 2 BEARS N..75R 9N14'"E.NA DISTANCE ANCE OF 855.68 FEET (WITHNALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OFF MFNpitj ///N TO,c�F4r � ciO9 LOT 1A � � �� ��i/FCF CO�C�lP\\�����
N.04'41'16"E. FROM THE WEST QUARTER CORNER OF SAID SECTION 2 TO SAID NORTHWEST CORNER OF SAID SECTION 2); THENCE THE F4'T coo 9UR tijFN FINAL SUBDIVISION PLAT �hl�ill I I i nI\\\\\ Zp%�
FOLLOWING FORTY-ONE (41)COURSES: tip 1F/ tiG T/�y ` LOT 1A, BURLINGAME RANCH soon Expires�1-
RFCORpI S!✓e r f l q,e \ R C #5CITY OF99 ASPEN \`
1) N.34'21'45"W., A DISTANCE OF 32.05 FEET; F O N \
2) 38.17 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 138.48 FEET AND A CENTRAL ANGLE OF 15-47-32", p 9S /`/S/ Cy
O �
CHORD BEARS N.26'27159"W., A DISTANCE OF 38.05 FEET; N 2� NO
0
3) N.18 3413 W., A DISTANCE OF 47.79 FEET; cs � Qz,
4 24.90 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 98.50 FEET AND A CENTRAL ANGLE OF d .,
F
14 28 53 ,CHORD BEARS N.11'19 47 W., A DISTANCE OF 24.83 FEET TO A POINT OF REVERSE CURVE
5) 19.93 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 101.50 FEET AND A CENTRAL ANGLE OF 11'15'03",
CHORD BEARS N.09 42 52 W., A DISTANCE OF 19.90 FEET TO A POINT OF REVERSE CURVE 6 B
6) 32.93 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 248.50 FEET AND A CENTRAL ANGLE OF 07"35'31",
CHORD BEARS N.11'32'38"W., A DISTANCE OF 32.90 FEET TO A POINT OF REVERSE CURVE . �FB
7) 18.34 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 101.50 FEET AND A CENTRAL ANGLE OF 10 2105 , FAR
CHORD BEARS'N.12'55'25"W., A DISTANCE OF 18.31 FEET TO A POINT OF REVERSE CURVE .
8) 59.60 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 103.79 FEET AND A CENTRAL ANGLE OF 32 5412 , FNT
�+ F
R
CHORD BEARS N.01'38'52"W., A DISTANCE OF 58.79'FEET 70 A POINT OF REVERSE CURVE
9) 30.76 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 51.50 FEET AND A CENTRAL ANGLE OF 34-13-16", T g.
CHORD BEARS N.02'18'24"W., A DISTANCE OF 30.30 FEET; TO A POINT OF REVERSE CURVE
HT HAVING A RADIUS F 7 4 FEET AND A CENTRAL ANGLE F 28-14-53" 10) 67.75 FEET ALONG THE ARC OF A CURVE TO THE RIG G D US O 13 1 G O ,
CHORD BEAR N.05 17 35 W., A DISTANCE OF 67.06 FEET TO A POINT OF COMPOUND CURVE
11) 118.92 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 289.80 FEET AND A CENTRAL ANGLE OF 23-30-38",
CHORD BEARS N.20'35'10"E., A DISTANCE OF 118.08 FEET TO A POINT OF COMPOUND CURVE
12) 70.36 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 134.48 FEET AND A CENTRAL ANGLE OF 29'S8`'
CHORD BEARS N.47'19'44" E., A DISTANCE OF 69.56 FEET TO A POINT OF REVERSE CURVE
13) 63.64 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 66.50 FEET AND A CENTRAL ANGLE OF 54-49-49",
CHORD BEARS N.34'54'04"E., A DISTANCE OF 61.24 FEET TO A POINT OF REVERSE CURVE
14) 40.26 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 674.63 FEET AND A CENTRAL ANGLE OF 03'25'10",
CHORD BEARS N.09'11'44"E., A DISTANCE OF 40.26 FEET
15) 11.27 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 101.51 FEET AND A CENTRAL ANGLE OF
06-21-48", CHORD BEARS N.07'43'25"E., A DISTANCE OF 11.27 FEET CERTIFICATE OF OWNERSHIP AND DEDICATION
16) 189.31 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 6,255.99 FEET AND A CENTRAL ANGLE
OF 01'44'02", CHORD BEARS N.05'26'36"E., A DISTANCE OF 189.30 FEET
17) N.04'06'50"E., A DISTANCE OF 127.66 FEET
18) 6.19 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 802.64 FEET AND A CENTRAL ANGLE OF 00'26'32",
CHORD BEARS N.0420'06"E., A DISTANCE OF 6.19 FEET TO A POINT OF COMPOUND CURVE
19) 36.37 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 4,434.87 FEET AND A CENTRAL ANGLE OF 00-28-12",
CHORD BEARS N.04'47'28"E., A DISTANCE OF 36.37 FEET TO A POINT OF REVERSE CURVE
20) 26.29 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 64.00 FEET AND A CENTRAL ANGLE OF 23-32-13",
CHORD BEARS N.06'44'33"W., A DISTANCE OF 26.11 FEET TO A POINT OF REVERSE CURVE
21) 79.30 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 214.00 FEET AND A CENTRAL ANGLE OF 21-13-57",
CHORD BEARS N.07'53'41"W., A DISTANCE OF 78.85 FEET TO A POINT OF REVERSE CURVE
22) 23.20 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 62.00 FEET AND A CENTRAL ANGLE OF 21-26-33",
CHORD BEARS N.07'59'59"W., A DISTANCE OF 23.07 FEET TO A POINT OF COMPOUND CURVE
23) 54.03 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 359.91 FEET AND A CENTRAL ANGLE OF 08'36'04",
CHORD BEARS N.23"01'18"W. A DISTANCE OF 53.98 FEET TO A POINT OF REVERSE CURVE
24) 41.84 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 201.25 FEET AND A CENTRAL ANGLE OF 11'54'40",
CHORD BEARS N.21'22'00"W., A DISTANCE OF 41.76 FEET TO A POINT OF REVERSE CURVE
25) 59.63 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 838.68 FEET AND A CENTRAL ANGLE OF 04-04-26",
CHORD BEARS N.17'26'53"W., A DISTANCE OF 59.62 FEET
26) N.19'29'06"W., A DISTANCE OF 47.61 FEET
27) 73.38 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2,068.11 FEET AND A CENTRAL ANGLE OF 02'01'58",
CHORD BEARS N.18'28'07"W., A DISTANCE OF 73.37 FEET TOA POINT OF REVERSE CURVE
28) 59.87 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2,070.75 FEET AND A CENTRAL ANGLE OF 01'39'24",
CHORD BEARS N.18°16'50"W., A DISTANCE OF 59.87 FEET TO A POINT OF REVERSE CURVE
29) 23.16 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 65.01 FEET AND A CENTRAL ANGLE OF 20'24'33",
CHORD BEARS N.08'54'15"W., A DISTANCE OF 23.03 FEET TO A POINT OF REVERSE CURVE
30) 68.19 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 144.32 FEET AND A CENTRAL ANGLE OF 27'04'16",
CHORD BEARS N.12'14'07"W., A DISTANCE OF 67.56 FEET TO A POINT OF REVERSE CURVE
.7 HE ARC OF A CURVE T THE HT HAVING A RADIUS OF 212.71 FEET AND A CENTRAL ANGLE OF 16 37 20 31) 61 1 FEET ALONG T U O E RIG ,
CHORD BEARS N.17'27'35"W., A DISTANCE OF 61.49 FEET TO A POINT OF COMPOUND CURVE
32) 61.99 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 380.86 FEET AND A CENTRAL ANGLE OF 09'19'33",
CHORD BEARS N.04'29'09"W., A DISTANCE OF 61.92 FEET TO A POINT OF REVERSE CURVE
F'DF
_Q
F
cAl2 ST9i9N
F,qS
FMFNT
-x
KNOW ALL MEN BY THESE PRESENTS:
THAT THE CITY OF ASPEN, BEING THE OWNER IN FEE SIMPLE OF THE FOLLOWING DESCRIBED REAL PROPERTY SITUATED IN THE
CITY OF ASPEN, PITKIN COUNTY, COLORADO, TO WIT:
LOT 1A, FINAL PLAT OF LOT 1A BURLINGAME RANCH SUBDIVISION, ACCORDING TO THE PLAT RECORDED OCTOBER 10, 2005 IN
PLAT BOOK 75 AT PAGE 46 UNDER RECEPTION NO.515997
AND
LOT 1, FINAL SUBDIVISION PLAT OF PARCEL 2, PARK TRUST EXEMPTION, ACCORDING TO THE PLAT RECORDED OCTOBER 10,
2005 IN PLAT BOOK 75 AT PAGE 41 UNDER RECEPTION NO.515995
1. OWNER DOES HEREBY GRANT TO THE CITY OF ASPEN FOR THE USE AND BENEFIT OF THE PUBLIC A NON-EXCLUSIVE
EASEMENT FOR PEDESTRIAN SIDEWALK AND TRAIL USE OF THE "PEDESTRIAN EASEMENT" DEPICTED AND DESCRIBED
HEREON, SAID EASEMENT TO REFLECT AS -BUILT TRAILISIDEWALK LOCATIONS.
