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HomeMy WebLinkAbout828-763f PROPERTY DESCRIPTION A PARCEL OF LAND BEING PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN. SAID PARCEL IS MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT CORNER 3 OF THE NORTH TEXAS MILL SITE, U.S.M.S. NO. 3268; THENCE SOUTH 15 DEGREES 30 MINUTES WEST 84.48 FEET ALONG THE WESTERLY LINE OF SAID NORTH TEXAS MILL SITE; THENCE NORTH 59 DEGREES 54 MINUTES WEST 77 FEET MORE OR LESS TO THE CENTERLINE OF CASTLE CREEK; THENCE NORTHEASTERLY ALONG THE CENTERLINE OF CASTLE CREEK TO THE INTERSECTION WITH A LINE BEARING NORTH 49 DEGREES 30 MINUTES WEST FROM CORNER 3 OF THE NORTH TEXAS MILL SITE; THENCE SOUTH 49 DEGREES 30 MINUTES EAST TO THE POINT OF BEGINNING. THIS DESCRIPTION WAS COPIED FROM THE DOCUMENT RECORDED IN BOOK 652 AT PAGE 919 OF THE PITKIN COUNTY, COLORADO OFFICIAL RECORDS. NOTE: SURVEYOR BELIEVES THE CALL FOR THE CORNER 3 OF U.S.M.S. NO. 3268 SHOULD BE U.S.M.S. NO. 3288. ALSO A PARCEL OF LAND BEING PART OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AND WITHIN THE NORTH TEXAS MILL SITE USMS 3288, SAID PARCEL IS MORE FULLY DESCRIBED AS FOLLOWS: COMMENCING AT CORNER NO. 3 OF SAID NORTH TEXAS MILL SITE, AND THE NORTHEASTERLY CORNER OF THE SPECIAL WARRANTY DEED RECORDED IN THE OFFICE OF THE PITKIN COUNTY CLERK AND RECORDER IN BOOK 599 AT PAGE 868; THENCE SOUTH 15 DEGREES 30 MINUTES WEST, A DISTANCE OF 25.50 FEET ALONG THE WESTERLY BOUNDARY OF THE NORTH TEXAS WILL SITE AND THE EASTERLY BOUNDARY OF SAID SPECIAL WARRANTY DEED TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTHWESTERLY ALONG SAID BOUNDARIES, SOUTH 15 DEGREES 30 MINUTES WEST, A DISTANCE OF 58.98 FEET TO THE SOUTHEASTERLY CORNER OF THE SPECIAL WARRANTY DEED DESCRIBED PROPERTY; THENCE SOUTHEASTERLY DEPARTING SAID NORTH TEXAS MILL SITE, AND SPECIAL WARRANTY DEED BOUNDARIES SOUTH 59 DEGREES 54 MINUTES EAST, A DISTANCE OF 17.50 FEET; THENCE NORTH 00 DEGREES 32 MINUTES 34 SECONDS EAST, A DISTANCE OF 65.61 FEET MORE OR LESS TO THE TRUE POINT OF BEGINNING, Containing 499.41 square feet more of less. THIS DESCRIPTION WAS COPIED FROM THE DOCUMENT RECORDED IN BOOK 654 AT PAGE 818 OF THE PITKIN COUNTY, COLORADO OFFICIAL RECORDS. ti 0 4� H SURVEYOR'S CERTIFICATE a` � o 1, LOUIS H. BUETTNER, •A LICENSED- LAND SURVEYOR IN THE STATE- OF COLORADO, DO V 3 HEREBY CONFIRM THAT THIS RETRACEMENT AND IMPROVEMENT SURVEY PLAT WAS MADE FROM FIELD NOTES OF SURVEYS OF THE ABOVE DESCRIBED PROPERTY CONDUCTED IN 1991, 2005, ? 