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HomeMy WebLinkAboutWest Day Subdivision.PDF \ , �'IllT�L PL� 7' CERTIFICATE OF DEDICATION AND OWNERSHIP GENERA� NOTES WE S T DA Y S UBDI VI SION i. DATE OF SURVEY: FEBRUARY 2002 TO JUNE 2003, ' KNOW ALL MEN BY THESE PRESENTS THAT THE VAIL CORPORATION, A COLORADO CORPORATION DOING BUSINESS AS VAIL ASSOCIATES, INC., AND VAMHC, INC., A COLORADO CORPORATION, BEING SOLE OWNER(S) IN FEE SIMPLE OF A RES UBDI VI SIO1V OF PAR CEL �� LIONSHEAD PENTHO USES, A1�'D 2 BASIS OF BEARING COLORADO CENTRAL ZONE (HARN) NAD 1983/92 AND TOWN OF VAIL MAPPING PROJECT OCTOBER 1996 STATIONS ALL THAT REAL PROPERTY SITUATED IN THE TOWN OF VAIL, EAGLE COUNTY, COLORADO DESCRIBED AS FOLLOWS. SPRADDLE N 1660652 671 E 2753950 797 AND WOODMAN N 1652148 916 E 2727065 360, SPRADDLE TO WOODMAN BEARS S72'37'02"w 3. THIS SURVEY IS BASED ON A LINE FORMED BY A FOUND ALUMINUM CAP L S, No 2183 ON THE RIGHT—OF—WAY OF WEST LIONSHEAD CIRCLE ANDCALPARTI OF C, MORCUS SUBDIVISION ACCORD NG TO THE PLAT�RECORDED AT RECEPTIONBNo$51373D, SECTIONS 6 DAND 7, L 0 TS A� B� D, AND A PAR T OF C� MO�C US S UBDI VISION AND LOT 8, BLOCK 1, VAIL/LIONSHEAD THIRD FILING AND THE NORTHWEST CORNER OF SECTION 7, AS CALCULATED FROM FOUND REFERENCED � MONUMENTS BEING (STATE PLANE COORDINATES) S 85'48'35"W - 1368 58 FEET CALCULATED ROTATION BEING +00'30'19" RECORD - STATE TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6th P.M. TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO MORE SECTIONS 6 AND / � TO WNSHIP 5 SO UTH, 1�ANGE �O WEST OF THE �th P.M. 4LAPR0 ECTDDATUM SCALE FACTOR� � 0004�ts6 PARTICULARLY Q�SCRIBED AS FOLLOWS. BEGINNING AT A FOUND No. 5 REBAR WITH ALUMINUM CAP. L.S. No, 2183 ON THE EASTERLY BOUNDARY T O WN OF VAIL, CO UNT Y OF EA GLE, S T�4 TE OF COL 4RAD 0 5 THE DIMENSIONS SHOwN [100 00�] INDICATE PLATTED OIMENSIONS, ALL OTHERS ARE AS MEASURED OF LOT 8, BLOCK 1, VAIL/LIONSHEAD THIRD FILING RECORDED AT RECEPTION No 117682 WHENCE THE NORTHWEST CORNER OF SECTION 7 BEARS S 85'48 35 W A DISTANCE OF 1368.58 FEET BASED UPON 6. PORTIONS OF LAND WITHIN THIS PLAT MAY BE SUBJECT TO A UTILITY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. IN � ,� INSTRUMENT RECORDED APRIL 19, 1978, IN BOOK 268 AT PAGE 202 AND AUGUST 30, 1982 IN BOOK 344 AT PAGE 922. SAID EASEMENTS ARE STATE PLANE COORDINATES WITH A ROTATION OF +00'30'19" FROM PLATTED SAID VAIL/LIONSHEAD • INSUFFICIENTIY DIMENSIONED TO SHOW HEREON. THIRD FILING, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION, THENCE S 18'54'12" W A DISTANCE OF 541.47 FEET TO A POINT ON THE SOUTHEAST BOUNDARY OF SAID LIONSHEAD PENTHOUSES, ALSO ,_,,...,,,,.,__.._........w--..-----�-- �t-�'- ��,�,� 7 PORTIONS OF LAND WITHIN THIS PLAT MAY BE SUBJECT TO A UTILITY EASEMEN7 GRANTED TO CABLEVISION ASSOCIATES, VI, D/B/A HERITAG Y -w,...- ----�--.---..-------�--------- -�-�---�-�°---°-°------�------ ---- CABLEVISION INC IN INSTRUMENT RECORDED MAY 20, 1983, IN BOOK 360 AT PAGE 42 BEING A POINT ALONG THE NORTH BOUNDARY OF TRACT B VAIL/LIONSHEAD THIRD FILING, SAID POINT �1 , ,��o�`� � � BEING THE TRUE POINT OF BEGINNING. �� ����"�'~'��i"""`"" ' ,i ' 8 LOT 1 IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS OF PARTY WALL AGREEMENT BY AND BETWEEN THE MARK-LODGE CONDOMINIUM ''-~°-~°r ASSOCIATION, INC A NON-PROFIT COLORADO CORPORATION AND M-K CORPORATION, A COLORADO CORPORATION RECORDED OCTOBER 17, 1978 IN BOOK THENCE ALONG THE NORTH BOUNDARY OF SAID TRACT B THE FOLLOWING (6) SIX COURSES: � I 5 ��:-°'`� ( 276 AT PAGE 608 , 1� S 83'59'19" W A DISTANCE OF 3000 FEET; ~���� l___._„_.,.„.,_.,��'"'"'""°""°""`"""'",,,,.....-�-�--�'-�"°"""�� ~��'"`� , 9 PORTIONS OF LOT 1 AND 3 OF THIS PLAT ARE SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS CONTAINED IN AGREEMENT BETWEFN M-K 2� S 76'44�19�� W A DISTANCE OF 135 64 FEET; `�^., � �f""'"`��~ � CORPORATION, A COLORADO CORPORAl10N AND THE MARK-LODGE CONDOMINIUM ASSOCIATION, INC RECORDED OCTOBER 17, 1978 IN BOOK 276 AT PAGE 3) S 66'54'19" W A DISTANCE OF 282 29 FEET, / ``' �''� ` �, I 609 � ,. .�o 4� S 15'46;41" E A DISTANCE OF 3.15 FEET; �._...o � ��I �St,,'�E � 'N r e R S r A r E �0 10. LOT 2 IS SUBJECT TO A 30' WATER AND SEWER EASEMENT AS PER BOOK 205 AT PAGE 31, 5) S 74'12 56 W A DISTANCE OF 280 00 FEET; � � SE , � „ --�""'° � � � �,,.> +N � � � { � 11. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR B� S �I7'Z9�lO' W A DISTANCE OF 89 72 FEET, THENCE N 31'4O�4 W A D�STANCE OF 1.44 FEET TO A POINT '�'`'�� '� r a ��� ,,r' �, � � i�E RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS FINAL PLAT WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY� ORDER NO ALONG THE EAST RIGHT-OF-WAY LINE OF FOREST ROAD; THENCE ALONG THE EAST LINE OF SAID RIGHT-OF-WAY N ?�i°`� FOl1ND No s�s� � /i VC273511 1-5, DATED SEPTEMBER 30, 2004, AT 5•00 P M AND ORDER No VC273511-6, DATED JUNE 30, 2ooa, AT 5�00 P M � � o wrn+,�uuiNUM cu� � N 15'50'27" W A DISTANCE OF 188.67 FEET TO A POINT OF CURVATURE; THENCE 27.16 FEET ALONG AN ARC OF K ''� LS Ne z,�s ��-wr--°-°�` y��'`""°�;{i�� , „ ti., �^ � � (r+�to Posrnaa vaR � e ,� E 12 FOR 11iE PURPOSES OF ZONING, LOTS 1, 2 AND 3 CREATED BY THIS SUBDIVISION ARE TO BE TREATED AS ONE DEVELOPMENT SITE DEVELOPMENT SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 62'28 09 , A RADIUS OF 24.91 FEET, AND A CHORD WHICH � ti VAIL/LION4iEAD iHiRD FILINC) -w � , ��` ''"^.. � a �'�R �„ � i �� STANDARDS SHALL BE BASED UPON THE IMPROVEMENTS AND LAND AREA OF THE COMBINED AREA OF LOTS 1, 2 AND 3 BEARS N 15'45'30" E A DISTANCE OF 25 83 FEET TO A POINT OF REVERSE CURVATURE ALONG THE SOUTH f'"°`�°-w-.� � s�+�Z,W � _..�' {�-�.=-�=� �---��� S j 7�`�"-`--�---� � RIGHT-OF-WAY LINE 0�' SOUTH FRONTAGE ROAD; THENCE ALONG SAID RIGHT-OF-WAY THE FOLLOWING (3) THREE COURSES: � � �"47� � ""���� ���`�.,.,.��j r,.,..�_,.,,,,,...k�� J� '`�� �M1���T� �"� SECT 6 ECT 5 13. THE PURPOSE OF THIS PLAT IS (I) TO VACATE PREVIOUS LOT LINES AND PARCEL DESCRIPTIONS, (II) TO CREATE LOTS 1, 2 AND 3, (II) TO CREATE 1 172.94 FEET ALONG THE ARC OF SAID REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 15'44'48", € s�cT 1 SECT s _ __ _ _ �► � �.�` r�--- . ��-..,r —,�^°�'•} — ; --� ' s THE ACCESS WAY LOCATED ON LOTS 1 AND 2, AND (III) TO CREATE CERTAIN EASEMENTS, ALL AS SHOWN ON THIS FINAL PLAT AND AS MORE � �- — f} �� ,�.,., i 3�~-�.,_w? SECT 7 S T E� SPECIFICALLY SET FORTH HEREIN --},t i,,,._.�,,,�,.. » SECT. 12 SEC7 7 :t ran�r B ' '�'. .--w„ `F� -- ••��,�' � p A RADIUS OF 629,25 FEET, AND A CHORD WHICH BEARS N 38'00'42 E A DISTANCE OF 172.39 FEET; �, r, �� �t �,�N,�,��-- �,�i�,.-�-- --�,,, � � �,i� , , n ` � + .'�,.�, �m:r n�o r•, ~.,,,,-,. 2) THENCE N 26'13 51 E A DI S T A N C E O F 1 4 6.3 9 F E E T T O A P O I N T O F C U R V A T U R E; `` N = � � ���f,�a ,� mnti� p /�/I `'�- '`"~-•..,� � �sT�EAqpW p���E � � 14 THOSE PORTIONS OF THIS PLAT DESIGNATED "ACCESS WA Y (THE "ACCESS WAY") MAY BE USED FOR THE FOLLOWING PURPOSE9 (A) AS PRIVATE 3) T H E N C E 3 5 2 4 F E E T A L O N G A N A R C O F S A I D C U R V E T O T H E R I G H T H A V I N G A C E N T R A L A N G L E O F 8 0'4 5�1 2", L Y� ` - -- , ��Lti� A� �,,,""`^';"�'�,,,�,�° ��,.�' ��� ���,�,,c `"�•.,� � � � ����""'"" V E H I C U L A R A N D P E D E S T R I A N A C C E S S T O A N D F R O M T H E A D J A C E N T W E S T L I O N S H E A D C I R C L E F O R T H E B E N E F I T O F L O T S 1 A N D 2, (B) A S A C C E S S A N O A RADIUS OF ZrJ.00 FEET, AND A CHORD WHICH BEARS N 66'3G�Z9° E A DISTANCE OF 32,39 FEET TO A POINT -, , i, r`�sR;-:��`� � � � E� ���� � ,,,•• J "���""�-•,, ;Lo,���, � ��,,,,� � � � STAGING FOR EMERGENCY VEHICLES AND (C� FOR A WATER LINE SERVING A fIRE HYDRANT AND FOR THE FIRE HYDRANT '"-°�-�^+'"""""°"' -- }_.,, TKA�T A r �_• " �-'�.�'" LOT� - J �R�� .....-#--�'"" �� � AS TNE SAME ARE LOCATED IN THE ACCESS WAY, PROVIDED, HOWEVER, THAT PORTIONS OF BUILDINGS LOCATED OR TO BE LOCATED ON LOTS 1 AND 2 OF CURVATURE ALONG THE SOUTH RIGHT-OF-WAY LINE OF WEST LIONSHEAD CIRCLE, THENCE ALONG THE SOUTH ', ; �,� ���` � F � �"`� ,,,,u,o,�,,,u,o��` '� � '�-�.,._ �`�'r., ,.i',� • �•�t,r'`� � �; � � �•� € �� m:rnnn�.