2. DOES HEREBY GRANT TO THE CITY OF ASPEN AND THE BURLINGAME RANCH 11 CONDOMINIUM ASSOCIATION, INC. FOR
THEIR USE AND BENEFIT A NON-EXCLUSIVE EASEMENT FOR INSTALLING, IMPROVING, USING, MAINTAINING, REPAIRING
AND REPLACING ANY FACILITIES OF ANY KIND OR NATURE FOR THE COLLECTION AND TRANSMISSION OF STORM WATER ON
THE "STORM OUTFALL EASEMENT" DEPICTED AND DESCRIBED HEREON.
3. DOES HEREBY GRANT TO THE CITY OF ASPEN, HOLY CROSS ENERGY AND TO IT'S SUCCESSORS AND ASSIGNS, A RIGHT OF
INGRESS AND EGRESS AND TO CONSTRUCT, RECONSTRUCT, REPAIR, CHANGE, ENLARGE, RE -PHASE, OPERATE, AND
MAINTAIN AN UNDERGROUND ELECTRIC TRANSMISSION OR DISTRIBUTION LINE, OR BOTH, WITH THE UNDERGROUND
VAULTS, CONDUIT, FIXTURES AND EQUIPMENT USED OR USEABLE IN CONNECTION HEREWITH ON THE "JOINT HOLY CROSS
ELECTRIC AND UTILITY EASEMENT" SHOWN AND DEPICTED HEREON.
4. DOES HEREBY GRANT TO THE BURLINGAME RANCH 11 CONDOMINIUM ASSOCIATION, INC. FOR THEIR USE AND BENEFIT A
NON-EXCLUSIVE EASEMENT FOR GRADING AND SLOPE MAINTAINANCE ON THE "SLOPE MAINTENANCE AND GRADING
EASEMENT" DEPICTED AND DESCRIBED HEREON.
5. DOES HEREBY GRANT TO ASPEN VALLEY LAND TRUST A CONSERVATION EASEMENT IN GROSS, AS DETAILED ON SHEET 2 OF
3 HEREOF; SAID EASEMENT GRANT, WITH THE ASSOCIATED DESCRIPTION, IS TO FULLFILL THE REQUIREMENT OUTLINED IN
THE CORRECTION DEED OF CONSERVATION EASEMENT IN GROSS RECORDED AS RECEPTION NUMBER 558008 OF THE PITKIN
COUNTY RECEORDS.
33) 23.55 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 52.00 FEET AND A CENTRAL ANGLE OF 25'57'06",
CHORD BEARS N.12a47'56"W., A DISTANCE OF 23.35 FEET TO A POINT OF REVERSE CURVE
34) 17.68 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 76.00 FEET AND A CENTRAL ANGLE OF 13'19'31",
EXECUTED THIS DAY OF 2013
CHORD BEARS N.19'06'43"W., A DISTANCE OF 17.64 FEET TO A POINT OF REVERSE CURVE
35) 25.61 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 91.00 FEET AND A CENTRAL ANGLE OF 16'07'20",
OWNER: CITY OF ASPEN
CHORD BEARS N.20'30'38"W., A DISTANCE OF 25.52 FEET TO A POINT OF REVERSE CURVE
36) 43.23 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 43.00 FEET AND ACENTRAL ANGLE OF 57'35'59",
CHORD BEARS N.00'13'41"E., A DISTANCE OF 41.43 FEET TO A POINT OF COMPOUND CURVE
37) 52.59 FEET ALONG THE ARC OF A'CURVE TO THE RIGHT HAVING A RADIUS OF 914.50 FEET AND A CENTRAL ANGLE OF 03-17-41",
MICHAEL C. IRELAND, MAYOR DATE
CHORD BEARS N.30'40'31"E., A DISTANCE OF 52.58 FEET TO A POINT OF REVERSE CURVE
38) 25.26 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 46.29 FEET AND A CENTRAL ANGLE OF 31'16'11",
CHORD BEARS N.16'41'16"E., A DISTANCE OF 24.95 FEET
39) 74.67 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 82.52 FEET AND A CENTRAL ANGLE OF
ATTEST:
KATHRYN S. KOCH, CITY CLERK
51'50'34", CHORD BEARS N.26'18'27"E., A DISTANCE OF 72.15 FEET
40) 44.07 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 26.00 FEET AND A CENTRAL ANGLE OF
97-07-37", CHORD BEARS N.04'01'41"E., A DISTANCE OF 38.98 FEET TO A POINT OF REVERSE CURVE
STATE OF COLORADO )
41) 2.56 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 134.50 FEET AND A CENTRAL ANGLE OF 01-05-33",
) SS
CHORD BEARS N.43'59'21"W., A DISTANCE OF 2.56 FEET
COUNTY OF PITKIN )
42) 19.70 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 134.50 FEET AND A CENTRAL ANGLE OF
08'23'26", CHORD BEARS S.47'38'18"E., A DISTANCE OF 19.68 FEET TO A POINT OF REVERSE CURVE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2013 BY
43) 5.21 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 23.50 FEET AND A CENTRAL ANGLE OF 12'42'20",
MICHAEL C. IRELAND AS MAYOR, CITY OF ASPEN.
CHORD BEARS S.45'28'50"E., A DISTANCE OF 5.20 FEET TO A POINT OF COMPOUND CURVE
44) 11.48 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 112.84 FEET AND A CENTRAL ANGLE OF 05'49'52",
WITNESS MY HAND AND OFFICIAL SEAL:
CHORD BEARS S.36'12'44"E., A DISTANCE OF 11.48 FEET TO THE POINT OF TERMINUS, WHENCE SAID NORTHWEST CORNER OF SAID
SECTION 2 BEARS N.48'22'02"W., A DISTANCE OF 806.67 FEET.
MY COMMISSION EXPIRES:
THE EXTENTS OF SAID EASEMENT PERIMETER LINES TO BE EXTENDED OR TRIMMED TO THE BOUNDARY LINES AT WHICH SAID EASEMENT
BEGINS AND TERMINATES.
NOTARY PUBLIC
MY ADDRESS IS:
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 MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
TRACT B
BURLINGAME RANCH AFFORDABLE
HOUSING SUBDIVISION
FILING No.1
PLAT BOOK 78 AT PAGE 43
60
GRAPHIC SCALE
0 30 60 120
( IN FEET)
1 inch = 60 ft.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
LINE TABLE
LINE
BARING
LENGTH
LP1
N34'21'45"W
32.05'
LP2
N18'34'13"W
47.79'
LP3
N04'06'50"E
127.66'
04
N19'29'06"W
47.6V
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CP1
38.17'
138.48'
19.21'
15'47'32"
N 26'27'59" W
38.05'
CP2
24.90'
98.50,
12.51'
14'28'53"
N 11'19'47" W
24.83'
CP3
19.93'
101.50,
10.00,
11'15'03"
N 09'42'52" W
19.90,
CP4
32.93'
248.50'
16.49'
7'35'31"
N 11'32'38" W
32.90'
CP5
18.34'
101.50,
9.19,
10'21'05"
N 12'55'25" W
18.31'
CP6
59.60'
103.79'
30.65'
32'54'12"
N 01'38'52" W
58.79'
CP7
30.76'
51.50,
15.85'
34'13'16"
N 02'18'24" W
30.30'
CP8
67.75'
137.41'
34.58'
28'14'53"
N05'17'35" W
67.06'
CP9
118.92'
289.80'
60.31'
23'30'38"
N 20'35'10" E
118.08'
CP10
70.36'
134.48'
36.00'
29'58'29"
N 47'19'44" E
69.56'
CPll
63.64'
66.50'
34.49'
544949"
N 34'54'04" E
61.24'
CP12
40.26'
674.63'
20.14'
3'25'10"
N 09'11'44" E
40.26'
CP13
11.27'
101.51,
5.64'
6'21'48"
N 07'43'25" E
11.27'
CP14
189.31'
6255.99'
94.66'
1'44'02"
N 05'26'36" E
189.30'
CP15
6.19'
802.64'
3.10'
0'26'32"
N 04'20'06" E
6.19'
CP16
36.37'
4434.87'
18.19'
0'28'12"
N 04'47'28" E
36.37'
CP17
26.29'
64.00'
13.33'
23'32'13"
N 06'44'33" W
26.11'
CP18
79.30'
214.00'
40.11'
21'13'57"
N07'53'41" W
78.85'
CP19
23.20'
62.00'
11.74'
21'26'33"
N 07'59'59" W
23.07'
CP20
54.03'
359.91'
27.07'
8'3619"
N 23'01'18" W
53.98'
CP21
41.84'
201.25'
20.99'
11'54'40"
N 21'22'00" W
41.76'
CP22
59.63'
838.68'
29.83'
4"04'26"
N 17'26'53" W
59.62'
CP23
73.38'
2068.11'
36.69'
2'01'58"
N 18'28'07" W
73.37'
CP24
59.87'
2070.75'
29.94'
1'39'24"
N 18*16*50" W
59.87'
CP25
23.16'
65.01'
11.70'
20'24'33"
N 08'54'15" W
23.03'
CP26
68.19'
144.32'
34.74'
27'04'16"
N 12'14'07" W
67.56'
CP27
61.71'
212.71'
31.07'
16'37'20"
N 17'27'35" W
61.49'
CP28
61.99'
380.86'
31.06'
9'19'33"
N 04'29'09" W
61.92'
CP29
23.55'
52.00'
11.98,
25'57'06"
N 12'47'56" W
23.35'
CP30
17.68'
76.00'
8.88'
13'19'31"
N 19'06'43" W
17.64'
CP31
25.61'
91.00,
12.89'
16'07'20"
N 20'30'38" W
25.52'
CP32
43.23'
43.00'
23.64'
57'35'59"
N 00'13'41" E
41.43'
CP33
52.59'
914.50'
26.30'
3'17'41"
N 30'40'31" E
52.58'
CP34
25.26'
46.29'
12.96'
31'16'11"
N 16'41'16" E
24.95'
CP35
74.67'
82.52'
40.11'
51'50'34"
N 26'18'27" E
72.15'
CP36
44.07'
26.00'
29.45'
97'07'37"
N 0401'41" E
38.98'
CP37
2.56'
134.50'
1.28'
1'05'33"
N 43*59*21" W
2.56'
CP38
19.70'
134.50'
9.87'
8'23'26"
S 47-38-18" E
19.68'
CP39
5.21'
23.50'
2.62'
12'42'20"
S 45'28'50" E
5.20'
CP40
11.48'
112.84'
5.75'
5°49'52"
S 36*12'44" E
11.48'
SURVEY NOTES
1 DATE OF FIELDWORK: APRIL - MAY 2003 MARCH 2O05 MAY JULY - AUGUST OCTOBER - DECEMBER 2008 APRIL - MAY 2009 SEPT€MBER 2010
AND APRIL 2012
2) DATE OF PREPARATION: OCTOBER 2010, FEBRUARY - AUGUST 2012, MARCH - APRIL 2013.
