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HomeMy WebLinkAbout828-782SUPPLEMENTAL CONDOMINIUM MAP OF: 300 SO UTH SPRING STREET _...�.,�_ WHICH CONSTITUTES THE SECOND AMENDED PLAT OF UNIT AOF HANNAH - DUSTIN CONDOMINIUMS (,cori /o :pw tl c yy Date 2 I A PARCEL OF LAND SITUATED IN SECTION 18, TOWNSHIP 10SOUTH,`RANGE 84 WEST, OF THE 6th P.M. — `��KZ °t CITY OF ASPEN COUNTY OF PITKIN STATE -OF COLORADO Reception) r, ! :) , _5 49 K _ f IAh7dCc €,, Et "iii C AUDILL THE PURPOSE OF THIS CONDOMINIUM MAP IS TO CREATE THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, AND - _PIT K IN r COMMON ELEMENTS APPURTENANT TO EACH AND TO REVISE THE DESCRIPTIONS OF TWO 2 STORAGE UNITS SHEET 1 OF 8 CERTIFICATE OF DEDICATION AND OWNERSHIP: CERTIFICATES, NOTES, CONTROL AND VICINITY MAPS KNOW AL SONS BY THESE PRESENTS THAT THE UNDERSIGNED, 300 SPRING STREET ASPEN LLC, BEING THE OWNER OF THAT REAL PROPERTY DESCRIBED AS - -- - -- i -- - - - - -- - - -- - - - -- - - -- + - -- -- - , - - -- - -- -- -_ _. _.. .._. ., _._... FouoW FOUND #5 REBAR Olt A PARCEL OF LAND SITUATED IN SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6TH P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO; SAID i. 'C ')i ASPE PARCEL OF LAND BEING A PART OF UNIT A, HANNAH DUSTIN CONDOMINIUMS, ACCORDING TO THE PLAT OF HANNAH DUSTIN SUBDIVISION, RECORDED SEPTEMBER 25, . 700 6TI ATHLETIC 20061N PLAT BOOK 81 AT PAGE 44 AS RECEPTION NO. 528934; SAID PARCEL OF LAND BEING BOUNDED BY THE FOLLOWING ELEVATION PLANES] FROM A. BASE I ELEVATION OF 7913.26 FEET TO AN UPPER ELEVATION OF 7963.00 FEET (WITH THE ELEVATION BASED UPON A FINISHED FLOOR ELEVATION ON THE GROUND: FLOOR OF I I (Ciro E. HYMAN CLUB 1 SAID EXISTING BUILDING OF 7927.26 FEET); SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CR A N D ALL ! i I_iYL33Afi1 (.•C'sW)IVlil'vil,..11'tfi 7 !' REC x01833 J i �/ BEGINNING AT THE NORTHWEST CORNER OF AN EXISTING B UI S UP PL EME NT A L - INUM CAP FOUND 3.5" AL M SPRING STREET 3E 3i WHENCE THE NORTHWEST CORNER OF SAID UNIT HANNAH L DING ON 300 . DUSTIN SUBDIVISION, BEARS N.32 A DISTANCE OF 38.30 FEET (MATH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N.14 °50'49 "E. ALONG THE R ( I ,-,.. ,,i acP^ ,. j (2009 COA GP AT THE WESTERLY BOUNDARY LINE OF SAID UNIT A, HANNAH DUSTIN SUBDIVISION' THENCE SA4 49'W. °58' CC'L3C)�� IN IUI,r #I Rcu. r: ,. +�3 REC. #299,92 / �' ALONG THE EXTERIOR FOOTPRINT OF SAID EXISTING BUILDING A i APPROXIMATE!INTERSECTION DISTANCE OF 9.46 FEET; THENCE LEAVING SAID EXTERIOR FOOTPRINT N.75 01'11'W., A DISTANCE OF 19.06 FEET; THENCE N.14 °58'49 iR "E., A DISTANCE OF 34.20 FEET; - EC s, �. '7 6579 ' THENCE S.75 °01'1 1 "E., A DISTANCE OF 45.65 FEET; THENCE SA 4 °58'49"W., A DISTANCE OF 24.74 FEET TO A POINT ON THE EXTERIOR FOOTPRINT OF AN EXISTING OF WEST END TREET AND BUILDING THENCE N.75 °01'1 VW. ALONG SAID EXTERIOR FOOTPRINT G A DISTANCE OF 26.57 FEET' TO THE POINT OF BEGINNING; CONTAINING 1,310 SQUARE FEET, MORE ( HOPKINS AVENUE OR LESS; CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO; ALONG WITH STORAGE UNITS 1 AND 2, ACCORDING TO THE CONDOMINIUM MAP OF 300 SOUTH SPRING STREET, RECORDED MAY 31, 2011, IN PLAT BOOK 97 AT PAGE 1 1 AS RECEPTION N0.580230; LOT R LOT S I I FOUND P.K NAIL ._._. _._ .._._ .