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Home My WebLink AboutPEC110037 First Chair Attachment C 062711 �'�]�AL ]P]LAT FIRS T C HAIR S UB D IVIS I� N A �ES �J� � �VIS �0 ]�T 0 F A �AR�' 0 F �0 '� � , ��LO C ]K 1 , VA�]L/��0 ]�S �][]� A� �'�][I�� FI��]�G , '�0 �� OF VA�L, CO �J�TY 0 �' EAGLE , S '�A'�]� 0 �' COL►0 ]�A� � CERTIFICATE OF DEDICATION AND OWNERSHIP ' PLANNING AND ENVIRONMENTAL COMMISSION CERTIFICATE 1'� 1 ��' � THIS FINAL PLAT WAS APPROVED BY THE TOWN OF VAIL PLANNING AND ENVIRONMENTAL COMMISSION KNOW ALL MEN BY THESE PRESENTS THAT THE VAIL CORPORATION, A COLORADO CORPORATION, � S I TE LO C A TI 0 N BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN THE TOWN OF VAIL, %� ��°j � THIS ____ DAY OF _________________, A.D. 20____. EAGLE COUNTY, COLORADO, DESCRIBED AS FOLLOWS: �� I �- ' � ATTEST: LOT 1, BLOCK 1, VAIL/LIONSHEAD, THIRD FILING, ACCORDING TO THE PLAT RECORDED OCTOBER 15, 1971 � �� I I i� AT RECEPTION No. 117682, COUNTY OF EAGLE, STATE OF COLORADO, EXCEPTING THEREFROM THOSE i� , PORTIONS CONVEYED IN DEEDS RECORDED (i) NOVEMBER 3, 1972 IN BOOK 226 AT PAGE 32 AND (ii) JULY / ---------------------- ----------------------- 11, 1983 IN BOOK 363 AT PAGE 341, MORE PARTICULARLY DESCRIBED AS FOLLOWS: \ TOWN CLERK CHAIRMAN TOWN OF VAIL, COLORADO TOWN OF VAIL PLANNING AND BEGINNING AT A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY N0. 70, SAID lo =� � _ 'N T E R S Tq TE �o ( ENVIRONMENTAL COMMISSION POINT ALSO BEING THE NORTHEAST CORNER OF SAID LOT 1; THENCE S 04'05'53" E ALONG THE EAST LINE � � � 1� OF SAID LOT 1 A DISTANCE OF 183.09 FEET TO THE NORTHEAST CORNER OF SAID LANDMARK-VAIL W atE � CONDOMINIUMS; THENCE S 85°40'33" W ALONG THE NORTH LINE OF SAID LANDMARK-VAIL CONDOMINIUMS A o� tERSS I � � D�STANCE OF 405.92 FEET TO A POINT ON THE EAST RIGHT-OF-WAY L�NE OF WEST LIONSHEAD CIRCLE; <-�` `N L / � v��l / I I AST LIONSHEAD CIRCLE � � THENCE ALONG SAID EAST RIGHT-OF-WAY LINE OF SAID WEST LIONSHEAD CIRCLE THE FOLLOWING TWO (2) / ` o� -� i COURSES: � o� � �_ , l0T 1 � 1) N 01°29'41" W A DISTANCE OF 14.00 FEET TO A POINT OF CURVATURE; / MON�AR� 9XfNFll1H0 ' � � SECT. 6 SECT. 5 SECT. 1 SECT. 6 _ _ _�s�_ — • — — 2) 39.67 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A CENTRAL ANGLE OF 12'S9'22", A - -'� CT. 12 SECT. 7 UQN S��qRE �,�. ' � _ \ � n SECT. 7 s T. a RADIUS OF 175.00 FEET AND A CHORD WHICH BEARS N 07'59'22" W A DISTANCE OF 39.59 FEET; THENCE T °`' N�TM I /�� rnACr B \�=�5 DRI�—� g DEPARTING SAID EAST RIGHT-OF-WAY LINE OF SAID WEST LIONSHEAD CIRCLE AND ALONG THE BOUNDARY �eqO� ��Ac��e� � ��n,�� ` � ` �\ � DESCRIBED IN SAID BOOK 363 AT PAGE 341 THE FOLLOWING FOUR �4� COURSES; I TM E A N 1 1�R5 SECONDfLNG _ ` �� R� _ � a� \ � � � � ` - 1�� or i � ��. . \ 1) N 85'40'33" E A DISTANCE OF 16.00 FEET; I � - , , i'� � I �� , - _ _ - � � ` 2) N 04°19'27" W A DISTANCE OF 20.00 FEET; �i N`� .