3) BASIS OF OF BEARING: A BEARING OF N 38'05'44" W BETWEEN THE FOUND NGS STATIONS S-159 AND Q-159 PER THE 1998 CITY OF
ASPEN/DREXEL BARRELL CONTROL SURVEY WHICH ESTABLISHED A PROJECT BEARING BASE OF N 0441'16" E BETWEEN THE W 1/4 CORNER OF
SECTION 2, A FOUND 1954 BLM BRASS CAP AND THE NW CORNER OF SECTION 2, A FOUND 1973 BRASS CAP IN CONCRETE L.S. #9184.
4) BASIS OF SURVEY: THE FOLLOWING PLATS RECORDED AT THE PITKIN COUNTY RECORDS: THE BURLINGAME RANCH ANNEXATION MAP TO THE
CITY OF ASPEN COLORADO RECORDED JULY 16 1999 AS RECEPTION NO.433498 THE FINAL PLAT OF BURLINGAME RANCH SUBDIVISION AND
BURLINGAME SEASONAL HOUSING SUBDIVISION/P.U.D. RECORDED AUGUST 9,1999 AS RECEPTION NO.434202, THE 3RD AMENDED PLAT OF
LOT 1, BURLINGAME RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION NO.515996, THE FINAL SUBDIVISION PLAT OF LOT 1A BURLINGAME
RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION NO.515997, BURLINGAME RANCH AFFORDABLE HOUSING FILING NO.1 FINAL SUBDIVISION
PLAT RECORDED OCTOBER 10, 2005 AS RECEPTION NO. 515998, BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1 FINAL SUBDIVISION
PLAT -1ST AMENDED RECORDED APRIL 11, 2006 AS RECEPTION NO. 522859, THE CONDOMINIUM MAP OF BURLINGAME RANCH 1
CONDOMINIUM RECORDED NOVEMBER 13, 2006 AS RECEPTION NO. 530970, THE FIST SUPPLEMENT TO CONDOMINIUM MAP OF BURLINGAME
RANCH 1 CONDOMINIUM RECORDED JANUARY 9, 2007 AS RECEPTION NO.533147, THE SECOND SUPPLEMENT TO CONDOMINIUM MAP OF
BURLINGAME RANCH 1 CONDOMINIUM RECORDED JUNE 21 2008 AS RECEPTION NO.539360 THE THIRD SUPPLEMENT TO CONDOMINIUM MAP
OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED JUNE 26, 2007 AS RECEPTION NO.539361, THE FOURTH SUPPLEMENT TO CONDOMINIUM
MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED NOVEMBER 7, 2007 AS RECEPTION NO.543904, THE FIFTH SUPPLEMENT TO
CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED NOVEMBER 7, 2007 AS RECEPTION NO.543906, THE FINAL
PLAT OF PARCEL 2 PARK TRUST EXEMPTION RECORDED OCTOBER 5 2005 AS RECEPTION N . 515995 THE FINAL PLAT F RED
SUBDIVISIONOCTO O
BUTTE RANCH SUBDIVISION P.U.D. RECORDED OCTOBER 28 2 A RECEPTION NO. '4 0021 FIRST AMENDED FINAL PLAT OF BUTTE
� U E / AS E 000 S5 S U
RANCH SUBDIVISION/PUD AS RECORDED JANUARY 21, 2005 AS RECEPTION NO.506248, THE FINAL PLAT OF STAGE ROAD PLANNED UNIT
DEVELOPMENT/SUBDIVISION AS RECORDED OCTOBER 7, 2005 AS RECEPTION NO.515869, THE FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE
` ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISON AS RECORDED OCTOBER 15, 2009 AS RECEPTION NO.563657, HE FINAL PLAT OF
BU IGA E RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT RECORDED
�• q- D.2 2013 AS RECEPTION NO. �� THE BURLINGAME RANCH CIVIL ENGINEERING SET ISSUED FOR 100%
IMPLEMENTATION DOCUMENTS DATED FEBRUARY 15, 2013, VARIOUS DOCUMENTS OF RECORD AND THE FOUND SURVEY MONUMENTS, AS
` SHOWN HEREON.
5) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF
COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
LOT 1
PARCEL 2, PARK TRUST `
EXEMPTION MAP
CITY OF ASPEN
RECEPTION No. 515995 `
ig CP20 �
CP21 '�..., _ �
CP22 N18'22'OS" �
LP4 - W 484.43'
� NW CORNER SEC 2 FOUND 1973 BRASS
CP23 __ CAP IN CONC LS #9184
P24'
THOSE PORTIONS�
DEDICATED OF PEDEST
BY THE FINAL RIAN EASMENT
AFFORDABLE HOUSING NAL PLAT OF BURLINGA I N TRACT B CP27
FILING No ME RANCH \
PLgT_SECOND ' 1 FINAL SUBDIVISION \
AMENDMENT AND Mos C�19„
RECEPTION NO• RECORDED AS CP
Isy96 �
CP29 P30 __ Cp32 \ 3 4
CP31 _
CENTERLINE 4' 2 / `35
SURVEYOR'S CERTIFICATE` WIDE PEDESTRIAN /
240 2 C•O.� EASEMENT /
1, MARK S. BECKLER, DO HERE i, SURVEY WAS PREPARED BY SOPRIS ENGINERRIG, LLC FOR 6..� e
THE CITY OF ASPEN AND T � . PUIEEC N CT TO THE BEST OF MY BELIEF AND KNOWLEDGE.
o
F c
Cs 8
DATED
€t643 '� `T� � Off'/�
MARK S. B CKLER, P.L.S 643jl
CP37
CLERK AND RECORDER'S ACCEPTANCE
THIS GRANT OF EASMENTS SURVEY OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND "=
AMENDMENT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO AT POINT OF TERMINUS P39
O'CLOCK M., THIS DAY OF 2013, IN PLAT BOOK AT PAGE RECEPTION NO. CP40
�1� Sp
PITKIN COUNTY CLERK AND RECORDER
wrAV OF
3 GRANT OF EASEMENTS SURVEY OF:
BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT SECOND AMENDMENT,_
�\ \ W 1/4 CORNER SEC 2
�FOUND 1954BLMBRASS CAP LOT 1A, FINAL SUBDIVISION PLAT LOT 1A, BURLINGAME RANCH, LOT 1 PARCEL 2, PARK TRUST EXEMPTION MAP
A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
cb �• �
?'�� POINT OF BEGINNING, SOUTH AREA CITY OF ASPEN, COUNTY OF PITKIN, STATE OF CO LO RA D O
' SHEET OF 3
DEFINITION OF AVLT CONSERVATION EASEMENT IN GROSS
/ �% - \ 6` \ �` 150 FOOT WIDE STRIP OR TO THE TOE
\ LA7 \ OF THE SLOPE (WHICHEVER IS WIDER)
O- - ---- - -per
318 38' ` ` \ OF THE BURLINGAME RANCH WHICH
S22'29' ' L9 60' WIDE PUBLIC ACCESS EASEMENT �\ \.