- ,-�-' � � �oT e�.. •�.�....•-� i• MAY ENCROACH INTO THE ACCESS WAY AT AND ABOVE FIFTEEN (15) FEET ABOVE FINISHED GRADE WITH THE PRIOR WRITTEN APPROVAL OF THE VAIL ,• -� .���(��.� �• .�...`+. .``"�,;�/°, r`' • , .,"'r�.,. •`. .�. LINE OF SAID RIGHT-OF-WAY THE FOLLOWING (2) TWO COURSES. I;I s J �- i• I� f �� 10.ac.» �� �� \� ; � CORPORATION AND VAMHC, INC, THEIR RESPECTIVE SUCCESSORS AND ASSIGNS EXCEPT AS PROVIDED IN PART (B) OF THIS GENERAL NOTE 14, NO ' ; p'� NQ ``� ` � RE•%���f ������"""�''F.+ � L0T� -``�� �������'�` � 4 ` 'VW'� � PARKING IS PERMITTED ON THE ACCESS WAY THE EN11TY PROVIDING WATER SERVICE TO SAID FIRE HYDRANT SHALL BE RESPONSIBLE FOR THE 1� 427 61 FEET ALONG AN ARC OF SAID CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 62 44�58��� A RADIUS tn�H � _ � s�'+- � � ��� \ � ' ��P� V �,.--"' a �• �• ��•. -�` J -��'. �""' �� � t �0,��}OT 3 � � � M Ro�• •.\;\� °�-. MAINTENANCE, REPAIR AND REPLACEMENT OF THE WATER LINE AND FIRE HYDRANT LOCATED WITHIN THE ACCESS WAY O F 3 9 2 0 0 F E E T, A N D A C H O R D W H I C H B E A R S N 7 6'0 7'2 0' E A D I S T A N C E O F 4 0 6 7 2 F E E T; T O A P O I N T O F � AOAO M � � � _ -----I'°"''yx ; � � �- REVERSE CURVATURE, THENCE 132.10 FEET ALONG AN ARC OF SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE Vm f R i ��,,,,.... �.. ��~-" �`� { f°``�w`�~ � � f a0 T! a ' x � '• $ �t � � � �sr auce 4� : �. � ��;,, r-'j 15 THE VAIL CORPORATION AND VAMHC, INC, AS THEIR RESPECTIVE INTERESTS MAY APPEAR, HEREBY CREATE AND GRANT AND/OR RESERVE (AS O F 3 1'4 Q�0 3", A R A D I U S O F 2 3 9.0 0 F E E T, A N D A C H O R D W H I C H B E A R S N 6 0'4 2�2 1° E A D I S T A N C E O F 1 3 0.4 2 ----_3 j � �''�"�;;����'' . � J ,�``�o T S' � � t# j ��,.f,.,...-,��---- •�---�-- � ! �:� -'���.• A P P R O P R IA T E) UN T O T H E O W N E R(S) O F L O T S 1 A N D 3, T H E I R S U C C E S S O R S A N D A S S I G N S, A S M O R E P A R T I C U L A R L Y S E T F�R T H I N T H I S G E N E R A L N O T E ''''�••_,,1•r""�%,,,. fOREST P.0 4.,r �OT 1` � -^�•—.-,.....,..--,a t � `-,.� '�-•... . FEET TO A POINT ALONG THE WEST LOT LINE OF THE AMENDED PLAT OF THE SITE PIAN FOR THE MARK LODGE, ��,-�_ � � : I�„K„� * .-- �' � "� � � � � ( � � 15, THE FOLLOWING PERPETUAL NONEXCLUSIVE EASEMENT AND RIGHTS OF WAY, ttr'� •-•�..',.:-�'' `'-ti... nuhc '`. .'.--';' S f AS RECORDED OCTOBER 17TH 1978 AT BOOK 276 PAGE 607, THENCE ALONG SAID WEST BOUNDARY LINE THE �' � � E Y � ''^ ! � � �'� �'°y�� �I� � f t rv�e°u�2u�o��"""^ t � { # PRIVATE UTILITY EASEMENT: AN EASEMENT ON, OVER, UNDER, ABOVE, ACROSS AND THROUGH THOSE PORTIONS OF THIS FINAL PLAT DESIGNATED FOLLOWING��12) TWELVE COURSES .i.�:�. � g g � � � � � � i,,,,x # 3 � v �sr aono N.�� � �� � "PRIVATE U1ILITY EASEMENT" FOR 11iE PURPOSES OF THE FOLLOWING, AND WITHOUT LIMITATION (A) USING, INSTALLING, CONSTRUCTING, MAINTAINING, 1 S 21'29 51 E A DISTANCE OF 41.67 FEET � � p ; � � � � � rnacr n 3 � � 1f, € r ( � f ....5,_..----- .J,� tI f � REPAIRING AND REPLACING UTILITY LINES AND FACILIl1ES OF ANY KIND OR NATURE WHATSOEVER INCLUDING BUT NOT LIMITED T0, WATER LINES SEWER � � � � j � i � � � � vv 6m � s � ! � � � e ,` }.,....-. } '7^.,...�_,f ( rQ r r 2 N 83'56'04" E A DISTANCE OF 15 49 FEET. e � � t �� t ""'° � � 4 ; � ; a �sr� LINES, ELECTRIC LINES AND FACILITIES/APPURTENANCES, GAS LINES, TELEPHONE LINES, CABLE TELEVISION LINES, FIBER OPTIC LINES, AND OTHER � r � � �_._.. _��L___.._.. .�.�..._ 3 S 06'03�56" E A DISTANCE OF 19 30 FEET; w x.scc �,TSS,R80W 61h VM -.�.--....-.-----.a-...J..,-. --.• c..-_-t---,....�-....---3-.-�:._�.M.--,�-w_..-.�.t -�---.i F-°--���---�-�--�-° COMMUNICATION FACILITIES, AND (B) VEHICULAR ACCESS FOR INSTALLATION AND MAINTENANCE OF SUCH Ul1LITIES, TOGETHER WITH A PERPETUAL RIGHT � POUND 3$•�w�.nNUM cnP(e�u)�esa ~� OF INGRESS AND EGRESS TO AND FROM SUCH EASEMENT, PROVIDED,HOWEVER THAT THE SANITARY SEWER PIPES, EQUIPMENT AND APPURTENANCES 4� N 83'56�04�� E A DISTANCE OF 9 10 FEET; "' �' WITHIN THE PRIVATE UTILITY EASEMENT LOCATED ON LOT 3 OF THIS PLAT ARE LIMI7ED TO ELEVATIONS SPECIFIED IN DETAIL C ON SHEET 3 HEREOF, AND 5� S 06'03'56" E A DISTANCE OF 27.90 FEET; FURTHER PROVIDED, HOWEVER, THAT EXERCISE OF THE EASEMENT RIGHTS CREATED HEREUNDER SHALL NOT INTERFERE WITH, DISRUPT, DAMAGE OR 6� N 83'56�04° E A DISTANCE OF 24.10 FEET; PRECLUDE THE USE AND FUNCTION OF OR COMPROMISE THE STRUCTURAL INTEGRITY OF THAT CERTAIN TUNNEL STRUCTURE LOCATED ON LOT 3 THE COSTS OF THE MAINTENANCE, REPAIR AND REPLACEMENT OF A UTILITY OR UTILITIES SERVING A SPECIFIC LOT ONLY SHALL BE BORNE BY :l1�Fi LOT 7� S 06'03�56" E A DISTANCE OF 71 40 FEET; I ONLY THE COSTS OF MAINTENANCE, REPAIR AND REPLACEMENT OF A UTILITY OR UTILITIES SERVING MORE THAN ONE LOT SHALL BE APPORTIONED TO 8� S 83'56�04° W A DISTANCE OF 15 96 FEET; I EACH SUCH LOT IN DIRECT PROPORTION TO EACH LOT'S USAGE OF SUCH UTILITY OR UTILITIES NOTWITHSTANDING THE PROVISIONS OF THIS GENERAL 9� S 68'30�09" W A DISTANCE OF 22 92 FEET; NOTE 15 LOTS 1 AND 3 ARE NOT RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE WATER LINE AND FIRE HYDRANT REFERENCED 10) S 21'29�51" E A DISTANCE OF 109.98 FEET, SITE LOCATION � � IN GENERAL NOTE 14 ABOVE.. 11� N 68'30�09�� E A DISTANCE OF 22.92 FEET, I i 16 THE VAIL CORPORATION AND VAMHC, INC, AS THEIR RESPECTIVE INTERESTS MAY APPEAR, HEREBY CREATE AND GRANT AND/OR RESERVE (AS 12� S 21'30�33° E A DISTANCE OF 20.54 FEET TO POINT ALONG THE EAST LINE OF SAID LIONSHEAD PENTHOUSES; APPROPRIATE) UNTO THE OWNER(S) OF LOTS 1. 2 AND 3, THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, AS MORE PARTICULARLY SET FORTH IN THIS THENCE S 02'26�32�� E A DISTANCE OF 130.76 FEET TO THE TRUE POINT OF BEGINNING, GENERAL NOTE 16, THE FOLLOWING PERPETUAL NONEXCLUSIVE EASE�AENT AND RIGHTS OF WAY• SAID PARCEL CONTAfNING 6.822 ACRES MORE OR LESS. HAVE BY THESE PRESENTS LAID OUT, PLATTED AND SHARED DRAINAGE EASEMENT. AN EASEMENT ON, OVER, UNDER, ACROSS AND THROUGH THOSE POR�lONS OF 'TNIS FlNAL PLAT DESIGNATED "SHARED DRAINAGE EASEMENT" FOR THE PURPOSES OF THE FOLLOWING, AND WITHOUT LIMITATION (A) USING, INSTALLING, CONSTRUCTING, MAINTAINING, REPAIRING SUBDIVIDED THE SAME INTO LOTS AND BLOCKS AS SHOWN ON THIS FINAL PLAT UNDER THE NAME AND STYLE OF: AND REPLACING ORAINAGE FACILITIES OF ANY KIND OR NATURE WHATSOEVER, INCLUDING BUT NOT LIMITED T0, STORM SEWER DRAINAGE PIPES, VICINITY MAP EQUIPMENT AND APPURTENANCES, AND (8) DRAINAGE OF WATER FLOWING FROM OTHER LANDS, TOGETHER WITH A PERPETUAL RIGHT OF INGRESS AND WEST DAY SUBDIVISION SECT 7 SEC7 7 SECT 8 EGRESS TO AND FROM SUCH EASEMENT, PROVIDED, HOWEVER THAT THE SHARED DRAINAGE EASEMENT LOCATED ON LOT 3, AS WELL AS THE STORM SCALE: 1"=500� —' ` � -" SEWER DRAINAGE PIPES. EQUIPMENT AND APPURTENANCES, ARE LIMITED TO THE ELEVATIONS SPECIFIED IN DETAIL B ON SHEET 3, AND, FURTHER A SUBDIVISION IN THE TOWN OF VAIL, EAGLE COUNTY, COLORADO; AND DOES HEREBY ACCEPT THE RESPONSIBILITY PROVIDED, HOWEVER, THAT EXERCISE OF THE EASEMENT RIGHTS CREATED HEREUNDER SHALL NOT INTERFERE WITH, DISRUPT, DAMAGE OR PRECLUDE THE USE AND FUNCTION OF OR COMPROMISE THE STRUCTURAL INTEGRITY OF THAT CERTAIN TUNNEL STRUCTURE LOCATED ON LOT 3 THE COSTS OF THE FOR THE COMPLETION OF REQUIRED IMPROVEMENTS; AND DOES HEREBY DEDICATE AND SET APART ALL OF THE MAINTENANCE, REPAIR AND REPLACEMENT OF STORM SEWER DRAINAGE PIPES, EQUIPMENT AND APPURTENANCES SHALL BE SHARED EQUALLY AMONG LOTS PUBLIC ROADS AND OTHER PUBLIC IMPROVEMENTS AND PLACES AS SHOWN ON THE ACCOMPANYING PLAT TO THE 1, 2 AND 3 NOTWITHSTANDING THE PROVISIONS OF THIS GENERAL NOTE 16, THE TOWN OF VAIL HAS, AND SHALL CONTINUE TO HAVE, PRESCRIPTIVE � USE OF THE PUBLIC FOREVER; AND DOES HEREBY DEDICATE THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE RIGHTS FOR THE FLOW OF WATER THROUGH THE SHARED DRAINAGE EASEMENT INDICATED AS EASEMENT ON THE ACCOMPANYING PLAT AS EASEMENTS FOR THE PURPOSE SHOWN HEREON; AND DOES HEREBY GRANT THE RIGHT TO INSTALL AND MAINTAIN NECESSARY STRUCTURES TO THE ENTITY RESPONSIBLE 17. THE LOTS INCLUDED IN THIS FlNAL PLAT ARE LOCATED