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CERTIFICATE OF OWNERSHIP
FINAL PLAT OF:
�l � i ni IDI IAII=ADAC RDAIf 4J A1:1:f1R flARI F H(ll ICING FII INC' Nn. 1 FINAL SUBDIVISION PLAT- SECOND AMENDMENT
1
TRACTS A, B & C BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1, FINAL SUBDIVISION PLAT 1ST AMENDMEN_
A PARCEL OF LAND SITUATED IN SECTION 21 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
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:
TRACTS A, B AND C, BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, FILING No. I, ACCORDING TO THE PLAT RECORDED OCTOBER 10, 2005 IN PLAT BOOK 75 AT PAGE 51 UNDER RECEPTION NO.
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, IT'S 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 II 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 II 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 ITS 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.
.
CIN OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO L/�SHEET 1 OF 7 lJ- U. a &40,
5ci4ys07
34 35 NW CORNER SEC 2 FOUND 1973 BRASS CAP IN CONC LS #9184
-------
LOT 1
PARCEL 2, PARK TRUST EXEMPTION MAP.
CITY OF ASPEN
RECEPTION No. 515995
(VIEXECUTED THIS 2013 AY OF `11I
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OWNER: CITY OF ASPEN v�
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MICHAEL C. IRELAND, MAYOR DATE
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ATTEST-AKA
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THMS.JCI?CLERK
LOT 1A
STATE OF COLORADO )
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COUNTY OF PITKIN )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2013 BY
AS CITY OF ASPEN.
WITNESS MY HAND AND OFFICIAL SEAL:
MY COMMISSION EXPIRES:
NOTARY PUBLIC
MY ADDRESS IS:
TITLE CERTIFICATE
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 AN`f STATEMENT CONTAINED HEREIN.
�t �Q[AIL�w�.�► DATE l
ADDRESS: S -3.T E ' esec . j6� • w.
STATE OF COLORADO )
) SS
COUNTY OF PITKIN ) n
THE FOREGOING TITLE CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS 2-P DAY OF
TITLE GUARANTEE COMPANY.
WITNESS MY HAND AND OFFICIAL SEAL:
M COMMISSION EXPIRES:
BA4 A &Cn6wLAS EXQAM• r Qi OF LAND
i FINAL SUBDIVISION PLAT
i LOT 1A, BURLINGAME RANCH
CITY OF ASPEN
REC #515997
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3 =_=--589"16'16"E_ 914.64'---- ---------
2 - --
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W 1/4 CORNER SEC 2 /
FOUND 1954 BLM BRASS CAP
TARP PU I PARK DEPARTMENT APPROVAL
MY ADDRESS IS: 533 E ' 4V4,4 THIS FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FI,LIrjG No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT WAS APPROVED BY THE PARK DIRECTOR OF THE
to 9, CITY OF ASPEN PARK DEPARTMENT THIS Z q DAY OF M *<w* 2013.
FTAMMy J: SOMMERFELD
NOTARY PUBLtC
STATE OF COLORADO
NOTARY ID 20104012476
y Commission Expires Apri112, 2014
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.
BY: 0"
IN
PPrUCTOR
CITY ENGINEER'S REVIEW
SOLDNER FAMILY
LIMITED PARTNERSHIP
REC #507297
SHEET INDEX
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
5) LOTS, TRACTS, PARKS AND EASEMENT DETAILS
6) TRANSIT, ACCESS, PEDESTRIAN & FIRE LANE EASEMENTS
7) SNOW STORAGE
\ X63 I
� 634,E
X600
�0 O
200
PURPOSE STATEMENT
TO MEMORIALIZE AND REFLECT THE SUBDIVISION OF THIS PROPERTY TO ENABLE DEVELOPMENT KNOWN AS BURLINGAME
RANCH PHASE TWO PURSUANT TO CITY OF ASPEN ORDINANCE NO. 22 SERIES OF 2011.
LOT F1
STAGE ROAD P.U.D.
I TS BAR X LLC
�J RECEPTION No. 515869
Q
ASPEN CONSOLIDATED SANITATION DISTRICT APPROVAL
ASPEN CONSOLIDATED SANITATION DISTRICT HAS REVIEWED THE GENERAL
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
i
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
SEWER COL ECTION SYS M.
ASPEN CONSOLIDA ED SANITATION DISTRICT DATE
NGS CONTROL
CONSERVATION PARCEL C
�/ I
MONUMENT STAMPED
RED BUTTE RANCH SUBDIVISION
1934 5159 SET IN
PITKIN COUNTY
CONCRETE POST
RECEPTION No. 506248
8
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E
NGS CONTROL
MONUMENT
STAMPED 1934
/
Q159 SET IN
CONCRETE POST
G
LOT F1
STAGE ROAD P.U.D.
I TS BAR X LLC
�J RECEPTION No. 515869
LOT C
STAGE ROAD P.U.D.
CITY OF ASPEN
RECEPTION No.549678
LOT RM
TWO STAGE ROAD LLC
RECEPTION No. 515869
LOT 6
STAGE ROAD P.U.D.
TJR HOLDING LLC
RECEPTION No. 515869
GRAPHIC SCALE
0 100 200 400
THPLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT WAS REVIEWED BY THE CITY ENGINEER OF THE CITY OF ASPEN THIS
� DAYOF
SOPRIS ENGINEERING - LLC
CI ENGINEER CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
( IN FEET)
1 inch = 200 ft.
VICINITY MAP
SCALE: 1" = 2000'
SURVEY NOTES
1) DATE OF FIELDWORK: APRIL - MAY 2003, MARCH 2005, MAY, JULY - AUGUST, OCTOBER - DECEMBER 2008, APRIL - MAY 2009, SEPTEMBER 2010, AND
APRIL 2012
2) DATE OF PREPARATION: OCTOBER 2010, FEBRUARY - AUGUST 2012, MARCH 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 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. 51599$ 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 OCTOBFR 7, 2305 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 AMENDKIENT, 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 22,o4 DAY OF P^ --c L-, , 2013.
BY: i,
TITLE:
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 H EIN ARE HEREBY CEPTED.
.100A �s•'1.3
4WAV" OW -00"
MICHA C. RELAND, MAYOF DATE
ATTEST://d - 4
KATHRYN S. KOC ITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR APPROVAL
T IS INAL PLAT OF BURLINGAME RAN -CH -AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT WAS REVIEWED AND APPROVED BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT
E T ETT DAY OF 2013.
800 U141 D VELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE
I, MARK S. BECKLER, A REGISTERE URVEYOR, DO HEREBY CERTIFY THAT 1 HAVE PREPARED THIS FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT- SECOND
AMENDMENT AS LAID OUT, P QD_ ND 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 SET FO TH S Ig 38= ; THE CONTROL PRECISION IS GREATER THAN 11N 15,000.
DATED 13 �.,� •-t.,
MARK S. ECKLER, .LS. �3•.• •.���
CLERK AND RECORDER'S A
THIS FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUB (VISION PLAT - SECOND AMENDMENT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN
COUNTY, COLORADO AT O'CLOCK _.M., THIS !21 DAY OF 2013, IN PLAT BOOK AT PAGE RECEPTION NO. /
PITKIN COUNTY CLERK AND RECORDER
sb 10159
PH 2/10159-Plat-PH2.DWG
Q
ASPEN CONSOLIDATED SANITATION DISTRICT APPROVAL
ASPEN CONSOLIDATED SANITATION DISTRICT HAS REVIEWED THE GENERAL
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
i
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
SEWER COL ECTION SYS M.
ASPEN CONSOLIDA ED SANITATION DISTRICT DATE
i
LOT C
STAGE ROAD P.U.D.
CITY OF ASPEN
RECEPTION No.549678
LOT RM
TWO STAGE ROAD LLC
RECEPTION No. 515869
LOT 6
STAGE ROAD P.U.D.
TJR HOLDING LLC
RECEPTION No. 515869
GRAPHIC SCALE
0 100 200 400
THPLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT WAS REVIEWED BY THE CITY ENGINEER OF THE CITY OF ASPEN THIS
� DAYOF
SOPRIS ENGINEERING - LLC
CI ENGINEER CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
( IN FEET)
1 inch = 200 ft.
VICINITY MAP
SCALE: 1" = 2000'
SURVEY NOTES
1) DATE OF FIELDWORK: APRIL - MAY 2003, MARCH 2005, MAY, JULY - AUGUST, OCTOBER - DECEMBER 2008, APRIL - MAY 2009, SEPTEMBER 2010, AND
APRIL 2012
2) DATE OF PREPARATION: OCTOBER 2010, FEBRUARY - AUGUST 2012, MARCH 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 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. 51599$ 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 OCTOBFR 7, 2305 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 AMENDKIENT, 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 22,o4 DAY OF P^ --c L-, , 2013.
BY: i,
TITLE:
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 H EIN ARE HEREBY CEPTED.
.100A �s•'1.3
4WAV" OW -00"
MICHA C. RELAND, MAYOF DATE
ATTEST://d - 4
KATHRYN S. KOC ITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR APPROVAL
T IS INAL PLAT OF BURLINGAME RAN -CH -AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT WAS REVIEWED AND APPROVED BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT
E T ETT DAY OF 2013.