� N�• 6 N - ��ECR E�K,�iancre� ' -_��, L0T2 �B`°°"� \ � � � � \�`� SURVEYOR'S CERTIFICATE _ � �Nw«�� ( � � � 3) N 85°40'33" E A DISTANCE OF 200.00 FEET; � �.s \p - ' , ' _ _ ,�0�,6 °"'rn�A'°�"��`° �_� —�°�1 Roa� � � i, I DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE SP� o � �Flu� I LOT 3 �� \ \ .i 4) N 04°19'27" W A DISTANCE OF 75.02 FEET TO A POINT ON A NON-TANGENT CURVE ON SAID sw�'"�� i� _ _ _ _ �� ' � � _ FOREST PL4CE LOT 5 T 4 // � �.� II � � OF COLORADO, THAT THIS PLAT IS TRUE, CORRECT AND COMPLETE AS LA�D OUT, PLATTED, DEDICATED AND SOUTHERLY RIGHT-OF-WAY OF INTERSTATE HIGHWAY No. 70; THENCE 195.59 FEET ALONG SAID . - - �� ., ,�� - � � O_ FOREST��--� LOT 1 /� \� �-_ � � �� SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND NON-TANGENT CURVE ALONG SAID SOUTHERLY RIGHT-OF-WAY OF INTERSTATE HIGHWAY No. 70 TURNING . ' � ' - ' � ' D D � � � Fl�°� / � � UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS, TO THE RIGHT HAVING A CENTRAL ANGLE OF 3°04'13", A RADIUS OF 3650.00 FEET AND A CHORD WHICH �� Im ��8��6\��_ i � ��— ��=� � AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH m o � ��Z� �� — � FORESTROA� �== r� APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. BEARS N 75°29'37" E A DISTANCE OF 195.56 FEET TO THE POINT OF BEGINNING. ' �� I I I �q�T q I � -�C L "� � � � I � °Fl�� `Re,,� � F�R E S T R�Ap IN WITNESS THEREOF I HAVE SET MY HAND AND SEAL THIS _____ DAY OF __________, A.D., � \\ C O N T A I N I N G 1.0 9 0 A C R E S, M O R E O R L E S S: H A S B Y T H E S E P R E S E N T S L A I D O U T, P L A T T E D A N D S U B D I V I D E D W fa�C. 7,T55,RBOW 6th P.M. � 2 0______, FOUND 3Yt�ALUMINUM CAP(B.L.M.)1984 I THE SAME INTO LOTS AND BLOCKS AS SHOWN ON THIS FINAL PLAT UNDER THE NAME AND STYLE OF: - - � � FIRST CHAIR SUBDIVISION I S E C TI 0 N 6 ------------------------------------- BRENT BIGGS A SUBDIVISION IN THE TOWN OF VAIL, EAGLE COUNTY, COLORADO; AND DOES HEREBY ACCEPT THE TOWN SH I P 5 SOU TH COLORADO LAND SURVEYOR No. 2759 RESPONSIBILITY FOR THE COMPLETION OF REQUIRED IMPROVEMENTS; AND DOES HEREBY DEDICATE AND SET I APART ALL OF THE PUBLIC ROADS AND OTHER PUBLIC IMPROVEMENTS AND PLACES AS SHOWN ON THE RANGE HO WEST OF THE 6th P.M. ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER; AND DOES HEREBY DEDICATE THOSE I I PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENT ON THE ACCOMPANYING PLAT AS EASEMENTS FOR THE PURPOSE SHOWN HEREON; AND DOES HEREBY GRANT THE RIGHT TO INSTALL AND VICINITY MAP I MAINTAIN NECESSARY STRUCTURES TO THE ENT�TY RESPONSIBLE FOR PROVIDING THE SERVICES FOR WHICH � THE EASEMENTS ARE ESTABLISHED. ' SCALE: 1"=500' EXECUTED THIS __________ DAY OF_________________, A.D. 20____. SECT. 7 _ _ _ _ _ _ _ _ _ _ _ _ SECT. 7 SECT. 8 SECT. 12 OWNER: THE VAIL CORPORATION, ADDRESS: PO BOX 7 CERTIFICATE OF TAXES PAID A COLORADO CORPORAT�ON VAIL, CO 81658 I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS GENERAL NOTES TITLE NOTES DUE AND PAYABLE AS OF ____________ UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS BY: _________________________ PLAT ARE PAID IN FULL. 1. BASIS OF BEARING: FOUND N0. 