2006 AND FIELD INSPECTED IN 2010 ALSO MARCH OF 2011 ALL MADE BY MYSELF, OR V UNDER MY DIRECT RESPONSIBILITY, SUPERVISION, AND CHECKING. THE MONUMENTATION z SHOWN HEREON FOR THE PROPERTY CORNERS WAS FOUND OR SET FOR THESE SURVEYS. ALL F ` DIMENSIONS AND DETAILS SHOWN HEREON WITH THE SURVEYS BEING CONDUCTED TO A ACCURACY OF 1:15,000 ARE CORRECT TO THE BEST OF MY KNOWLEDGE. LOUIS H. BUETTNER M. DATE SCALE 1' - 10' 0 10 20 30 --------------------- ELEVATION CONTOUR UNIT OF MEASURE IS FEET, TENTH AND HUNDREDTH OF A FOOT LOUIS K BUETTNER SURVEYING 0040 WEST SOPRIS CREEK ROAD BASALT. COLORADO 81021 970 - 977 -301 0 o: C x ❑ i y " c o O W N N<G 1< y YN F �-! N 'z Ov N/- O o �4 rI. w x � � yQ� W 3J I R' 15 HARBOUR LANE SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN - 0015 HARBOUR LANE, ASPEN, COLORADO THE SOLE PURPOSE OF THIS PLAT IS TO IDENTIFY A BUILDING ENVELOPE, AS REQUIRED BY THE CITY OF ASPEN PLANNING AND ZONING COMMISSION RESOLUTION NO. 15 (SERIES OF 2010). (I 4� 0 W cc 4 y U U N J N Cc o c W 2 OF SLOPE TRANSFORMER C x ❑ i 0 TELEPHONE .. rh TV PEDESTAL y ESTAL W a ('Air N O N s A9, O, 00 G I- < � 1+0,� Cq� w (� J J K W > W ~ W a PARKh AREA ABOVE HIGH WATER 5637 sq.ft. .3 Z r� ® .. rh AREA OF 30% SLOPE 186 sq.ft. " Z :p ® I APPROX. AREA OF 100 YEAR FLOOD PLAIN ,,. DECK 38'45'01' W 3.4Y a CC* rrvv� ' li ONE STORY FRAME HOUSE WITH BASEMENT Vi W .s' \ DECK % JZ '$ DECK ]C HOUSE 3 PROPERTY OWNER JOHNNIE MAE ALDERFER 121 HARBOUR LANE ASPEN, COLORADO 0 60 846 04 0 ) \ SET 5/8" STEEL RO6 WITH YELLOW PLASTIC CAP MARKED 9 S9 S \ BUETTNER 13166 A F 7� 'SO• SET 5/8" STEEL ROD WITH YELLOW PLASTIC CAP MARKED BUETTNER 13166 y 1 > I M I r _ I - H - I r I W I W I U I 4 � I W I 0 3 � 0 I 0 I W I � 1 I 1 RECORDING CERTIFICATE THIS PLAT TITLED "15 HARBOUR LANE" WAS ACCEPTED FOR RECORDING BY THE PITKIN COU� TY C ERN. AND RECORDER AT _____________, ___ M. THE _ DAY ___ -_ -__, 201 AND IS REC DED AS RECEPTION NUM UM IN LA BOOK -f$ - - -_ AT PAGE ____ j________. 4 I - --------------- - - - - -- CLERK A RECI F I PROPERTY OV KIRK GREGOR' 10 HARBOUR I ASPEN, COLO POINT OF BEGINNING DEED BOOK 652, FOUND ORIGINAL 5 STEEL ROD WITH.YELLOW PLASTIC CAP MARKED LS 12707 TEMP. BENCH 7846.11 TIED TO USGS Q 159, 1960 ADJUSTMENT; 7851.42 IN NAVD 88 SET 5/8" STEEL ROD WITH YELLOW PLASTIC CAP MARKED BUETTNER 13166 POINT OF BEGINNING FOR DEED BOOK 654, PAGE 818 I I 6I �I I I � 3 r 3 O < r W < O J a > NOT TO SCALE APPROXIMATE LAND AREAS AREA OF PROPERTY 6994 3q.ft. AREA OF BUILDING ENVELOPE 2369.445 sq.ft. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL THE CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT APPROVES THIS PLAT TITLED "15 HARBOUR LANE" OR THE B ILDINO ENVELCjPE, PLANNING AND ZONING REQUIREMENT THIS BY: -- - -- --------------- - DIRECTOR F COMMUNITY DEVELOPMENT AND ZONING DEPARTMENT DEPARTMENT OF ENGINEERING THIS PLAT WAS REVIEWED BY THE CITY ENGINEER, THIS 2011. BY:- - ------ ------ -- C Y ENGINEER DAY OF -------------- NOTES 1. THE BASIS OF BEARINGS AND LOCATION FOR THIS RETRACEMENT SURVEY IS THE RECORD BEARING BETWEEN THE FOUND MONUMENTS AS DESCRIBED HEREON AND SHOWN ON THE ORIGINAL