ADJACENT TO OR NEAR A PUBLIC SKIING AND RESORT AREA, (THE "RESORT AREA"). THE RESORT AREA IS EXPECTED TO GENERATE AN UNPREOICTABLE AMOUNT OF LIGHT, NOISE AND ODORS ASSOCIATED WITH SNOWMAKING AND SNOW ' FOR PROVIDING THE SERVICES FOR WHICH THE EASEMENTS ARE ESTABLISHED. GROOMING ACTIVITIES AND AN UNPREDICTABLE AMOUNT OF VEHICULAR AND PEDESTRIAN TRAFFIC WITH ITS ATTENDANT LIGHT, NOISE AND ODOR - NUISANCES, INCLUDING BUT NOT LIMITED T0, BUSES WHICH MAY TRANSPQRT SKIERS AND OTHERS T0, FROM AND AROUND THE TOWN OF VAIL IN TITLE CERTIFICATE ADDITION, THERE IS EXPECTED TO BE SUBSTANTIAL CONSTRUCTION RELATED ACTIVITIES NEAR THE LOTS WHICH MAY CAUSE CONSIDERABLE NOISE, DUST EXECUTED THIS __________ DAY OF ___________________, A.D., 20________. CLERK AND RECORDER�S CERTIFICATE AND OTHER DISTURBANCES AND INCONVENIENCES OWNERS AND OCCUPANTS OF THE RESIDENCES AND LODGING UNITS ON THE LOTS CAN EXPECT TO BE SUBJECT TO THE FOREGOING FROM TIME TO TIME AND AT ANY TIME DURING THE YEAR BY ACCEPTING A DEED TO A LOT OR ANY PORTION OF A LOT, THE OWNER THEREOF ACKNOWLEDGES THAT SUCH LOT OR PORTION THEREOF MAY BE SO AFFECTED AND WAIVES AND RELINQUISHES ANY RIGHT TO � ----------- _______________ DOES HEREBY CERTIFY THAT THE TITLE TO ALL LANDS THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER ON THIS _____ oB�ECT ro THE FoRECOirvc AcTiwnEs SHOWN UPON THIS PLAT HAVE BEEN VESTED IN ______________N___________________ DAY OF ______, A.D. 20____, AT ____ 0'CLOCK ____.M, RECOfaED UNDER RECEPTION 18. THE ROADWAlS ADJACENT TO LAND WITHIN THIS PLAT, INCLUDING WITHOUT LIMITAl10N, FOREST ROAD AND SOUTH FRONTAGE ROAD, WILL BE USED ------------------------------------------------------------------- No _____________-_ FOR INGRESS AND EGRESS OF RESORT AND MOUNTAIN OPERAl10NS VEHICLES, INCLUDING BUT NOT LIMITED T0, TRANSPORTATION, MAINTENANCE AND OWNER� THE VAIL CORPORATION, ADDRESS' P O BOX 7 ____________ CONSTRUC110N VEHICLES SUCH TRAFFIC WILL GENERATE DISTURBANCES AND INCONVENIENCES, INCLUDING WITHOUT LIMITATION, AN UNPREDICTABLE -------------------------------------------------------- ° A COLORADO CORPORATION VAIL, CO 81658 AND TH4T TITLE TO SUCH LANDS IS FREE AND CLEAR OF ALL LIENS, TAXES AND ENCUMBRANCES, AMOUNT OF NOISE, DUST AND ODORS. OCCUPANTS OF THE RESIDENCES AND LODGING UNITS LOCATED ON THE LOTS OR ANY PORTION THEREOF CAN DOING BUSINESS AS VAIL EXCEPT AS FOLLQWS: ---------'---------'--' EXPECT TO BE SUBJECT TO THE FOREGOING FROM TIME TO T1ME AND AT ANY TIME DURING THE YEAR BY ACCEPTING A DEED TO A LOT OR ANY ' ASSOCIATES, INC.. CLERK AND RECORDER PORTION THEREOF, THE OWNER THEREOF ACKNOWLEDGES THAT SUCH LOT OR PORTION THEREOF MAY BE SO AFFECTED AND WAIVES AND RELINQUISHES -------------------------------------------------------------------- EAGLE COUNTY, COLORADO ANY RIGHT TO OBJECT TO 11-iE FOREGOING ACTiVITIES DATE THIS ____� DAY OF ______________________, A.D., 20______. 19 ALL EASEMENTS CREATED BY THE PLAT ARE NON-EXCLUSIVE AND MAY BE COINCIDENTAL WITH OT}1ER EASEMENTS MOREOVER, AN EASEMENT MAY BY• ------------------------- _' BE DESIGNATED FOR MULTIPLE PURPOSES FOR EXAMPLE, AN EASEMENT DESIGNATED °PRIVATE UTILITY EASEMENT AND SHARED DRAINAGE EASEMENT" IS NAME: ________________________ ________-__ BOTH A "PRIVATE UTILITY EASEMENT" AND A "SHARED DRAINAGE EASEMENT" -------------- BY: ------ ---- AGEN T ------------ TI,tLE _____ DEPUTY 20. THE EASEMENTS RESERVED AND/OR GRANTED IN THIS PLAT SHALL NOT MERGE, EITHER PRESENTLY OR IN THE FUTURE. WITH ANY FEE INTEREST OF --------------- THE RESERVER OR GRANTEE IF SUCH RESERVER OR GRANTEE IS OR BECOMES THE OWNER OF LAND ON WFiICH THE EASEMENT IS LOCATED, 8UT SHALL ADDRESi _____________________________________________________________ REMAIN SEPARATE AND DISTINCT PROPERTY RIGHTS OF SUCH RESERVER OR GRANTEE, ITS SUCCESSORS AND ASSIGNS, UNTIL RELINqUISHED IN STATE OF COLORADO ) ACCORDANCE WI�}-i LAW SS COUNTY OF EAGLE ) BY ____________ 21 THE VAIL CORPORATION AND VAMHC, INC, AS THEIR RESPECTIVE INTERESTS MAY APPEAR, HEREBY CREATE AND GRANT AND/OR RESERVE (AS ---------------- (SIGNATURE) EASEMENT A DURIGHTS 0 OW Y(S) OF LOTS t AND 3, THEIR RESPECTIVE SUCCES50RS AND ASSIGNS, THE FO�LOWING PERPETUAL N N X LU I THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ______ DAY OF _______________________________________, A D , LOTS 1 AND 3 DRAINAGE EASEMENT: AN EASEMENT ON, OVER, UNDER, ABOVE, ACROSS AND THROUGH (I) THOSE PORTIONS OF THIS FINAL F�i+T 20_______, BY _____________________ AS ____________________ OF THE VAIL ------------------------------------- r DESIGNATED "LOTS 1 AND 3 DRAINAGE EASEMENT" FOR THE PURPOSES OF THE FOLLOWING, AND WITHOUT LIMITA710N (A) USING, INSTALLING, CORPORATION, A COLORADO CORPORATION DOING BUSINESS AS VAIL ASSOCIATES, INC. NAME aND TITLE SURVEYOR S CERTIFICATE CONSTRUCl1NG (), MAINTAINING, REPAIRING AND REPLACING DRAINAGE FACILITIES OF ANY KIND OR NATURE WHATSOEVER, INCLUDING BUT NOT LIMITED TO MY COMMISSION EXPIRES' _____ STORM SEWER DRAINAGE PIPES, EQUIPMENT AND APPURTENANCES, AND (B) DRAINAGE OF WATER FLOWING FROM OTHER LANDS, TOGETHER WITH A ____________________________ PERPETUAL RIGHT OF INGRESS AND EGRESS TO AND FROM SUCH EASEMENT, THE COSTS OF THE MAINTENANCE, REPAIR ANO REPLACEMENT OF STORM I DO HEREBY CERTIFY THAT i AM A REGISTERED LAND SURVEYOR LICEN�D UNDER THE LAWS OF SEWER DRAINAGE PIPES, EQUIPMENT AND APPURTENANCES SHALL BE SHARED EQUALLY BETWEEN LOTS 1 AND 3 WITNESS MY HAND AND OFFICIAL SEAL THE STATE OF COLORADO, THAT THIS PLAT IS TRUE, CORRECT AND COM'LETE AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE 22 THE VAIL CORPORATION AND VAMHC, INC, AS THEIR RESPECTIVE INTERESTS MAY APPEAR, HEREBY CREATE AND GRANT AND/OR RESERVE (AS _____ SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CQRRECTLY SHOWS THE APPROPRIATE) UNTO THE OWNER(S) OF LOTS 2 AND 3, THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, THE FOLLOWING PERPETUAL NaNEXCLUSIVE -------------------------------- EASEMENT AND RIGHTS OF WAY� NOTARY PUBLIC PLANNING AND ENVIRONMENTAL COMMISSION CERTIFICATE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS, AND STREETS OFSAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING LOTS 2 AND 3 DRAINAGE EASEMENT. AN EASEMENT aN, OVER, UNDER, ABOVE, ACROSS AND THROUGH {I) THOSE PORTIONS OF THIS FINAL PLAT THE SUBDIVISION OF LAND. DESIGNATED "LOTS 2 AND 3 DRAINAGE EASEMENT" FOR THE PURPOSES OF THE FOLLOWING, AND WITHOUT LIMITATION (A) USING, INSTALLING, THIS FII�AL PLAT WAS APPROVED BY THE TOWN OF VAIL PLANNING AND ENVIRONMENTAL COMMISSION CONSTRUCTING, MAINTAINING, REPAIRING AND REPLACING DRAINAGE FACILITIES OF ANY KIND OR NATURE WHATSOEVER, INCLUDING BUT NOT LIMITED T0, IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS DAl' OF __________ A.D , STORM SEWER DRAINAGE PIPES, EQUIP�AENT AND APPURTENANCES, AND (B) DRAINAGE OF WATER FLOWING FROM OTHER LANDS, TOGETHER WITH A OWNER: VAMHC, INC., ADDRESS: P.O. BOX 7 THIS ____ DAY OF ______ ____, A D 20____. ----- ' PERPETUAL RIGHT OF INGRESS AND EGRESS TO AND FROM SUCH EASEMENT, PROVIDED, HOWEVER THAT THE LOTS 2 AND 3 DRAINAGE EASEMENT, AS A CdLORADO CORPORATION VAIL, CO 81658 20------• WELL AS THE STORM SEWER DRAINAGE PIPES, EQUIRMENT AND APPURTENANCES, ARE HEREBY LIMITED TO THE ELEVATIONS SPECIFIED IN DETAIL A ON ATTEST: SHEET 3, AND, FURTHER PROVIDED, HOWEVER, THAT EXERCISE OF THE EASEMENT RIGHTS CREATED HEREUNDER SHALL NOT INTERFERE WITH, DISRUPT, DAMAGE OR PRECLUDE THE USE AND FUNCTION OF OR COMPROMISE THE STRUCTURAL INTEGRITY OF THAT CERTAIN TUNNEL STRUCTURE LOCATED ON LOT 3. THE COSTS OF THE MAINTENANCE, REPAIR AND REPLACEMENT OF STORM SEWER DRAINAGE PIPES, EQUIPMENT AND APPURTENANCES SHALL BE SHARED BY: _________ BRENT BIGGS EQUALLY BETWEEN LOTS 2 AND 3. ---------------- ---------------------- --------------------- ' NAME' _____ TOWN C_ERK CHAIRMAN COLORADO P.L.S No. 27598 23. THE VAIL CORPORATION AND VAMHC, INC., AS THEIR RESPECTIVE INTERESTS MAY APPEAR, HEREBY CREATE AND GRANT AND/OR RESERVE AS - ------------------- - ; TOWN 0- VAIL, COLORADO TOWN OF VAIL PLANNING AND APPROPRIATE) UNTO THE VAIL CORPORAl10N, ITS SUCCESSORS AND ASSIGNS, THE FOLLOWING PERPETUAL NONEXCLUSIVE EASEMENT AND RIGHTS WAY y TITLE. ________________________ ENVIRONMENTAL COMMISSION VR UTiLITY EASEA�ENT: AN EASEMENT ON, OVER, UNDER, ABOVE, ACROSS AND THROUGH THOSE PORTIONS OF THIS FINAL PLAT DESIGNATED " VR UTILITY � EASEMENT" FOR THE PURPDSES OF THE FOLLOWING, AND WITHOUT LIMITATION, (A� USING, INSTALLING, CONSTRUCTING, MAINTAINING, REPAIRING AND � STATE OF COLORADO ) SS L �,g�e�q�AO�� ��g���� REPLACING UTILITY UNES AND FACILITIES OF ANY KIND OR NATURE WHATSOEVER, INCLUDING BUT NOT LIMITED T0, WATER �INES, SEWER LINES, ELECTRIC � COUNTY OF AGLE ) � b��� �� '� �� LINES AND FACILITIES/APPURTENANCES, GAS LINES, TELEPHONE LINES, CABLE TEIEVISION LINES, FIBER OPTIC LINES, AND OTHER COMMUNICATION .