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HomeMy WebLinkAboutADM070005************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 02 -05 -2013 at 15:17:22 02/05/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R070000450 Amount: $100.00 04/11/200708:14 AM Payment Method: Check Init: JS Notation: 3982 /MICHELLE MELLO ----------------------------------------------------------------------------- Permit No: ADM070005 Type: Administrative Parcel No: 2101- 072 - 0400 -1 2101 - 072 - 0402 -9 2101 - 072 - 0403 -0 2101 - 072 - 0403 -1 2101- 072 - 0403 -2 2101- 072 - 0403 -4 2101- 072 - 0403 -5 2101- 072 - 0403 -6 2101 - 072 - 0403 -7 2101 - 072 - 0403 -8 2101 - 072 - 0403 -9 2101- 072 - 0404 -0 2101- 072 - 0404 -1 2101 - 072 - 0404 -2 2101 - 072 - 0404 -3 2101- 072 - 0404 -4 2101- 072 - 0404 -5 2101- 072 - 0404 -6 2101 - 072 - 0404 -7 2101 - 072 - 0404 -8 2101 - 072 - 0404 -9 2101 - 072 - 0405 -0 2101 - 072 - 0405 -1 2101 - 072 - 0405 -2 2101 - 072 - 0405 -3 2101 - 072- 0405 -4 2101 - 072 - 0405 -5 2101 - 072 - 0405 -6 2101 - 072 - 0405 -7 2101- 072 - 0405 -8 2101 - 072 - 0405 -9 2101 - 072 - 0406 -0 2101- 072 - 0406 -1 2101 - 072 - 0406 -2 2101 - 072 - 0406 -3 2101 - 072 - 0406 -4 Site Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Total Fees: $100.00 This Payment: $100.00 Total ALL Pmts: $100.00 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PV 00100003112500 Administrative Fee 100.00 � 4 T()4f11`OR1AIL ADMINISTRATIVE ACTION FORM Department of Community Development 75 South Frontage Road Vail, CO 81657 tel: 970 - 479 -2138 fax: 970 - 479 -2452 web: www.vailgov.com Project Name: LIONS SQUARE LODGE CONDO PLAT Application Type: CondThPl ADM Number: ADM070005 Parcel: 2101 - 072 - 0400 -1 2101 - 072 - 0402 -9 2101 - 072- 0403 -0 2101- 072 - 0403 -1 2101 - 072 - 0403 -2 2101- 072 - 0403 -4 2101 - 072- 0403 -5 2101 - 072 - 0403 -6 2101 - 072 - 0403 -7 2101 - 072 - 0403 -8 2101 - 072 - 0403 -9 2101 - 072 - 0404 -0 2101 - 072 - 0404 -1 2101 - 072 - 0404 -2 2101 - 072 - 0404 -3 2101 - 072- 0404 -4 2101 - 072 - 0404 -5 2101 - 072 - 0404 -6 2101 - 072 - 0404 -7 2101 - 072 - 0404 -8 2101 - 072 - 0404 -9 2101 - 072 - 0405 -0 2101 - 072 - 0405 -1 2101 - 072 - 0405 -2 2101 - 072 - 0405 -3 2101 - 072 - 0405 -4 2101- 072- 0405 -5 2101 - 072 - 0405 -6 2101 -072- 0405 -7 2101 - 072 - 0405 -8 2101- 