SURVEY BY TRI -CO MANAGEMENT, INC., JOB NO. 76 -22 -1, FOR A CLIENT BY THE NAME OF WINDMULLER. THE ORIGINAL SURVEY USED A BASIS OF BEARINGS AS FOUND BETWEEN MONUMENTS ALONG THE SOUTHERLY LINE OF BLOCK 11, CITY OF ASPEN 1959 OFFICIAL CITY MAP: NORTH 75 DEGREES 09 MINUTES 11 SECONDS EAST. THE BASIS OF.ELEVATION FOR THE CONTOURS SHOWN HEREON IS THE U.S.G.S. Q 159 MONUMENT, USING THE 1960 ADJUSTMENT. THE BASIS OF ELEVATION FOR THE CONTOURS SHOWN HEREON WAS THE COAST AND GEODETIC SURVEY MONUMENT Q- 159, LOCATED IN THE SOUTHWESTERLY CORNER OF THE PITKIN COUNTY COURTHOUSE YARD. THE 1960 ELEVATION FOR THIS MONUMENT IS 7906.670. THE CITY OF ASPEN GPS CONTROL MONUMENTATION, (DREXEL BARRELL & CO.), AND THE CITY OF ASPEN - GPS CONTROL MONUMENTATION 2009, REPORTS THIS MONUMENT TO HAVE A NOS AND NAVD 88 ELEVATION OF 7911.98. 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SURVEYOR TO DETERMINE TITLE OR EASEMENTS OF RECORD. RESEARCH FOR THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH COLORADO REVISED STATUTES 38 -51 -106 AND THE RULES OF PROCEDURE AND BOARD POLICY STATEMENTS OF THE STATE BOARD OF PROFESSIONAL ENGINEERS AND PROFESSIONAL LAND SURVEYORS, SPECIFICALLY THOSE BOARD RULES AND POLICY STATEMENTS RELATING TO THE DEPICTION OF EASEMENTS AND RIGHT -OF- WAY ON SURVEY PLATS. THE TITLE POLICY FROM PITKIN COUNTY TITLE, INC. POLICY NO.PCT -5259, WAS ALSO USED FOR INFORMATION REGARDING EASEMENTS, RIGHTS -OF -WAY, TITLE, AND CIVIL COURT ACTIONS OF RECORD. 3. THE TELEPHONE, TELEVISION, SEWER, GAS, AND WATER SERVICES ARE POSSIBLE INFRINGEMENTS ON THIS PROPERTY. THE SERVICES CROSS THIS PROPERTY TO SERVICE OTHER PROPERTIES. THE TITLE POLICY LIST NO EASEMENTS FOR THESE SERVICES. THE TITLE POLICY LIST EASEMENTS FOR SOME UTILITIES BUT THE DOCUMENTS LACK A DESCRIPTION FOR THEIR LOCATION. 4. THE PROPERTY DESCRIPTIONS FOR THIS PROPERTY WAS OBTAINED FROM THE DOCUMENTS RECORDED IN BOOK 652 AT PAGE 919, AND BOOK 654 AT PAGE 818 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO, AND THE ORIGINAL SURVEY BY TRI -CO MANAGEMENT LISTED ABOVE. 5. THIS PROPERTY IS LOCATED ON THE CITY OF ASPEN, COLORADO NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP DATED DECEMBER 4, 1985, COMMUNITY -PANEL NUMBER 080143 0001. THE SURVEYORS INTERPRETATION OF THIS IS SHOWN ON THIS PLAT /MAP. 6. THE CENTERLINE LOCATION OF CASTLE CREEK, WITH THE BEARING AND DISTANCE THEREON IS SUPPLIED FOR-THE MATHEMATICAL CLOSURE OF THE PROPERTY BOUNDARY ONLY. THIS INFORMATION IS NOT TO BE INTERPRETED AS THE ABSOLUTE AND ONLY LOCATION FOR THE CENTERLINE OF CASTLE CREEK. THE AREA OF A PARCEL OF REAL PROPERTY IS A QUESTION OF LAW NOT SURVEY. 