� ���d�� �� ���i� EGRESSETO A D(BROM SUCHAEASEMENT.FOR INSTALLATION AND MAINTENANCE OF SUCH UTILITIES, TOGETHER WITH A PERPETUAL RIGHT OF INGRESS AND ~+ THE FOREGOING CERTIFICATE OF DEDICATIaN AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME �������l��� F���� f �� ,�� �� � '�i�1f�""!A �!'��,�' � 24 THE VAIL CORPORATION AND VAMHC, INC, AS THEIR RESPECTIVE INTERESTS MAY APPEAR, HEREBY CREATE AND GRANT AND/OR RESERVE (AS `'' THIS ______ DAY OF _______________________________________, A D., ��.� . I�;�i �Iad�l.. I�+L ��c,�ll.i���i�8� APPROPRIATE) UNTO THE OWNER(S) OF LOT 3, ITS SUCCESSORS AND ASSIGNS, THE FOLLOwING PERPETUAL NONEXCLUSIVE EASEMENT AND RIGHTS OF a: 20-------� BY --------------------- AS -------------------- OF VAMHC� INC., WAY• � A COLORADO CORPORATION. CERTIFICATE OF TAXES PAID I�� ���G� EMERGENCY VEHICLE TURNAROUND EASEMENT AN EASEMENT ON, OVER, UNDER, ABOVE, ACROSS AND THROUGH THOSE PORTIONS OF THIS PLAT ~` MY COMMISSION EXPIRES• _______ � �`�B�:.. � DESIGNATED "EMERGENCY VEHICLE TURNAROUND EASEMENT "FOR THE PURPOSES OF THE FOLLOWING: (1) THE CONSTRUCTION, RECONSTRUCTION, . -------------------------- ; - MAINTENANCE, REPLACEMENT, REPAIR, EXISTENCE, OPERATION AND USE OF IMPROVEMENTS AND USES CONSISTENT WITH AN EMERGENCY VEHICLE I, THE INDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS . G TURNAROUND AND FOR PEDESTRIAN ACCESS ; WITNESS MY HAND AND OFFICIAL SEAL. �s�,�e��i��E�:� � •ti DUE AND PAYABLE AS OF ____________ UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON 25 PORTIONS OF LAND WITHIN THIS PLAT ARE SUBJECT TO THE EASEMENTS AND OTHER TERMS OF THE AMENDED AND RESTATED RECIPROCAL THIS PLAT ARE PAID IN FULL. � EASEMENTS AND COVENANTS AGREEMENT RECORDED AT RECEPTION No 839474, THE RECIPROCAL EASEMENTS AND COVENANTS AGREEMENT RECORDED • ---------------------------------- L A N D S U M M A R Y i NOTARY PUBLIC �� �� �� AT RECEPTION NO ___ AND THE RECIPROCAL EASEMENTS AND COVENANTS AGREEMENT RECORDED AT RECEPTION No --- . ---------� ,; DATED �HIS _____ DAY OF ____________, A D , 20_____. PARCEL AREA ADDRESS �� �1�`� ALL RELATING TO THE ESTATES ABOVE THE SURFACE NOTED ON SHEET 2 OF THIS PLAT. = �4 �.dp f�'�RW f� 2s NoncE. , oM� ,u LOT 1 1,972 ACRES 0720 WEST LIONSH=AD CIRCLE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED A UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU �Y ��^ T HAR IN THIS SURVEY BE COMMENCED MORE THAN TEN .�;,M s'� ------------------------------------ LOT 2 2 399 ACRES 0728 WEST LIONSH=AD CIRCLE FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFEC S E ,� . �; ������, TREASURER OF EAGLE COUNTY `2 I��� YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. a ,� �i��`;%4}K ;� ��F'�.��'. �� w �����7--� :� x;,;.�.r�,��x r,� � � , ��,�,����� " � ����� �� ����'��=�4�� ��x,;>f=,���.{,4: �;�= ,.�=,;,�.. TOTAL 6,822 ACRES ��� �� SHEET 1 of 3 � PEAK LAND CONSULTANTS, INC " PEAK LAND SURVEYING, INC. 000 LION S6RIDGE LOOP VAIOL, CO 88657 , DRAWN BY; JF JOB No, 1146 DRAWING DATE. f0/22/04 , FI1iTAL PL� T - - - - - , _ � WEST DA Y SUBDIVISION - ' - �`i-={�o`oo�, -_ C5 � .�_ `� ____ --- A RES UBDI VISION OF P�1R CEL 3, LIONSHEAD PE1l�THO USES, AND - - � ^ � r �` � � - LOTS A, B, D, AND A PART OF C, MORCUS SUBDIVISION, N ` - � _ SECTIONS 6 A1�D �', T 0 WNSHIP 5 SO UTH, RANGE S 0 WEST OF THE 6 th P.M. L13 • T 0 WN OF VAIL, C� UNT Y OF EA GLE, S TA TE OF C4L�I�AD� r � -P L,�5 L(JT 7 p��C�� � BLOCK 1 - G3 L.IDNS'.f��',41> P�'NTf�OUS'�S (`✓AILfLIONSHEAD THIRD FILING� GRAPHIC SCALE �a WEST �� �T��1�".�TEI� BY Tf�fS' PL�T1 � MARK �oc��E 30 0 15 30 6o O aNSHEA� C�RG �? / �5O + � L17 (BOOK 276, PAGE 6Q6) �� � R. �' w t ( IN FEET ) � A\� � G� �v I i inch = 30 ft. '`� � EC1 FOUND No. 5 REBAR � � , ESTATES ABOVE SURFACE WITH ALUMINUM CAP � �L.• � I l C6 C4 EC2 (RECEPTION No. 821386) L.S. No. 2183 M � 'NOT A PART OF THIS PLAT) (HELD POSITION FOR � � ��, I i �,'��`'r.,;�'��� y'�';� � � - ` -` -- - - --_. ._._ .._.. � _ ` � � _ � � _1` 1 ` - r-• VAII/LIONSHEAD THIRD FILING) O � ;',},�,.�,�,;�,�,,,f,I. '��,", EC5 ! , � � � ' £ �;�-' �,},,�,��; ,� +�� EC4 - -- - ._._ � � / I EC3 :'fi�'i�"r4,r, ; ,`,{ � -- ._... ._.. .._ ._ _ _ � � il `_7�J4r 5 Y MENT LEGEND � ` � ,"� i� ��� ONU O ,,�C, � I LoT .� � 1����,��,,}������ r,��;r� M � h� ,� / ��o�crfs srlB�rr�fsfolv� � �� ��„ �'��'�t ' ' � � LOT 1 � �,,. ,��� � , � �� � ��;.,,�,�,,,',, r:,,,, , ��.^�1 � �,��,�,;�,�,,;� ,��,,,1r m N O FOUND No. 5 REBAR WITH ALUMINUM CAP, L.S. No 33655 I1� � �tij /If.�C�T�l.l BI' 7'h'IS f'LATJ � ��'b'�_-�"j;' , ,4't� oo � __1 _r--_. L a QQ FOUND No. 5 REBAR WITH ALUMINUM CAP, LS. No. 27598 �� � / � � 6 "'�'+� '"i � ` 1 r� 19 _ � ('O �vQ�� '�� I I �4r�,- ,-�; � I 1.972 ACRES , � `LO _�_. ___ - _ O� , 1Y * iF�r��� � Q FOUND MAGNETIC NAIL WITH WASHER IN CONCRETE, L S. NO. 27598 �� 'GL � / ` "'rL�''`, - 1 L�� � O7ZH � y ` �^� ^ �� ' -- " -` ~- - -- ___ _ r/ ���� I 1 � '�t�r'�i r i;4ti;�I ��l�Oh'CII.S SUBI�II�ISIONJ O' ,/ / � ',� L=(10 37�� ��.,r�J����;��� '- r -.. �J � � I t z � J Q '` � ACCESS WAY ��� 1`� �,'� ' ,�= � -- --- _....__.. ___�......_...._ ,.�` � � G�" /� z REATED BY THIS PLAT �� ' �� ��AC�IT�'l1 BY THIS' PLAT� � � , ��� ��"� __ -- _._...�_,i'' ,5 �C, � � (� � F�t�,, ', �'�r� � � -Y -� ��. �. _ L' �; I (SHADED AREA) -��;'�',;,'r _��',;';� , ENCROACHMENT j `� � -• ._.. _. ��_ __ � / JI I ��t fF��-, ,'r{ ,� Eg (SEE GENERAL NOTE 12 OF I . a ^ ` "" - --- -�� --- _ _._ ___ TM / o y _ , � � RECEPTION�No. 821386) � 1J °. v� � f%` .�I I ' �, ,;�q x;�`, ',� � � ��� Z���� 11 ]° + �y �i / � I � i+,h',;4 � \ � / �� I I z , �;,'� h'':', � + � HOL�' CROSS ELECTRIC � � Q_ ' W � � I LOT 2 t� ',��, -R�^ ?�� \ � r i 40 0 �� ASSQCIATION, INC 3� � ,,� ��j c,, `� `� �t ��� � �° a, (BOOK 269, PAGE 202) N ,�'� �,, �� � �' � ' '�' �f ( � � � F. �� �� ao,� � ` 2 399 ACRES � �' F � t0 t o � ^ � ' � � �,f` � f� �F,� �'L \ / ,�p (Tl„t � �' � t �c,i � � �� c�`�rf tc,p' '1,�.'f � ° �' � '�' ' �L'. ',i'" � � EMERGENCY VEHICLE � �i �� �`b.- �-� d � � ` 0728 � � � �rn �`�� � � TURNAROUND EASEMENT O ��``�� G✓�,��`.�'\Qr,�,,�/� �� I i � P�IRC�'L ,2 �G�'G,4.�� ��r�,,° ; � ; � � � I CREATED BY THIS PLAT � � '�r `� N I (FrECEPi70P✓ No, 780248) � �y�, � ° / ��\ I I °�° I fYAG'ATIsYl BY TAl.S ALAT/ �r�',�', N'� �� LOT LIN.E' I�ACAT�'1� BY T�IIS PLAT \\ � ((CROSS HATCHED AREA) � N68'30'09"E ���P� ,�o��r'`a�c,'��i' p�1 � � � � `; W';�''� �� � E 30 �. 20 00' i F,�� ���� � � � � l I � � '��,A i �. is�',``�' IW � d (� e ,�' ,,,� n� /' F r! t k /� f 1�.1 / SOUTH LINE OF V � `�`� , �LL,'q ti�, �»;''���, \ �-� � E29 /'� . G �� �, �r 'f;. �, . . .�- �. Fc � WATER AND SEWER EASEMENT `� ` I � PRIVATE UTILITY EASEMENT AND r �y �F;r �, i � � � � /, .0 (BOOK 205, PAGE 31) / ,� 41� - � �` � SHARED DRAINAGE EASEMENT ��-�,' , , ,''r'„�, �� I ��g �� `�,� � r 0, , �,� ��,� / - - _ 136. - � (CREATED BY THIS PLAT) , N74�12�56� _�. �-- � ` � I � r�� {� ',,'4,, '�! �, --' f f 'p + S84'1 ' � �N �S� 114.3a� N 1 �� �/t _� -. - ....� I ,,=., �� , ' � � , � � _ � 5 31 W - 140.s�� _ o w 2a• `�� N 1,�' �,,, MENT \ , 'r �4, r "'. �- r" - � 2p' UTIL�TY EAS;51373) � `- � y,°'-�h� � ��,�!'�' �jiF1s � �'" ' �40.g9� � � 82.96' _.l $ --- ,. , J (RECEPTION No. _ � '� -� � � �r �;4a_', �}- :�, �q. � � r. -- �4a"E � � $ p� 01' --' � � `' "- � � 2°�r: ','�:j�f�`'�- � � � --�inT N69�i ..._. - -� L � 1.67' � �_ .