54 E 398.18 "
\ ADJOINS HIGHWAY82
� HARMONY ROAD � , > > A � � � 1 ' �A � �.�
\ STAGE ROAD PUBLICE
,E 1,,E�,
BURLINGAME RANCH AFFORDABL l \
HOUSING SUBDIVISION V �.�� ���� �� ��� ��\ \'\ t \�� \ �V����', �� HATCH INDICATES
` �i 1 v',' � v ��, E ',�E E, V���\\ \�.` v' \ �� �,\ CONSERVATION EASEMENT AREA
FIRST AMENDMENT .C97 AREA NOT INCLUDED IN AVLT �� A \ �, t\1� \
REC. NO. 522859 ``' CONSERVATION EASEMENT IN�\��
GROSS
E�
u� LOT 1A
Q, FINAL SUBDIVISION PLAT
E \ ,�
is LOT 1A, BURLINGAME RANCH ` � OVERVIEW � � \� � GRAPHIC SCALE CITY OF ASPEN
a 1� REC#515997 "=` ,� `\ V\,
60 0 30 60 120 240 SCALE 1400' \ \ \ \}`
( IN FEET) �
�.� F BURLINGAME RANCH AFORDABLE
1 inch = 60 ft. s \, 1
HOUSING FILING NO. 1 FINAL
16" SUBDIVISION PLAT - SECOND
`•��s �?63S66,e AMENDMENT
S
OP
\ ` NORTH AREA AS DESCRIBED
\ ` THIS SHEET
�VV�
DESCRIPTION OF CONSERVATION EASEMENT IN GROSS AREA INCLUDED IN AVLT
\ CONSERVATION EASEMENT IN GROSS.
LOT 1A, FINAL PLAT OF LOT 1A BURLINGAME RANCH SUBDIVISION, ACCORDING TO Sp4o DEFINED BY THIS INSTRUMENT
THE PLAT RECORDED OCTOBER 10, 2005 IN PLAT BOOK 75 AT PAGE 46 UNDER
RECEPTION NO.515997 9 �1i
[4] SOUTH AREA
AND 4,jsO � \ � \ `
S SOUTH AREA
A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST
LOT 1, FINAL SUBDIVISION PLAT OF PARCEL 2, PARK TRUST EXEMPTION, ACCORDING
OF THE 6TH PRINCIPAL MERIDIAN; SAID PARCEL OF LAND ALSO BEING A PORTION
TO THE PLAT RECORDED OCTOBER 10, 2005 IN PLAT BOOK 75 AT PAGE 41 UNDER
OF LOT 1A, BURLINGAME RANCH SUBDIVISION ACCORDING TO THE FINAL
RECEPTION NO. 515995
SUBDIVISION PLAT OF LOT 1A, BURLINGAME RANCH RECORDED OCTOBER 10, 2005
AS RECEPTION NO.515997 AND A PORTION OF LOT 1, PARCEL 2, PARK TRUST
AND EXCEPTING THEREFROM THE FOLLOWING FOUR (4) PARCELS:
EXEMPTION, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 10, 2005 AS
RECEPTION NO. 515995, BOTH OF THE PITKIN COUNTY RECORDS; SAID PARCEL
[1] THOSE PORTIONS OF SAID LOT 1A, FINAL PLAT OF LOT 1A BURLINGAME RANCH
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
SUBDIVISION LYING EASTERLY OF THE WESTERLY LINE OF A 60 FOOT PUBLIC ACCESS
EASEMENT (HARMONY ROAD) INCLUDING THE AREA IDENTIFIED AS STAGE ROAD
BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1A
(PUBLIC) ON SAID PLAT;
AND BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, ACCORDING TO
THE FIRST AMENDMENT THEREOF RECORDED APRIL 11, 2005 AS RECEPTION NO.
[2] THAT PROPERTY DESCRIBED AS "A 150 FOOT WIDE STRIP OR TO THE TOE OF THE
522859, WHENCE THE WEST QUARTER CORNER OF SAID SECTION 2 BEARS
SLOPE (WHICHEVER IS WIDER) OF THE BURLINGAME RANCH WHICH ADJOINS
N.85'58'55"E., A DISTANCE OF 886.20 FEET (WITH ALL BEARINGS HEREIN BEING
HIGHWAY 82." IN THE CORRECTION DEED OF CONSERVATION EASEMENT IN GROSS
RELATIVE TO A BEARING OF N.04'41'16"E. FROM SAID WEST QUARTER CORNER OF
DOCUMENT RECORDED APRIL 14, 2009 AS RECEPTION NO.558008 OF THE PITKIN
SAID SECTION 2 TO THE NORTHWEST CORNER OF SAID SECTION 2; THENCE THE
COUNTY RECORDS;
FOLLOWING FIFTY-ONE (51) COURSES:
1) N.47'19'02"W., 58.30 FEET; 30) N.24'19'20"E., 56.94 FEET;
[3] NORTH AREA
2) N.63'31'43"W., 37.01 FEET; 31) N.33'50'33"E., 28.09 FEET;
3) N.32'57'04"W., 28.62 FEET; 32) N.07'43'35"E., 33.79 FEET;
A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST
4) N.03'49'29"W., 57.21 FEET; 33) N.31'57'52"E., 49.10 FEET;
OF THE 6TH PRINCIPAL MERIDIAN; SAID PARCEL OF LAND ALSO BEING A PORTION
5) N.44'01'29"W., 34.45 FEET; 34) N.25'20'39"E., 32.71 FEET;
OF LOT 1, PARCEL 2, PARK TRUST EXEMPTION, ACCORDING TO THE PLAT THEREOF
6) N.01'29'44"E., 65.10 FEET, 35) N.09'42'31"E., 31.73 FEET;
RECORDED OCTOBER 10, 2005 AS RECEPTION NO. 515995 AND A PORTION OF LOT
7) N.24'26'33"W., 45.02 FEET, 36) N.01'33'12"W., 31.29 FEET;
1A, BURLINGAME RANCH SUBDIVISION ACCORDING TO THE FINAL SUBDIVISION
8) N.07'24'27"W., 65.00 FEET; 37) N.74'35'21"E., 25.89 FEET;
PLAT OF LOT 1A, BURLINGAME RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION
9) N.02'52'59"W., 92.03 FEET; 38) S.41'18'02"E., 36;96 FEET;
NO.515997, BOTH OF THE PITKIN COUNTY RECORDS; SAID PARCEL OF LAND BEING
10) N.01'05'50"W., 93.91 FEET; 39) S.83'42'01"E., 23.34 FEET;
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
11) N.13'29'14"E., 46.27 FEET; 40) S.53'14'06"E., 81.31 FEET;
12) N.18'30'47„E., 51.25 FEET; 41) S.59p53-26"E., 49.11 FEET,
BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1,
13) N.38'33'07 E., 44.21 FEET; 42) S.77 52 34 E., 37.47 FEET;
PARCEL 2, PARK TRUST AND BURLINGAME RANCH AFFORDABLE HOUSING
14) N.52'09'50"E., 40.44 FEET, 43) S.50'41'06"E., 106.44 FEET;
SUBDIVISION, ACCORDING TO THE FIRST AMENDMENT THEREOF RECORDED APRIL
15) N.37'29'25"E., 51.00 FEET; 44) S.45'16'36"E., 36.67 FEET;
11, 2005 AS RECEPTION NO. 522859, WHENCE THE NORTHWEST CORNER OF SAID
16) N.16'25'17"E., 55.15 FEET; 45) S.69'35'40"E., 28.31 FEET;
SECTION 2 BEARS N39'25'07"W., A DISTANCE OF 839.17 FEET (WITH ALL BEARINGS
17) N.05'18'35"E., 211.74 FEET; 46) S.43'43'05"E., 34.90 FEET;
HEREIN BEING RELATIVE TO A BEARING OF N.04'41'16"E. FROM THE WEST
QUARTER CORNER OF SAID SECTION 2 TO SAID NORTHWEST CORNER OF SAID
18) N.03'58'53"E.,159.10 FEET; 47) S.52'26'43"E., 33.03 FEET,
SECTION 2); THENCE THE FOLLOWING SIXTEEN (16) COURSES:
19) N.10'02'39"W., 66.42 FEET; 48) S.58'08'19"E., 43.53 FEET,
20) N.12'15'27"W., 79.46 FEET; 49) S.28'48'00"E., 65.76 FEET;
1) S.22'56'10"E., 53.92 FEET;
21) N.24'17'49"W., 51.02 FEET; 50) S.21'31'35"E., 40A2 FEET;
2) S.05'41'50"E., 37.97 FEET,
22) N.17'46'51"W., 242.75 FEET; 51) S.19'02'18"E., 73.28 FEET TO A
3) S.08'48'42"W., 23.50 FEET;
23) N.10'51'59"W., 77.99 FEET; POINT ON THE COMMON
4) S.48'06'39"E., 22.86 FEET;
24) N.35'19'21"W.,15.54 FEET; BOUNDARY LINE BETWEEN SAID
5) S37'29'24"E., 23.09 FEET;
25) N.15'59'07"W., 94.06 FEET; LOT 1, PARCEL 2, PARK TRUST
6) N.88'20'52"E., 23.60 FEET;
26) N.03'58'21"E., 55.94 FEET; EXEMPTION AND SAID
7) S.82'59'34"E., 14.47 FEET,
27) N.24'08'39"W., 36.05 FEET; BURLINGAME RANCH