072 - 0405 -9 2101 - 072- 0406 -0 2101- 072 - 0406 -1 2101 - 072 - 0406 -2 2101 - 072 - 0406 -3 2101 - 072 - 0406 -4 Project Description: LIONS SQUARE LODGE NORTH CONDO PLAT (EXPANSION Participants: OWNER POWELL, WILLIAM R. & PAULA W 04/11/2007 1200 PALMETTO DR HUBBARD OH 44425 APPLICANT J.L. VIELE CONSTRUCTION 04/11/2007 Phone: 970 - 476 -3082 1000 S Frontage Road W, #202 Vail CO 81657 License: 188 -A CONTRACTOR J.L. VIELE CONSTRUCTION 04/11/2007 Phone: 970 - 476 -3082 1000 S Frontage Road W, #202 Vail CO 81657 License: 188 -A Project Address: 635 LIONSHEAD PL VAIL Location: LIONS SQUARE LODGE NORTH Legal Description: Lot: 8 Block: 1 Subdivision: Vail Lionshead Filing 3 Comments: BOARD /STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 05/03/2007 Meeting Date: Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and /or the appropriate review committee(s). Cond: CON0008916 The main title must be amended to include the legal description of the Lion Square Lodge North property. Cond: CON0008917 All titles and certificates must reference the condominium "plat ", rather than "map ". Cond: CON0008918 An additional note must be added to the plat stating that "this plat shall expire and become void if a building permit for the expansion properties and expansion areas is not obtained, and construction not commenced, and diligently pursued toward competition prior to the expiration of the associated Major Exterior Alteration or Modification Application approval granted by the Town of Vail." Planner: Bill Gibson DRB Fee Paid: $100.00 P{਍ഀ • 9਍ഀ :y਍ഀ t਍ഀ IT OCATION S E ~ .਍ഀ ..a..a. I਍ഀ CERTIFICATE OF 'DEDICATION AND OWNERSHIP ;a a਍ഀ KNOW ALL MEN BY THESE PRESENTS THAT LION SQUARE CONDOMINIUM AS50CIATION, INCA, REPRESENTING -THE OWNERS਍ഀ OF ALL THAT REAL PROPERTY SCTUATED IN THE TOWN OF. VAIL, EAGLE COUNTY, COLORADO, DESGRIBED AS FOLLOWS: ~਍ഀ . ~ ~ ~ ~ .LION SOUARE NORTH GONDOMINIUMS, ACGORDING TO THE GONDOMINIUM .MAP. RECORDED APRIL 16', 1975 IN BOOK 239 ~ r.਍ഀ AT PAGE 408, COUNTY OF EAGLE, STATE OF GOLORADO. TOGETHER WITH AN EASEMENT RECORDED AT RECEPTION Na, ,224911 I i ~ + ~ ° c਍ഀ DESCRIBED A5 FOLLOWS: .~'~"'<-.I..