�- � ( ' '� ^ _ �, ...,_ � � �74'12'56°E - 165.20 Z ' � _ � ` L {,r,, _F, �f�r', }�, ''�, �...�r�:...: '---':';1 N 1 �- - f _ - - - - ► - - _ '� r s �;� ,� 5 _ 18.44' j-- t O _ - N �I ^ - - - - - - - - - - - - - �',� ;;.���,;` rw --� �r �, � �{'�#� , � - ,6 - _ o � �� � _ �g7 sa4• 5�3���w - �3� - r o, Q• /�� I +�,r ,�y�� { 'i f' r^i �+���} ���� ! t !! � � � N � �O � �4 i i' �L,i'r,' _y ���f{� �m J N 1 Ar��'�.g E $4' �� O � � C � '+�, �r'� �� �'-�?� � ''�: ,� - 01 IO N69•`�L 8 1 4� �� � p -PI � � - ,;� �r' - � , . �4��� � O , 1 � ,,•- � � r' ' F,r $�"j' �} ,,i �rtr '. -Ft � � O , 1 �° � i ` � I � � �`�F�' '' ��y'�� ^' � 11� � I LCfS 1 AND 3 DRAINAGE EASEMENT � � � �1 0 � D � k,�' ,��r.�� y ��. $' q;�3°' E�a I (CREATED BY THIS PLAT) N �Q� , ' 3 � 'i � O � � / " , N � � 15.68� � � 6 ' N ��r af� T�ERS C��JDOMINlUMS /$a' o I s� r L � � -� -y � � J Z I � (P 14.39' ` \ � � z° =r� : � O� _ J �� �� 5.62' l N o D( (80t?K 226, �I;rE ��u) 10 -- � I \ ' ' Z41.58'� - -"� \ � � t �/ N74'12��E _241.91 [ _ _ - -� ' � L7 1�7 � cn 5$•g3 `��' � �m � _ �� - �� I � ,49"E � 2 \ `� � 10' UTILITY EASEMENT � � v y� Z �� _ _ N6g 42 � CJ� � 30� UnLITY EASE51373) � 28� 5a' � \ \ �l (RECEPTION No. 780247) � � TION No. , , , „ _ 2g1 88 �•�- - � � � � � (RECEP 5.89 - 1 L 0 T 3 N7412 56 E _ LOT .D , FOUND No. 5 REBAR � FOUND PLAIN No 3 REBAR AND O o r I ��ORCU.S' SUB1111�IS"14N,� E6 \ 1 WITH ALUMINUM CAP V � A No. 5 REBAR WITH ALUMINUM CAP N Q E25 2 451 ACRES L S. No 26626 � � L.S No 26626 J L3 � E33 � �Y�CAT�'.IJ BY Tf.�IS' PL�ITJ � FOUNC No 5 REBAR N18'22'44"W - 2.38� 10,p' ` N14'40�17��W - 1 82' FROM LOT CORNER � WITH ,\LUMINUM CAP FROM LOT CORNER � � REPLACED WITH No 5 REBAR " E34 25,0�� PATHWAY EASEMENT FOR THE ` 0825 � 1 1 l S No. 26626 AND ALUMINUM CAP, L,S. No. 27598 � I I BENEFIT OF LOT 3 � PRIVATE UTILITY EASEMENT AND E�� , N16'4:�07"W - 2.08� � � (RECEPTION No. 895558) � SHARED DRAINAGE EASEMENT Ir"�v l FRON LOT CORNER o TRUE POINT OF BEGINNING 10A� VR UTILITY EASEMENT � (CREATED BY THIS PLAT) ° ` - � � I � (SEE DETAILS "B" & "C" ON SHEET 3 ) ��I EAS ME ENT RECEPTION N �682 �`� "�`��" �" `�` '�-- �-� Q � (CREATED BY THIS PLAT) LOTS 2 AND 3 DRAINAGE EASEMENT I � 5 L1 �'° '`--- ---- -__. �_.,� �'- `�'�' ""�° ---- -�-._ ____ (�'1 � � (HATCHED AREA) (CREATED BY�THIS PLAT) LOT LIN�' IjAC�1T�'1J �°""'"' � � � • � - 135.64'� � ______` ^ � �" "` "---- --�-- -__.._ __� __ 0 � � ' (SEE DETAIL A ON SHEET No 3) BY T.l�I.S'' PL�T � � � � � S76 4419��W � _ � _,.,_. --- '-- -__ __,_.. -___ _____ __� �^_ 'r `� I � i V � J ` FOUND No 5 REBAR \� � .,..--- '�� � � ~� T ��' -'° � � ._.-� I I LCIT B ` WITH ALUMINUM CAP � � � �. �' • � �rGlOR'CUS SUf�lllYf,�S"IDNJ � L S No 26626 � I � � .2g � �-1 Q �7 N Im I N �YAC�T�'1� BY TfIIS' PLf4TJ � N14•5�'os"w - � �� � E22 �� � 2$21- Q, ' FROM LOT CORNER � A„�pJ � .._-�- LINE TABLE LINE TABLE � � � FOUND CHISELED °+" I� I 6�5`'� ...� "! LINE LENGTH BEARING LINE LENGTH BEARING � � p IN CONCRETE � ' / S6 r' L1 30 00' S83'59'19"W E1 49,77' N07'07'48"W C� REPLACED WITH BRASS TAG FOUND No. 5 REBAR � ��.�i �M�NT /, ----'' , , „ , �� � L.S. No. 27598 I ' WITH ALUMINUM CAP � ��,� �AS 6�2� �- L2 3.15 S15'46 41 E E2 5 66 N32'42'13 W ' N17•37 56"1N 26 85' ' � �fl ���U N N° �--�" � CURVE TABLE L3 198 70' N74'12'S6"E E3 3,24' S57'17�47"W I I R�GEP� i CURVE DELTp RADIUS LENGTH TANGENT CHORD CHORD BEA�RING L4 6.35� S20'17'11"E E4 15 59� N32'42'13"W 10.� RECREATION PATH EASEMENT FROM LOT CORNER / � L5 4 79' N20'17 11"W E5 5 00' N57'17'47 E � �-- C1 62'28'03" 24 91 27 16 15 10' 25 83 St 5'45'24 W � �� �.- (RECEPTION No ___________) , � !-- "' TR A C T B C2 15'44'43" 629,25' 172,94' 87.02' 172.39' N38'00'42"E L6 59.18' N69'42'49"E E6 62 26� N32'42'13"W : N 31 �4�'14��W - I .44� I I �a/ _� --'" � C3 80'45�1?" 25 00� 35 24�� 21 26' 32 39'� S66'36 29"W � � L7 4 79' S20'17'11'E E7 219 80 S16'07'34"E EC6� ,.. (VAIL/lIONSHEAD, TNIRD FILING) C4 62'30 0� 392.00 427.61 237.87' 406.72 N76'07 20"E L8 59.29' N82'49'24"E E8 82,67' SO4'37'34"E I ' ° C5 31'40'OS" 239.00� 132 10� 67 78� 130 42� N60'42�21"E L9 18 52' N39'10'12"E E9 24 67� N73'09�40"E 1 78 92 a, • C6 32'11'08" 392.00' 220.20' 113.09' 217.31' S88'43'09"E L10 4 88' NO2'44'06"W � � » � 280��� � LZ C7 30'19'a?" 392 00' 207 41' 106 20' 205 Q0� N60'01'46"E E10 10.00 S16'50'20 E � 34.46� E23 S7L���2,'S6 w _____ ---- ECt " , , , L11 65 38' N68'30'a9"E E11 24 87' S73'09'40��W N `_ �_ __,_ 5'37'OG 392.00' 38.43' 19.23' 3841 N75'1106'E L12 41 67' N21'29�51"W - 2�+ �T���TY EASEMENT o ____,.. _--- EC2 3'39'28" 392 00' 25 02' 12 52� 25.02' N76'09'56"E E12 78,30� S16'S0'20"E 117682) o _,`._ _----- ~--" 'J EC3 '4 ' '" ' 1 ' 19 18' N76'35'50"E L13 15.50' N83'56'04"E E13 22 25' S59'23'49"E �• S77'29��Q��W (RECEP��ON �Q ---- � L14 19 30' S06'03'S6"E � � �� � � .._._-- ---' EC4 0'51'1E" 392 00� 5.85� 2.92' S.85� N74'45�36°E L15 9 10' N83'56'04"E E14 45.89 N70'57 22 E 89.72� ____. -- �'"-' EC5 1'57'3:'" 392 Oa' 13 40' 6 70' 13 40' N73'20'S9"E , , „ E15 35 56' S76'23'13"E � ..,-- --- y`' EC6 25'43':3" 177 25' 79 59' 40 48' 78 92' S74'12'S6"W L16 27.90 S06'03 56 E E16 33,67' S20'17'11"E _ _�! _�_._._ � �� � � � � � „ L17 24.10' N83'56'04"E , `�`____ ____ _--- EC7 61'56� 15.00 16.22 9.00 15 44 S65'35 49 E L18 71 40' S06'03'S6"E E�� 35,93' S19'02'38"E ;\ , E1 S 30 36� S69'42'49"W :' � � N31'40'14"W - 1.44' �20 22's2 sss 3o'os w ; , ,; , „ E19 70,82 S31'27'38'E � � L2t 22,92' N68'30'09"E Eza 27 00 S07'11 35 E ;` , \ L22 20 54' S21'30'33"E Ez2 33 72' S66'54'19"'W a: c. � � �� :ti � c���nnr�O»,Af E23 10,01' S74'12'56'W - � `` J L7 E24 130.10� N18'26'49"W , , ` Q9�1 2� E25 10 00' N74'12'56"E � E26 130.10' S18'27'07"E � � ` FOUND C�ISELED "+" E28 16. 7, N35 28 01'"E % � � �� ti IN CONCPETE E29 11 15� N06'34'13"W , � REPLACED WITH BRASS TAG E30 2.14' N83'25�47"E � �� �� L.S. N o. 27598 � ��� _,� �'� E32 25,08' N7412'56"E , O tia, �' �;}� O ��� E33 6 82' S20'17'11"E � ���,,�� �€ ����:�"� �Q � �` E34 8 78� N20'17'11"W ., y�;;::�,sw;r ;� �������.� � � �p . �:.� ., _,1������_ �� €�r � ��� ���� � �� SHEE T 2 o f 3 y'�4 ap��ry"�`�14'b��� �'-n��?'Sd`t�+Jii`��°r ��"r�}Ai=r,.�`xxEF„� Q a�5�1�%..�ifi�C:� ` O PEAK LAND CONSULTANTS, INC � " PEAK LAND SURVEYING, INC. ' �i ' • 970-476-8844 FAX 970-478-8618 � � DRAWN BY� JF' JOB No. 1146 7000 LION'S RIDGE LOOP VAIL, CO 81657 ' DRAiPING DATE. f0/22/04 .r � FINA� I��A T LOT 3 LOT 2 129'4 TRACT B � WE S T DA Y S UBDI VI SION 74.3' I , A RES UBDI VISION OF P�1R CEL 3, LIOIVSHEAD PENTHO USES, AND °� °� °� ��, � ��, ��, I L O T S A, B, D, A1VD A PAI� T OF C, MOR C US S UBDI VI�'ION, o 0 0 0 0 0 SECTIONS 6 AND 7, TOWNSHIP 5 S� UTH, RAIVGE 8� T�VE�'T OF THE 6th P.M. a� a� a� T 0 W1l� OF VAIL, CO UNT Y OF EA GLE, S TA TE OF COL OR�D 0 8140 8140 EXISTING GRADE � � I .-- — — — — — � ,�-' � STORM SEWER I AT AND BELOW 8106.31' $�20 y g�2� PROPOSED � PROPOSED EXISTING BOULDER WALL � \GRADE GRADE � STORM SEWER C = — _ � STORM SEWER � ` — ---- --..� AT AND BELOW 8103�83� •� - +��`� �'r�r�, AT AND BELOW 8101.58' \ 5100 8100 �, `�4"-'RGF*; ,�- � , � , ,, �., � ' � � _ , � 2 CP,,' i-".�, � 24" RCP \ ,t� ,�_ �_ �{x' �_ �,,,,�,�, � i�,_ x,.� �,� , . �s,� - STORM SEWER ' 1A. 2r ili .�'�-�'� �'i � 1 r - I s��- =��'�;t'�r���-� � ''��� ,�4 ��` ���,�,�.�� '������,r��-��� '��r� _ F F��- _ AT AND BELOW 8100.57' \ , ��.� _ ►�� " � 26 0' - �— 36.0' 8,3' I ( it'1'a ,j , 4 �4,;y; � DATUM ELEV 4.0� .S"C A L�.'' 1"=6 0 ' ���4�'; ` �`� eoeo,o0 o+aa i+oo z+oo ACCESS 1hAY l r�y�� f�, L O T 1 EASEMENT LIMITED BY ELEVATIONS AS SHOWN (SHADED AR[A) �;��+,� �;� T H I S S E C T I O N O N L Y ��';'� �i �',��',� 'j �',�,3 ", ;1' a � �t��"'� ��'��'�� EMERGENCY VEHICLE i,�'�4� .i,� � LOT 2 � � 1 � TURNAROUND EASEMENT ��T� .'�� � (CROSS HATCHED AREA) 24" RCP DRAINAGE DETAIL "A " r �� - i �';,� ,L;`�q� NOT TO SCALE I�,��;, '' .,� [ �'i�;� 1"� � 1 1„�' ��',!�+1 t � �1 [-'� t`� 4,` '���,t��,� LOT 3 �' '' ' �1�1� 135 5' i�- � ._'��,;, 'F� � { i 1 I 1- � r�,�,� LOT 1 TRACT B �,,, � i' ''1�,'�{''r,"�,',�t�' r� ��� ;,;,�, � _ ''�� 62.9' I � �u� �co Z I o� o� _ v�N cn� I N �J �J a� O O W a= a= oa oz oz LOT 3 a� a� a� 8140 8140 10,0� VR UTILITY EASEMENT ' � � ^y ` �� I (HATCHED AREA) � _. - - ` _ _" .