800 U141 D VELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE
I, MARK S. BECKLER, A REGISTERE URVEYOR, DO HEREBY CERTIFY THAT 1 HAVE PREPARED THIS FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT- SECOND
AMENDMENT AS LAID OUT, P QD_ ND 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 SET FO TH S Ig 38= ; THE CONTROL PRECISION IS GREATER THAN 11N 15,000.
DATED 13 �.,� •-t.,
MARK S. ECKLER, .LS. �3•.• •.���
CLERK AND RECORDER'S A
THIS FINAL PLAT OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUB (VISION PLAT - SECOND AMENDMENT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN
COUNTY, COLORADO AT O'CLOCK _.M., THIS !21 DAY OF 2013, IN PLAT BOOK AT PAGE RECEPTION NO. /
PITKIN COUNTY CLERK AND RECORDER
sb 10159
PH 2/10159-Plat-PH2.DWG
19
1 CENTERLINE 20' WIDE
' UTILITY EASEMENT
LL
ujO
W
W
V)
W
W
W
Z
G
LINE TABLE
LINE
BEARINGLENGTH
LINE
LH1
S29°31'19"W
7.47'
96.12'
CENTERLINE 18.5' WIDE UTILITY
EASEMENT
S03 "E 114.61'
FINAL PIAT 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
139.50%
N08°51'05 W
40
CENTERLINE 10' WIDE HOLY
CROSS EASEMENT
CR18
ROS SAFt
1ti1$-5
i9 Pc.
'L•
- CR9
CR9b _
-
191, 86.64'
`. 50�
3.23'-
S03'35133
.23' -
X13
,E 132 43,
513° 49'06
i
i
i
� y �
CENTERLINE 20' WIDE STORM SEWER E EMENT '
i
i
CENTERLINE 20' IDE ,y
SANITARY SEWER EAS ENT\3S284
� i y
I
°;y DETAIL
SCALE 1"=30'
i
i * `
I � �
I
i
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.
CRga
A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 5 OF 7
LOTS, TRACTS, PARKS AND EASEMENT DETAILS
A
s
CENTERLINE 20' WIDE
SANITARY SEWER
EASEMENT
a \ \
OSPc
•` sem, �.
C4b _
C4
GRAPHIC SCALE
20 40 80
( IN FEET)
finch= 40 ft.
160
205,� 4S4 43,
Ntig°1
361,12-
1'2� 55N1395 93 �
i
�3 4
55'E 3g5 93 32
51l°20
P -3� A 05
j PGS �a�t
CENTERLINE 18.5' WIDE UTILITY �R6'OS c
EASEMENT 10.0'
C_j��
128 32 .
10.0'
�rA CENTERLINE 20' WIDE SANITARY SEWER LE36
EASEMENT I I !
a3 Z
NCO 00
0,0 O�
m
A
UTILITY EASEMENT
534°54'52"E 35.58'
C �a
\4a
- 9q
411
CENTERLINE
18.65' WIDE
UTILITY
EASEMENT
N05°07'19'W 164.9'
CENTERLINE 10' WIDE HOLY CROSS
EASEMENT
CR19
81.22',„ W 112.34, _�--
,- N12 21
LR1
CR7 -
512°21,p0'1E 112.34
CR20 LR4
UTILITY EASEMENT
CENTERLINE 20' WIDE STORM SEWER
EASEME
CENTERLINE 36' 6z 8�s� / '•
WIDE UTILITY / •' \
EASEMENT / 19i
/ • 18.0'
15°284j1AOa/ / TIE 24°25'54'E
7.54'
5.0'
tyz
5.0' CENTERLINE 10' WIDE HOLY CROSS /
1 i
LINE TABLE
EASEMENT
LINE
BEARING
/
`
S84°51'11"E
12.5'
LE22
N84°51'11"W
11.00'
LE23
S72°39'05"W
15.50'
/' ,�V�
rn
m
CENTERLINE 25' WIDE HOLY CROSS cb
EASEMENT AND UTILITY EASEMENT AS IT
LE25
S77°39'00"W
AFFECTS TRACT 1 AND PARK A b�bi
LE26
N00°45'19"E
27.35'
°1y
O / /
CENTERLINE 20' WIDE SANITARY SEWER \ >
EASEMENT i �,` i
E31=°��� �.
yti� r
Ln
°may N� o �.
�W�� t /
UTILITY EASEMENT I °�
LE33- 4p� ,yti
Ln
' STORM SEWER EASEMENT LE35-
190 los
STORM SEWER EASEMENT
CR� R5
- ' 83.91' 12.55' � ��/ 5 G
28.79' 67.66'
mea -.i N00°00'00"E 96.46'------
0A
6.46'-----
GRA
S00°00'00"E 96.46'
CR3c
5.0' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OF BURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC.
GR3b �I N J
LRti
CURVE TABLE
CURVE LENGTH RADIUS TANGENT DELTA BEARING CHORD
CEI 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'
Ce /
�� N13
6ti
0
O
C3b C33j `1�6 OgSgFc 1� `' CENTERLINE 25' WIDE HOLY CROSS 12.5' '
X10 LQ3a 6 �aT° 3 �pa� P 1 EASEMENT AND UTILITY EASEMENT AS IT /
AFFECTS TRACT 1 AND PARK A
39
11.5' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OF /
,y0a 0-2 it "' , BURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC. / / 12.5'
L iso° X61 6g�2 613
S Q6 3� 0$6 P S01°23 37"W 77.81' / 2�1 /
GENERAL USE EASEMENT o°� �,rF G/ �L HOLY CROSS EASEMENT
BURLINGAME RANCH 1 ��� 1�9SF i� G9 ��Lb AND UTILITY EASEMENT 'A RI - 1� / G�
AFFORDABLE HOUSING ^� �'8�`` bO �c�L/ rte'' �(�c /1 lF?_ 5 S R6 ,
FINAL SUBDIVISION PLAT GL - S ` E 63.3 /
513.16 p7'
1ST AMENDMENT REC st -
QO v EA'A'�
#522859 / N08°45'pg"E 50 6 �E �FQ /F4.4 X36 661 3,
�•� \ L1
Ooh � / N08°45'09 E 47.5T° �-RA9 � 89 � • ,
05° _ 41'50
N
HOLY CROSS EASEMENT
N�(p AND UTILITY EASEMENT 1-4
SETBACK NOTE
UNDERGROUND POWERLINE
SETBACKS FOR SINGLE AND MULTI -FAMILY TRACTS AND LOTS, REFER TO ORDINANCE EASEMENT DEDICATED BY NO. 22 (SERIES OF 2011) RECORDED SEPTEMBER 5, 2011 AS RECEPTION NO. 583320.
�'y V SEPARATE INSTRUMENT
A
y
shy P NOTE
/ SaFt �._.-._.-._.
10.0' WIDE HOLY CROSS EASEMENT 03QPRA
A'Log65 SHADED AREA INDICATES HOLY CROSS AND UTILITY JOINT EASEMENT
122.08' \;b
504°08'52"W 135.85' _
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
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
LE31
S54°_31'17"E
S35°28'43"W
72.28'
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
-----
LE51
N89°00'44"W
N53°36'28"W
50.12'
__
29.39'
LE52
N15°31'24"W
40.35'
CURVE TABLE
CURVE LENGTH RADIUS TANGENT DELTA BEARING CHORD
CEI 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'
Ce /
�� N13
6ti
0
O
C3b C33j `1�6 OgSgFc 1� `' CENTERLINE 25' WIDE HOLY CROSS 12.5' '
X10 LQ3a 6 �aT° 3 �pa� P 1 EASEMENT AND UTILITY EASEMENT AS IT /
AFFECTS TRACT 1 AND PARK A
39
11.5' WIDE DRAINAGE EASEMENT FOR THE BENEFIT OF /
,y0a 0-2 it "' , BURLINGAME RANCH II CONDOMINIUM ASSOCIATION INC. / / 12.5'
L iso° X61 6g�2 613
S Q6 3� 0$6 P S01°23 37"W 77.81' / 2�1 /
GENERAL USE EASEMENT o°� �,rF G/ �L HOLY CROSS EASEMENT
BURLINGAME RANCH 1 ��� 1�9SF i� G9 ��Lb AND UTILITY EASEMENT 'A RI - 1� / G�
AFFORDABLE HOUSING ^� �'8�`` bO �c�L/ rte'' �(�c /1 lF?_ 5 S R6 ,
FINAL SUBDIVISION PLAT GL - S ` E 63.3 /
513.16 p7'
1ST AMENDMENT REC st -
QO v EA'A'�
#522859 / N08°45'pg"E 50 6 �E �FQ /F4.4 X36 661 3,
�•� \ L1
Ooh � / N08°45'09 E 47.5T° �-RA9 � 89 � • ,
05° _ 41'50
N
HOLY CROSS EASEMENT
N�(p AND UTILITY EASEMENT 1-4
SETBACK NOTE
UNDERGROUND POWERLINE
SETBACKS FOR SINGLE AND MULTI -FAMILY TRACTS AND LOTS, REFER TO ORDINANCE EASEMENT DEDICATED BY NO. 22 (SERIES OF 2011) RECORDED SEPTEMBER 5, 2011 AS RECEPTION NO. 583320.