-~ l s1 ~ ~ ~ a਍ഀ • COMMENGING AT THE NORTHEAST CORNER OF LOT 8 BLOCK 1 '.VAIL. LIONSHEAD FILING •No, 3; THENCE S.O3'S6'40" E ALONG ~ s , / , , f THE EAST LINE OF. SAID tOT 8 A DISTANCE OF 241 A0 FEET; THENCE 5 86 03 20 W A DISTANCE QF 17,78. FEET TO THE y j '਍ഀ TRU~POINT OF GINNING. ~ E਍ഀ s ~ t ~ , " „ ! ~਍ഀ THENCE CONTINUING S 86"O3 20 W A DISTANCE OF' 44.50• FEET, THENCE N 03'56 40 W A ,DISTANCE OF 2.80 FEET; ti 0 ~਍ഀ THENCE N 86'03'20" E A DISTANCE OF 44,50 FEET; THENCE S 03'56'40° E'A DISTANCE OF 2.80 FEET TO THE t u~„E„ W ~ ~ SECT. 1 SECT, 6 I TRI,~E POINT OF Q~'GINNING, ....r,~ . ~h਍ഀ SECT. 12 SECT. ? u~RK 1 ~ r ~ -c਍ഀ . J A " UON 54UME I lRSt rua ~ 1 d਍ഀ SAID PARGELS CONTAINING 0,952 ACRES, MORE OR LESS: HAVE BY THESE PRESENTS LAID OUT" PLATTED AND SUBDIVIDED t# ; j~ 1 THE SAME INTO LOTS AND BLOGKS AS SHOWN'ON THES GONDOMINIUM MAP UNDER THE NAME AND STYLE 4F: ~ s,਍ഀ I T4ER f਍ഀ AMENDED CONDOMINIUM MAP LION SQUARE NORTH CONDOMNIUMS, , ,,.~'~.:~;,'~.,,~~,,y,~s k . ~ ~ R , NQ, 6 v ~ ZR~;.+''r TRACf'9'"~^"'""~ t਍ഀ A SUBDIVISION IN THE TOWN OF VAIL, EAGLE COUNTY,=, COLORADO; AND DO HEREBY ACCEPT THE RESPONSIBLITY FOR ' 4 Ttagt4M rRncrs਍ഀ THE COMPLETION OF REQUIRED IMPROVEh~ENTS; AND DO 'HEREBY DEDICATE AND SET APART ALL OF THE PUBLIC ROADS ~~a'T~~ ~ ~ a਍ഀ AND OTHER PUBLIC IMPROVEMENTS AND PLACES AS SHOWN ON THE ACCQMPANIING MAP TO THE USE OF THE PUBUG s~ r ~ FaRESrrucE \ FOREVER; AND DOES.HEREBY DEDICATE THOSE. PORTIONS OF SAID REAL PROPERTY WHICH ARE INDICATED AS EASEMENT +i~ :''r਍ഀ ON"THE ACCOMPANYING MAP AS~EASEMENTS FOR THE PURPOSE SHOWN ,HEREON` AND DOES HEREBY GRANT THE RIGHT ~ ~i' Est ea , r~T' errs A 1 t ~਍ഀ TO INSTALL AND MAINTAIN NECESSARY STRUCTURES TO THE EN11TY RESPONSIBLE FOR PROVIDING THE SERVICES FOR WHICH ~ '਍ഀ THE EASEMENTS ARE ESTABLISHED. .r•'°~ ~ ~ I ~ ~ . ~ '~--~"I"'°' ~ ~ ~਍ഀ H ~ 1~ ~ ~਍ഀ . SEC. T, T5S, RBCW Slh P.M, ~-»a-»=w•- EXECUTED THIS DAY OF A D., 20___-___-' . FCUt~1 ~ ALUWRlUM CM (B.L,M,j 16&4਍ഀ OWNER; LION SQUARE NORTH ADDRESS: '਍ഀ CONDOMINIUM ASSOCIATION, INC. ~ '਍ഀ BY: _ - , ,਍ഀ TITLE: .਍ഀ STATE OF • SS ,਍ഀ COUNTY OF _ ,਍ഀ THE,' FOREGOING CERTIFICATE OF DEDICATION AND OWNERSE9IP WAS ACKNOWLEDGED BEFORE ME , .਍ഀ THIS DAY OF A,D. 20____' BY , AS OF LION SQUARE NORTH਍ഀ CONDOMINIUM ASSOCIATION, INC. 1 OATS OF SURVEY: MARCH 2005 -REVISED MARCH 2007,'਍ഀ 2 BASIS OF BEARING: COLORADO CENTRAL ZONE (HARN} NAD 1983/92 AND TOWN OF V~ MY COMMISSION EXPIRES;਍ഀ - MAPPING PROJECT OCTOBER 1996 STATIONS SPRADDLE N, 1660652,671 E, 2753950.79'਍ഀ WITNESS MY HAND AND OFFICIAL