� � `. � 8120 , , .-- — � 8120 _ STORM SEWER STORM SEWER \ ' AT AND BELOW 8103 20' AT AND BELOW 8 00.00� � � TUNNEL �.. � j ACCESS WAY, C _ s�oo EMERGENCY VEHICLE TURNAROUND EASEMENT s�oo ; � , , �, , ,,, . � � W , ���� ,�,� � �, AND VR UTILITY EASEMENT SCHEMATIC � STORM SEWER ��a4��RCp� -i��,f ��.,.'_ °{.�� �'��.�;ac'pz� , � }r AT AND BELOW 8 97.44' 24 RcP \'` -- � _ AT AND BELOW 5100.00� � " �' '' ` � � .rl � 'Er . J '1� , f 4 0' I , 15.4' 25.6' 17.9' � . DATUM ELEV 8070.DO 0+0) 1+00 2+00 EASEMENT LIMITED BY ELEVATIONS AS SHOWN THIS SECTION ONLY 24" RCP DRAINAGE DETAIL "B" � NOT TO SCALE � � � I �� �� � � LOT 3 .S'CAL�' 1"=f'O � ��"������ ' � � LOT 1 127.9' 1RACT B ���,�o�� i , i i LOT 1 ��o�� � i i i � � � I ������ i i � �— W I w � �� i i _� N � / i .. i LOT 2 � r � o 0 � I � o I � � o0 60.8� o0 � � � oZ oz / � �� � � � a � a� SOUTH LINE OF � I o� � WATER AND SEWER EASEMENT �� _ J Z � � PRIVATE UTILITY EASEMENT AND � i � g140 8140 (BOOK 205, PAGE 31) � ���_ — o D 1 SHARED DRAINAGE EASEMENT —— -1"—20� UTILITY EASEMENT cn I ___ �__ ——— 1 I i � � I I � -� ` (RECEPTION No 151373 _ c� � — �—� �� wZ � I � 1 _ � I ; ��-- - i ��' I i i'' ---- --- -- -_J I I , _ _ _ -- -- -' —` � � i � � � � n'� s�zo — � --- °� � s�zo i� � � � ���� — � • /� __ J i � � LOTS 1 AND 3 DRAINAGE EASEMENT � z!I' � _� — ��� y. ______.- - � � � Q�,� TUNNEL � - —' — 3 0' UTILITY EASE 5 1 3 3) \ \ b — I (R E C EPTION No. 10' UTILITY EASEMENT �, ————' � �� (RECEPTION No. 780247) �I Q('m g��� : F 8100 a_ LOT 3 � � �+� �� �+� �-�4��� ,,�,1�;�,� ,��,,, � � �, - $„ �,�.� � t , ' ir ^ 1 1 � � � - -- - _ � 8" D.I.P I IJ DA771JV LZE'V 'S��� ,,;.� ,r; ��,t�r� �,� _ , Y� •i,� ,� ,,.$, ' 1 � � � .��.�_ ,� ;'r,, y '''����',$,.,�� �, '�s,�,r':�� , }' f� �,� }�„ i� - PRIVATE UTiLITY EASEMENT AND I -- — eog000 I � — — -_(__ __ __ _ ; , ' ��� f., ',, :}� ' 'r ,` ' , , ' SANITARY SEWER ; � �--� LOTS 2 AND 3 DRAINAGE EASEMENT _ ! _._. .�. —. ._. ._._ � y 4 ` _ I1��`��� ,, '�f I,�, %L, ,y',' ' i'r jI* y j F SHARED DRAINAGE EASEMENT r� � �� �,4 �,_, r'' ��-,,� �� � ,} I �-- � ,�,� r �;�„�'�r','�f���� { f ' ', � � (S E E D E T A I L "A" O N S H E E T N o 3) ���' ---- - - - — 4,��,',r'a�i'�,''� ��',`''�? ;;,,;,��',�°:' i ` '�xr� 4 r�r;`_''�`� ,,��k' AT AND BELOW 8099.75� \ �I ��' �„_._ ' . I i" '11 9 � � � i T " .`' r r�} .} 'i ���F '� I 1 I I '�I I � .�-- � I 1 ''� 1 i7��2�' �,. .-- , 0+00 EASEMENT LIMITED BY ELEVATIONS AS SHOWN 1+00 -' I 1 `_��.R�C�p�,aN Np.,.r -- 5 UTILITY EASEMENT THIS SECTION ONLY � I I� M��-� � � �" (RECEPTION No. 117682) . �F � � �Ac��, � �� ��� �z -� � � �� V"S1L��� ,.- ,.. t � O ;. N<�.,µ ;� ��r,, �� % ' � ������:,,� _� �, �,-�� � � r 8" SANITARY SEWER DETAIL "C" .. ���,4�;�4;��k �- �;;�k�,�:�;� � r ?6�2) _._ --� � ��.u�;v� -�� '�_�r-,� �-, K4 � �si3��;,�� �,��s,fi�n,ss ���u.�����.,��.. N �=-T;nr� +�Q. �� _ _ -- — UTILITY EASEMENTS AND � PEAK LAND CONSULTANTS, INC. 20� UT14►TY EA`��ME T ���C� _.._ - - -" — _ _ _ _ -- — DRAINA GE EA SEMENTS NOT TO SCA f SHEET 3 0 3 " PEAK LAND SURVEYING, INC ^ 5CHEMATIC ' 90 0 UON S6RIDGE LOOP VAIOL, co e8s'si � � ~ r DRAWING DATE: f0/22/04 DRAWN BY: JF JOB No. 1146 � N. S UR VE Y PLA T PROPERTY DESCRIPTIO . . LAND yVf ST DAY LOT: T RECEPTION No. 151373. L o T 4 A1VD L � T 7 BL � C'I� � , VAIL LI�NSHEAD, TI�II-�D FILING RDED MAY 11 TH 1977 A PA 1� T �F 9 / LOTS A AND B MORCUS SUBDIVISION, AS RECO , 1� � � T M NTAN AND � PAI� T OF LOT►S A , B, C, AND D9 1�IOI� CU►S' Sl1BDIVISION, � ��ARIO T • 4 THE AMENDED PLAT OF THE SITE PLAN FOR THE MARK LODGE, AS RECORDED OCTOBER 17TH, 1978 -�j � J�T n � �a y�NS�IIp 5 s� UT�, R�1NGE C� O IY �� T O� �HE 6 th P. lYl • ' AT BOOK 276 PAGE 607. SE C'TI�NS v 1 V lJ � THE CONDOMINIUM MAP FOR THE MARK RESORT AND TENNIS CLUB, AS RECORDED MAY 14TH� 1980 .` _ T� WN DF VA IL, C'� UNT Y OF E� GLE, S TA TE OF C OL ���A D O AT BOOK 300 PAGE 184. PARCEL 2 (A PART OF THE MARRIOTT MOUNTAIN RESORT AND SPA) � GRAPHIC SCALE i � LOT D AND A PORTION OF LOT C MORCUS SUBDIVISON AS RECORDED MAY 11 TH, 1977 AT � � • � 40 0 20 40 $� RECEPTION No. 151373 AND A PORTION OF LOT 4 VAIL/LIONSHEAD THIRD FILING AS RECORDED � • / ' OCTOBER 15TH, 1971 AT RECEPTION No. 117682, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: � • , � � BEGINNING AT THE NORTHWEST CORNER OF SAID LOT C MORCUS SUBDIVISION THENCE ALONG THE �' � . � ( IN FEET ) / WESTERLY LOT LINES OF SAID LOTS C AND D S15'47'02'�E A DISTANCE OF 399.00 FEET TO THE SOUTHERLY LINE OF SAID LOT D; THENCE ALONG SAID SOUTHERLY LINE, THE FOLLOWING 3 COURSES; � � SEC�-'ON 1 inch = 40 . / 1. N74'12�56"E A DISTANCE OF 26.6� FEET SE�T��N� � � I 2. N15'46'S1"W A DISTANCE OF 3.15 FEET / � � 3. N66'S4'19'�E A DISTANCE OF 210.00 FEET _ THENCE ALONG THE WESTERLY LINE OF THE MARK RESORT AND TENNIS CLUB AS RECORDED MAY 14TH, � � 1980 AT BOOK 300 PAGE 184 THE FOLLOWING 4 COURSES; _ � � i - _ 1 / � _ � _ � � i 1. N22'OS'37"W A DISTANCE OF 140,10 FEET M01V UMENT LEGEND 2 N74'51'38"E A DISTANCE OF 135.68 FEET � / 3. N06'03'56"W A DISTANCE OF 160.00 FEET � � 4, S83'S6�04"W A DISTANCE OF 260.43 FEET �FOUND No. 5 REBA2 WITH ALUMINUM CAP� L.S. No. 33655 ~ 7� TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF WEST LIONSHEAD CIRCLE; THENCE 129.67 FEET ALONG QQ SET No. 5 REBAR A►ITH ALUMINUM CAP, L.S. No. 27598 � SAID RIGHT-OF-WAY FOLLOWING AN ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 18'S7'10", / ' A RADIUS OF 392.00 FEET� A CHORD WHICH BEARS S86'48'16'�W A DISTANCE OF 129.08� TO THE � SET MAGNETIC NAII WITH WASHER IN CONCRETE, L.S. No. 27598 / C�j ` -7 TRUE POINT OF BEGINNING. SAID PARCEL CONTAINING 2.42 ACRES MORE OR LESS. � �=(70,00 _ CF) C/ CCQ r TOTAL ACREAGE OF ALL PARCELS - 7 741 ACRES. / �2'�g ' r � O � BUILDING S � Z 1 � � � � � �0.0' BACK LINE � � E � � � � / / �� � - c� o' � a W = r,FNERAL NOTES: � � � G S���P 10 � o RVEY: FEBRUARY 2002 TO JUNE 2003. o C m . t DATE OF SU � � � � e����` � LO T 7 � � o 2 BASIS OF BEARING: COLORADO CENTRAL ZONE (HARN) NAD 1983/92 AND TOWN OF VAIL MAPPING � � PROJECT OCTOBER 1996 STATIONS SPRADDLE N 1660652.671 E 2753950.797 AND � � � BLOCK 1 m � WOODMAN N 1652148.916 E 2727065.360, SPRADDLE TO WOODMAN BEARS S72'37'02"W. Ci.3 ` -'" -" - '�"-' � � O. r (VAIL/LIONSHEAD� THIRD FlLING) � � VEY IS BASED ON A LINE FORMED BY A FOUND ALUMINUM CAP L.S. No. 2183 ON THE G WEST ��pN / r 3 ��S S�R SHEAD T-OF-WAY OF WEST LIONSHEAD CIRCLE AND LOT 8, BLOCK 1, VAIL/LIONSHEAD THIRD FILING AND � �� �L6 z MARK LODGE r � RIGH RC�E / THE NORTHWEST CORNER OF SECTION 7, AS CALCULATED FROM FOUND REFERENCED MONUMENTS �' (BOOK 276, PAGE 606) fp�� r*�i � BEING STATE PLANE COORDINATES) S 85'48'35"W - 1368.58 FEET. ��� ,�.� �689�) (50' R,O.W,) g m � • ' " - PLANE COORDINATES. J $ 6� N a CALCULATED ROTATION BEING +00 30 19 RECORD STATE O /`. G�, � 2Z � �-85.38 �a 4, � „ R��C��3 73� �� � 4 PROJECT DATUM SCALE FACTOR: 1.00041186. Q� <� �P � v4 C $���.p�3 �•2�=3 W_" ..L: r � r- v c�� o �'��29.68') S83'S6 04���� - c""��DING SETBACK LIN� � g•O.��G��S� v z 5 THE DIMENSIONS SHOWN [100.Od] INDICATE PIATTED DIMENSIONS, ALL OTHERS ARE AS MEASURED. � � �- �VO•43 � 1 ' � I (I _ �� �V � N y n o\ ° o 6 THE MARK RESORT AND TENNIS CLUB ALONG WITH THE MARK LODGE ARE SUBJECT TO A �V �• J�' �_ � � I ITY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. IN INSTRUMENT � BUtLDING SETBACC LINE � I� � W � UT L ,[Q` , RECOROED APRIL 19, 1978, IN BOOK 268 AT PAGE 202 AND AUGUST 30. 1982 IN BOOK � LOT A o � N o HOLY CROSS ELECTRIC �_������� `-' 344 AT PAGE 922. ,` �, �� MORCUS SUBDIVISION) � °- �0 �� o (BOOK 269,'PAGE�202) O� � / �c�,�� THE VAIL CORPORATIO � + �,hp6•%$g*�` �•9 L'8 / 7 THE MARK RESORT AND TENNIS CLUB ALONG WITH THE MARK LODGE ARE SUBJECT TO A � U� � --.,`___ __ � ASEMENT GRANTED TO CABLEVISION ASSOCIATES, VI, 0/B/A HERITAG CABLEVISION INC. �o� � t�,Q' � / UTILITY E 4 I 726 , 1/ 1 ' I INSTRUMENT RECORDED MAY 20� 1983, IN BOOK 360 AT PAGE 42. `. �!