__ -... __- _.. _. _.._. _ -..... _.._... i ....... HAS BY THESE PRESENTS CONDOMINIUMIZED SAID PROPERTY INTO THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, TWO (2) STORAGE UNITS AND COMMON -QQ FOUND #5 REBAR PROJECT BENCHMARK y3 b ELEMENTS APPURTENANT TO EACH, AS DEPICTED AND DESCRIBED HEREON, PURSUANT TO AND FOR THE PURPOSES SET FORTH IN THE CONDOMINIUM DECLARATION 1 SET 1.25" CAP AND SUBJECT TO THE SUPPLEMENTAL DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR 300 SOUTH SPRING STREET, A CONDOMINIUM, RECORDED i ON #5 REBAR ,0` ; 2012 AS RECEPTION NO. IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO; L.S. #28643 DOES HEREBY RESERVE EASEMENT RIGHTS INCIDENT TO CONSTRUCTION, AS DESCRIBED IN ARTICLE 8.15 OF THE CONDOMINIUM DECLARATION; ELEVATION= 7925.25' N IMPROVEMENTS : ! AND DOES HEREBY CREATE A BLANKET EASEMENT UPON ACROSS OVER IN AND UNDER 300 SOUTH SPRING STREET IN THE STRUCTURES AND 1 ' °f _ ! c • SITUATED THEREON FOR THE BENEFIT OF THE ASSOCIATION AND UTILITY PROVIDERS, FOR INGRESS AND EGRESS, INS REPLACING REPAIRING AND i I � I >4�1`� F�, 71,oJ MAINTAINING ALL UTILITIES, INCLUDING, BUT NOT LIMITED TO, WATER, SEWER, GAS, TELEPHONE, CABLE TV AND ELECTRICITY. SAID BLANKET EASEMENT INCLUDES / R Wh UTILITY SERVICES WHICH MAY REASONABLY BE REQUIRED IN THE FUTURE. THE LOCATION OF ANY SUCH EASEMENT WITHIN THE INTERIOR OF A UNIT SHALL BE RESTRICTED TO LOCATIONS WHERE UTILITIES NOW EXIST OR ARE INSTALLED BY DECLARANT IN CONNECTION WITH THE EXERCISE OF A RIGHT RESERVED UNDER ! / , , FOUND REBAR AND CAP ARTICLE 15 OF THE CONDOMINIUM DECLARATION AND LOCATIONS NS APPROVED BY THE OWNER OF SUCH UNIT IN SUCH OWNER'S REASONABLE DISCRETION HE S 75 " 0911 E 120.00 L.S. #16129 EXECUTIVE BOARD TO BE THE FINAL ARBITER OF ANY UNRESOLVED DISPUTE AS TO WHAT CONSTITUTES A REASONABLE LOCATION). .O I 6000 ISIET EXECUTED THIS _ DAY OF �PRtL"- ©T N LOT f g j` L f� i ff, FOUND#5 REBAR 2012. i ( 8 , , � , , , . , REBAR L.S. #28643 1 OWNER: 300 SPRING STREET ASPEN LLC " i r /i �6i E7 i 8 7616' BY: ( ��` '' POINT OF BEGINNING 633 SO RING I! � L2 \ NW CORNER UNIT STATE OF COLORADO) REC, ,': ! Z UNITA BEARSN32 °20'04 "W s 3Ei�,3EL iCT COMMONS ! Z HANNAH- DUSTIN'VW ASPEi� � C{��vC�Cil�ii °11t1�r�S 1 COUNTY OF jss• CONDOMINIUMS BRCtNNSTC NES REC. 3oo5a5 I ._ p l` 04WA4'7 Co REC. #528934 fL f \4556'91; "' u THE ABOVE AND FOREGOING DOCUMENT WAS ACKNOWLEDGED BEFORE ME THIS � DAY OF 1''f'� �•t� , 2012, BY 7 AS F300 SPRING STREET ASPEN LLC. [UM N9 i !— N pN hiANirt?,N- DUSTIN FOUND REBAR AND CAP SEAL wJwa aANYq �,.,Ha S` i3 m 60.00 z CONDOR.9lN1u%1S) L.S. #ILLEGIBLE , TNESS M' HAND AND OFFICIAL a �• •�' _. < O1Aq � r S �trrr .. 