Loading...
HomeMy WebLinkAbout828-882CERTIFICATE OF OWNERSHIP � I L 0 I J KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED, BEING THE OWNER IN FEE SIMPLE OF ALL OF THE LAND WITHIN: LOT 2, PITKIN RESERVE PER THE FIRST AMENDED PLAT OF LOT 2, PITKIN RESERVE RECORDED AUGUST 21, 2015 AS PLAT BOOK 112 AT PAGE 18 (RECEPTION NO. 622583). CITY OF ASPEN COUNTY OF PITKIN STATE OF COLORADO; SAID OWNER HEREBY AMENDS SAID PLAT AS FOLLOWS: PURPOSE STATEMENT: TO ADJUST THE BUILDING ENVELOPE SITUATED ON SAID LOT 2, AS SHOWN HEREON. EXECUTED THIS_11L DAY OF 2016 LOT 2 OWNER: CK PITCO ASSOCIATES, LLC, A DELWARE LIMITED LIABILITY COMPANY BY:. AS BY: jj AS ✓-1 STATE O F,) ) SS. COUNTY OF PF aq- ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS G DAY OF 2016 BY e,, 6u(ISAS CK PITCO ASSOCIATES, LLC, A DELW (ARE LIMITED LIABILITY COMPANY. 'COM lit3N191TALz7- OF PE-JJIN'S LVANIA WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: �� �y �L_� Emily K­� a�'Puhlic City of °ht';_ ?',ab Caunty I Mv TITLE COMPANY CERTIFICATE THE UNDERSIGNED, A DULY -AUTHORIZED REPRESENTATIVE OF PITKIN COUNTY TITLE INC., REGISTERED TO DO BUSINESS IN PITKIN COUNTY, COLORADO, DOES HEREBY CERTIFY, THAT THE PERSON LISTED AS OWNER ON THIS PLAT HOLDS FEE SIMPLE TITLE TO THE REAL ESTATE DESCRIBED HEREON FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT FOR THE LIEN OF THE MORTAGE NAMED HEREON. ALTHOUGH WE BELIEVE THE FACTS STATED ON THIS AMENDED PLAT ARE TRUE, THIS CERTIFICATE IS NOT TO BE CONSTRUED AS AN ABSTRACT OF TITLE NOR AN OPINION OF TITLE, NOR GUARANTEE OF TITLE, AND IT IS UNDERSTOOD AND AGREED THAT PITKIN COUNTY TITLE, INC. NEITHER ASSUMES NOR WILL BE CHARGED WITH ANY FINANCIAL OBLIGATION NOR LIABILITY WHATSOEVER ON ANY STATEMENT CONTAINED HEREIN. LOT 1 PLAT BOOK 16 PAGE 15 SECOND AMENDED PLAT OF: LOT 2, PIT KIN RESERVE SITUATED IN THE SEI OF SECTION 1 & NEI OF SECTION 12 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 1 PURPOSE STATEMENT: THE PURPOSE OF THIS PLAT IS TO CREATE A NEW BUILDING ENVELOPE GRAPHIC SCALE 20 D 10 2040 ( IN FEET) 1 inch = 20 ft. PROJECT BENCHMARK FOUND NO.5 REBAR W/ILLEGIBLE CAP ELEVATION=7814.00' ' k DATE t�- - ( ip , 2016. -A' 94APITKIN COUNTY TITLE, INC. STATE OF COLORADO ) )SS COUNTY OF PITKIN ) \ 20' HOLY CROSS UNDERGROUND RIGHT-OF-WAY &EASEMENT REC. N0.234417 y \ SEE NOTE NO. 10 E FOREGOING TI LE CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS il� DAY OF6mw016 BY ti \ v -A W1 Wd AS THE E M:MJ.r OF