SEAL. WOODMAN N, 1852148.916 E. 2727065.360, SPRADDLE TO WOODMAN BEARS S72'26'S3" ,਍ഀ _a______ 3 PROJECT DATUM SCALE FACTOR: 1,00041186਍ഀ • ~ NOTARY PUBLIC 4 PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE". ELEVATION = 8287,82'. (NA' I਍ഀ ' S DIMENSIONS SHOWN [140,00] INDICATE PLATTED DIMENSIONS, ALL OTHERS ARE AS MEA਍ഀ 6 THIS SURVEY IS BASED ON A -LINE FORMED BETWEEN A FOUND ALUMINUM CAP, L,S, N( u਍ഀ ' ON 'A N0. 5 REBAR ON THE EASTERLY RIGHT-OF-WAY ON WEST LIONSHEAD CIRCLE AP਍ഀ 8, BLOCK 1, VAIL/LIONSHEAD THIRD FILING, AND THE NORTHWEST CORNER OF SECTION਍ഀ TITLE CERTIFICATE CALCULATED FROM FOUND REFERENCE MONUMENTS BEING (STATE PLANE COORDINATES ' S 85'48'35"W - 1368.58'. VAIL/LIONSHEAD THIRD FILING CALCULATED ROTATION = OD; r ii -਍ഀ , DOES HEREBY CERTIFY THAT THE TITLE TO ALL LANDS RECORD -STATE PLANE COORDINATES,਍ഀ SHOWN UPON THIS MAP HAVE BEEN VEST£D IN _਍ഀ _ _ 7 • PEAK LAND SURVEYING, INC. RELIED ON LAND SURVEY PLATS DATED JUNE OF 2002 B ' ~ LAND SURVEYING, ING, FOR THE BOUNDARIES AND PROPERTY LINES SHOWN HEREON.਍ഀ AND THAT-TITLE TO SUCH LAND~a IS FREE AND CLEAR. OF ALL LIENS, TAXES AND ENCUMBRANCES;਍ഀ ' EXCEPT AS FOLLOWS: 8 THE SOLE PURPOSE Of THIS AMENDED CONDOMINIUM MAP ES TO ACCURATELY DEPICT਍ഀ "EXISTING UNIT EXPANSION AREAS" AND THE "EXPANSION PROPERTY°•਍ഀ 9 THE NEW CONDOMENIWM UNITS CREATED AS PART OF THE EXPANSION PROPERTY AND 1 _o________~_.~__________~___._...__________________________________._._ EXPANSIONS INTO THE "EXISTING UNIT EXPANSION AREAS'+ AS DEPICTED ON THIS AMEN r਍ഀ CONDOMINIUM MAP SHALL BE INCORPORATED INTO LION SQUARE LODGE NORTH CONDO BY SUBSEQUENT FILINGS OF SUPPLEMENTAL MAPS AND SUPPLEMENTAL DECLARATIONS.਍ഀ • 10 THE SHADED AREAS ,ARE THE "EXPANSION PROPERTY" AND THE HATCHED AREAS ARE DATE THIS __r___ DAY OF _o_____a_:~_.~~r_____, A,D., 20______.਍ഀ "EXISTING UNIT EXPANSION AREAS". THESE AREAS INCORPORATE BOTH PROPOSED UNl EXPANSIONS AND PROP05ED DECKS AND PATIOS, a਍ഀ AGENT ,਍ഀ 11 UON SQUARE NORTH CONDOMINIUMS IS SUBJECT TO RESTRICTIONS AS CONTAINED IN Tf • PROTECTIVE COVENANTS OF VAILjLI0N5HEAD, THIRD FILING,. RECORDED OCTOBER 15, 19਍ഀ ADDRESS ____----__-~---___~...-_---___..----_-_-.w________________°° ~ BOOK 221 AT PAGE 991, AT RECEPTION N0. 117681.਍ഀ BY 12 UON SQUARE NORTH CONDOMINIUMS IS SUBJECT TO EASEMENTS, RESTRICTIONS AND ,਍ഀ (SIGNATURE} RIGHT-OF-WAYS AS SHOWN ON THE PLAT OF VAIL LIONSHEAD, THIRD FILING.