5 REBAR WITH ALUMINUM CAP AND A MAGNETIC NAIL WITH PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO WASHER 1.0' WITNESS CORNER BOTH STAMPED L.S. N0. 27598 MARKING THE NORTH LINE OF ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZEO IN DATED THIS _____ DAY OF _________________, A.D. 20____. NAME: _________________________ LANDMARK-VAIL CONDOMINIUMS BEING N85'40'33"E - 405.92 FEET (404.92 FEET BETWEEN THIS FINAL PLAT WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER N0. V50028967-2 (PRINTED) MONUMENTS). CALCULATED ROTATION BEING +0030'19" RECORD - STATE PLANE COORDINATES. DATED DECEMBER 28, 2010, AT 5:00 P.M.. ------------------------------------- TITLE: _________________________ 2. THE PURPOSE OF THIS PLAT IS TO CREATE 2 LOTS FROM THE �AND DESCRIBED IN THE 1) THROUGH 7) INTENTIONALLY OMITTED. TREASURER OF EAGLE COUNTY CERTIFICATION OF DEDICATION AND OWNERSHIP OF THIS PLAT. FOR ZONING PURPOSES, THE TWO LOTS CREATED BY THIS SUBDIVISION ARE TO BE TREATED AS ONE DEVELOPMENT SITE. STATE OF _____________________) 8) RiGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD SS 3. INTERSTATE 70 RIGHT-OF-WAY WAS BASED ON COLORADO DEPARTMENT OF HIGHWAYS PROJECT THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES COUNTY OF ____________________) No. I 70 2(7) 183 SHEETS 7,9,11,13,15, AND 17. STATION 30+00 TO 210+00. THE ROTATION OF PATENT RECORDED MAY 24, 1904, IN BOOK 48 AT PAGE 503 AND IN UNITED STATES PATENT THiS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT RECORDED SEPTEMBER 4, 1923 IN BOOK 93AT PAGE 98. THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME MONUMENTS FOUND AT STATION 180+85.6 RIGHT (HELD) TO STATION 90+00 LEFT BEARING: DEEDS AND MAPS = S6635'23"W - 8628.33' - CALCULATED STATE PLANE COORDINATES = S67'09'05"W 9 R�GHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES THIS ______ DAY OF_________________, A.D. 20____, BY _____________________ AS _ g627.71' - MEASURED ROTATION = +0033'42". ) AS RESERVED IN UNITED STATES PATENT RECORDED MAY 24, 1904, IN BOOK 48 AT PAGE 503 AND ____________________ OF THE VAIL CORPORATION, A COLORADO CORPORATION. RECORDED SEPTEMBER 4, 1923 IN BOOK 93 AT PAGE 98 AND JULY 13, 1939 IN BOOK 123 AT PAGE 4. NOTWITHSTANDING ANYTHING TO THE CONTRARY ON THIS PLAT, THERE ARE NO PUBLIC ROADS, 617. MY COMMISSION EXPIRES: OTHER IMPROVEMENTS AND PLACES, OR PUBLIC EASEMENTS CREATEO ANO DEDICATEO BY THIS WITNESS MY HAND AND OFFICIAL SEAL. PLAT. 10) INTENTIONALLY OMITTED. CLERK AND RECORDER�S CERTIFICATE 5. NOTICE: ACCORDING TO COI.ORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. 11) RESTRICTIVE COVENANTS AS CONTAINED IN INSTRUMENT RECORDED OCTOBER 15, 1971, IN BOOK 221 THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER ON THIS _____ _____________________________________ IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE AT PAGE 991 AND AS AMENDED IN INSTRUMENT RECORDED AUGUST 12, 1977 IN BOOK 258 AT PAGE NOTARY PUBLIC THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 453. DAY OF _________________, A.D. 20____, AT ____ 0'CLOCK ____.M. RECORDED UNDER RECEPT�ON N0. ____________________. 12) EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS, RESERVAT�ONS AND NOTES AS SHOWN OR ----------------------. TITLE CERTIFICATE RESERVED ON THE RECORDED PLAT OF VAIL/LIONSHEAD, THIRD FILING. CLERK AND RECORDER _________________________________ DOES HEREBY CERTIFY THAT THE TITLE TO ALL LANDS 13) TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED BY� -------------------' SHOWN UPON THIS PLAT HAVE BEEN EXAMINED AND IS VESTED IN ___________________________ OCTOBER 01, 2004 AT RECEPTION N0. 893086. (SAID EXCEPTION IS BLANKET IN NATURE). DEPUTY -------------------------------------------------------------------------- -------------------------------------------------------------------------- 14) TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED JULY AND THAT TITLE TO SUCH LANDS 15 FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, EXCEPT AS 08, 2005 AT RECEPTION N0. 922031. (SAID EXCEPTION IS BLANKET IN NATURE). FOLLOWS: -------------------------------------------------------------------------- 15) �NTENTIONALLY OMITTED. -------------------------------------------------------------------------- -------------------------------------------------------------------------- -------------------------------------------------------------------------- 16) TERMS, CONDITIONS AND PROVISIONS OF ACCESS EASEMENT AGREEMENT RECORDED JANUARY 27, -------------------------------------------------------------------------- 2010 AT RECEPTION N0. 201001583. (SAID EXCEPTION IS NOT DIMENSIONED TO SHOW HEREON). DATED THIS ______ DAY OF ______________________, A.D., 20______. 17) TERMS, CONDITIONS AND PROVISIONS OF CONSTRUCTION EASEMENT AGREEMENT RECORDED JANUARY 27, 2010 AT RECEPTION N0. 201001584. ------------------------- AGENT 18) TERMS, CONDITIONS AND PROVISIONS OF DEED RESTRICTION AGREEMENT RECORDED MAY 04, 2010 AT RECEPTION N0. 201008423. ADDRESS 19) TERMS, CONDITIONS AND PROVISIONS OF HOLY CROSS ENERGY UNDERGROUND RIGHT OF WAY --------------------------------------------------------------------- EA SEM EN T RECOR D ED JU N E 01, 2010 AT R ECEP TI ON N 0. 201 01 01 24. (SAI D EXCEPTI O N I S SH 0 WN ON SHEET 2 OF 2). BY ------------------------------ LOT SU M M AR Y (SIGNATURE) 20) TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDU�T AND VAULT AGREEMENT RECORDED JUNE PARCEL AREA ADDRESS 01, 2010 AT RECEPTION N0. 201 01 01 25. (SAID EXCEPTION IS BLANKET IN NATURE). LOT 1 0.340 ACRES 601 WEST LIONSHEAD CIRCLE ------------------------------------- 21 �N TEN TI ON ALLY OM I TTED. NAME AND TITLE LOT 2 0.750 ACRES 600 WEST LIONSHEAD CIRCLE TOTAL 1.090 ACRES 22) TERMS, CONDITIONS AND PROVISIONS OF PEDESTRIAN ACCESS EASEMENT AGREEMENT RECORDED NOVEMBER 09, 2010 AT RECEPTION N0. 201022758. (SAID EXCEPTION IS SHOWN ON SHEET 2 OF 2). 