�'y V SEPARATE INSTRUMENT
A
y
shy P NOTE
/ SaFt �._.-._.-._.
10.0' WIDE HOLY CROSS EASEMENT 03QPRA
A'Log65 SHADED AREA INDICATES HOLY CROSS AND UTILITY JOINT EASEMENT
122.08' \;b
504°08'52"W 135.85' _
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
LINE TABLE
LINE BEARING LENGTH
LR1 S87°18'34"W 3.50'
LR4 N86°38'40"W 10.00'
LINE TABLE
LINE
BEARING
LENGTH
L1
507°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
542'16'16"W
50.10'
L10b
Lll
S42°16'16"W
S28°40'37"W
50.03'
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'
�P�p rct G/S�
BEC• r
M RK R, P.L.S,.0
sb 10159 03/21/ 3 1015 a -P
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'
�P�p rct G/S�
BEC• r
M RK R, P.L.S,.0
sb 10159 03/21/ 3 1015 a -P
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'
Clb
28.05'
1000.00'
14.02'
1°36'25"
S 23°18'25" E
28.05'
C2
76.24'
40.00'
56.28'
1 109°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'
C3a
15.10'
20.00'
7.93'
43°15'17"
N 22°49'31" 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'
192.50'
38.21'
22°27'20"
S 02°38'57" W
74.96'
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'
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°58'01"
N 44°37'42" W
7.10'
�P�p rct G/S�
BEC• r
M RK R, P.L.S,.0
sb 10159 03/21/ 3 1015 a -P
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
BEARING
CHORD
CRl
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'
125.00'
65.69'
55°26'44"
N 82°14'39" W
116.30'
CR2
190.32'
200.00'
103.05'
54°31'17"
S 27°15'39" E
183.22'
CR3
177.00'
223.00'
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'
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'
CR5
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'
11°15'40"
N 48°53'27" W
29.43'
CRIS
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'
CR6b
69.88'
75.00'
37.71'
53°23'16"
S 45°20'47" W
67.38'
CR6c
27.94'
75.00'
1 14.13'
21°20'35"
S 07°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'
CR9a57.05'
428.50'
28.57'
7°37'41"
S 13°32'04" E
57.01'
CR9;
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
27.47'
CR20
31.52'
115.00'
15.86' 115°42'20"
S 04°29'50"
.42'
�P�p rct G/S�
BEC• r
M RK R, P.L.S,.0
sb 10159 03/21/ 3 1015 a -P
PUBLIC PEDESTRIAN EASEMENT
GRANT OF EASEMENTS SURVEY OF.
BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT- SECOND AMENDMENT
3 LOT 1A, FINAL SUBDIVISION PLAT LOT 1A, BURLINGAME RANCH, LOT 1 PARCEL 2, PARK TRUST EXEMPTION MAP
2
POINT OF COMMENCEMENT A PARCEL OF LAND SITUATED IN SECTION 2 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
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\ W 1/4 CORNER SEC 2 ,
FOUND 19546LMBRASS CAP CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 1 OF 3
CERTIFICATES, DEDICATION, PUBLIC PEDESTRIAN EASEMENT
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SHEET INDEX
1) CERTIFICATES, DEDICATION, PUBLIC PEDESTRIAN EASEMENT
2) DEFINITION OF AVLT CONSERVATION EASEMENT IN GROSS
3) SLOPE MAINTENANCE & GRADING EASEMENT, JOINT HOLY CROSS ELECTRIC & UTILITY EASEMENT AND STORM OUTFALL EASEMENT
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N CERTIFICATE OF CONSERVATION EASEMENT IN GROSS ACCEPTENCE
m THAT ASPEN VALLEY LAND TRUST, BEING THE BENIFICARY OF THE CONSERVATION EASEMENT IN GROSS DETAILED AND
twin I \ 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
01 RECORDED AS RECEPTION NUMBER 558008 OF THE PITKIN COUNTY RECEORDS.
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m I \ \ EXECUTED THISDAY OF L V) -2013
\ GRANTEE: ASPEN VALLEY LAND TRUST, A COLORADO NONPROFIT CORPORATION
BY: Z/- ^� E
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CENTERLINE 4' WIDE MAR A COCHRAN, ITS EXECUTIVE DIRECTOR DATE
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PEDESTRIAN EASEMENT
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CPS Cp THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OFen
2013 BY MARTHA
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PUBLIC PEDESTRIAN EASEMENT SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN; SAID
ALSO SITUATEDR A PORTION OF LOT IA, RANCH THE INALPARCEL
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SAID LOT 1A, BURLINGAME RANCH AND SAID LOT 1, PARK TRUST: BEGINNING AT A POINT WHENCE THE WEST QUARTER CORNER OF
SECTIONA DISTANCE OF 855.68 FEET ALL BEARINGS HEREIN BEING TO A OF
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FOLLOWING FORTY-ONE (41) COURSES:
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8) 59.60 FEET THE RIGHT HAVING A RADIUS 103.79 FEET AND A CENTRAL ANGLE OF 32"54'12",
N01T38'52"W. HE ARC OA CURVE F
N.34°21'45"W., A DISTANCE OF 32.05 FEET;
FCEROF (i O,RgNc e ` REC #515997
BEARING
1)
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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",
N
N18"34'13"W
CHORD BEARS N.26'27'59"W., A DISTANCE OF 38.05 FEET;
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3) N.18'34'13"W., A DISTANCE OF 47.79 FEET;
Vis,
N19"29'06"W
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
14"28'53", CHORD BEARS N.11'19'47"W., A DISTANCE OF 24.83 FEET TO A POINT OF REVERSE CURVE
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15"47'32"
F
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38.05'
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",
0
98.50'
CHORD BEARS N.09"42'52"W., A DISTANCE OF 19.90 FEET TO A POINT OF REVERSE CURVE
14"28'53"
N 11"19'47" W
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",
CP3
19.93'
CHORD BEARS N.11°32'38"W., A DISTANCE OF 32.90 FET TO A POINT OF REVERSE CURVE
10.00'
Dice
7) 18.34 CURVE ETHE LEFT HAVING A DIUS OF 101.50 FEET AND A CENTRAL ANGLE OF 10"21'05",
ONG THE ARC ON.12"55'25'
19.90'
Fq,�/�G
CHORD BEARS W.,A DISTANCEA OF 18 31 FEET TO A POINT OF REVERSE URVE
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16.49'
8) 59.60 FEET THE RIGHT HAVING A RADIUS 103.79 FEET AND A CENTRAL ANGLE OF 32"54'12",
N01T38'52"W. HE ARC OA CURVE F
N 11"32'38" W
32.90'
OF 58. 9 FEET TO A POINT OF REEF
REVERSE CURVE
CHORD BEARS ISTANCEO
A
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101.50'
9) 30.76 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 51.50 FET AND CENTRAL ANGLE OF 34"13'16",
CHORD BEARS N 02'18'24"W A DISTANCE OF 30 30 FEET' TO A POINT OF REVERSE CURVE
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10) 67.75 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 137.41 FEET AND A CENTRAL ANGLE OF 28'14'53",
CHORD BEARS 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 29'58'29",
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 FET 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
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 FET
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.04'20'06"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 FEETTO 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 FET 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 TO A POINT OF REVERSE CURVE
28) 59.87 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2,070.75 FET AND A CENTRAL ANGLE OF 01'39'24",
CHORD BEARS N.18°16'50"W., A DISTANCE OF 59.87 FET 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
31) 61.71 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 212.71 FEET AND A CENTRAL ANGLE OF 16'37'20",
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
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.12'47'56"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",
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",
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 A CENTRAL 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",
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
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
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",
CHORD BEARS N.43'59'21"W., A DISTANCE OF 2.56 FEET
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
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",
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",
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.
THE EXTENTS OF SAID EASEMENT PERIMETER LINES TO BE EXTENDED OR TRIMMED TO THE BOUNDARY LINES AT WHICH SAID EASEMENT
BEGINS AND TERMINATES.
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.
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CERTIFICATE OF OWNERSHIP AND DEDICATION
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 TRAIL/SIDEWALK LOCATIONS.
2. DOES HEREBY GRANT TO THE CITY OF ASPEN AND THE BURLINGAME RANCH II 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 THEREWITH ON THE "JOINT HOLY CROSS
ELECTRIC AND UTILITY EASEMENT" SHOWN AND DEPICTED HEREON.
4. DOES HEREBY GRANT TO THE BURLINGAME RANCH II 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 FULLFILLTHE REQUIREMENT OUTLINED IN
THE CORRECTION DEED OF CONSERVATION EASEMENT IN GROSS RECORDED AS RECEPTION NUMBER 558008 OF THE PITKIN
COUNTY RECEORDS.
EXECUTED THIS DAY OF 12013
OWNER: CITY OF ASPEN
MICHAEL C. IRELAND, MAYOR
ATTEST:
KATHRYN S. KOCH, CITY CLERK
STATE OF COLORADO )
DATE
) SS
COUNTY OF PITKIN )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
MICHAEL C. IRELAND AS MAYOR, CITY OF ASPEN.