਍ഀ /਍ഀ NAME AND TITLE 13 LION SQUARE NORTH CONDOMINUMS iS SUBJECT TO TERMS, CONDITIONS, RESERVATION:਍ഀ RESTRIC110N5 AND OBLIGATIONS AS CONTAINED IN CONDOMINIUM DECLARATION FOR LIO SQUARE NORTH CONDOMINIUMS RECORDED APRIL 16, 1975 IN BOOK 239 AT PAGE 407,਍ഀ RECEPTION N0, 135447, AND THE SUPPLEMENTAL DECLARATION OF COVENANTS; CONDI'਍ഀ AND RESTRICTIONS FOR LION SQUARE CONDOMINIUMS, RECORDED APRIL 27, 1992 IN E3I਍ഀ 578 AT PAGE 699, AT RECEPTION N0. 474810, AND FIRST AMENDMENT THERETO RECD NOVEMBER 8, 2005 AT RECEPT10N N0, 936163.਍ഀ . 14 LION SQUARE NORTH CONDOMINIUMS IS SUBJECT TO EASEMENTS FOR SEWER LINES, GA • LINES, AND SPRINKLER SYSTEM LINES, AS GRANTED BY INSTRUMENT. RECORDED DECEME਍ഀ ' 1975 IN'BOOK 243 AT PAGE 460, AT RECEPTION N0. 139596,਍ഀ , '਍ഀ ' 15 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE :SUBJECT PRO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD, DOCUMEI਍ഀ • ~ ~ ~ UTILIZED IN THIS CONDOMINIUM MAP WERE PROVIDED BY LAND TITLE GUARANTEE COMP਍ഀ ORDER N0. V50013552, DATED FEBRUARY 6, 2006, AT 5:00 P.M. ANO V50013552-2, ccooiinov ~nnc nT a. nn oA~਍ഀ i tunvniv i i i, cvvv, n,+. vv i rv,.਍ഀ 16 NOTICE;਍ഀ ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY.LEGAL ACTION BASED UPON ON BASED UPON ANY਍ഀ DEFECT IN THIS SURVEY WITHIN THREE,YEARS AFTER YOU FIRST DISCOVER SUCH DEFEI IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMME'਍ഀ MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON,਍ഀ PEAK LAND CONSULTANTS, INC.਍ഀ PEAK LAND SURVEYING, INC. 910-478-8¢44 FAX.970-476-8616਍ഀ 1000 LION'S' RIDGE LOOP VAIL, CO 81657਍ഀ moo਍ഀ J ~ ~ A ~ ~਍ഀ 9 9਍ഀ T~.਍ഀ PHIC SCALE , GRA਍ഀ 20 0 10 20 40਍ഀ ~ i਍ഀ l 1਍ഀ IN FEET , ) (਍ഀ 1 inch = 20 ft, ~ ~਍ഀ { ~ ~਍ഀ T X ANSION IND CA ESE P .PROPERTY਍ഀ ~ ~਍ഀ 1਍ഀ INDICATES EXISTING UNIT i਍ഀ ' ~ EXPANSION AREAS਍ഀ CURVE TABLE ' i਍ഀ CURVE DELTA' RADIUS LENGTH TANGENT CHORD CHORD BEARING਍ഀ C1 51'34'36" 60.00' 54,01' 28.99' 52.21' N71"42'54°W ~ ~ FOUND No. 5 REBAR WITH •਍ഀ C2 3$'00'32" 187.81' 108.20" 55,65' 106.71' 580"59'57°E ALUMINUM CAR, LS. No, 2183਍ഀ C3 74' 49 93' '81,30' S28'59`42"E (HELD POSITION- FOR 71:0000 70,00 ~ 86, VAILfLIONSHEAO THIRD FILING C4 171215 21L00 63,36 31,92 63.12 N02 05 48 W , v਍ഀ C5 46'53'10'" 59,00' 45,01' 23.85'. 