8) S.24'16'44"E., 46.42 FEET,
28) N.18'20'17"W., 25.19 FEET; AFFORDABLE HOUSING
9) S.35'06'34"E., 43.42 FEET,
29) N.00'24'43"E., 27.35 FEET; SUBDIVISION;
10) S.20'13'20"E., 50.36 FEET TO A POINT ON THE COMMON BOUNDARY LINE
BETWEEN SAID LOT 1, PARCEL 2, PARK TRUST EXEMPTION AND CONSERVATION
PARCEL C, RED BUTTE RANCH SUBDIVISION RECORDED JANUARY 21, 2005 AS
THENCE ALONG SAID COMMON BOUNDARY LINE THE FOLLOWING THE FOLLOWING
RECEPTION No. 506248 OF THE PITKIN COUNTY RECORDS,
NINE (9) COURSES:
THENCE ALONG SAID COMMON BOUNDARY LINE S.04'08'52"W., A DISTANCE OF
1) 179.45 FEET along the arc of a non -tangent curve to the left having a radius of
19.89 FEET TO A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID
1000.00 FEET and a central angle of 10'16'54", chord bears N.27'38'40"W.,
CONSERVATION PARCEL C AND BURLINGAME RANCH AFFORDABLE HOUSING
179.21 FEET,
SUBDIVISION, ACCORDING TO THE SAID FIRST AMENDMENT THEREOF; THENCE
2) N.59'34'09"W., 69.27 FEET,
ALONG SAID COMMON BOUNDARY LINE BETWEEN SAID LOT 1, PARCEL 2, PARK
3) N.53'48'24"W., 153.22 FEET,
TRUST EXEMPTION AND SAID BURLINGAME RANCH AFFORDABLE HOUSING
4) N.59'53'26"W., 214.48 FEET;
SUBDIVISION THE FOLLOWING SEVEN (7) COURSES:
5) S.38'35'29"W.,111.10 FEET,
6) S.26'27'02"W.,124.14 FEET;
1) N.27'41'19"W.,17.40 FEET;
7) S.05'07'19"E.,164.96 FEET,
2) N.20'30'32"W., 50.20 FEET;
8) S.18'12'05"E., 484.43 FEET;
3) N.35'09'29"W., 43.07 FEET;
9) S.08'51'05"E.,19.04 FEET;
4) N.25'20'41"W., 42.24 FEET;
5) 76.24 FEET along the arc of a non -tangent curve to the right having a radius of
THENCE ALONG THE COMMON BOUNDARY BETWEEN SAID LOT 3A, LOT 1A
40.00 FEET and a central angle of 109'11'58", chord bears N.65'07'45"W.,
BURLINGAME RANCH SUBDIVISION AND SAID BURLINGAME RANCH AFFORDABLE
65.21 FEET,
HOUSING SUBDIVISION THE FOLLOWING FIVE (5) COURSES:
6) N.10'32'00"W., 45.00 FEET;
7) N.05'31'10"E., 32.00 FEET;
1) S.08'51'05"E.,119.46 FEET;
8) N.21'18'17"W., 44.53 FEET;
2) S.04'46'29"W., 416.05 FEET,
9) N.07'11'09"W., 9.52 FEET to the POINT OF BEGINNING.
3) S.34'25'37"W., 204.32 FEET,
4) S.00'13'53"W., 231.68 FEET;
CONTAINING 3.299 SQUARE FEET OR 0.076 ACRES MORE OR LESS.
5) S.22'29'54"E. 318.38 FEET TO THE POINT OF BEGINNING.
LINE TABLE
LINE
BEARING
LENGTH
LA1
N47'19'02"W
58.30'
LA2
N63'31'43"W
37.01'
LA3
N32'57'04"W
28.62'
LA4
NO3'49'29"W
57.21'
LA5
N44'01'29"W
34.45'
LA6
N01'29'44"E
65.10'
LA7
N24'26'33"W
45.02'
LA8
N07'24'27"W
65.00'
LA9
NO2'52'59"W
92.03'
LA10
N01'05'50"W
93.91'
LA11
N13'29'14"E
46.27'
LA12
N18'30'47"E
51.25'
LA13
N38'33'07"E
44.21'
LA14
N52'09'50"E
40.44'
LA15
N37'29'25"E
51.00'
LA16
N16'25'17"E
55.15'
LA17
N05'18'35"E
211.74'
LA18
NO3'58'53"E
159.10'
LA19
N10'02'39"W
66.42'
LA20
N12'15'27"W
79.46'
LA21
N24'17'49"W
51.02'
LA22
N17'46'51"W
242.75'
LA23
N10'51'59"W
77.99'
LA24
N35'19'21"W
15.54'
LA25
N15'59'07"W
94.06'
LA26
NO3° 58 21" E
55.94'
LA27
N24'08'39"W
36.05'
LA28
N18'20'17"W
25.19'
LA29
N00 24 43" E
2735
LA30
N24'19'20"E
56.94'
LA31
N33'50'33"E
28.09'
LA32
N07'43'35"E
33.79'
LA33
N31'57'52"E
49.10'
LA34
N25'20'39"E
32.71'
LA35
N09'42'31"E
31.73'
LA36
N01'33'12"W
31.29'
LA37
N74'35'21"E
25.89'
LA38
S41'18'02"E
36.96'
LA39
S8342'01"E
23.34'
LA40
S53'14'06"E
81.31'
LA41
S59'53'26"E
49.11'
LA42
S77'52'34"E
37.47'
LA43
S50'41'06"E
106.44'
LA44
S45'16'36"E
36.67'
LA45
S69'35'40"E
28.31'
LA46
S43'43'05"E
34.90'
LA47
S52'26'43"E
33.03'
LA49
S58'08'19"E
43.53'
LA49
S28'48'00"E
65.76'
L450
S21'31'35"E
40.42'
LA51
S19'02'18"E
73.28'
LA52
S22'56'10"E
53.92'
LA53
S05'41'50"E
37.97'
LA54
S08'48'42"W
23.50'
LASS
S48'06'39"E
22.86'
LA56
S37'29'24"E
23.09'
LA57
N88'20'52"E
23.60'
LA58
S82'59'34"E
14.47'
LA59
S24'16'44"E
46.42'
LA60
S35'06'34"E
43.42'
LA61
S20'13'20"E
50.36'
63,852SQ. FI.+/- __ PITKIN COUNTY (RAILROAD RIGHT OF WAY)
1.466 AC.
BURLINGAME RANCH AFFORDABLE \ ` LOT 1
HPARCEL 2, PARK TRUST
HOUSING SUBDIVISION ti
\0 � _EXEMPTION MAP �
FIRST AMENDMENT _ .�L41g CITY OF ASPEN
REC. NO. 522859 S 21g 46 - e - RECEPTION No. 515995 ` \
O8 51'p /_420 `
5F13$S0' 19p,, \-- LA21
cA22 `
AREA NOT INCLUDED IN AVLT
CONSERVATION EASEMENT IN
S18'12'05"E 4 43, _ - _� GROSS ` NW CORNER SEC 2 FOUND 1973 BRASS
_ - -/-423 CAP IN CONC LS #9
LINE TABLE
LINE BEARING LENGTH
L1 N07'11'09"W 50.03'
L2 N21'18'17"W 44.53'
L3 N05'31'10"E 32.00'
L4 N10'32'00"W 45.00'
L5 N25'20'41"W 42.24'
L6 N35'09'29"W 43.07'
L7 N20'30'32"W 50.20'
L8 N27'4119" W 17.40'
L9 S4928'29"W 0.15'
L10 S42'16'167W 50.10'
L11 S28'40'37"W 15.38'
L12 S81'25'21"W 58.67'
L13 S24'24'21"W 19.14'
L14 S01'59'21"W 74.55'
L15 S09'43'46"E 69.76'
L16 S20'18'02"E 65.33'
L17 S00'48'03"W 63.49'
L18 S29'18'38"W 44.87'
L19 S47'20'56"E 44.32'
L20 S30'52'02"W 11.45'
L21 S13'14'26"E 34.75'
L22 S78'19'26"W 11.33'
L23a S11'40'34"E 54.00'
L23b S11'40'34"E 50.00'
L24 N78'19'26"E 0.41'
L25 S03'17'27"E 12.57'
L26 S26'0241"W 72.53'
L27 N22'43'41"W 8.06'
CURVE TABLE
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
C1
179.45
1000.00
89.97'
10'16 54"
N 27° 38' 40" W
179.21'
C2
76.24'
40.00'
56.28'
109'11'58"
N 65'07'45" W
65.21'
C2a
1.69'
40.00'
0.85'
2'25'26"
S 11°44'29" E
1.69'
C2b
21.2 9
40. 00
10.91
e "
3 0 30 07
a "
S 2 1216E
8
21.04 '
C2c
53.25
40.00
31.41
76'16 25"
S 81. 35 32" E
49.40'
C3
25.53'
20.00'
14.83'
73'07'47"
N 07'53'16" W
23.83'
C4
125.17'
192.50'
64.89'
37'15'20"
S 10'02'57" W
122.98'
C5
165.13'
214.50'
86.90'
44'06'30"
S 08'48'48" W
161.08'
C6
31.96'
20.00'
20.55'
91'33'52"
S 32'32'30" W
28.67'
C7
23.18'
13.50'
15.64'
98'23'08"
S 52'29'00" E
20.44'
C8
74.75'
146.00'
38.21'
29'20'08"
S 11'22'37" W
73.94'
C9
52.14'
277.50'
26.15'
10'45'53"
N 45'54'28" W
52.06'
C10
1 27.58'
206.69'
1 13.81'
1 7'38'45"
N 47'28'04" W
27.56'
184
LA25 `
SpS o'1g 0- LA27� LA28
1 gg Q \ \ 3 4
35
s
�� f9
a,
u
1�
Jam, b
LG `0 \36
BURLINGAME RANCH AFFORDABLE �� p
HOUSING SUBDIVISION
FIRST AMENDMENT cu
v
REC. NO. 522859
r
Qi
3 W 1/4 CORNER SEC 2
FOUND 1954 BLM BRASS CAP
LAN.