1 N75 °09'11 "W 120.00' ALLEY i NOTARY PUBLIC •0. y. + t9 rg `,�>a s2 CIJ .._..._ \ -,. 0 MY COMMISSION EXPIRES: e7l.Jr � a 5 p J G _ .. _. O 1 I _ ... SET P.K, NAIL _. SET OXVC MY ADDRESS IS: { ' �' BL •Q Pp� - LSU#37935 AR.yWD CAP IN AND ONCRETE L.SS#28643 N #5 REBAR \ 6'a ! i O LOT R LOT S i o PP�.Pt *ii O "r ur:�w\na S �•�n cxp'lres 76 L.S.#28643 TITLE CERTIFICATE CHATEAU I ��.� SIJC<I-ORN 1 i dp THE UNDERSIGNED, ADULY- AUTHORIZED REPRESENTATIVE OF LAND TITLE GUARANTEE COMPANY ASPEN BELL MOUNTAIN ARMS'LLC ; REGISTERED TO DO BUSINESS IN PITKIN COUNTY, COLORADO, ?, DOES HEREBY CERTIFY, PURSUANT TO SECTION 20 -15 (4).OF THE ASPEN MUNICIPAL CODE,:THAT'THE ENTITY LISTED AS OWNER ON THIS PLAT HOLDS FEE SIMPLE CONDO RESIDE 9 �' REC, IMA1334 ' TITLE TO THE REAL PROPERTY DESCRIBED HEREIN, FREE CLEAR OF ALL LIENS AND ENCUMBRANCES EXCEPT THOSE LISTED ON THE PROPERTY INFORMATION REC fi 4 4 126478 I I S2EC. 41�s7425 \ BINDER ISSUED BY LAND TITLE GUARANTEE COMPANY, UNDER ORDER NO. ABZ62004513 EFFECTIVE DATE OF APRIL 6, 2012. . ALTHOUGH WE BELIEVE THE FACTS STATED ON THIS PLAT ARE TRUE, THIS CERTIFICATE IS'NOT TO BE CONSTRUED AS AN ABSTRACT OF 'TITLE, NOR AN OPINION OF I \ 1 TITLE, NOR A GUARANTY OF TITLE, AND IT IS UNDERSTOOD AND AGREED THAT LAND TITLE GUARANTEE COMPANY NEITHER ASSUMES NOR WILL BE CHARGED WITH ANY FINANCIAL OBLIGATION OR LIABILITY WHATSOEVER ON ANY STATEMENT CONTAINED HEREIN. r Q j ( : \ r FOUND #5 REBt BY: �^ DATE ! -[ '2012. ._...... _. _._. �-._. _.._.. _ -... _._- .__. ..__ _.___. , _ __.. __. -..._ I FOUND REBAR AN _ D __ CAP FOUND REBAR AND ALUMINUM CAP i CITY MONUMENT L.S. #2376 ADDRESS: 533 E. HOP KINS AVENUE, #102 ASPEN, CO 81611 CSC E AVE CE STATE OF COLORADO) 1 R.O.W. FOUN COUNTY OF PITKIN ) . 1- -•_.—._.—._._._ .— ._.— ._._._._._._._._._._._._. ._.— ._.— ._._._. 3.5 ALUMINUM CAP // 1•� (2009 ' OA GPS-1) AT THE THE TITLE CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS �� DAY OF �, 2012, BY 144.• - 13 &WZ v daMIA TITLE OFFICER OF 1 APP9R XIMATE INTERSECTION OF WST END STREET AND LESL:IE,HINEUNE 13 R i p DU I AVENUE NOTARI(- PUBLiCy.x, MY COMMISSION EXPIRES 6ORM h 5 N] A C <l a[ H ml 4101 1 1.14 Ill THE UNDERSIGNED, AS BENEFICIARY UNDER THE CONSTRUCTION: DEED OF TRUST, SECURITY AGREEMENT, FINANCING STATEMENT AND FIXTURE FILING DATED JULY 28, 2011, RECORDED ON JULY 28, 2011, AT RECEPTION NO. 581591, IN THE REAL PROPERTY RECORDS OF PITKIN COUNTY, COLORADO, CONSENTS AND SUBORDINATES THE LIEN OF ITS DEED OF TRUST AS DESCRIBED BELOW TO THIS SUPPLEMENTAL CONDOMINIUM MAP OF 300 SOUTH SPRING STREET, A CONDOMINIUM; PROVIDED, HOWEVER, THAT (1) PURSUANT TO C.R.S. §38.33.3316(2)(A)0), THE LIEN OF THE DEED OF TRUST SHALL REMAIN PRIOR TO ANY LIEN FOR ASSESSMENTS CREATED UNDER THE DECLARATION, AND (II) NO PROVISION OF THE DECLARATION OR THE CONDOMINIUM MAP FOR 300 SOUTH SPRING STREET MAY BE AMENDED WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED AS LONG AS