43,76' 563'44'40"W਍ഀ C6 61'47'48° 55.00' 59.32' 32.91' 56;49' S09'24'12"'W ,਍ഀ C7 10'47'45" 211,00' 39.76' 19.94' 39.70' N16'05'48"W GL਍ഀ G਍ഀ a P ~ ~a / ~ G਍ഀ ~ ~ q. . ~ , g.਍ഀ . q ' ~ Sq'਍ഀ ~ ~ S ~ ,਍ഀ •਍ഀ MONUMENT LE~ENI~਍ഀ I਍ഀ ~ FOUND No, 5 REBAR WITH ALUMINUM CAP, L,S. No. 27598 ~ ' • .~g00r਍ഀ d ~ ~~NGI ,~q N1 q F1 tp 1 d਍ഀ G V'S rNEPO S~ ~~qNS q~19਍ഀ 85~ P~~I qp3 ~g6 ON v , k 1਍ഀ "~11 °q'<P~~ ~',q~਍ഀ ,k~ 35 OR R ~q~CP S~`o GO k਍ഀ tN~ ,r . ~y਍ഀ rF਍ഀ ' 3 ~਍ഀ ਍ഀ ww ~.ca ,਍ഀ z z ~ ~ ~ , a਍ഀ '਍ഀ ' SECTION 1 SECTION 6 ~ ' . _ SECTION 12 .SECTION 7 _ . ,r ~~J਍ഀ ~ FOUND 3Yz" ALUMINUM CAP N30 O7 24 E - 33,62 22,2' REFERENCE MONUMENT਍ഀ i i਍ഀ FOUND 3Y° ALUMINUM CAP ~ ~ _ z 57214 07 E 22.20਍ഀ 33,9' REFERENCE MONUMENT਍ഀ B.L.M,~ ( 100'਍ഀ FOUND PLAIN No, 4 REBAR਍ഀ SOOd41'4?"W - 25.56' FROM SECTION CORNER਍ഀ n ' ,P BUILbWG SETBACK਍ഀ NEW WEST TOWER਍ഀ ~ ~ ~ ~ ~ ~ EXPANSIONS PROAERTY (SEE DETAIL A ON SHEET਍ഀ ' '਍ഀ t '਍ഀ ENCROACHMENT EASEMENT਍ഀ (HATCHED AREA) ,਍ഀ ° ~ ~ RECEPTION No. 224911) ~ ~ ~ ~ na ( `਍ഀ (~1 HARDSCAPE AND਍ഀ ~ ~ PEDESTRIAN EASEMENT਍ഀ 0.26'-``' (RECEPTION No. 937636)਍ഀ ~ (HATCHED AREA} m (SEE DETAIL E ON SHEET .3)਍ഀ t 2 m ,f਍ഀ w / i E2 /਍ഀ ' ~ !਍ഀ , . y਍ഀ ~,~J o Q ,'7਍ഀ a ~ Q ~ A਍ഀ ~y਍ഀ E4 0,14਍ഀ rr1 L'L UNDERGROUND' STRUCTURE EASEMENT਍ഀ o (RECEPTION No, 9371635).਍ഀ E2 ~ E1 WATER AND SANITARY ` (HATCHED AREA) SEWER EASEMENT (SEE DETAIL D ON SHEET 3)਍ഀ LINE' TABLE (RECEPTION No. 937638)਍ഀ LINE LENGTH BEARING (CROSS HATCHED AREA)਍ഀ E1 17,68' S86'03'20"W E2 44.60' S86'03'20"W (SEE' DETAIL G ON SHEET 3) S87'34'1~~ ATtl%T L)V. T1,1 tnr. it _ a nrev. ~ . w A %y f T% n,਍ഀ PEAK LAND CONSULTANTS, INC. , ETAIL E3 2;80' N03*56'40"W E CR QA ENT D C M਍ഀ PEAK LAND SURVEYING, INC, E4 44.50' 1\186'03'20"E਍ഀ 970-476-8644 FAX 970-476-6616 NOT TO SCALE ' " E5 2.80 5O3 56 4O E 1000 LION'S' RIDGE LOOP VAIL, GO 81657਍ഀ 71਍ഀ 9' ~9' ~ n਍ഀ J਍ഀ 9਍ഀ C~ J਍ഀ ~70 Za' NSfi a਍ഀ 545'1714"W - 9.22' (TIE)਍ഀ S+A਍ഀ 0 S,'}਍ഀ ,਍ഀ F S86'o6'39"W਍ഀ r 23.48' ~ S86'06'39"W _ 44,21, ,਍ഀ S86'07"56°W - 44.57 N , , En r o L25 r਍ഀ L1 N ~ 2 m L27਍ഀ L13 ~ ~ w ~ L2 ~ ~ o਍ഀ ' ~ 'S6"W' rn 586 07 ~ .਍ഀ L2 23.60'. ¢ . ~ ~਍ഀ , o L,;਍ഀ z o ~ ~ W ~਍ഀ ui w ~਍ഀ W ~ a 1 ~ ~਍ഀ tl 1 ~ , ~ L4 ~ ~ r਍ഀ I r. ,p " ,਍ഀ c„ N ~ N 4) N਍ഀ - 26.84' d ~ 586'06 39 W „ >਍ഀ r L20 r 6'pT56 W - 51,26 rn ~ E; S8 ~ 7 co L18 (}1਍ഀ r L਍ഀ , „ 25,98' "P S86"O6 39 W - ,਍ഀ x਍ഀ m , L12 r .਍ഀ cq r f਍ഀ s W਍ഀ L10 ~ . ~A਍ഀ RS'~AL.