PITKIN COUNTY TITLE, INC. \ MY COMMISION EXPIRES:4A v WITNESS MY HAND AND SEAL. /�pt/o�" " I�O ��P"'il�i'r � .E4A �i NOTARY PUBLIC �/% BTNrE OF COLORADONoWqll) 20054046206 a NOTARY PUBLIC Mor Com-, Expires 11201/201 `- NOTICE: ACCORDING TO COLORADC ACTION BASED UPON ANY DEFECT IN THIS SURvtY W� J rnry J nec�� � �Nti AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. D cot FOUND NO. 5 REBAR W/ILLEGIBLE CAP ra• -1 � � r 1 / ��� N� IN \� I i I i i i i I/ i � I � I � I O� 80 ABANDONED BUILDING ENVELOPE PER THE FIRST AMENDED PLAT OF LOT 2 (PLAT BOOK 112 PAGE 18) 0.188 ACRES +/- BUILDING ENVELOPE PER THIS AMENDED PLAT 0.188 ACRES+/- 20.00' WIDE ACCESS AND UTILITY EASEMENT PLAT BOOK 16 PAGE 15 LOT 7 PLAT BOOK 16 PAGE 15 10.00' ASPEN METROPOLITAN SANITATION AND ASPEN SANITATION DISTRICT EASEMENT PLAT BOOK 16 PAGE 15 \ . 10.00' CITY OF ASPEN WATERLINE EASEMENT PLAT BOOK 16 PAGE 15 \\ \ \ \ \ \ FOUND NO. 5 REBAR NO CAP NO C Sga o$ zd LOT 3 PLAT BOOK 16 PAGE 15 ENVELOPE CURVE TABLE Curve # Length Radius Tangent Delta Chord Direction Chord CE4 42.77' 86.45' 21.83' 28'20'40" N56' 46'29"W 42.33' 6.86' LE78 S37' 37'02"W 45.54' LE79 N49' 37'56"W 46.18' LE80 N30' 48'41"E 8.33' LE82 N59' 11'19"W 7.26' LE83 N14' 11'19"W 6.26' LE84 N31' 37'12"W 8.12' LE85 N30' 48'41"E 23.38' LE86 N59' 11' 19"W 4.00' LE87 N30' 48'41"E 2.71' LE88 N59' 11'19"W 14.27' LE89 N30' 48' 41"E 10.11' LE90 S59° 11'19"E 14.27' LE91 N30' 48'41"E 14.09' LE92 S59° 10'34"E 31.54' LE93 N30' 48' 41"E 32.48' \ S56' 32'58"E 4.52' LE95 N30' 48'41"E 2.35' LE96 S59' 11'19"E 14.29' LE97 S30' 48'41"W 3.01' LE98 S56' 32' 58"E 2.69' LE99 S30' 48' 41"W 18.38' LE100 I S59' 11'19"E 33.56' �� 8F 96 11 \ 0, \ � v � 10.00' ASPEN METROPOLITAN SANITATION AND ASPEN SANITATION DISTRICT EASEMENT PLAT BOOK 16 PAGE 15 \ . 10.00' CITY OF ASPEN WATERLINE EASEMENT PLAT BOOK 16 PAGE 15 \\ \ \ \ \ \ FOUND NO. 5 REBAR NO CAP NO C Sga o$ zd LOT 3 PLAT BOOK 16 PAGE 15 ENVELOPE CURVE TABLE Curve # Length Radius Tangent Delta Chord Direction Chord CE4 42.77' 86.45' 21.83' 28'20'40" N56' 46'29"W 42.33' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE), COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM NOTES 1) DATE OF FIELD WORK: MARCH 5, 10, 11 AND 13, 2015. I let, I, �; `• Sette -� _ - ?n Y �' SITE o I. _t CQURSF � � •,� t ,4 � it' t 1 _ `O �p ♦4 it J- .-� ` <r�, :aspen .t ? •N� r IL r '. It %., - ,,. "_ '\�� Y J^ / `\,\\w .,.�,p,� j �. ✓ � � iia` f r�j.••,�„, 14 �„y. .'' ,.- \ .