�p0
3S
'0
BURLINGAME RANCH AFFORDABLE
HOUSING SUBDIVISION
FIRST AMENDMENT
REC. NO. 522859
Lg \ �15 - �p3 O fig. BEC:•.° F
SAID PARCEL CONTAINING 63,852 SQUARE FEET OR 1.466 ACRES, MORE OR LESS.
SO P R I S ENGINEERING - LLC SOUTHEAST AREA �~ C4 , /`�'� • ��
CZ
POINT OF BEGINNING �i
Sp ° 3,299 SQ. FT. +f- -- O tA`'��`/S` lam, NORTH AREA '�� cj� •'' °
CIVIL CONSULTANTS 4o8sz 0.076AC.
+/- OLA56 4��5 L2 �- �R,-e
502 MAIN STREET, SUITE A3 w L8 L7 L6 +� ` s 3 - LAS, - tI -bi 4-1
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 19•8 _ _ _ �h FV-
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS CA R BO N DA LE CO LO RADO 81623 LAgy 0 LA60 LA59 9'S2� 40.51 Cl '
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION Lxi5--- _
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN (970) 704-0311 SO P R I S E N G @ SO P R I S E N G . CO M LA50 _� LA49
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. sb 10159 04/03/13 10159/PLAT PH2/10159-Plat-PH2.4WG
3 GRANT OF EASEMENTS SURVEY OF:
2C �BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT
LOT 1A, FINAL SUBDIVISION PLAT LOT 1A, BURLINGAME RANCH, LOT 1 PARCEL 2, PARK TRUST EXEMPTION MAP
h
W 1/4 CORNER SEC 2 � A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
FOUND 1954 BLM BRASS CAP
f CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
LC3
SHEET 3 OF 3
� �
lzq�SLOPE MAINTENANCE & GRADING EASEMENT JOINT HOLY CROSS ELECTRIC &
79.So` �/ `- UTILITY EASEMENT AND STORM OUTFALL EASEMENT
`G_ Lc7\ S22°29'54"E 398.18' 18.38' �Cg JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT SOUTH
3\ �
\
ti -01 � � A JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT SITUATED IN SECTION 2, TOWNSHIP 10
POINT OF BEGINNING, SLOPE MAINTENANCE AND GRADING EASEMENT SOUTH \ SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN; SAID JOINT HOLY CROSS ELECTRIC
�g \ AND UTILITY EASEMENT ALSO BEING A PORTION OF LOT 1, PARCEL 2, PARK TRUST EXEMPTION,
` ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 10, 2005 AS RECEPTION NO. 515995 OF
\ THE PITKIN COUNTY RECORDS; SAID JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT'BEING
SLOPE MAINTENANCE AND GRADING EASEMENT SOUTH SOO°a3s `° \ \ MORE PARTICULARLY DESCRIBED AS FOLLOWS:
SLOPE MAINTENANCE AND GRADIN EASEMENT SITUATED IN SECTION 2 TOWNSHIP 10 SOUTH RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN SAID 3 �23Z ` �10 \ BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1 AND
A 0 EG , 68, BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, ACCORDING TO THE FIRST
SLOPE MAINTENANCE AND GRADING EASEMENT ALSO BEING A PORTION OF LOT 1A, BURLINGAME RANCH SUBDIVISION ACCORDING TO THE FINAL \
� AMENDMENT THEREOF RECORDED APRIL 11 2005 AS RECEPTION NO. 522859, WHENCE THE
SUBDIVISION PLAT OF LOT 1A, BURLINGAME RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION NO.515997 AND A PORTION OF LOT 1, PARCEL 2, PARK „
TRUST EXEMPTION ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 10, 2005 AS RECEPTION NO. 515995, BOTH OF THE PITKIN COUNTY RECORDS; WEST QUARTER CORNER OF SAID SECTION 2 BEARS S37°35 45 W, a distance of 2143.39 FEET
SAID SLOPE MAINTENANCE AND GRADING EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: �C'7� \ (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N.04°41'16"E. FROM SAID WEST
QUARTER CORNER OF SAID SECTION 2 TO THE NORTHWEST CORNER OF SAID SECTION 2); THENCE
BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1A AND, BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, \ LEAVING SAID COMMON BOUNDARY LINE THE FOLLOWING THREE (3) COURSES:
ACCORDING TO THE FIRST AMENDMENT THEREOF RECORDED APRIL 11, 2005 AS RECEPTION NO. 522859, WHENCE THE WEST QUARTER CORNER OF SAID
SECTION 2 BEARS S.85°58'55"W., A DISTANCE OF 886.20 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N.04°41'16"E. FROM SAID BURLINGAME RANCH AFFORDABLE !�, ~ 1) S.22°56'10"E., .92 FEET;
37
WEST QUARTER CORNER OF SAID SECTION 2 TO THE NORTHWEST CORNER OF SAID SECTION 2); THENCE LEAVING SAID COMMON BOUNDARY THE HOUSING SUBDIVISION \z� 2) S.05°41'S0"E., .97 FEET
FOLLOWING FORTY-EIGHT (48) COURSES: FIRST AMENDMENT \ \ 3) S.20°58'58"W.,18.10 FEET TO A POINT ON SAID COMMON BOUNDARY LINE;
REC. NO. 522859
1) N.47°19 02' W., 58.30 FEET; THENCE THE FOLLOWING FOUR (4) COURSES ALONG SAID COMMON BOUNDARY LINE:
2) N.63°31'43"W. 37.01 FEET; 1
3) N.32°57'04"W., 28.62 FEET, J� LOT 1A 1) N.10°32'00"W., 21.93 FEET;
v, FINAL SUBDIVISION PLAT \ 2) N.05°31'10"E., 32.00 FEET
4) N.03°49'29"W., 57.21 FEET; r'0 LOT 1A, BURLINGAME RANCH 3) N.21°18'17"W., 44.53 FEET;
5) N.44°01'29"W., 34.45 FEET, d� CITY OF ASPEN 4) N.07°11'09"W., 9.52 FEET to the POINT OF BEGINNING.
6) N.01°29'44"E., 65.10 FEET, 'n REC #515997
7) N.24°26'33"W., 45.02 FEET; r'p \ CONTAINING 505 SQUARE FEET OR 0.012 ACRES, MORE OR LESS.
"" SLOPE MAINTENANCE AND GRADING EASEMENT NORTH v
81 N.07 24 27 W., 65.00 FEET,
9) N.02°52'59"W., 92.03 FEET;
•��`'
Q \ �
10) N.01°05'50"W., 93.91 FEET;
A SLOPE MAINTENANCE AND GRADING EASEMENT SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85
\
11) N.13°29'14"E., 46.27 FEET;
WEST OF THE 6TH PRINCIPAL MERIDIAN; SAID SLOPE MAINTENANCE AND GRADING EASEMENT ALSO BEING A
�r
12) N.18°30'47"E., 51.25 FEET;
PORTION OF LOT 1, PARCEL 2, PARK TRUST EXEMPTION, ACCORDING TO THE PLAT THEREOF RECORDED
J+
13) N.38°33'07"E., 44.21 FEET;
OCTOBER 10, 2005 AS RECEPTION NO. 515995 OF THE PITKIN COUNTY RECORDS; SAID SLOPE MAINTENANCE
�
\ k04°
14) N.52°09'50"E., 40.44 FEET;
AND GRADING EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
15) N.37°29'25"E., 51.00 FEET;
1) N.16°25'17"E., 55.FEET;
BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1 AND BURLINGAME RANCH
�� F
17) N.05°18'35"E., 211.74 FEET;
AFFORDABLE HOUSING SUBDIVISION, ACCORDING TO THE FIRST AMENDMENT THEREOF RECORDED APRIL 11,
�Cd6 1635 66'
18) N.03°58'53"E., 159.10 FEET;
2005 AS RECEPTION NO. 522859, WHENCE THE WEST QUARTER CORNER OF SAID SECTION 2 BEARS
BEARINGS HEREIN RELATIVE A BEARING
Bq
�Q S/SO
19) N.10°02'39"W., 66.42 FEET;
S.39°03'41"W., A DISTANCE OF 2100.15 FEET (WITH ALL BEING TO OF
�
Fe
20) N.12°15'27"W., 79.46 FEET,
N.04°41'16"E. FROM SAID WEST QUARTER CORNER OF SAID SECTION 2 TO THE NORTHWEST CORNER OF SAID
�R/
21) N.24°17'49"W., 51.02 FEET,
SECTION 2); THENCE LEAVING SAID COMMON BOUNDARY THE FOLLOWING TEN (10) COURSES:
\ N
,
22) N.17°46'51"W., 242.75 FEET;
1) S.13°21'07"E.,9.82 FEET;
\ \
23) N.10°51'59"W., 77.99 FEET;
2) S.00°17'00"E.,20.78 FEET;
.