� ,� m� �j W D�.g$������ p� L=(10.37') � N83'S7't9"E - 139 53' _ � � O��`L`� N . G /� � W ___ � �yti � THIRD FILING AND LOT C MORCUS SUBDIVISION ARE SUBJECT � .�� J�v p�� cr ° � o � � � � r N o ��- -'------- 8 LOT 7, BLOCK 1, VAIL/LIONSHEAD, �� � Q "'---� \ � TO THE TERMS, CONDITIONS AND PROVISIONS OF PARTY WALL AGREEMENT BY AND BETWEEN THE � � � • Z � __/ �� 0 � � N - c�, `nt"o. C+J z � • �°- � rv � MARK- LODGE CONDOMINIUM ASSOGATION, INC. A NON-PROFlT COLORADO CORPORATION AND M-K O � ' CORPORATION, A COLORADO CORPORATION RECORDED OCTOBER 17, 1978 IN BOOK 276 AT PAGE 608. � � m m m LOT C ,�p0 `�+ ��G � m m�� c o o / � . �` � � � � � (MORCUS SUBDIVISION s �� �, v► � 9 THE MARK RESORT AND TENNIS CLUB ALONG WITH THE MARK LODGE ARE SUBJECT TO THE � � �z O � -+ o ONTAINED IN AGREEMENT BETWEEN M-K CORPORATION, A COLORADO ��G ;� �Z2c � a � � � 1 � �� \ T E R M S, C O N D I T I O N S A N D P R O V I S I O N S C �,r- 40.�� �;'i, � (�J � �� �� �� �o ORPORTAION AND THE MARK-LODGE CONDOMINIUM ASSOCIATION, INC. RECORDED OCTOBE R 1 7, 1 9 7 8 I N 7 2 0 ��<� � � � � � m � � � C c''' ° z �p r_ BOOK 276 AT PAGE 609. � r �P� / O+ � @vj� oWO. � �'' (� m G?ny�' `'�o � m �` 1 � t �oo• 0 \P� \,\���. 10 THE MARK RESORT AND TENNIS CLUB ALONG WITH THE MARK LODGE ARE SUBJECT TO THE ��v � ��NG SF � � P A R C E L 2 �' � � � ' �g'� J� P R OV I SIONS. COVENANTS AND CONQITIONS, EASEMENTS, AND RESTRICTIONS, CONTAINED IN SOUTH LINE OF !� / \ T9q C N Q (LEGAL � / C O N D O M I N I U M D E CLARATION FOR THE MARK RESORT ANO TENNIS CLUB RECORDED M A R C H 1 4, WATER AND SEW E R E A S E M E N T G �, �1 \ \ \V N o � ) � O 1 0 0' 10 0' � �' �`r '��e O �o 1980, IN BOOK 300 AT PAGE 183. (BOOK 205, PAGE 31) � ��� �0 � F o' � �p,p � O � 'O• G � ��i- \ � �' ' � ° � � ° • 11 PARCEL 2 AND THE MARK RESORT AND TENNIS CLUB ARE SUBJECT TO THE PROVISIaNS, � / OVENANTS AND CONDITIONS, EASEMENTS, ANO RESTRICTIONS, CONTAINED IN AMENDED �,0� / �r 1O � J� . � ME _ 136 4�_�_ � � � HMC AQUISITION PROPERTIES INC. � / � � � �V��p�NE L N40�3�'19yE DECLARATION OF CONDOMINIUM FOR THE MARK/LODGE RECORDED OCTOBER 17� 1978 IN \ 10,0 BOOK 276 AT PAGE 6�6 AND AS AMENDED IN INSTRUMENT RECORDED MARCH 22, 1979 IN � N�4�2 56 e / 14•a PGK � LO T 4 BOOK 263 AT PAGE 3 44, �_ -�'-"' ENT v��o�N���� � �� TBACK � E � � � / sE�_ ,o.o' 185.88' I N IS SUBJECT TO A 30' WATER AND SEWER EASEMENT AS 2p' UTILITY EASEM qCk �� ^`'� � g ILD►NG SE - � G ..�-� BLOCK 1 L11 12 LOTS A AND B MORCUS SUBOIVIS 0 / , OK 205 AT PAGE 31. �o ��E - 1 a� �: oe ~ a���,�R`580,00' ��83.76' T=31 �N�59•43� ��8��2- � 1� E _ 135•68 (VAIL/LIONSHEAD, THIRD FILING) 0 10.0' PER BO � N741 J �' ---- ____ .-- .--. -- 7L�'S1 38 � �K LNE tn � ' 13 PARCEL 2 AND THE MARK RESORT AND TENNIS CLUB ARE SUBJECT TO THE ENCROACHMENT � o � "�_ N '-'��BUILD►NG SETBA MARK RESORT AND TENNIS CLUB N � O OF CONCRETE AND POOL ONTO UTILITY EASEMENT AS SHOWN ON IMPROVEMENT LOCATION o f � � ° � BUIL IN TBACK ' � � (BOOK 300, PAGE 184) o N AN TLER S C ON D OM I N I U M CERTIFICATE PREPARED JUNE 19, 1992 BY INTER-MOUNTAIN ENGINEERING LTD., PROJECT No. � o �p,0 AND Z N 92255 S. �1 �, D � � LIONSHEAD PENTHOUSES N O) o (BOOK 226, PAGE 820) 14 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY r' �g�'� ° � y rl (RECEPTION No. 821386) y C+J c TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS / V �, o p rn • n N � ANTLERS CONDOMINIUM ASSOCIATI UTILIZED IN THIS LAND SURVEY PLAT WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, 10.0� � N � � 714 � � � (AGENT FOR OWNERS) z MARRIOT MOUNTAIN RESORT AND SPA ORDER No. VC273511, DATED AUGUST 15, 2001, AT 5:00 P.M. 241.58'] ��� �"'"'�� � G � �"r r r*� WEST DAY LOT ORDER NO. VC273511.1, DATED AUGUST 15, 2001, AT 5:00 P.M.. � �p,Q' N�-4�56"E -_��� � � N N � a C � � N�� rn ' � FOUND PLAIN No. 3 REBAR AND 15 NOTICE: � _.--� �� v_ � + F O U N D N o. 5 R E B A R ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT W 30� �n��TY EASEMENT -� � r�" � '!Z Nn WITH ALUMINUM CAP � ,Z A No. 5 REBAR WITH ALUMINUM CA P IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY o ,�.--� N o LOT D � u � L.S. No. 26626 -+ L.S. No. 26626 A N Y A C T I O N B A SED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM Z o ��- �'-` � z (MORGUS SUBOIVISION) � p � c� N16'42'07"W - 2.08' 10� UTILITY EASEMENT � N14'40�17"W - 1.82� FROM LOT CORNER THE DATE OF CERTIFICATION SHOWN HEREON. / � �,r►- . ,�� 2g1.8 8' [2 8 1•5 8� � c� � F R O M L O T C O R N E R v REPLACED WITH No. 5 REBAR ��_ N�q.�2 56 E - r_ � � � AND ALUMINUM C A P, L.S. No. 2 7 5 9 8 � �� � W �24 � �?� 5 UTILITY EASEMENT � �TI � Z y O � 0 m � BUILDING SE�A� I E O �! � '= " - 135. L12 - - - - - -- .- ._._, _ � � J o " , -�2i S76,= 19 W- 64 o � � Z LOT B 10,0 0 �-- CURVE TABLE I � N (MORCUS SUBDIVISIONN o CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING � � m THE VAIL CORPORATIO � ' n$ •2� ' 1 ' 8'13" 24.91' 27.16' 1511' 25.83' N15'45'24"E I � � � �y „ „ FOUND No. 5 REBAR � SESgA�K ��N� � 9'E � ` FOUND No. 5 REBAR C 62 2 � c� FOUND CHISELED + 730 Ct 61'42'15" 25.00' 26.92' 25.64' � � WITH ALUMINUM CAP p aV��p1N� 10�p' 6•5�� WITH ALUMINUM CAP , � M � , � , . � „ :.� O IN CONCRETE 2 6 L.S No. 26626 C2 15 44 48 629.25 172.94 87.02 172.39 N38 00 42 E I � � REPLACED WITH BRASS TAG L.S. No. 26626 / / � N C2 14'01'19" 623.00' 172.12' , 171•74� . � � Q � m L.S. No. 27598 N FROM LOW CORNER, ' ��+ �'���� �AS� '' N�F R O M4 L OW C O R N ER C3 80'45'12" 25.00' 35.24 21.26 32.39' N66 36 29 E I J � � � C3 81'OS'19" 25.00' 35 40' 32.52' � C4 62'28'38" 392.00' 427.61' 406.72' N76'06'38"E I o �� �"'�� 26.69� C4 62'30'Ot" 392.00' 427 61' 237.76' 406 58� N31 �4���'4��W Q B���p�N� gETBACK L�N_,�-- �- � C5 48'26 51 239.00 202 09 107.53 196.12' S69'05 45"W � C6 13'18'S1" 200.00' 46.47'' 23.34' 46.37' N86'39'45"E I 1 .q-4� �� � �� • ;53.3' - 280.00' �� ° TRACT B C7 07'47'02" 525.00' 71.32' 35.72' 71.27' N76'Ofi'49"E N7412 56 E C8 86'17'a2" 15.00� 22.59� 14.06' 20.51' N64'38'11°W --�" (VAIL/LIONSHEAD, THIRD FILINq C9 28'0a'00" 171.00' 83.57' 42.64' 82.74' N07'29'41"W I � S'�']'29�����W o � �- . � � , , , , � � 0 20 UTlll�SEMEN�� .----�' C10 37'0817 110.00 71.30 36 95 70.06 S12'03 47 E � • i.-- FOUND No. 5 REBAR I 89.12�89•�� WITH ALUMINUM CAP I \ \ L.S. No. 26626 / / �� � N14'S7�08"W - 1.77� I \ � FROM LOT CORNER LINE TABLE � � � / N31'40'14"W � LINE LENGTH BEARING I �.t�.4� ` ' DEPOSITED THIS __ DAY OF ___�__�___-, 2�---� AT ___.M. IN BOOK ______ OF THE SURVEYOR S CERTIFICATE L1 41 67' S21'29'S1"E /;n � I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTIRED UNDER THE LAWS OF EAGLE COUNTY SURVEYOR'S LAND SURVEY PLAT/RIGHTS-OF-WAY SURVEYS AT PA _______, L2 15.50' N83'56'04"E I O \ � c •n9''�O'�W � THE STATE OF COLORADO. DO HEREBY CERTIFY THAT THIS LAND SURVEY PLAT WAS RECEPTION No. ___ __�__----• L3 19 30' S06'03'56"E I �� / I J�� '�' MADE BY ME AND UNDER MY SUPERVISION� AND THAT THE MAP IS ACCURATE AND , r � � CORRECT TO THE BEST OF MY KNOWLEDGE. . L4 9,10' N83'56'04"E I �� \ 89•�2 L�9•94 � _ L5 27 90' S06'03'S6"E I �O \ I \ � L6 24.10' N83'56'04"E - L7 71.40' S06'03'S6"E I �p \ ' I � FOUND CHISELED "+" �A�'----------� BRENT BIGGS � � � �' x;., ,.,, L8 15 96' S83'56'04"W o IN CONCRETE COLORADO P.L� No. 27598 FOR & ON . �u � I � � REPLACED WITH BRASS TAG/ :� ��" " `" L9 22.92' S66'30'09"W � c�t� BEHALF OF PEA< LAND SURVEYING. INC. ��; �,�..}, o � •o �\ �.s. No. 2�5ss SHEET � 0 3 � ,�;�""'''y ;�� ;';�i���'i` L10 22 92' N68'30'09"E I \ I � / f ,� ,������;�'���'� ;_�; ;«;��-�.«r��� .;�; ��;, 20.54' S21'29'51"E I -'�Z/ `I 'J a � L11 \ �\ 46 . ,K, X�!.�t�"�r ��,�,�;�r;�:',,;,,� �$,�.;,�;{.;,��;, � / 11 r� ��,,-,��.��;��,� t - � ���u INC. L12 30 00' S83'59'19"W � ,` , , PEAK LAND CONSULTANTS, L13 3.15� N15'46�51"W t PEAK LAND SURVEYING, INC. I \ � � ' � DRAWN BY� JOHN JOB NO� �% 970-476-8644 FAX 970-476-8616 I L 1000 UON'S RIDCE LOOP VAIL, CO 81657 � , � . � , , � — — � GENERAL NOTES � � i I SURVEYOR'S CERTIFICATE i DATE OF TOPOGRAPHY: FALL OF 2001 TO SUMMER OF 2002. � ' � I I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF 2 PROJECT BENCHMARK: HARN CONTROL POIYT "SPRADDLE". ELEVAl10N = 8287.82� (NAVD 88). THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS � MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND � I CORRECT TO THE BEST CF MY KNOWLEDGE. 