7. THE PROPERTY IS ACCESSED BY A ACCESS EASEMENT RECORDED IN BOOK 204 AT PAGE 255, OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO. 8. THE PROPERTY MAY BE ENCUMBERED BY A RESERVED RIGHT -OF -WAY FOR A NATURAL GAS LINE PER THE DOCUMENT RECORDED IN BOOK 254 AT PAGE 901 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO. THIS DOCUMENT DOES NOT DESCRIBE THIS RIGHT -OF- WAY. THE DOCUMENT ALSO STATES THERE IS A WELL AND WATER LINE THAT MAY BE AN ENCUMBRANCE. 9. SURVEYOR OBSERVED NO OVERLAPS-BY IMPROVEMENTS ON THIS PROPERTY OR BY IMPROVEMENTS ON ADJOINING PROPERTIES, EXCEPT THOSE THAT ARE SHOWN HEREON. 10. THE DEED BETWEEN NELIGH C. OATES, GRANTOR AND DONA STUART, GRANTEE RECORDED IN BOOK 652 AT PAGE 919, OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO WAS RECORDED ON AUGUST 1, 1991. THIS DOCUMENT HAS A TOPOGRAPHICAL ERROR IN THE EXHIBIT B DESCRIPTION. THE ERROR IS U.S.M.S. NO. 3268, WHICH SHOULD READ U.S.M.S 3288. 11. ADDITIONAL PROPERTY TIES FROM THE PARCELS BOOK 652 AT PAGE 919 POINT OF BEGINNING TO: A. CORNER 6 OF THE OFFICIAL 1959 MAP OF THE CITY OF ASPEN. NORTH 16 DEGREES 49 MINUTES 21 SECONDS EAST , A DISTANCE OF 1124.26 FEET. B. CENTER QUARTER CORNER OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A 1954/1978 SPM BRASS CAP MONUMENT OF THE 1978 OFFICIAL BUREAU OF LAND MANAGEMENT SURVEY. NORTH 48 DEGREES 33 MINUTES 16 SECONDS EAST, A DISTANCE OF 797.54 FEET. C. CENTER QUARTER CORNER OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, OF THE 1978 OFFICIAL BUREAU OF LAND MANAGEMENT SURVEY, A NAIL FLUSH WITH THE ASPHALT PAVING. NORTH 44 DEGREES 55 MINUTES 07 SECONDS EAST, A DISTANCE OF 743.71 FEET. D. A TIE WAS CALCULATED TO THE CITY OF ASPEN - GPS CONTROL MONUMENTATION MONUMENT NUMBER GPS 20 WHICH BEARS N 76'07'25" E,822.12 FEET. E. A TIE WAS CALCULATED TO THE CITY OF ASPEN - GPS CONTROL MONUMENTATION MONUMENT NUMBER GPS 21 WHICH BEARS S 26'04'08" E, 1071.30 FEET. THESE TIES ARE BASED VILLA OF ASPEN TOWNHOUSES CONDOMINIUM MAP RECORDED IN PLAT BOOK 4 AT PAGE 296 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO AND FIELD OBSERVATIONS. 12. THE PROPERTY IS ACCESSED BY AN EASEMENT, (FROM POWER PLANT ROAD), RECORDED IN BOOK 204 AT PAGE 255 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO. 13. THE CITY OF ASPEN ENGINEERING DEPARTMENT DESIGNATED THE TOP OF SLOPE. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED " ANY DEFECT N THIS SURVEY WRMN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. N NO EVENT. MAY ANY ACTION BASED UPON ANY DEFECT N THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. AREA ABOVE HIGH WATER 5637 sq.ft. AREA BELOW HIGH WATER 1357 sq.ft. ® AREA OF 30% SLOPE 186 sq.ft. AREA USED FOR TRAVEL 333 sq.ft. ® APPROX. AREA OF 100 YEAR FLOOD PLAIN AREA OF BUILDING ENVELOPE 2369.445 sq.ft. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL THE CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT APPROVES THIS PLAT TITLED "15 HARBOUR LANE" OR THE B ILDINO ENVELCjPE, PLANNING AND ZONING REQUIREMENT THIS BY: -- - -- --------------- - DIRECTOR F COMMUNITY DEVELOPMENT AND ZONING DEPARTMENT DEPARTMENT OF ENGINEERING THIS PLAT WAS REVIEWED BY THE CITY ENGINEER, THIS 2011. BY:- - ------ ------ -- C Y ENGINEER DAY OF -------------- NOTES 1. THE BASIS OF BEARINGS AND LOCATION FOR THIS RETRACEMENT SURVEY IS THE RECORD BEARING BETWEEN THE FOUND MONUMENTS AS DESCRIBED HEREON AND SHOWN ON THE ORIGINAL SURVEY BY TRI -CO MANAGEMENT, INC., JOB NO. 76 -22 -1, FOR A CLIENT BY THE NAME OF WINDMULLER. THE ORIGINAL SURVEY USED A BASIS OF BEARINGS AS FOUND BETWEEN MONUMENTS ALONG THE SOUTHERLY LINE OF BLOCK 11, CITY OF ASPEN 1959 OFFICIAL CITY MAP: NORTH 75 DEGREES 09 MINUTES 11 SECONDS EAST. THE BASIS OF.ELEVATION FOR THE CONTOURS SHOWN HEREON IS THE U.S.G.S. Q 159 MONUMENT, USING THE 1960 ADJUSTMENT. THE BASIS OF ELEVATION FOR THE CONTOURS SHOWN HEREON WAS THE COAST AND GEODETIC SURVEY MONUMENT Q- 159, LOCATED IN THE SOUTHWESTERLY CORNER OF THE PITKIN COUNTY COURTHOUSE YARD. THE 1960 ELEVATION FOR THIS MONUMENT IS 7906.670. THE CITY OF ASPEN GPS CONTROL MONUMENTATION, (DREXEL BARRELL & CO.), AND THE CITY OF ASPEN - GPS CONTROL MONUMENTATION 2009, REPORTS THIS MONUMENT TO HAVE A NOS AND NAVD 88 ELEVATION OF 7911.98. 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SURVEYOR TO DETERMINE TITLE OR EASEMENTS OF RECORD. RESEARCH FOR THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH COLORADO REVISED STATUTES 38 -51 -106 AND THE RULES OF PROCEDURE AND BOARD POLICY STATEMENTS OF THE STATE BOARD OF PROFESSIONAL ENGINEERS AND PROFESSIONAL LAND SURVEYORS, SPECIFICALLY THOSE BOARD RULES AND POLICY STATEMENTS RELATING TO THE DEPICTION OF EASEMENTS AND RIGHT -OF- WAY ON SURVEY PLATS. THE TITLE POLICY FROM PITKIN COUNTY TITLE, INC. POLICY NO.PCT -5259, WAS ALSO USED FOR INFORMATION REGARDING EASEMENTS, RIGHTS -OF -WAY, TITLE, AND CIVIL COURT ACTIONS OF RECORD. 3. THE TELEPHONE, TELEVISION, SEWER, GAS, AND WATER SERVICES ARE POSSIBLE INFRINGEMENTS ON THIS PROPERTY. THE SERVICES CROSS THIS PROPERTY TO SERVICE OTHER PROPERTIES. THE TITLE POLICY LIST NO EASEMENTS FOR THESE SERVICES. THE TITLE POLICY LIST EASEMENTS FOR SOME UTILITIES BUT THE DOCUMENTS LACK A DESCRIPTION FOR THEIR LOCATION. 4. THE PROPERTY DESCRIPTIONS FOR THIS PROPERTY WAS OBTAINED FROM THE DOCUMENTS RECORDED IN BOOK 652 AT PAGE 919, AND BOOK 654 AT PAGE 818 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO, AND THE ORIGINAL SURVEY BY TRI -CO MANAGEMENT LISTED ABOVE. 5. THIS PROPERTY IS LOCATED ON THE CITY OF ASPEN, COLORADO NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP DATED DECEMBER 4, 1985, COMMUNITY -PANEL NUMBER 080143 0001. THE SURVEYORS INTERPRETATION OF THIS IS SHOWN ON THIS PLAT /MAP. 6. THE CENTERLINE LOCATION OF CASTLE CREEK, WITH THE BEARING AND DISTANCE THEREON IS SUPPLIED FOR-THE MATHEMATICAL CLOSURE OF THE PROPERTY BOUNDARY ONLY. THIS INFORMATION IS NOT TO BE INTERPRETED AS THE ABSOLUTE AND ONLY LOCATION FOR THE CENTERLINE OF CASTLE CREEK. THE AREA OF A PARCEL OF REAL PROPERTY IS A QUESTION OF LAW NOT SURVEY. 