24) N.35-19'21"W.,15.54 FEET;
3) S.13°26'57"E.,13.12 FEET;
\
25) N.15°59'07"W., 94.06 FEET,
4) S.48°06'39"E.,22.86 FEET,
26) N.03°58'21"E., 55.94 FEET;
5) S.37°29'24"E.,23.09 FEET;
27) N.24°08'39"W., 36.05 FEET;
6) N.88°20'52"E.,23.60 FEET;
28) N.18°20'17"W., 25.19 FEET;
7) S.82°59'34"E.,14.47 FEET,
29) N.00°24'43"E., 27.35 FEET;
8) S.24°16'44"E.,46.42 FEET;46
`
30) N.24°19'20"E., 56.94 FEET;
9) S.35°0634"E.,43.42 FEET;
31) N.33°50'33"E., 28.09 FEET;, 32) N.07°43'35"E.,
9 FEET
10) S.20°13'20"E.,50.36 FEET TO A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1, PARCEL 2,
.0
PARK TRUST EXEMPTION AND CONSERVATION PARCEL C, RED BUTTE RANCH SUBDIVISION RECORDED
°
33) N.31°57'52"E., 49.10 FEET,
JANUARY 21, 2005 AS RECEPTION No. 506248 OF THE PITKIN COUNTY RECORDS;
`
34) N.25°20'39"E., 32.71 FEET,
\
35) N.09°42'31"E., 31.73 FEET;
THENCE ALONG SAID COMMON BOUNDARY LINE S.04°08'52"W., A DISTANCE OF 19.89 FEET TO A POINT ON
SLOPE MAINTENANCE AND GRADING EASEMENT SO TH
36) N.38°52'01"E., 29.11 FEET;
THE COMMON BOUNDARY LINE BETWEEN SAID CONSERVATION PARCEL C AND BURLINGAME RANCH
63,332 SQ. FT. +/-
37) S.58°57'59"E., 25.15 FEET;
AFFORDABLE HOUSING SUBDIVISION, ACCORDING TO THE SAID FIRST AMENDMENT THEREOF; THENCE ALONG
` �8 1.454 AC. +/-
38) S.86°38'26"E., 31.94 FEET;
SAID COMMON BOUNDARY LINE BETWEEN SAID LOT 1, PARCEL 2, PARK TRUST EXEMPTION AND SAID
39) S.53°14'06"E.,107.90 FEET;
BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION THE FOLLOWING SEVEN (7) COURSES:
\
40) S.80°46'52"E., 59.14 FEET,
41) S.47°38'52"E., 110.67 FEET,
1) N.27°41'19"W.,17.40 FEET,
BURLINGAME RANCH AFFORDABLE ` \
42) S.31°02'25"E., 24.23 FEET,
2) N.20°30'32"W.,50.20 FEET,
HOUSING SUBDIVISION ` fl�
43) S.69°35'40"E., 42.77 FEET;
3)_ _N.35-09'29"W.,43.07 FEET; _„
FIRSTAIfMENDNIENT , ICJ
44) S.43°43'05"E., 48.06 FEET,
4) N.25°20'41"W.,42.24 FEET;
REC. NO. 522859
45) S.58°08'19"E., 63.65 FEET;
5) 76.24 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 40.00 FEET
46) S.28°48'00"E., 65.76 FEET; AND A CENTRAL ANGLE OF 109°11'58", CHORD BEARS N.65°07'45"W., 65.21 FEET;
47) S.21°31'35"E., 40.42 FEET; 6) N.10°32'00"W.,45.00 FEET;
48) S.19°02'18"E., 73.28 FEET TO A POINT ON THE COMMON BOUNDARY LINE 7) N.05°31'10"E.,15.28 FEET TO THE POINT OF BEGINNING.
BETWEEN SAID LOT 1, PARCEL 2, PARK TRUST EXEMPTION AND
BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION; CONTAINING 2,832 SQUARE FEET OR 0.065 ACRES, MORE OR LESS.
THENCE ALONG SAID COMMON BOUNDARY LINE BETWEEN SAID LOT 1, PARCEL
2, PARK TRUST EXEMPTION AND SAID BURLINGAME RANCH AFFORDABLE
HOUSING SUBDIVISION THE FOLLOWING NINE (9) COURSES:
1) 179.45 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT
HAVING A RADIUS OF 1,000.00 FEET AND A CENTRAL ANGLE OF 10°16-54",
CHORD BEARS N.27°38'40"W., 179.21 FEET,
2) N.59°34'09"W., 69.27 FEET;
3) N.53°48'24"W.,153.22 FEET;
4) N.59°53'26"W., 214.48 FEET,
5) S.38°35'29"W.,111.10 FEET;
6) S.26°27'02"W., 124.14 FEET;
7) S.05°07'19"E., 164.96 FEET,
8) S.18°12'05"E., 484.43 FEET,
9) S.08°51'05"E.,19.04 FEET,
THENCE ALONG THE COMMON BOUNDARY BETWEEN SAID LOT 1A, LOT 1A
BURLINGAME RANCH SUBDIVISION AND SAID BURLINGAME RANCH
AFFORDABLE HOUSING SUBDIVISION THE FOLLOWING FIVE (5) COURSES:
1) S.08°51'05"E.,119.46 FEET;
3 W 1/4 CORNER SEC 2
__ FOUND 1954 BLM BRASS CAP
2) S.04°46'29"W., 416.05 FEET;
2 _
3) S•34°25'37"W., 204.32 FEET;
/
4) S.00°1353"W., 231.68 FEET;
5) S.22°29'54"E., 318.38 FEET TO THE POINT OF BEGINNING.
/
G
SAID EASEMENT CONTAINING 63,332 SQUARE FEET OR 1.454 ACRES, MORE OR
\ J,
LESS.
LINE TABLE
LINE
BEARING
LENGTH
LS1
S22°56'10"E
53.92'
LS2
S05°41'50"E
37.97'
LS3
S20°58'58"W
18.10'
LS4
N10°32'00"W
21.93'
LS5
N05°31'10"E
32.00'
LS6
N21°18'17"W
44.53'
LS7
N07°11'09"W
9.52'
LS8
S38°35'29"W
52.37'
LS9
N27°30'15"W
49.21'
LS10
NO2°27'12"W
45.98'
LS11
N74°35'21"E
25.89'
LS12
S41°18'02"E
36.96'
LS13
S59°53'26"E
189.22'
LS14
S53°48'24"E
136.65'
LS15
S54°15'51"E
86.03'
LS16
S48°53'53"E
46.96'
LS17
S22°56'10"E
25.95'
LS18
N32°07'07"W
23.27'
LS19
N59°34'09"W
69.27'
LS20
N53°48'24"W
153.22'
LS21
N59°53'26"W
214.48'
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 MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
jS�\ w LS64
LS1
W 1/4 CORNER SEC 2
FOUND 1954 BLM BRASS CAP
3
2
G� \s
�01PI
\ LS9
POINT OF BEGINNING JOINT HOLY CROSS
ELECTRIC AND UTILITY EASEMENT NORTH
GRANTED BY THIS INSTRUMENT \ I�
DETAIL
POINT OF BEGINNING JOINT HOLY CROSS /13
ELECTRIC AND UTILITY EASEMENT
POINT OF BEGINNING JOINT HOLY CROSS
ELECTRIC AND UTILITY EASEMENT SOUTH
GRANTED BY THIS INSTRUMENT
�zo / -�S1n
LS17
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
L9
CONSERVATION PARCEL C
RED BUTTE RANCH SUBDIVISION
PITKIN COUNTY
RECEPTION No. 506248
JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT NORTH
AN JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT SITUATED IN SECTION 2, TOWNSHIP 10
SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN; SAID JOINT HOLY CROSS ELECTRIC AND
UTILITY EASEMENT ALSO BEING A PORTION OF LOT 1, PARCEL 2, PARK TRUST EXEMPTION,
ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 10, 2005 AS RECEPTION NO. 515995 OF THE
PITKIN COUNTY RECORDS; SAID JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHERLY CORNER OF BURLINGAME RANCH AFFORDABLE HOUSING
SUBDIVISION, ACCORDING TO THE FIRST AMENDMENT THEREOF RECORDED APRIL 11, 2005 AS
RECEPTION NO. 522859, WHENCE THE WEST QUARTER CORNER OF SAID SECTION 2 BEARS
S21°45'48"W, a distance of 2293.89' FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A
BEARING OF N.04°41'16"E. FROM SAID WEST QUARTER CORNER OF SAID SECTION 2 TO THE
NORTHWEST CORNER OF SAID SECTION 2); THENCE ALONG THE COMMON BOUNDARY LINE BETWEEN
SAID LOT 1 AND SAID BURLINGAME RANCH S.38°35'29"W., 52.37 FEET; THENCE LEAVING SAID
COMMON BOUNDARY THE FOLLOWING NINE (9) COURSES:
1) N.27°30'15"W., 49.21 FEET;
2) N.02°27'12"W., 45.98 FEET;
3) N.74"35'21"E., 25.89 FEET;
4) S.41°18'02"E., 36.96 FEET;
5) S.59°53'26"E.,189.22 FEET,
6) S.53°48'24"E.,136.65 FEET,
7) S.54°15'51"E., 86.03 FEET;
8) S.48°53'53"E., 46.96 FEET,
9) S.22°56'10"E., 25.95 FEET TO A POINT ON SAID COMMON BOUNDARY LINE;
THENCE THE FOLLOWING FOUR (4) COURSES ALONG SAID BOUNDARY LINE:
1) N.32°07'07"W., 23.27 FEET;
2) N.59°34'09"W., 69.27 FEET;
3) N.53°48'24"W., 153.22 FEET;
4) N.59°53'26"W., 214.48 FEET TO THE POINT OF BEGINNING.