3 PEAK LAND SURVEYING, INC. RELIED ON LAVD SURVEY PLATS DATED FEBRUARY TO JUNE � ' � --� OF 2002 BY PEAK LAND SURVEYING, INC. �OR THE BOUNDARIES AND PROPERTY LINES " i DATE• SHOWN HEREON. � � I � BRENT BIGGS N~ 4 DIMENSIONS SHOWN [100.00'] ARE PLATTEO DIMENSIONS, ALL OTHERS SHOWN ARE � COLORADO P.L.S. 27598 � � FOR & ON BEHALF OF AS MEASURED. \ � ���� f �� I ���.� PEAK LAND SURVEYING. INC. 5 ALL UTILITIES SHOWN HEREON WERE FIELD _OCATED BY THEIR RESPECTIVE COMPANIES, � � � PEAK LAND SURVEYING, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE ` , ���� +�'� LOCATIONS SHOWN OF FOR ADDITIONAL UTI.ITES NOT SHOWN. ALL UTILITY LOCATIONS \ y � , ;,,�. - ' � �r.,.,,,,,.,,,,.,., SHOULD BE FIELD VERIFIED PRIOR TO CON:TRUCTION. � : ....a.�..,..�« � -�� " ....,v��.�. ��� � '� i 6 PEAK LAND SURVEYING, INC. DID NOT PERfORM A TITLE SEARCH OF THE SUBJECT PROPERTY ����•° � i � '""':EF�� TO ESTABLISH OWNERSHIP. EASEMENTS OR RIGHTS–OF–WAY OF RECORD. NO TITLE POUCY �� `� " � ' ' �"""" '� OR COMMITMENT WAS PROVIDED TO ESTABIISH THE EXISTENCE THEREOF. GRAPHIC SCALE / �� = " ; --�- y - ��,� �� ,_ _._ AREA 0 � TOPOGRAPHY , �_ , ` � � 7 NOTICE: 100 0 50 10a 200 / p,,.,,� � � � � � � � ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY / �� A SEE SH EET 3 ,� � � �" 1 DEFECT IN THIS SURVEY WITHIN THREE YE�S AFTER YOU FlRST DISCOVER SUCH DEFECT. �. �� s—s � � a �. „_ -� :� \ �-' C l IN NO EVENT, MAY ANY ACTION BASED UP)N ANY DEFECT IN THIS SURVEY BE COMMENCED ,,,,.�. , �+� _�� � - MORE THAN TEN YEARS FROM THE DATE ff CERTIFICATION SHOWN HEREON. ( IN FEET ) /� �� / --�= � � A � _ - ,� 1 inch = 100 ft. - / iiar � � i . -- I e _ � ` / � � � � \ � , � T � � __ ___.. p� / � I� 1 � �' / `~�+s� _ �� �� _ �� -- ' i-�J� 1 tMtlll/Ol01• � � �j ' �� � Y'��M� �� �� ' ��`v � r / I / / \ / � � .� ..v"' I I � � —� Y. 1�..� ` � - ....o,. ^ � ! � "_- --_ / / ' � � \/�` � /` � ��r=— -- — ,r,-�,. ��,. � ,..�- � --�/ / / \ � 1 �,.:d.'�.��J I �` �- �L' ,ti`t � � � �ii�°w ��� / / / / oxrnaamm� � ..M�s. � � I I I ..s- � '"'-'"°""ti�OfA�'� I I �riwu�►s � � 1 •700'la � .i... m�■s�,m:.... � � I s�u�r � i�umra. • � ' / / � �'����•�1�� / / 1 m an I _�--� �`� I � � ' Q�11�wM� I ' I NQIW t{OOY'iOrNA'OYl \ I I u+a�w� /`�/� � .,�,-�i wM- '�° ����,�` � � / � ��_,, �i+' I I / / � �. ��".'"' ) "�""' / /�� /� \ 'foswu91n" � � / +�+• � r.a• � � � � ��M� /� '°'�� � e.w��rs � � �w��.io Y�� ��wr� I ` I — +�^ +�a .w-��IN1M��.�� � ■ � � � � / �� .�.e�... 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- , a , , 'y�7 BRICK PAVER WAU( m EIECTRIC PEDESTAL STREAU � �� �� ������ , �::y 1�oa� " � �J�' / � L12 3500' S85'S4'07"W L61 23760 23245' N44'16'Ot E �_, n � � � „� � TELEPHaNE PEOESTAL BUILDING i� ��N� �� �_ ��0'1 _ -O�� �� / � � CONCRETE WALK ------------- � i �� L13 45 00' SO4'05'53"E L82 12 96' S87'3U'79"W ���� � � L14 52 32' S49'05'S3"E L63 18 48 N 87'30'19'E / I I I � � �� ��i� ���� � � U5 109 50' N85' 4' 7"E L64 249 92' N44'25'19'E � STORM INLET - EOGE OF ASPHALT I � � L16 77 U ' N04'05� 3"W L65 86 7' S03'5 '41'E � �LL � TRANSFORMER EDGE OF CONCRETE �m� ' a j� � 1 � �i�� / / Lt7 72 50' N85'54'07"E L66 45 26� 47 04' S86'03'19'W - DRAINAGE / I� � I I ,,,,,� I ���� x � �� ' ��, ���� ���� ' � / / L19 22.50' N85'S4'07"E L68 3387 N2835'53"W woppEN wau ------------- � � BOULDER WALL ___________ CURB AND GUTTER � I t J01 ��,vaer � � � � � � L20 45.69' 57736'19"E �69 38.47' N04'OS'53"W ��� w� — _ — — oEac � aan0 / ' I I ,ae�r ����� ' '� ' � / { .� ' L21 60 92' SOS'42'58'W VO 45 49' N24'14'35"E OVERHANG � �� r,, ��� ��i �� � / CURVE TABLE L22 B8 50' S85'S4'07'W L71 122 97' 125 00' S86'03'19"W STONE wA�L I t� � � �� � ���� � CURVE DELTA RADIUS LENGTH TANCENT CHORD CHORD BEARING L23 B00' N04'05'53"W L72 4500' S03'S6'41"E TREE UNE / I � � 1t CHAIN tJNK FENCE - — — — — — - � / Ct 44•35'09" 59 82' 46 55' 24 53' 45 38' S55'1 B'44"E L24 35 95' S85'54'07'W V3 45 00' S86'03'79"W — BWNDARY I I � �` �_�,. � ��i � � / � C2 32'37'32" 0 00' 3416' 17 56' 33 71' N29'36'50"W �25 fi7 20' SO4•35'S8'E L74 218 21' S03'S6'41`E o WOOD FENCE — EASEMENT �ynx�'` �e �x--^��► � �%'� � / C3 4•45'59' 67 00' 5 57' 2.79' S 57' N4T21'58'W l26 21B 90' S85'S4'07'W V5 360 64' NO3'56'41'W Vt� _�w� �� � � �r�` � I I �jr�_��.� C4 03'04'13" 3650 00' 195 59' 97 82' 195 56' N75'29'37'W L27 778 30' SO4'05'53"E L76 785 31' S86'03'19"W ADJOINING PR�ERTY � ' I I �yrr / C5 12'5 '2 " 175 00' 39 67' 1 92' 39 9' N07 2'22'W L28 7 7 ' N85'54' Y L77 2 7' N49'44' 8"W I ���,���'ivr — ��M�w � I��, —���� � ' / / C6 05'34' ' 775 264 0' 1 2 1' 264 1 ' N7 '49'47" L29 29 ' 9 4' 1'0 '0 'W L78 1 1 0' 104 7 ' 04' '53" I I � � y����+�"i� � � ✓ C6 5'30' 7' 715 ' 61 11' 130 6 ' 261 01' N70'13'O6"E L30 444 20' 85'S4' 7'W L79 1 0 25' N04'04' 7'W � y �� � ' L80 7 0 ' 6 ' N6 '54'41'E �� C7 34' 7'14' 51 30 1 7 4 ' Ot 00' 47' 7'5 "W L31 7 7B' 4'0 ' � � 'I — —I ,�.. ������"�(� �u' � C8 62'28'13' 24 91' 2716'• 1511' 25 83' N15'45'24'E L32 401 79� S64'3B'10"W L81 S46'S2'35 W w w��~ ►�� � C8 61'42'15" 25 00' 26.92' 25.64' L33 128.90 S28'42'55�W �82 14,40' N01'29'41'W ��' �"` tn� �� � C9 15'44'48' 629,25' 172 94' 87.02' 172 39' N38'00'42"E L34 34 95' N70'14'32"W L83 16,00' N85'40'33"E ' I �M— "f'� ' e`r+Tiy � � � � � O� � C9 14'01 19" 623 00' 17212' 171.74' L35 100 50' N17'4a'35"E L84 20 00' N04'19'27"W '� �/ C10 80'45'12" 2500' 3524' 2126' 3239' N6636'29'E L36 15350' N11'32'35"E L85 75a2' N04'19'27"W EXISTING CONDITIONS MAP � ` \�*+ � ' Ct� 62 28'38M 392 00' 427 61' 06 72' N76'U6'38'E L38 58 00 S7T43 25'E L87 15 50 N83'56'04 E E :. � � � � • � � � LIONSHEAD AREA � 7 �� � C11 62'30'Ot' 392 00' 427 61' 237 76' 406 58' L39 59 50' N84'05'05"E L88 79 30' S06'03'56°E OVERALL MAP i y$ / C12 48'26' 1" 2 900' 202 ' 1075 ' 7961 ' 69'05'4 "W L40 11 66' N46'5 ' "E L89 910' N 3'56'04" k : �„4e �' - � C13 13'78'51' 2 0. 0' 46 47' 23.34' 46 37' NB '39'45" L41 73 88' 4 5' "E L90 7 90' SO6' ' 6` s` " „w �� ��, / � C14 07'47' 2' 52 00' 7132' 35.72' 71 7' N76'06'49�E L42 8700' S40'09' 'W L91 410' N83'56'04- TOWN OF VAIL� -�,�u �. . �„+.��% �r x;,�'�'�: C15 86'17' " 1 00' 22 ' 14 ' 2051' N6438'71"W L43 7051' N 4'05'S "W L92 71 4 ' S 6' • ' i�w�..�iui�� i�� %�'�.�Sr,;���� � ����s-���4�� �- ��-��y��-= f- � EAGLE COUNTY, COLORADO rt4';ty_�,�,:� }� �,�,,:y.F,i��,� x .�,,,_ �� Ct6 28�00'00' 171 00' 83 57 42 64' 82.74' NOT29'41'W L44 137 96' N54'07'02"E L93 15 96' S83'56b4"W .� ,�„ya�jfs"yi'-��` 7�f ��4 — _-' �� ' � 5;:;;,V,�c��4a;7; ��,t:�:�y;�',4�;y;�,Ik''� SF�trir,;,x,4;?S,,W� C17 37'OS'77" 110 00' 71.30' 36.95' 70A6' S72'03'47"E l45 125,51' S68'33'27"E L94 22.92' S66'30'09"W � � PEAK LAND CONSULTANTS, INC. �� �� � '—• C18 29'23'45" 12500' 6413' 3279' 63,43' N79'52'31"W L46 B5.83' 54525'25'E L95 2292' N68'30'09"E �� C19 27'00'40" 275 00' 129 59' 66.02' 128 39' S81'04'23"E L47 50.50' N88'32'48"E L96 20 54' S21'29'S1"E DRAWN: JF REVIEWED; BB � PEAK LANO SURVEYING, INC r— C20 00'23'S3" 365000' 25.35' 1268' 2535' S77'13'39"W L48 3250' S01'27'12"E L97 3040' S83'59'19"W { C20 00'23'53" 365000' 2529' S76'38'56"W L49 21740' S87'21'48"W L98 315' N75'46'51'W SHEET 2 � �;. - 970-476-8644 FAX 970-476-Bfi16 I ,000 uo�'S RIOCE LOOP VAIL, CO 81657 DATE: 06/26/03 PLC JOB#; 108 � � / ��� � � `� / \ � /I` ' /J/ �� / ' WETLANDS � SEWER MAN RIME� 8139.7 // �/ 4 / � �� '4 ���*.,,�\/� I wx�!'� ' • \ � �/ /{ � / / / 8' INV (E) = Bt29.9' � / �� T� �'�� s�'! ! ! / � \ � ^ b• �NV (N� - s�2s.8' / � / � . 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' � , 4 STREAM SETBACK - � „�",43,';��,4�,Xr -,��.,;ti:t„4w;s"i4a c ;�;1"•'sF.i3„r�,� � �� r �"'/' ' � PEAK ~LAND.CONSULTANTSy INCliTiuTr EasEMENr i � I ' � i \ ��� ' � / � , � I DRAWN: JF REVIEWED; 68 REC. No. 117692 �/ � � -� I , PEAK LAND SURVEYING, INC. � i� � � f- / FOUND PLAIN 1 SHEET 3 of 3 � � � No. 3 REBAR DATE: 06 11 04 PLC JOB : 1146 rt w� 970-476-8644 FAX 970-476-861� � �� ���'� ..� \ �� - � (NORTHEAST �2') VAIL VILL�GE, S1XTH FILING � � # ; 1000 LION'S RIDCE LOOP VAIL, CO 8165�j.13' g5 � "'�''� \ dr-'"ar� � L