- � •Jt � � * 3 � X14• � \ ; ,,�` ��la,� } , b, t' t � r1 f t t�" \ i t 1 t a -.fit LV •' . 54 4 2) DATE OF PREPARATION: FEBRUARY - JULY, 2015. REVISED DECEMBER, 2015 - JANUARY, 2016. VILINI I Y MAN SCALE: 1" = 2000' 3) BASIS OF BEARING: A BEARING OF A BEARING OF S 40' 22'53" E BETWEEN THE CITY OF ASPEN MONUMENT NOS. 10 AND 20,.AS SHOWN ON THE CITY OF ASPEN - GPS CONTROL MONUMENTATION 2009 MAP (SEE NOTE NO. 4, BELOW). THIS CREATED A SITE BASIS OF BEARING OF N 31`01'02" E ALONG WESTERLY LINE OF LOT 2 BETWEEN THE FOUND NO.5 REBARS W/ILLEGIBLE CAPS AND A ROTATION COMPARED TO THE PLATTED BEARINGS OF CLOCKWISE 0"51'02", AS SHOWN. 4) BASIS OF SURVEY (RECORDED DOCUMENTS FOUND IN PITKIN COUNTY RECORDS): THE FIRST AMENDED PLAT OF LOT 2, PITKIN RESERVE RECORDED AUGUST 21, 2015 AS RECEPTION NO. 622583(PLAT BOOK 112 PAGE 18); THE FINAL PLAT OF PITKIN RESERVE RECORDED MARCH 11, 1982 AS RECEPTION NO. 239880 (PLAT BOOK 12 PAGE 91); THE PITKIN RESERVE ANNEXATION RECORDED APRIL 2, 1982 AS RECEPTION NO. 240363 (PLAT BOOK 13 PAGE 19); THE FIRST AMENDED PLAT OF PITKIN RESERVE RECORDED MAY 28, 1983 AS RECEPTION NO. 250441 (PLAT BOOK 14 PAGE 92); THE SECOND AMENDED PLAT OF PITKIN RESERVE RECORDED JUNE 25, 1984 AS RECEPTION N0.260514 (PLAT BOOK 16 PAGE 15); THE CITY OF ASPEN - GPS CONTROL MONUMENTATION 2009 MAP PREPARED BY MARCIN ENGINEERING LLC, DATED JULY 13,2010; VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN. 5) THIS SURVEY DOES NOT CONSTITUTE ATITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE ABOVE SAID PLATS DESCRIBED IN NOTE 4 AND THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC., REBAR, BENT CASE NO. PCT24148-TBD WITH AN EFFECTIVE DATE OF MAY 21, 2015. 6) BASIS OF ELEVATION: THE 1998 CITY OF ASPEN DREXEL BARREL CONTROL DATUM, WHICH IS BASED ON AN ELEVATION OF 7720.88' (NAVD 1988) ON THE NGS STATION "5-159". THIS ESTABLISHED A SITE BENCHMARK, SHOWN ON PAGE 1. 7) THE BUILDING ENVELOPE AS SHOWN WAS SCANNED FROM THE SECOND AMENDED PLAT. SAID PLAT DOES NOT DIMENSION THE ENVELOPE. 8) ACCORDING TO THE SECOND AMENDED PLAT, LOT 2 IS SUBJECT TO "THE PUBLIC UTILITIES EASEMENTS FOR PUBLIC UTILITY PURPOSES ALONG ALLTHE EXISTING AND PROPOSED UTILITY LINES." 9) THE PROPERTY SHOWN HEREON IS DEPICTED WITHIN ZONE X (NOT SHADED), OUTSIDE THE 500 -YEAR FLOOD PLAIN, ACCORDING TO THE FEDERAL FLOOD INSURANCE RATE MAP NUMBERED 08097CO203C, EFFECTIVE JUNE 4,1987. 