23) TERMS, CONDITIONS AND PROVISIONS OF PEDESTRIAN/BICYCLE ACCESS EASEMENT AGREEMENT � RECORDED NOVEMBER 09, 2010 AT RECEPTION N0. 201022759. (SAID EXCEPTION IS SHOWN ON SHEET 2 OF 2). �__��'�� DRAWN BY: JF JOB No. 1145 �O�N� r��lll�r/ �r��s�m� DATE: 05/03/11 SHEET 1 of 2 �'�]�AL ]P]LAT FIRS T C HAIR S UB D IVIS I� N A �ES �J� � �VIS �0 ]�T 0 F A �AR�' 0 F �0 '� � , ��LO C ]K 1 , VA�]L/��0 ]�S �][]� A� �'�][I�� FI��]�G , - '�0 �� OF VA�L, CO �J�TY 0 �' EAGLE , S '�A'�]� 0 �' COL►0 ]�A� � GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LINE TABLE LINE LENGTH BEARING L1 14.00' N01°29'41"W L2 16.00' N85'40'33"E L3 20.00' N04'19'27"W POINT OF BEGINNING CURVE TABLE PEDESTRIAN/BICYCLE ACCESS EASEMENT AS DEPICTED AT RECEPTION No. 201022759 CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING (CROSS HATCHED AREA) C1 12'59'22" 175.00' 39.67' 19.92' 39.59' N07'59'22"W C2-MEAS 3'04'13" 3650.00' 195.59' 97.82' 195.56' N75'29'37"E � C2-DEED 3'07'12" 3650.00' 198.76' 198.73' N75'01'54"E RO P� CZ � � � C3 8'14'16" 175.00' 25.16' 12.60' 25.14' N10'21'54"W RON� PG oF,wP'�) \ � � � SOV�R � �� R��N � N�E SS PTE - � � � / � � / / � �, �� Nas 1M�6 2� � / INTERSTATE HIGHWAY No. 70 / `R��EP�\ON � � RIGHT-OF-WAY� � 30.0' � O Z � __ CT� / � / W / � � � ° � � m o � s / N / I m � / _ / �! D � � / �, p0 � C� / � x / / o � o � � � I J CU � C7 / / PART OF LOT 1 / m � ^ v � oo � / BLOCK 1 N m 0.265 ACRES (DEED) � D � 0.259 ACRES (CALC PER I-70 LOCATION) /� (n / (BOOK 363 AT PAGE 341) HOLY CROSS ENERGY � OUTLINE OF � (TOWN OF VAIL) RIGHT-OF-WAY EASEMENT �TI EXISTING BUILDING / � (RECEPTION No. 201 01 01 24) D ^ / (SHADED AREA) U� � � � � 32.97' J � � • '33"E - 200.00' „� , a.�3' � / / N 85 40 � LOT 2 � �� N 191.27' - � � N6��2.°�� / / o Z o / 10.0' � � / 0.750 ACRES m � 68.59' � � � � � N82'58'23"E � / � 600 � W � � a �2�� - - _ -- - � � � ---- - -' �-- � ---�- � L-4.18' � � N��?- �i - N85'40'33"E� 191.19' �-5.0, t N � l�r LZ - -_�� i' �' o W BLOCK ' / ' �1'2� �� ACCESS EASEMENT '� � o � '.�89 ACI� > � / -��_ N g�,3=5 E_ -� �� _ PEDESTRIAN ACCESS EASEMENT ' (RECEPTION No. ____________) '� �H E A D T f < <�. A S D E P I C T E D A T R E C E P T I O N No. 2 0 1 0 2 2 7 5 8 I � � _� (HATCHED AREA) � .��1 AT PAGE �: (SHADED AREA) �70K 22 / � �//� �� _ --- - -- --- �, ,�� _ _ _ _ - - � � �� - � � N85'40_33"E 204�45' _- -- - �" `--- Cr� / � � ____ � - N � _ _ _ _ _ - � � _ _. _-.-- -- �- LOT 1 °° U' _ _ - - - - �- ,.o' w.c. �, o � � -- -- � -- 0.340 ACRES ° � � � __ � - � � 601 - - / � � -_ � - - - - 20�.78� � � � - - � / _ � - - BEARING) � - - � _ 92' (BASIS OF o r _ _ _ - - - - _ �.� - - - -585'40 33"W 405. - � - - - c� - - - - � c� � LANDMARK-VAIL CONDOMINIUMS (RECEPTION No. 201007086) MONUMENT LEGEND OO SET No. 5 REBAR WITH 1Yz" ALUMINUM CAP, L.S. No. 27598 � FOUND No. 5 REBAR WITH 1Yz" ALUMINUM CAP, L.S. No. 27598 0 FOUND MAGNETIC NAIL WITH WASHER IN CONCRETE, L.S. No. 27598 0 �__��'�� DRAWN BY: JF JOB No. 1145 �O�N� r��lll�r/ �r��s�m� DATE: 05/03/11 SHEET 2 of 2