WITNESS MY HAND AND OFFICIAL SEAL:
MY COMMISSION EXPIRES:
NOTARY PUBLIC
MY ADDRESS IS:
DAY OF 2013 BY
TRACT B
BURLINGAME RANCH AFFORDABLE
HOUSING SUBDIVISION
FILING No. I
PLAT BOOK 78 AT PAGE 43
cels
GRAPHIC SCALE
60 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
240
LINE TABLE
LINE
BEARING
LENGTH
LP1
N34"21'45"W
32.05'
LP2
N18"34'13"W
47.79'
LP3
N04"06'50"E
127.66'
LP4
N19"29'06"W
47.61'
SURVEY NOTES
1) DATE OF FIELDWORK: APRIL - MAY 2003, MARCH 2005, MAY, JULY - AUGUST, OCTOBER - DECEMBER 2008, APRIL - MAY 2009, SEPTEMBER 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 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 SUPPLEMENTTO 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 SUPPLEMENTTO
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, THE FINAL PLAT OF
B L NGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT RECORDED
\ 9-/3 2013 AS RECEPTION NO._'�_R!9!4_--,(,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 \
N18'12'OS" W
484. \
TO -- 43� NW CORNER SEC 2 FOUND 1973 BRASS
CP23 - CAP IN CONC LS #9184
THOSE PORTIO 25
DEDICATED By NS OF PEDEST
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AFFORDABLEHE FINAL PLAT OF BUR 2P 6 ------
NoPLAHOUSING FILING MNGAME RANCH
IN T
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SECOND • 1 FINAL SUgp►V S pN \
AMENDMENT AND `\ S D�19"
RECEPTION NO. RECO CPZg IVZ
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6g 96 \
CP29 CP30 CjO3z �
CP31
34
CENTERLINE 4' 2 3 / 35
SURVEYOR'S CERTIFICATE WIDE
EM PEDESTRIAN /
I, MARK S. BECKLER, DO HEREBY STATE T IS SURVEY WAS PREPARED BY SOPRIS ENGINERRING, LLC FOR �� c
THE CITY 9FASPEN 73_.;�'0.
THAT IT IS O N TO THE BEST OF MY BELIEF AND KNOWLEDGE.
DATED iv Q sit
6E'�
23643(40
MARK
'
MARK S. B KLER, S. �Av'�. Cb (0*
% - * '� 7
CLERK AND RECORDER'S ACCEPTANCE �• i° p3
THIS GRANT OF EASMENTS SURVEY OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND "'n
AMENDMENT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO AT POINT OF TERMINUS CP398
O'CLOCK _.M., THIS DAY OF 12013, IN PLAT BOOK , AT PAGE , RECEPTION NO. ��� 1 ` CP40
PITKIN COUNTY CLERK AND RECORDER
sb 10159 04/03/13 10159/PLAT PH2/10159-Plat-PH2.DWG
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'
CPS
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"
N 05"17'35" W
67.06'
CP9
118.92'
289.80'
60.31'
23'30'38"
N 20°35'10" E
118.08'
C1310
70.36'
134.48'
36.00'
29'58'29"
N 47°19'44" E
69.56'
CP11
63.64'
66.50'
34.49'
54'49'49"
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'
1 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'
1 838.68'
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
1_7.68'
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 04'01'41" 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'
1 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'
1) DATE OF FIELDWORK: APRIL - MAY 2003, MARCH 2005, MAY, JULY - AUGUST, OCTOBER - DECEMBER 2008, APRIL - MAY 2009, SEPTEMBER 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 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 SUPPLEMENTTO 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 SUPPLEMENTTO
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, THE FINAL PLAT OF
B L NGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND AMENDMENT RECORDED
\ 9-/3 2013 AS RECEPTION NO._'�_R!9!4_--,(,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 \
N18'12'OS" W
484. \
TO -- 43� NW CORNER SEC 2 FOUND 1973 BRASS
CP23 - CAP IN CONC LS #9184
THOSE PORTIO 25
DEDICATED By NS OF PEDEST
RIgN EAS
AFFORDABLEHE FINAL PLAT OF BUR 2P 6 ------
NoPLAHOUSING FILING MNGAME RANCH
IN T
TRACT B _
SECOND • 1 FINAL SUgp►V S pN \
AMENDMENT AND `\ S D�19"
RECEPTION NO. RECO CPZg IVZ
RDED qS �
6g 96 \
CP29 CP30 CjO3z �
CP31
34
CENTERLINE 4' 2 3 / 35
SURVEYOR'S CERTIFICATE WIDE
EM PEDESTRIAN /
I, MARK S. BECKLER, DO HEREBY STATE T IS SURVEY WAS PREPARED BY SOPRIS ENGINERRING, LLC FOR �� c
THE CITY 9FASPEN 73_.;�'0.
THAT IT IS O N TO THE BEST OF MY BELIEF AND KNOWLEDGE.
DATED iv Q sit
6E'�
23643(40
MARK
'
MARK S. B KLER, S. �Av'�. Cb (0*
% - * '� 7
CLERK AND RECORDER'S ACCEPTANCE �• i° p3
THIS GRANT OF EASMENTS SURVEY OF BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT -SECOND "'n
AMENDMENT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO AT POINT OF TERMINUS CP398
O'CLOCK _.M., THIS DAY OF 12013, IN PLAT BOOK , AT PAGE , RECEPTION NO. ��� 1 ` CP40
PITKIN COUNTY CLERK AND RECORDER
sb 10159 04/03/13 10159/PLAT PH2/10159-Plat-PH2.DWG
79.80'
C ` GRANT OF EASEMENTS SURVEY OF:
2 7��
to BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. 1 FINAL SUBDIVISION PLAT- SECOND AMENDMENT
�
i
- - 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.
DESCRIPTION OF CONSERVATION EASEMENT IN GROSS \ \�1j AREA INCLUDED IN AVLT
\ CONSERVATION EASEMENT IN GROSS.
DIVISION ACCORDING TO Sp DEFINED BY THIS INSTRUMENT
LOT 1A, FINAL PLAT OF LOT 1A BURLINGAME RANCH SUB ,
THE PLAT RECORDED OCTOBER 10, 2005 IN PLAT BOOK 75 AT PAGE 46 UNDER
RECEPTION NO. 515997 Sly
[a) SOUTH AREA
AND 4I60S, \ .
.G 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:
[3] NORTH AREA
A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST
OF THE 6TH PRINCIPAL MERIDIAN; SAID PARCEL OF LAND 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 AND A PORTION OF LOT
1A, BURLINGAME RANCH SUBDIVISION ACCORDING TO THE FINAL SUBDIVISION
PLAT OF LOT 1A, BURLINGAME RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION
NO. 515997, BOTH OF THE PITKIN COUNTY RECORDS; SAID PARCEL OF LAND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1,
PARCEL 2, PARK TRUST AND BURLINGAME RANCH AFFORDABLE HOUSING
SUBDIVISION, ACCORDING TO THE FIRST AMENDMENT THEREOF RECORDED APRIL
11, 2005 AS RECEPTION NO. 522859, WHENCE THE NORTHWEST CORNER OF SAID
SECTION 2 BEARS N.39'25'07"W., A DISTANCE OF 839.17 FEET (WITH ALL BEARINGS
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
SECTION 2); THENCE THE FOLLOWING SIXTEEN (16) COURSES:
1) 5.22'56'10"E., 53.92 FEET;
2) 5.05'41'50"E., 37.97 FEET;
3) 5.08'48'42"W., 23.50 FEET;
4) 5.48'06'39"E., 22.86 FEET;
5) S.37°29'24"E., 23.09 FEET;
6) N.88°20'52"E., 23.60 FEET;
7) S.82°59'34"E., 14.47 FEET;
8) S.24°16'44"E., 46.42 FEET;
9) S.35'06'34"E., 43.42 FEET;
10) 5.20'13'20"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
RECEPTION No. 506248 OF THE PITKIN COUNTY RECORDS;
THENCE ALONG SAID COMMON BOUNDARY LINE S.04'08'52"W., A DISTANCE OF
19.89 FEET TO A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID
CONSERVATION PARCEL C AND BURLINGAME RANCH AFFORDABLE HOUSING
SUBDIVISION, ACCORDING TO THE SAID FIRST AMENDMENT THEREOF; THENCE
ALONG SAID COMMON BOUNDARY LINE BETWEEN SAID LOT 1, PARCEL 2, PARK
TRUST EXEMPTION AND SAID BURLINGAME RANCH AFFORDABLE HOUSING
SUBDIVISION THE FOLLOWING SEVEN (7) COURSES:
1) N.27'41'19"W., 17.40 FEET;
2) N.20°30'32"W., 50.20 FEET;
3) N.35°09'29"W., 43.07 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
40.00 FEET and a central angle of 109'11'58", chord bears N.65'07'45"W.,
65.21 FEET,
6) N.10'32'00"W., 45.00 FEET;
7) N.05°31'10"E., 32.00 FEET;
8) N.21°18'17"W., 44.53 FEET;
9) N.07'11'09"W., 9.52 FEET to the POINT OF BEGINNING.
CONTAINING 3,299 SQUARE FEET OR 0.076 ACRES, MORE OR LESS.