7. THE PROPERTY IS ACCESSED BY A ACCESS EASEMENT RECORDED IN BOOK 204 AT PAGE 255, OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO. 8. THE PROPERTY MAY BE ENCUMBERED BY A RESERVED RIGHT -OF -WAY FOR A NATURAL GAS LINE PER THE DOCUMENT RECORDED IN BOOK 254 AT PAGE 901 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO. THIS DOCUMENT DOES NOT DESCRIBE THIS RIGHT -OF- WAY. THE DOCUMENT ALSO STATES THERE IS A WELL AND WATER LINE THAT MAY BE AN ENCUMBRANCE. 9. SURVEYOR OBSERVED NO OVERLAPS-BY IMPROVEMENTS ON THIS PROPERTY OR BY IMPROVEMENTS ON ADJOINING PROPERTIES, EXCEPT THOSE THAT ARE SHOWN HEREON. 10. THE DEED BETWEEN NELIGH C. OATES, GRANTOR AND DONA STUART, GRANTEE RECORDED IN BOOK 652 AT PAGE 919, OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO WAS RECORDED ON AUGUST 1, 1991. THIS DOCUMENT HAS A TOPOGRAPHICAL ERROR IN THE EXHIBIT B DESCRIPTION. THE ERROR IS U.S.M.S. NO. 3268, WHICH SHOULD READ U.S.M.S 3288. 11. ADDITIONAL PROPERTY TIES FROM THE PARCELS BOOK 652 AT PAGE 919 POINT OF BEGINNING TO: A. CORNER 6 OF THE OFFICIAL 1959 MAP OF THE CITY OF ASPEN. NORTH 16 DEGREES 49 MINUTES 21 SECONDS EAST , A DISTANCE OF 1124.26 FEET. B. CENTER QUARTER CORNER OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A 1954/1978 SPM BRASS CAP MONUMENT OF THE 1978 OFFICIAL BUREAU OF LAND MANAGEMENT SURVEY. NORTH 48 DEGREES 33 MINUTES 16 SECONDS EAST, A DISTANCE OF 797.54 FEET. C. CENTER QUARTER CORNER OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, OF THE 1978 OFFICIAL BUREAU OF LAND MANAGEMENT SURVEY, A NAIL FLUSH WITH THE ASPHALT PAVING. NORTH 44 DEGREES 55 MINUTES 07 SECONDS EAST, A DISTANCE OF 743.71 FEET. D. A TIE WAS CALCULATED TO THE CITY OF ASPEN - GPS CONTROL MONUMENTATION MONUMENT NUMBER GPS 20 WHICH BEARS N 76'07'25" E,822.12 FEET. E. A TIE WAS CALCULATED TO THE CITY OF ASPEN - GPS CONTROL MONUMENTATION MONUMENT NUMBER GPS 21 WHICH BEARS S 26'04'08" E, 1071.30 FEET. THESE TIES ARE BASED VILLA OF ASPEN TOWNHOUSES CONDOMINIUM MAP RECORDED IN PLAT BOOK 4 AT PAGE 296 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO AND FIELD OBSERVATIONS. 12. THE PROPERTY IS ACCESSED BY AN EASEMENT, (FROM POWER PLANT ROAD), RECORDED IN BOOK 204 AT PAGE 255 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY, COLORADO. 13. THE CITY OF ASPEN ENGINEERING DEPARTMENT DESIGNATED THE TOP OF SLOPE. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED " ANY DEFECT N THIS SURVEY WRMN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. N NO EVENT. MAY ANY ACTION BASED UPON ANY DEFECT N THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.