CONTAINING 10,981 SQUARE FEET OR 0.252 ACRES, MORE OR LESS.
LINE TABLE
LINE
BEARING
LENGTH
L1
S07°11'09"E
50.03'
L2
S21°18'17"E
44.53'
L3
N05°31'10"E
32.00'
L4
N10°32'00"W
45.00'
L5
N25°20'41"W
42.24'
L6
N35°09'29"W
43.07'
L7
N20°30'32"W
50.20'
L8
N27°41'19"W
17.40'
L9
N49°28'29"E
0.15,
L10
S42°16'16"W
50.10,
L11
S28°40'37"W
15.38'
L12
S81°25'21"W
58.67'
L13
S24°24'21"W
19.14'
L14
S01°59'21"W
74.55'
L15
S09°43'46"E
69.76'
L16
S20°18'02"E
65.33'
L17
S00°48'03"W
63.49'
L18
S29°18'38"W
44.87'
L19
S47°20'56"E
44.32'
L20
S30°52'02"W
11.45'
L21
S13°14'26"E
34.75'
L22
S78°19'26"W
11.33'
L23a
S11"40'34"E
54.00'
L23b
S11°40'34"E
50.00'
L24
N78°19'26"E
0.41'
L25
S03°17'27"E
12.57'
L26
S26°02'41"W
72.53'
L27
N22°43'41"W
8.06'
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
Cl
179.45'
1000.00,
89.97'
10°16'54"
N 27°38'40" W
179.21'
C2
76.24'
40.00'
56.28'
109°11'58"
N 65°07'45" W
65.21'
C2a
1.69'
40.00'
0.85'
2°25'26"
N 11°44'29" W
1.69'
C2b
1 21.29'
40.00'
10.91,
30"30'07"
N 28°12'16" W
21.04'
C2c
53.25'
40.00'
31.41'
76°16'25"
N 81°35'32" W
49.40'
C3
25.53'
20.00'
14.83'
73°07'47"
N 07°53'16" W
23.83'
C4
125.17'
192.50'
64.89'
37°15'20"
S 10°02'57" W
122.98'
C5
165.13'
214.50'
86.90'
44°06'30"
S 08°48'48" W
161.08'
C6
31.96'
20.00'
20.55'
91°33'52"
S 32°32'30" W
28.67'
C7
23.18'
13.50'
15.64'
98°23'08"
S 52°29'00" E
20.44'
C8
74.75'
146.00'
38.21'
29°20'08"
S 11°22'37" W
73.94'
C9
52.14'
277.50'
26.15'
10°45'53"
N 45°54'28" W
52.06'
C10
27.58'
206.69'
13.81'
7°38'45"
N 47°28'04" W
27.56'
ti
LOT 1
PARCEL 2, PARK TRUST \ \
EXEMPTION MAP \
CITY OF ASPEN
RECEPTION No. 515995 \
_o- LC21
S18° �
2 OS"E 484 43, - ° , NW CORNER SEC 2 FOUND 1973 BRASS
jC23 \ CAP IN CONC LS #9184
SOS �)Zg gyp_ LC-2-7- fl C28 0. j \ \
\9 \ .
�O
\Q
W 1/4 CORNER SEC 2 �
FOUND 1954 BLM BRASS CAP
3 N Aa g'L9� •jC3d
'i N87°20'26"E 5.76'
2 GRAPHIC SCALE h''�6 336 STORM OUTFALL
60 0 30 60 120 240 Sip EASEMENT
S53°42'37"E �\
G - \ 28.95'
\ DETAIL B
(IN FEET) BURLINGAME RANCH AFFORDABLE \ ��
�'op\ 1 inch = 60 ft. HOUSING SUBDIVISION a Q
STORM OUTFACE EASEMENT �
o \
\
\
12051a3•''9, \\
BURLINGAME RANCH AFFORDABLE \\
HOUSING SUBDIVISION \
FIRST AMENDMENT \
REC. NO; 522859
SLOPE MAINTENANCE AND GRADING EASEMENT NORTH \\
21832 SQ. FT. +/- 15.28'-
0.065 AC. +/- t4
Gti _ 2
PLC53LC51
L7 t6 L5 Flu LC50LC4
89' A - --- - -`
LC58 - -0- -LC57 LC56
LINE TABLE
LINE
BEARING
LENGTH
LC1
N47°19'02"W
58.30'
LC2
N63°31'43"W
37.01'
LC3
N32°57'04"W
28.62'
LC4
NO3°49'29"W
57.21'
LC5
N44°01'29"W
34.45'
LC6
N01°29'44"E
65.10'
LC7
N24°26'33"W
45.02'
LC8
N07°24'27"W
65.00'
LC9
NO2°52'59"W
92.03'
LC10
N01°05'50"W
93.91'
LC11
N13°29'14"E
46.27'
LC12
N18°30'47"E
51.25'
LC13
N38°33'07"E
44.21'
LC14
N52°09'50"E
40.44'
LC15
N37°29'25"E
51.00'
LC16
N16°25'17"E
55.15'
LC17
N05°18'35"E
211.74'
LC18
NO3°58'53"E
159.10'
LC19
N10°02'39"W
66.42'
LC20
N12°15'27"W
79.46'
LC21
N24°17'49"W
51.02'
LC22
N17°46'51"W
242.75'
LC23
N10°51'59"W
77.99'
LC24
N35°19'21"W
15.54'
LC25
N15°59'07"W
94.06'
LC26
NO3°58'21"E
55.94'
LC27
N24°08'39"W
36.05'
LC28
N18°20'17"W
25.19'
LC29
N00°24'43"E
27.35'
LC30
N24°19'20"E
56.94'
LC31
N33°50'33"E
28.09,
LC32
N07°43'35"E
33.79'
LC33
N31°57'52"E
49.10'
LC34
N25°20'39"E
32.71'
LC35
N09°42'31"E
31.73'
LC36
N38°52'01"E
29.11'
LC37
S58"57'59"E
25.15' _
LC38
S86°38'26"E
31.94'
LC39
S53°14'06"E
107.90'
LC40
S80°46'52"E
59.14'
LC41
S47°38'52"E
110.67'
LC42
S31°02'25"E
24.23'
LC43
S69°35'40"E
42.77'
LC44
S43°43'05"E
48.06'
LC45
S58°08'19"E
63.65,
LC46
S28°48'00"E
65.76'
LC47
S21°31'35"E
40.42'
LC48
S19°02'18"E
73.28'
LC49
S13°21'07"E
9.82'
LC50
S00°17'00"E
20.78'
LC51
S13°26'57"E
13.12'
LC52
S48°06'39"E
22.86'
LC53
S37°29'24"E
23.09'
LC54
N88°20'52"E
23.60'
LC55
S82°59'34"E
14.47'
LC56
S24°16'44"E
46.42'
LC57
S35°06'34"E
43.42'
LC58
S20°13'20"E
50.36'
JOINT HOLY CROSS ELECTRIC
AND UTILITY EASEMENT
�.52' GRANTED BY THIS INSTRUMENT
j 1 (SEE DETAIL A)
3
L2
POINT OF BEGINNING,
SLOPE MAINTENANCE AND
GRADING EASEMENT NORTH
FIRST AMENDMENT
SCALE 1"-50' REC. NO. 522859
STORM OUTFALL EASEMENT
(SEE DETAIL B)
I�
3rf x4S��'�{� i(..
STORM OUTFALL EASEMENT
N56*11'45"E 28.35' ��
rrccc
STORM OUTFALL EASEMENT 15
N06°08'53"E 38.26' fi �fif ��Aa p
JOINT HOLY CROSS ELECTRIC
>
AND UTILITY EASEMENT
GRANTED BY THIS INSTRUMENT
(SEE DETAIL A)�,
Al 0111 u•
LOT 1
PARCEL 2, PARK TRUST
r xy�
Jrr a `'"CC42 EXEMPTION MAP
CITY OF ASPEN
RECEPTION No. 515995
St � � • 7
ri
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CC8 fl__
LC47 _a
2
35
sb 10159 04/03/13 10159/PLAT PH2/10159-Plat-PH2.DWG