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.
1) N.47"19'02"W., 58.30 FEET;
2) N.63'31'43"W., 37.01 FEET;
3) N.32°57'04"W., 28.62 FEET;
4) N.03'49'29"W., 57.21 FEET;
5) N.44"01'29"W., 34.45 FEET;
6) N.01'29'44"E., 65.10 FEET;
7) N.24"26'33"W., 45.02 FEET;
8) N.07"24'27"W., 65.00 FEET;
9) N.02"52'59"W., 92.03 FEET;
10) N.01'05'50"W., 93.91 FEET;
11) N.13"29'14"E., 46.27 FEET;
12) N.18'30'47"E., 51.25 FEET;
13) N.38"33'07"E., 44.21 FEET;
14) N.52"09'50"E., 40.44 FEET;
15) N.37'29'25"E., 51.00 FEET;
16) N.16'25'17"E., 55.15 FEET,
17) N.05'18'35"E., 211.74 FEET;
18) N.03'58'53"E., 159.10 FEET;
19) N.10'02'39"W., 66.42 FEET;
20) N.12'15'27"W., 79.46 FEET;
21) N.24'17'49"W., 51.02 FEET;
22) N.17'46'51"W., 242.75 FEET;
23) N.10'51'59"W., 77.99 FEET;
24) N.35'19'21"W., 15.54 FEET;
25) N.15'59'07"W., 94.06 FEET;
26) N.03'58'21"E., 55.94 FEET;
27) N.24'08'39"W., 36.05 FEET,
28) N.18°20'17"W., 25.19 FEET,
29) N.00'24'43"E., 27.35 FEET;
30) N.24"19'20"E., 56.94 FEET;
31) N.33"50'33"E., 28.09 FEET;
32) N.07"43'35"E., 33.79 FEET;
33) N.31"57'52"E., 49.10 FEET;
34) N.25"20'39"E., 32.71 FEET;
35) N.09"42'31"E., 31.73 FEET;
36) N.01'33'12"W., 31.29 FEET;
37) N.74'35'21"E., 25.89 FEET;
38) S.41"18'02"E., 36.96 FEET;
39) S.83"42'01"E., 23.34 FEET;
40) S.53"14'06"E., 81.31 FEET;
41) S.59°53'26"E., 49.11 FEET;
42) S.77"52'34"E., 37.47 FEET;
43) S.50'41'06"E., 106.44 FEET;
44) S.45"16'36"E., 36.67 FEET;
45) S.69'35'40"E., 28.31 FEET;
46) S.43'43'05"E., 34.90 FEET;
47) 5.52'26'43"E., 33.03 FEET;
48) 5.58'08'19"E., 43.53 FEET;
49) S.28'48'00"E., 65.76 FEET,
50) S.21'31'35"E., 40.42 FEET;
51) 5.19'02'18"E., 73.28 FEET TO A
POINT ON THE COMMON
BOUNDARY LINE BETWEEN SAID
LOT 1, PARCEL 2, PARK TRUST
EXEMPTION AND SAID
BURLINGAME RANCH
AFFORDABLE HOUSING
SUBDIVISION;
THENCE ALONG SAID COMMON BOUNDARY LINE THE FOLLOWING THE FOLLOWING
NINE (9) COURSES:
1) 179.45 FEET along the arc of a non -tangent curve to the left having a radius of
1000.00 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) 5.38'35'29"W., 111.10 FEET;
6) 5.26'27'02"W., 124.14 FEET;
7) 5.05'07'19"E., 164.96 FEET;
8) 5.18'12'05"E., 484.43 FEET;
9) 5.08'51'05"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) 5.08'51'05"E., 119.46 FEET;
2) S.04'46'29"W., 416.05 FEET,
3) S.34'25'37"W., 204.32 FEET,
4) 5.00'13'53"W., 231.68 FEET,
5) 5.22'29'54"E., 318.38 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 63,852 SQUARE FEET OR 1.466 ACRES, MORE OR LESS.
POINT OF BEGINNING, SOUTH AREA
J'
CITY OF
ASPEN, COUNTY OF PITKIN,
STATE OF COLORADO
LA1
N47"19'02"W
58.30'
LA2
SHEET 2 OF 3
37.01'
LA3
N32"57'04"W
28.62'
LA4
DEFINITION OF AVLT CONSERVATION EASEMENT IN GROSS
57.21'
LA5
N44'01'29"W
34.45'
LA6
N01'29'44"E
65.10'
LA7
N24"26'33"W
45.02'
LAB
N07"24'27"W
65.00'
S22"29'54"E 398.18'
\
92.03'
LA10
N01"05'50"W
93.91'
LA11
N13"29'14"E
46.27'
LA12
N18"30'47"E
51.25'
LA13
�\ /_49�\
44.21'
LA14
N52"09'50"E
40.44'
LA15
N37"29'25"E
51.00'
LA16
N16"25'17"E
55.15'
LA17
Spp, "aw23I68,
211.74'
LA18
NO3'58'53"E
159.10'
LA19
1
q10
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
BURLINGAME RANCH AFFORDABL
\
LA28
N18'20'17"W
25.19'
LA29
HOUSING SUBDIVISION
\
LA30
N24'19'20"E
56.94'
LA31
FIRST AMENDMENT
REC. NO. 522859
��91 AREA NOT INCLUDED IN AVLT
CONSERVATION EASEMENT IN
LA32
N07'43'35"E
33.79'
LA33
N31'57'52"E
GROSS
O
�
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'
LOT 1A
FINAL SUBDIVISION PLAT
S41'18'02"E
36.96'
GRAPHIC SCALE
S83'42'01"E
23.34'
LOT 1A, BURLINGAME RANCH
CITY OF ASPEN
S53'14'06"E
81.31'
60 0 30 60 120
240
ap
REC #515997 \
577'52'34"E
37.47'
LA43
550'41'06"E
106.44'
LA44
545'16'36"E
36.67'
LA45
569'35'40"E
28.31'
LA46
( IN FEET)
34.90'
LA47
S52'26'43"E
33.03'
LA48
1 inch = 60 ft.
43.53'
\mss
528'48'00"E
N04°4
LA50
521'31'35"E
40.42'
LA51
519'02'18"E
I 16"
FZ63S
LA52
522'56'10"E
53.92'
\
•Cg16
505'41'50"E
\ � 66,8
LA54
S08°48'42"W
23.50'
\
S48'06'39"E
\ �'qS/S �F
LA56
S37'29'24"E
23.09'
LA57
N88'20'52"E
23.60'
LA58
582'59'34"E
14.47'
LA59
524'16'44"E
46.42'
LA60
535'06'34"E
43.42'
LA61
520'13'20"E
50.36'
DESCRIPTION OF CONSERVATION EASEMENT IN GROSS \ \�1j AREA INCLUDED IN AVLT
\ CONSERVATION EASEMENT IN GROSS.
DIVISION ACCORDING TO Sp DEFINED BY THIS INSTRUMENT
LOT 1A, FINAL PLAT OF LOT 1A BURLINGAME RANCH SUB ,
THE PLAT RECORDED OCTOBER 10, 2005 IN PLAT BOOK 75 AT PAGE 46 UNDER
RECEPTION NO. 515997 Sly
[a) SOUTH AREA
AND 4I60S, \ .
.G 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:
[3] NORTH AREA
A PARCEL OF LAND SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST
OF THE 6TH PRINCIPAL MERIDIAN; SAID PARCEL OF LAND 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 AND A PORTION OF LOT
1A, BURLINGAME RANCH SUBDIVISION ACCORDING TO THE FINAL SUBDIVISION
PLAT OF LOT 1A, BURLINGAME RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION
NO. 515997, BOTH OF THE PITKIN COUNTY RECORDS; SAID PARCEL OF LAND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1,
PARCEL 2, PARK TRUST AND BURLINGAME RANCH AFFORDABLE HOUSING
SUBDIVISION, ACCORDING TO THE FIRST AMENDMENT THEREOF RECORDED APRIL
11, 2005 AS RECEPTION NO. 522859, WHENCE THE NORTHWEST CORNER OF SAID
SECTION 2 BEARS N.39'25'07"W., A DISTANCE OF 839.17 FEET (WITH ALL BEARINGS
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
SECTION 2); THENCE THE FOLLOWING SIXTEEN (16) COURSES:
1) 5.22'56'10"E., 53.92 FEET;
2) 5.05'41'50"E., 37.97 FEET;
3) 5.08'48'42"W., 23.50 FEET;
4) 5.48'06'39"E., 22.86 FEET;
5) S.37°29'24"E., 23.09 FEET;
6) N.88°20'52"E., 23.60 FEET;
7) S.82°59'34"E., 14.47 FEET;
8) S.24°16'44"E., 46.42 FEET;
9) S.35'06'34"E., 43.42 FEET;
10) 5.20'13'20"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
RECEPTION No. 506248 OF THE PITKIN COUNTY RECORDS;
THENCE ALONG SAID COMMON BOUNDARY LINE S.04'08'52"W., A DISTANCE OF
19.89 FEET TO A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID
CONSERVATION PARCEL C AND BURLINGAME RANCH AFFORDABLE HOUSING
SUBDIVISION, ACCORDING TO THE SAID FIRST AMENDMENT THEREOF; THENCE
ALONG SAID COMMON BOUNDARY LINE BETWEEN SAID LOT 1, PARCEL 2, PARK
TRUST EXEMPTION AND SAID BURLINGAME RANCH AFFORDABLE HOUSING
SUBDIVISION THE FOLLOWING SEVEN (7) COURSES:
1) N.27'41'19"W., 17.40 FEET;
2) N.20°30'32"W., 50.20 FEET;
3) N.35°09'29"W., 43.07 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
40.00 FEET and a central angle of 109'11'58", chord bears N.65'07'45"W.,
65.21 FEET,
6) N.10'32'00"W., 45.00 FEET;
7) N.05°31'10"E., 32.00 FEET;
8) N.21°18'17"W., 44.53 FEET;
9) N.07'11'09"W., 9.52 FEET to the POINT OF BEGINNING.