~• f -20 S'CALD' f -,20਍ഀ DETAIL ~ - ^ A . WEST TOWER EXPANSION PROPERTY DETAIL B EAST' TOWER EXPANSIO ~ .਍ഀ N PROPERTY਍ഀ . ~਍ഀ ~ A LINE TABLE ~ ' ~ IN D LINE TABLE਍ഀ n ~•d L E LENGTH BEARING LINE LENGTH BEARING n E1 1.62' NB6'32'43"E N88'43'24"E - 8,31' ~ ~ „ ~r _,_,s f਍ഀ b Et 36,4 ' , C? 2 N761613 E ~ ~ E2 11. 503"2 '1 " E2 25.76' N65'39'13"E਍ഀ v p E3 .i . E4 4 ,4 ' N44' '1 "਍ഀ N 4 ~ . 4 1.40' X਍ഀ , 1਍ഀ 1਍ഀ Z਍ഀ of W਍ഀ A HARDSCAPE AND PEDESTRIAN EASEMENT ~਍ഀ E1 (RECEPTION Na 937fi36) ~1 A . ~ {HATCHED AREA) I ~ ~ '਍ഀ ' O ~਍ഀ +a ~ t , m ~ m਍ഀ C1 ~ ~ ' ~ ro N44`29'27" - ~ I E 32.&3 i਍ഀ NARDSCAPE ANQ PEDESTRIAN EASEMENT਍ഀ L14N SQUARE i {RECEPTIgN Nn, 937636) LION SQUARE ( N4RTtl COND4tuIINIUMS (HATCHED AREA) NORTH C4N04MINIUMS 1਍ഀ a+no rn o.~so w+cs iCU, ~ •਍ഀ r N4T42'01"E - 22.49' ~ ' r਍ഀ ~ ~ . , ~਍ഀ UNDERGRgUND STRUCTURE EASEMENT ~ 0~ N54'24'64"E - 11.44' / 0 ~u l✓ ~ 0 J-਍ഀ (RECEPTION No. 937b35) y' a~ f/ F Q~+ V {HATCHED AREA ! ~ a~' GO b'"'r 1਍ഀ "00~,~0 ~ k'ti ~ oF90 N73'54'12"E - 32.46' r'~'S~t. •q,,a~q Rn~p Foy ~G9i k *4o,~'Qdp਍ഀ 0 ~ . ' 1਍ഀ ~ r~਍ഀ ~ / ,਍ഀ 1~•w se7~a'~o"w i਍ഀ ,es' ~ 1Is.~$' . ~ r਍ഀ ਍ഀ GURVE TABLE ~ CURVE TABLE CURVE QELTA RADIUS LENGTH TANGENT CHORD CHARD BEARING QURVE DELTA RADIUS LENGTH TANGENT' CHARD CHORQ BEARING਍ഀ CL EC5 1011'49" 60.DD` 10.68' 5.35 10,66' N51"gt'3q"W EC5 44'04'25" 64.OQ' 49.23' 25,91' 48.03' 525'30'25"E E ECfi 5'33'5 " 117,25'' 12,78' 7.61' .71,6 ' N6 "t '1 "E ~ EC6 1734'39" ~ 149, 0'਍ഀ 0 45.71' 23:D4' a5.53` 55679'58" E EC7 703'35" 188.02' 23,11' 11.60' 23.15' N6B'Di"43"W E i਍ഀ . ~ EC8 23"22'27" 60.OD' 24,48' 12.41' 24.31' N5T36'49"W਍ഀ EC9 10'20'31" 98.22' 17.73' 8.89` 17.71' N62'48'23"E sc~z~:• f~f=Qa ~ S'CC~4L~; 1- AO S'C.~L~:• f"= 4P'਍ഀ DETAIL 'D RECEPTION Na~ 937635, DETAIL E RECEPTION No. 937636 DETAIL਍ഀ . CURVE TABLE਍ഀ .CURVE LINE TA DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING LINE LENGTH BEARING LINE LENGTH BEARING ~ LINE LENGTH BEARING LINE LENGTH BEARIN G LINE LENGTH਍ഀ ' C1 51`34'36" 60.00' 54.01' 28,99" 52,21' N71'42"54"W Li 6,13' L21 ~ ~ , 503 53 04 E 8.94 N04 03 02 W L41 ~ 5,00 N04"03 02 W - L61 13:53` N04'03 02'"W L81 j 0,80'਍ഀ C2 .33'00'32" ~ 187;81' . 10$.20' 55,65' 106,71" S80`59~57°E ~ L2 ~ `13,62' N86"06'39" L22 ~ „ „ , „ E 2,51 ~ S86"07 56 W L42 10.00' S85'S6 68 W 162 2.92' ~ S85 56 58 W L82 2.00' C3 7140 00 70.00 86,74 49,93 81.30 528 59 42 E L3 22,04" 503 53 21 E L23 3;44 L4 " ~ ~਍ഀ , " N04 03 02 W 3 5.00 N04 03 02 W L63 . 