10) THE EXISTING UNDERGROUND ELECTRIC LINE IS COVERED BY A 20 FOOT WIDE (10 FEET EACH SIDE OF CENTERLINE) HOLY CROSS EASEMENT RECORDED JULY 24,1981 AS RECEPTION NO. 234417. SAID EASEMENT LIES SOUTH OF THE EXISTING UNDERGROUND ELECTRIC LINE. FOR THE PURPOSE OF THIS SURVEY, SE USED THE FIELD MARKED LINE AS THE CENTERLINE FOR THE EASEMENT. i ENVELOPE LINE TABLE Line # Direction Length LE74 S30' 48'41"W 25.36' LE75 S59' 11'19"E 5.66' LE76 S30' 48'41"W 2.00' LE77 S59' 11'19"E 6.86' LE78 S37' 37'02"W 45.54' LE79 N49' 37'56"W 46.18' LE80 N30' 48'41"E 8.33' LE82 N59' 11'19"W 7.26' LE83 N14' 11'19"W 6.26' LE84 N31' 37'12"W 8.12' LE85 N30' 48'41"E 23.38' LE86 N59' 11' 19"W 4.00' LE87 N30' 48'41"E 2.71' LE88 N59' 11'19"W 14.27' LE89 N30' 48' 41"E 10.11' LE90 S59° 11'19"E 14.27' LE91 N30' 48'41"E 14.09' LE92 S59° 10'34"E 31.54' LE93 N30' 48' 41"E 32.48' LE94 S56' 32'58"E 4.52' LE95 N30' 48'41"E 2.35' LE96 S59' 11'19"E 14.29' LE97 S30' 48'41"W 3.01' LE98 S56' 32' 58"E 2.69' LE99 S30' 48' 41"W 18.38' LE100 I S59' 11'19"E 33.56' LE101 S30' 48'41"W 13.51' LE102 S59' 11'19"E 3.00' LE103 S30° 48'41"W 3.27' LE104 S59' 11' 19"E I 14.00' COMMUNITY DEVELOPMENT DIRECTOR APPROVAL THIS SECOND AMEND D PLAT OF LOT 2, PITKIN RESERVE WAS APPROVED BY THE CITY COMMUNITY DEVELOPMENT DIRECTOR OF THE CITY OF ASPEN, COLORADO THIS I DAY OF 016. CITY COMMUNITY DEVELOPMENT DIRECTOR CITY ENGINEER'S CERTIFICATE r� THE SECOND AMENDED PLAT OF LOT 2, PITKIN RESERVE WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT SURVEY REQUIREMENTS THISZ DAY OF , 2016. CITY E GINEER SURVEYOR'S CERTIFICATE I, GEOFFREY R. KELLER, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT 1 HAVE PREPARED THIS SECOND AMENDED PLAT OF LOT 2, PITKIN RESERVE AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON; THAT THE SAME IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT ORTH IN CRS SECTION 38-51-106; THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000. RECORDED EASEMENTS, RIGHTS-OF-WAY AND RESTRICTIONS TH IN THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE INC. UNDER CASE NO. PCT24148-TBD WITH AN EFFECTIVE DATE OF MAY 21, 2015. goo. FYr'' DATED 21 6 N 379 /% CLERK AND RECORDER'S ACCEPTANCE THIS SECOND AMENDED PLAT QF LOT 2, PITKIN E E IS ACCEPTED FOR FILING IN THE OFFICE OF THE LERK AND RECORDER OF PITKIN COUNTY, COLORADO AT O'CLOCK - M., THIS AY OF 2016, IN PLAT BOOK AT PAGE RECEPTION NO. aLi PITKIN Co CLERK A/R RIDER 2/12/2016 - GRK 15029.05- G:\2015\15029\SURVEY\Survey DWGs\Survey Plots\AMENDED PLAT\15029 MINOR PLAT AMENDMENT