CONTAINING 3,299 SQUARE FEET OR 0.076 ACRES, MORE OR LESS.
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.
1) N.47"19'02"W., 58.30 FEET;
2) N.63'31'43"W., 37.01 FEET;
3) N.32°57'04"W., 28.62 FEET;
4) N.03'49'29"W., 57.21 FEET;
5) N.44"01'29"W., 34.45 FEET;
6) N.01'29'44"E., 65.10 FEET;
7) N.24"26'33"W., 45.02 FEET;
8) N.07"24'27"W., 65.00 FEET;
9) N.02"52'59"W., 92.03 FEET;
10) N.01'05'50"W., 93.91 FEET;
11) N.13"29'14"E., 46.27 FEET;
12) N.18'30'47"E., 51.25 FEET;
13) N.38"33'07"E., 44.21 FEET;
14) N.52"09'50"E., 40.44 FEET;
15) N.37'29'25"E., 51.00 FEET;
16) N.16'25'17"E., 55.15 FEET,
17) N.05'18'35"E., 211.74 FEET;
18) N.03'58'53"E., 159.10 FEET;
19) N.10'02'39"W., 66.42 FEET;
20) N.12'15'27"W., 79.46 FEET;
21) N.24'17'49"W., 51.02 FEET;
22) N.17'46'51"W., 242.75 FEET;
23) N.10'51'59"W., 77.99 FEET;
24) N.35'19'21"W., 15.54 FEET;
25) N.15'59'07"W., 94.06 FEET;
26) N.03'58'21"E., 55.94 FEET;
27) N.24'08'39"W., 36.05 FEET,
28) N.18°20'17"W., 25.19 FEET,
29) N.00'24'43"E., 27.35 FEET;
30) N.24"19'20"E., 56.94 FEET;
31) N.33"50'33"E., 28.09 FEET;
32) N.07"43'35"E., 33.79 FEET;
33) N.31"57'52"E., 49.10 FEET;
34) N.25"20'39"E., 32.71 FEET;
35) N.09"42'31"E., 31.73 FEET;
36) N.01'33'12"W., 31.29 FEET;
37) N.74'35'21"E., 25.89 FEET;
38) S.41"18'02"E., 36.96 FEET;
39) S.83"42'01"E., 23.34 FEET;
40) S.53"14'06"E., 81.31 FEET;
41) S.59°53'26"E., 49.11 FEET;
42) S.77"52'34"E., 37.47 FEET;
43) S.50'41'06"E., 106.44 FEET;
44) S.45"16'36"E., 36.67 FEET;
45) S.69'35'40"E., 28.31 FEET;
46) S.43'43'05"E., 34.90 FEET;
47) 5.52'26'43"E., 33.03 FEET;
48) 5.58'08'19"E., 43.53 FEET;
49) S.28'48'00"E., 65.76 FEET,
50) S.21'31'35"E., 40.42 FEET;
51) 5.19'02'18"E., 73.28 FEET TO A
POINT ON THE COMMON
BOUNDARY LINE BETWEEN SAID
LOT 1, PARCEL 2, PARK TRUST
EXEMPTION AND SAID
BURLINGAME RANCH
AFFORDABLE HOUSING
SUBDIVISION;
THENCE ALONG SAID COMMON BOUNDARY LINE THE FOLLOWING THE FOLLOWING
NINE (9) COURSES:
1) 179.45 FEET along the arc of a non -tangent curve to the left having a radius of
1000.00 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) 5.38'35'29"W., 111.10 FEET;
6) 5.26'27'02"W., 124.14 FEET;
7) 5.05'07'19"E., 164.96 FEET;
8) 5.18'12'05"E., 484.43 FEET;
9) 5.08'51'05"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) 5.08'51'05"E., 119.46 FEET;
2) S.04'46'29"W., 416.05 FEET,
3) S.34'25'37"W., 204.32 FEET,
4) 5.00'13'53"W., 231.68 FEET,
5) 5.22'29'54"E., 318.38 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 63,852 SQUARE FEET OR 1.466 ACRES, MORE OR LESS.
631852 F +/-
1.466 AC.
BURLINGAME RANCH AFFORDABLE `
HOUSING SUBDIVISION
FIRST AMENDMENT �L4jg
REC. NO. 522859
Sp8S�94g�9 _ \
LINE TABLE
J'
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'
LAB
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
27.35'
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
S83'42'01"E
23.34'
LA40
S53'14'06"E
81.31'
LA41
S59'53'26"E
49.11'
LA42
577'52'34"E
37.47'
LA43
550'41'06"E
106.44'
LA44
545'16'36"E
36.67'
LA45
569'35'40"E
28.31'
LA46
S43'43'05"E
34.90'
LA47
S52'26'43"E
33.03'
LA48
S58'08'19"E
43.53'
LA49
528'48'00"E
65.76'
LA50
521'31'35"E
40.42'
LA51
519'02'18"E
73.28'
LA52
522'56'10"E
53.92'
LA53
505'41'50"E
37.97'
LA54
S08°48'42"W
23.50'
LA55
S48'06'39"E
22.86'
LA56
S37'29'24"E
23.09'
LA57
N88'20'52"E
23.60'
LA58
582'59'34"E
14.47'
LA59
524'16'44"E
46.42'
LA60
535'06'34"E
43.42'
LA61
520'13'20"E
50.36'
631852 F +/-
1.466 AC.
BURLINGAME RANCH AFFORDABLE `
HOUSING SUBDIVISION
FIRST AMENDMENT �L4jg
REC. NO. 522859
Sp8S�94g�9 _ \
SOPRIS ENGINEERING - LLC
L9
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
;1 -
60' WIDE PUBLIC
STAGE ROAD "PU
OVERVIE\&
SCALE 1"=4C
S
ASEMENT AREA
LOT 1
PARCEL 2, PARK TRUST
EXEMPTION MAP
CITY OF ASPEN
RECEPTION No. 515995
Lg20
LA21
- - � LA22 \ �
AREA NOT INCLUDED IN AVLT
CONSERVATION EASEMENT IN
S18 -12'05"E4
18" �
12'05"E48q.43' - -G-,NW CORNER SEC 2 FOUND 1973 BRASS
- ' X23 GROSS \ \ CAP IN CONC LS #9184
L425
SpS o'1g'F� LA27� L428���9
6496 \ 3 4
2 35
cj
0 �1
1 `
�A.
LINE TABLE
J'
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
N27'41'19"W
17.40'
L9
S49'28'29"W
0.15'
L10
S42°16'16"W
50.10'
L11
528'40'37"W
15.38'
L12
S81°25'21"W
58.67'
L13
524'24'21"W
19.14'
L14
501'59'21"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
547'20'56"E
44.32'
L20
S30'52'02"W
11.45'
L21
S13'14'26"E
34.75'
L22
578'19'26"W
11.33'
L23a
511'40'34"E
54.00'
L23b
511'40'34"E
50.00'
L24
N78°19'26"E
0.41'
L25
503'17'27"E
12.57'
L26
S26'02'41"W
72.53'
L27
N22'43'41"W
8.06'
SOPRIS ENGINEERING - LLC
L9
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
;1 -
60' WIDE PUBLIC
STAGE ROAD "PU
OVERVIE\&
SCALE 1"=4C
S
ASEMENT AREA
LOT 1
PARCEL 2, PARK TRUST
EXEMPTION MAP
CITY OF ASPEN
RECEPTION No. 515995
Lg20
LA21
- - � LA22 \ �
AREA NOT INCLUDED IN AVLT
CONSERVATION EASEMENT IN
S18 -12'05"E4
18" �
12'05"E48q.43' - -G-,NW CORNER SEC 2 FOUND 1973 BRASS
- ' X23 GROSS \ \ CAP IN CONC LS #9184
L425
SpS o'1g'F� LA27� L428���9
6496 \ 3 4
2 35
cj
0 �1
1 `
�A.