3,40 N86 06 42 E L83 5;10' C4 17"12'15" 211,00' 63,36' 31,92 .63.12 N02'0548 W L4 3.63 124. ~ „ N86 06 39 E 3.38 N04 03 02 W L44 20.00 585'56 58 W l64 15.00 503"5318. E L84• 2.00'਍ഀ L5 4.45 S03 53 21 E L25 1.88' S86`07 56 W L45 5,00" N04'03'02"W L65 3.40` 586'06'42"W L85 4, '਍ഀ 90 l6 9.00' 503"53"21°E L26 5,62' N04`03'02"W L46 20,00' S85`56`58"W `L66 10J0' „ L , , „ ~ t „ 503 5318E 86 1'2.00਍ഀ . L7 3.84 S86"06 39 W l27 8,90 586 07 56 W L47 5.00 7 " N04 03 02 W l6 .3,40 N86 06.42' E L87 10,10਍ഀ ' L8 2,33 503 53 21 E l28 3.45 S86 07 56 W L48 ~ , 11.00 585 56 58 W L68 26.30 S03 5318E l88 2,00 L9 20J6' N03'S3"21"W L29 13,14'' N04`03'02"W L49 ' ,਍ഀ ' , j 6,00' N04 03 02 W L69 10,40' S86'06 42 W L89 5.00 L10 23,67 S$6-06 39 W L30 3,22 585 56 5$ W L50 10.00 S85'56'58'W L70 . 2:00' N03'S3'18"W L90 2A0'਍ഀ L11 15J9 N(13'S3 ~1"W L31 2~ 7F' tine'n~'n~"W 1 51 c n~~ .,~..nZ~~n~",,, ~ ~ .਍ഀ w u.uu. 114u.+ u,.1 VG YY L! 1 0.lu Nbt> Ub 41 L LJ 1 5.10 L12 4.00' S86106'39"W L32 6,25' S85'56'58"W L52 15.61' L72 5.10' 1 rr N86'06 42 E L111 9.90' N86'06'42"E 1131 9.50` 586'06'42"`W L151 12.96' S86*06'42'"W਍ഀ y S85 56 58 W 2.00 S03 531$"E 192 5.00, 113 5.05 586 06 39 W L33 18.72 N 04 03' W L53 D2 6.00 N04 03 02 W t73 4.20 N86 0642„E L93 9.90 5.00' N03'53'18"W 1112 2.00' N03"53'1 8"W L132 5.74' S04'03'02"E L152 1Q.06' S03'53'1 8"E਍ഀ L14 2,62 S03-53'04"g L34 3 7,73' 540 56 58,1W L54 20.15 S85'56 58"W L74 5, 00 503 5318E t94 2.00' 9.90' N86'06'42"E L113 5.10' N86'06'42"E L133 7,96 S85'56'58"W L153 6.70' S86'06'42"W 2.00' N03'53'18"W L1.14 nn' cn~ F~,`a"c i j~d o,+ n 1-4਍ഀ L15 2.00' S86'06'39"W L35 7.30' 585'56`58'"W L55 2.50' N04 03 02"W L5 10.70, N86'06 42„E L95 5.10਍ഀ L16 10.79 S03 53 04 L36 31,18 585 56 58 W L56 2932 585'56'58"W L 6 2.00 N035318"W L96 2,00' L17 4,10` N04'03"02"W L37 5.00' N04'03`02"`W L57 27.00` L 7 ,਍ഀ N04 03 02 W 7 5.10 N86 *06'42"E L97 5,10 L18 1880' S86'0756" L38 20,00' 585`5658"W L58 " , PEAK LAND CONSULTANTS, INC. 3.50 585 56 58 W L7$ 2,00 503 5318E L98 5,00਍ഀ wm~ 1-19 6,87 N040302"W L39 5,00' N04'03'02"W L59 22.00` N04'03'02"W L79 4.20' N86'06'42"E L99਍ഀ PEAK LAND SURVEYING, INC.. L20 11.40' N86'06'56" L40 „ 9,90 E 10A0 S85 56 58 W L60 3.20' S85'56 58 W LBO 5.00 S03 5318E L100 2.00` 970-476-8444 FAX 970-478-8616਍ഀ 1000, LION'S' RIDOE LOOP VAIL, CO 81657਍ഀ