BURLINGAME RANCH AFFORDABLE a
HOUSING SUBDIVISION
FIRST AMENDMENT i�\J
REC. NO. 522859 i9 i 12 / / (� .,En G
SOUTH EAST AREA
3,299 SQ. FT. +/-
0.076 AC. +/-
L7 L6 _
A61 9 Lp,60
\ q3• / � p,0 /s
POINT OF BEGINNING ' psi ,
0 LA56e Sy �3 \\ NORTH AREA 4-g'�
.•
L5 Js �S3
Q� LA52
LA59 �� 9.52' 40.51 LAS� __0_____0 - Cl
1 LA50 _o- LA49 - �/
sb 10159 04/03/13 10159/PLAT PH2/10159-Plat-PH2.DWG
J'
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
21.29'
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 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
27.58'
206.69'
13.81'
7'38'45"
N 47'28'04" W
27.56'
BURLINGAME RANCH AFFORDABLE a
HOUSING SUBDIVISION
FIRST AMENDMENT i�\J
REC. NO. 522859 i9 i 12 / / (� .,En G
SOUTH EAST AREA
3,299 SQ. FT. +/-
0.076 AC. +/-
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POINT OF BEGINNING ' psi ,
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BURLINGAME RANCH AFFORDABLE
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HOUSING SUBDIVISION
SI
FIRST AMENDMENT
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REC. NO. 522859
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3 W 1/4 CORNER SEC 2
FOUND 1954 BLM BRASS CAP
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BURLINGAME RANCH AFFORDABLE a
HOUSING SUBDIVISION
FIRST AMENDMENT i�\J
REC. NO. 522859 i9 i 12 / / (� .,En G
SOUTH EAST AREA
3,299 SQ. FT. +/-
0.076 AC. +/-
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GRANT OF EASEMENTS SURVEY OF:
BURLINGAME RANCH AFFORDABLE HOUSING, FILING No. _
1 FINAL SUBDIVISION PLAT SECOND AMENDMENT
LOT 1A, FINAL SUBDIVISION PLAT LOT 1A BURLINGAME NGAM E RA
NCH
LOT 1 PARCEL 2 PARK TRUST EXEMPTION MAP
W1/4CORNERSEC2
FOUND 1954 BLM BRASS CAP A PARCEL OF LAND SITUATED IN SECTION,2, TOWNSHIP
IP 10 SOUTH RANGE 85 WEST
OF THE 6th P.M.
Q __ CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO � �C4 �
acs,.0 SHEET 3 OF 3
79.80' Cl /
10 �° \``!q�\ SLOPE MAINTENANCE & GRADING EASEMENT, JOINT HOLY CROSS ELECTRIC &
� A ` �
UTILITY EASEMENT AND STORM OUTFALL EASEMENT
\
S22°29'54"E 398.18'31838' Q JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT SOUTH
POINT OF BEGINNING, SLOPE MAINTENANCE AND GRADING EASEMENT SOUTH \ A JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT SITUATED IN SECTION 2, TOWNSHIP 10
_4C19 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
SLOPE MAINTENANCE AND GRADING EASEMENT SOUTH° THE PITKIN COUNTY RECORDS; SAID JOINT HOLY CROSS ELECTRIC AND UTILITY EASEMENT BEING
O�0
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A SLOPE MAINTENANCE AND GRADING EASEMENT SITUATED IN SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN; SAID 231.68 ` SIO � � SLOBEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1 AND
PE MAINTENANCE AND GRADING EASEMENT ALSO BEING A PORTION OF LOT 1A, BURLINGAME RANCH SUBDIVISION ACCORDING TO THE FINAL � BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, ACCORDING TO THE FIRST
SUBDIVISION PLAT OF LOT 1A, BURLINGAME RANCH RECORDED OCTOBER 10, 2005 AS RECEPTION N0.515997 AND A PORTION OF LOT 1, PARCEL 2, PARK \ � �
TRUST EXEMPTION, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 10, 2005 AS RECEPTION N0.515995, BOTH OF THE PITKIN COUNTY RECORDS; AMENDMENT THEREOF RECORDED APRIL 11, 2005 AS RECEPTION NO. 522859, WHENCE THE � ` � WEST QUARTER CORNER OF SAID SECTION 2 BEARS S37°35'45"W a distance of 2143.
SAID SLOPE MAINTENANCE AND GRADING EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 39 FEET
`c1,7 \ � (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N.04°41'16"E. FROM SAID WEST
BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1A AND, BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISIONACC, \ QUARTER CORNER OF SAID SECTION 2 LA THE NORTHWEST CORNER -4 SAID SECTION 2); THENCE
ORDING 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" A DISTA LEAVING SAID COMMON BOUNDARY LINE THE FOLLOWING THREE (3) COURSES:
W
. NCE OF 886.20 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N.04°41'16"E. FROM SAID BURLINGAME RANCH AFFORDABLE
WEST QUARTER CORNER OF SAID SECTION 2 TO THE NORTHWEST CORNER OF SAID SECTION 2); THENCE LEAVING SAID COMMON
1) S.22°56'10"E., 53.92 FEET;
FOLLOWING FORTY-EIGHT (48) COURSES:
BOUNDARY THE HOUSING SUBDIVISION
FIRSTAMENDMENT
2) S.05°41'50"E., 37.97 FEET
1) N.47°19'02"W., 58.30 FEET;
REC. NO. 522859
` � 3 ) S.20°58'58"W., 18.10 FEET TO A POINT ON SAID COMMON BOUNDARY LINE;
2) N.63°31'43"W., 37.01 FEET;
3)
r
` THENCE THE FOLLOWING FOUR (4) COURSES ALONG SAID COMMON BOUNDARY LINE:
\
N.32°57'04"W., 28.62 FEET;
4) N.03 °49'29"W., 57.21 FEET;
Q
LOT 1A 1) N.10°32'00"W., 21.93 FEET;
FINAL SUBDIVISION PLAT `
5) N.44°01'29"W., 34.45 FEET;
6 N.01°29'44"E.,
`'s b
LOT 1A, BURLINGAME RANCH 2) N.05°31'10"E., 32.00 FEET;
65.10 FEET;
`�'� I
3
CITY OF ASPEN � ) N.21°18'17"W., 44.53 FEET;
7) N.24°26'33"W., 45.02 FEET,
'�
REC #515997 4) N.07°11'09"W., 9.52 FEET to the POINT OF BEGINNING.
8) N.07°24'27"W., 65.00 FEET;
SLOPE MAINTENANCE AND GRADING EASEMENT NORTHy
N07°11'09"W
9 N.02°52'59"W., 92.03 FEET;
ue?
� CONTAINING 505 SQUARE FEET OR 0.012 ACRES, MORE OR LESS.
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
NO2°27'12"W
12) N.18°30'47"E., 51.25 FEET;
PORTION OF LOT 1, PARCEL 2, PARK TRUST EXEMPTION, ACCORDING TO THE PLAT THEREOF RECORDED
N74°35'21"E
13) N.38°33'07"E., 44.21 FEET;
OCTOBER 10, 2005 AS RECEPTION NO. 515995 OF THE PITKIN COUNTY RECORDS; SAID SLOPE MAINTENANCE
S41°18'02"E
14) N.52°09'50"E., 40.44 FEET;
AND GRADING EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
S59°53'26"E
15) N.37°29'25"E., 51.00 FEET;
LS14
N
16) N.16°25'17"E., 55.15 FEET;
BEGINNING AT A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1 AND BURLINGAME RANCH
S54°15'51"E
17) N.05°18'35"E., 211.74 FEET;
18)
AFFORDABLE HOUSING SUBDIVISION, ACCORDING TO THE FIRST AMENDMENT THEREOF RECORDED APRIL 11,
2005 AS RECEPTION
S48°53'53"E
N.03°58'53"E., 159.10 FEET;
NO. 522859, WHENCE THE WEST QUARTER CORNER OF SAID SECTION 2 BEARS
S.39°03'41"W.,
s 63566
19) N.10°02'39"W., 66.42 FEET;
20) N.12°15'27"W.,
A DISTANCE OF 2100.15 FEET (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF
N.04°41'16"E. FROM SAID WEST QUARTER CORNER
6 eqs/S
\Q
79.46 FEET,
OF SAID SECTION 2 TO THE NORTHWEST CORNER OF SAID
SECTION 2); THENCE
N59°34'09'W
21) N.24°17'49"W., 51.02 FEET;
LEAVING SAID COMMON BOUNDARY THE FOLLOWING TEN (10) COURSES:
\ o
F
\ ` BFgR�NG
22) N.17°46'51"W., 242.75 FEET;
LS21
N59°53'26"W
23) N.10°51'59"W., 77.99 FEET;
1) S.13°21'07"E.,9.82 FEET;
\
24) N.35 19'21"W., 15.54 FEET;
2) S.00°17'00"E.,20.78 FEET;
\
25) N.15°59'07"W., 94.06 FEET;
3) S.13°26'57"E.,13.12 FEET;
\
26) N.03°58'21"E., 55.94 FEET;
4) S.48°06'39"E.,22.86 FEET,
5) S.37°29'24"E.,23.09
N78°19'26"E
27) N.24°08'39"W., 36.05 FEET;
FEET,
S03°17'27"E
28) N.18°20'17"W., 25.19 FEET;
6) N•88°20'52"E.,23.60 FEET;
S26°02'41"W
29) N.00°24'43"E., 27.35 FEET;
7) S•82°59'34"E.,14.47 FEET;
8) S.24°16'44"E.,46.42
`
30) N.24°19'20"E., 56.94 FEET;
FEET;
52.14'
31) N.33°50'33"E., 28.09 FEET;
9) S.35°06'34"E.,43.42 FEET;
10°4553"
32) N.07°43'35"E., 33.79 FEET;
10) S.20°13'20"E.,50.36 FEET TO A POINT ON THE COMMON BOUNDARY LINE BETWEEN SAID LOT 1PARCEL 2
A `
33) N.31°57'52"E., 49.10 FEET;
,,
PARK TRUST EXEMPTION AND CONSERVATION PARCEL C, RED BUTTE RANCH SUBDIVISION RECORDED
1 `
6OS \
34) N.25°20'39"E., 32.71 FEET,
JANUARY 21, 2005 AS RECEPTION No. 506248 OF THE PITKIN COUNTY RECORDS;
0
35) N.09°42'31"E., 31.73 FEET;
36) N.38°52'01"E., 29.11 FEET;
THENCE ALONG SAID COMMON BOUNDARY LINE ., A DISTANCE OF FEET POINT ON
\
37) S.58°57'59"E., 25.15 FEET;
E RA
THE COMMON BOUNDARY LINE BETWEEN SAID CONSERVATION PARCEL C AND BURLINGAME RANCH
ONSE VATIO BURLINGAME
SLOPE MAINTENANCE AND GRADING EASEMENTS TH
\
38) S.86°38'26"E., 31.94 FEET;
AFFORDABLE HOUSING SUBDIVISION, ACCORDING TO THE SAID FIRST AMENDMENT THEREOF; THENCE ALONG
63,332 SQ. FT. +/-
39) S.53°14'06"E., 107.90 FEET;
SAID COMMON BOUNDARY LINE BETWEEN SAID LOT 1, PARCEL 2, PARK TRUST EXEMPTION AND SAID
�8 1.454 AC. +/-
40) S.80°46'52"E., 59.14 FEET;
BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION THE FOLLOWING SEVEN (7) COURSES:
`
41) S.47°38'52"E., 110.67 FEET;
1) N.27°41'19"W.,17.40 FEET;
S19°02'18"E
42) S.31°02'25"E., 24.23 FEET;
43) S.69°35'40"E., 42.77 FEET;
2) N.20°30'32"W.,50.20 FEET;\
3) N.35°09'29"W.,43.07
BURLINGAME RANCH AFFORDABLE
44) S.43°43'05"E., 48.06 FEET;
45) S.58°08'19"E.,
FEET;
4) N.25°20'41"W.,42.24 FEET;
HOUSING SUBDIVISION
FIRST AMENDMENT \ '0�
CCS
63.65 FEET;
46 S.28°48'00"E., 65.76 FEET;
5) 76.24 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 40.00 FEET
AND A CENTRAL ANGLE
REC. NO. 522859
47) 5.21°31'35"E., 40.42 FEET;
OF 109°11'58", CHORD BEARS N.65°07'45"W., 65.21 FEET;
61 N 10°32'00"W 45 00 FEET•
SO8S946'
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;
2) S.04°46'29"W., 416.05 FEET;
3) S.34°25'37"W., 204.32 FEET;
4) S.00°13'53"W., 231.68 FEET;
5) S.22°29'54"E., 318.38 FEET TO THE POINT OF BEGINNING.
SAID EASEMENT CONTAINING 63,332 SQUARE FEET OR 1.454 ACRES, MORE OR
LESS.
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.
3 W 1/4 CORNER SEC 2
2'�� FOUND 1954 BLM BRASS CAP
/
/
/
r \\
W 1/4 CORNER SEC 2
FOUND 1954 BLM BRASS CAP
3
2
c2`9\Q
\ LS9
POINT OF BEGINNING JOINT HOLY CROSS \ \
ELECTRIC AND UTILITY EASEMENT NORTH
GRANTED BY THIS INSTRUMENT \ /N
�I 16117 2
DETAIL A
POINT OF BEGINNING JOINT HOLY CROSS
ELECTRIC AND UTILITY EASEMENT
�S LS7
LS1 \ POINT OF BEGINNING JOINT HOLY CROSS
` LS6 ELECTRIC AND UTILITY EASEMENT SOUTH
_ GRANTED BY THIS INSTRUMENT
-S18 '
LS17
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
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
65.00'
LINE
BEARING
LENGTH
LSI
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.
3 W 1/4 CORNER SEC 2
2'�� FOUND 1954 BLM BRASS CAP
/
/
/
r \\
W 1/4 CORNER SEC 2
FOUND 1954 BLM BRASS CAP
3
2
c2`9\Q
\ LS9
POINT OF BEGINNING JOINT HOLY CROSS \ \
ELECTRIC AND UTILITY EASEMENT NORTH
GRANTED BY THIS INSTRUMENT \ /N
�I 16117 2
DETAIL A
POINT OF BEGINNING JOINT HOLY CROSS
ELECTRIC AND UTILITY EASEMENT
�S LS7
LS1 \ POINT OF BEGINNING JOINT HOLY CROSS
` LS6 ELECTRIC AND UTILITY EASEMENT SOUTH
_ GRANTED BY THIS INSTRUMENT
-S18 '
LS17
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
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
LOT 1
PARCEL 2, PARK TRUST `
EXEMPTION MAP
CITY OF ASPEN ` \
RECEPTION No. 515995
_o- LC21
�---C22
S18°12' ,, _ _
05 E 48443' O
LC23 NW CORNER SEC 2 FOUND 1973 BRASS
C2 CAP IN CONC LS #9184
G �\
SOS �)Z9 ip_ LC27- 'e, 8 \
FI6496, \9O \ `
LINE TABLE
65.00'
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'
LOT 1
PARCEL 2, PARK TRUST `
EXEMPTION MAP
CITY OF ASPEN ` \
RECEPTION No. 515995
_o- LC21
�---C22
S18°12' ,, _ _
05 E 48443' O
LC23 NW CORNER SEC 2 FOUND 1973 BRASS
C2 CAP IN CONC LS #9184
G �\
SOS �)Z9 ip_ LC27- 'e, 8 \
FI6496, \9O \ `
LINE TABLE
65.00'
CURVE TABLE
BEARING
LENGTH
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"
N 11°44'29" W
1.69'
C2b
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°4553"
N 45°54'28" W
52.06'
C10
27.58'
206.69'
13.81'
7°38'45"
N 47°28'04" W
27.56'
LOT 1
PARCEL 2, PARK TRUST `
EXEMPTION MAP
CITY OF ASPEN ` \
RECEPTION No. 515995
_o- LC21
�---C22
S18°12' ,, _ _
05 E 48443' O
LC23 NW CORNER SEC 2 FOUND 1973 BRASS
C2 CAP IN CONC LS #9184
G �\
SOS �)Z9 ip_ LC27- 'e, 8 \
FI6496, \9O \ `
U -a
LINE TABLE
65.00'
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'
U -a
NU/-L4'L/"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
520°13'20"E
50.36'
W 1/4 CORNER SEC 2
FOUND 1954 BLM BRASS CAP
3
2
/ 60 0
o \
BURLINGAME RANCH AFFORDABLE \\
HOUSING SUBDIVISION \
FIRST AMENDMENT
L9 REC. NO. 522859 \
SLOPE MAINTENANCE AND GRADING EASEMENT NORTH \
1358 2,832 SQ. FT. +/- 15.28'
x0.065 AC. +/- !4
CONSERVATION PARCEL C JO�08, _ LC530 VC5 1J
RED BUTTE RANCH SUBDIVISION �.
PITKIN COUNTY S L8 L7 L6 L5 /�`'� LC50LC49
RECEPTION No. 50624891
19.89 _
L 58 - -B- -LE57 LC56
GRAPHIC SCALE
30 60 120
( IN FEET)
1 inch = 60 ft.
JOINT HOLY CROSS ELECTRIC
AND UTILITY EASEMENT
.52' GRANTED BY THIS INSTRUMENT
(SEE DETAIL A)
.:. L2
1
POINT OF BEGINNING,
-SLOPE MAINTENANCE AND
GRADING EASEMENT NORTH
b`b 3ti9�
�tia•
4610 03 N87°20'26"E 5.76'
S�9g3 STORM OUTFALL
240 EASEMENT
1p;19 S53°42'37"E
28.95'
DETAIL B
STORM OUTFALL EASEMENT
SCALE 1"=50'
Cl
LC47 -d
2 7 35
BURLINGAME RANCH AFFORDABLE
HOUSING SUBDIVISION
FIRST AMENDMENT
REC. NO. 522859
STORM OUTFALL EASEMENT
(SEE DETAIL B)
STORM OUTFALL EASEMENT
N56°11'45"E 28.35'
STORM OUTFALL EASEMENT y1�'
N06°08'53"E 38.26'
JOINT HOLY CROSS ELECTRIC
AND UTILITY EASEMENT
GRANTED BY THIS INSTRUMENT j p
(SEE DETAIL A) ,
LOT 1
PARCEL 2, PARK TRUST
EXEMPTION MAP
CITY OF ASPEN
RECEPTION No. 515995
ry
sb 10159 04/03/13 10159/PLAT PH2/10159-Plat-PH2.DWG