THE LIEN OF THE ABOVE - REFERENCED DEED OF TRUST REMAINS IN EFFECT. U.S. BANK NATIONAL ASSOCIATION w EXPANSION AREA BOUNDARY REC. #581586 ja CONTROL MAP GRAPHIC SCALE (IN FEET) 1 inch= 40 ft SHEETINDEX AS 11.e OF US BANK DATED: /y� C �O�e2 STATE OF - C> ) (1� ) SS, COUNTY OF ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF R P� {� , 2012, B `,J t,{&OUO Pry OF U.S. BANK NATIONAL ASSOCIATION. - WITNESS MY HAND AND OFFICIAL SEAL. PO NEL,30 �l�a� ► �o::o�A1�r. MY COMMISSION EXPIRES: % • �1 y NOTARY PUBLIC r;O .pOq�,�',�Q� r OF CO NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE A AL ACTION BASED. UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS. AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. LINE TABLE LINE BEARING. LENGTH L1 S 14 °56'49' W 9,46 L2 N75 ° 01'11'.W 19.06' L3 N 14 °58'49• E 34,20 L4 S 75 °01'11" E 45.66 L5 S 14°5649' W .24.74' L6 N75 °0Y1VW 26.57 1) CERTIFICATES, NOTES, CONTROL AND VICINITY MAPS 2) EXTERIOR BOUNDARY, EXTERIOR BUILDING DIMENSIONS AND EASEMENT AND ENCROACHMENT DETAIL 3) BASEMENT LEVEL PLAN VIEW 4) GROUND LEVEL PLAN VIEW 5) SECOND LEVEL PLAN VIEW 6) THIRD LEVEL PLAN VIEW 7) ROOF LEVEL PLAN VIEW 8) ELEVATION VIEWS p INDICATES CORNER MONUMENT AS NOTED SOPRIS ENGINEERING 502 MA (970) 704-031 1 Y 4Y '�� w •. F" i ?rrt _ »r -« •� �i' iFA�.' =i ! ''r+ .•�..,.,r; ,... *,.. `.. , f � r' 1 #i i Y I �) - :#'Y /.•= -a � * ate . : •., J ,fJ t " •t-,i, ``, ' �_• ` Y St. �• , 3�� -. - i f • e � M s�'Y" • i r4 . , �u'w'Ti. .. , -� t ..�, 7 " yrT�. < � it ,; # ' "�1:►i. 'fit -f�,• V ■a� , . iY ,..� z wrl J,�,•, �1 ,�!ti *� #,f -. +.••Y, sp eil ,f7 Y # I • •'r " ^r t, # i" r ` e Z *•1 }' ry�,r^ ° ^w°, i Ii "r re wt r I N T l j� ""' R YY drY a`. ° eta • R 7 e, 'A'{��;�.y lv _ �w,. 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Y' / ti t: 1 r rr S• `. d t ♦ w1 rt f �h i -° •r - F } �. •3 i( i .,�' Y � .` 4 . ry,.•,. �,,. �. `ti :'4+ i) �,.; .,. .w; ,'"1,.: .'.., 4 ! :: �.! i I I i � 3� w_. ._.:5.4. , '\ ,,; 1 e `i',� •rk � ,.\ 4 v,'., -�� .,� , r 1 s �. r3 r l , ,� I j� [ •?` �i 1 �' + \; ` , t "^r i , , k ;..._l %' ;ti..«:'. � ^ r,. x:"s '' 't ` - . ��.yJ;. ' ^1 r f ii � j '> S ,;fit ', j : �' i 4. .� f � {�. r � *n�� tivt.. \ t., *.. w `.. i-• �.. i, W,.r . d 1 r i -'. )r.a ,.41 ,. •r fri r.t. .ti.� - "tih:• c5n. *. �?,.. r-- r t "s t / n �i • r. r.1f� r.,.,sk tf r r- �.e 'k �..ti +.,.,'` . .. - >Pv' / :.::: ^.-.. ! ,., �1r,.,f ,.. �,,,, \._...,..x; ^ '�.:t � ..:..:. VICINITY MAP SCALE: I"= 1009 SURVEY NOTES 1) DATE OF SURVEY: FEBRUARY AND MARCH 2011; UPDATED FEBRUARY THROUGH APRIL 2012 2) DATE OF PREPARATION: MARCH -APRIL 2012 3) BASIS OF BEARING: A BEARING OF N 14°50'49" E BETWEEN THE SW CORNER OF BELL MOUNTAIN PUD, MONUMENTED BY A REBAR AND ALUMINUM CAP CITY MONUMENT, AND THE NW CORNER OF 700 E. HYMAN CONDOMINIUMS MONUMENTED BY A FOUND #5 REBAR, AS SHOWN HEREON. 4) BASIS OF SURVEY: THE OFFICIAL MAP OF THE CITY AND TOWNSITE OF ASPEN, PREPARED BY G.E. BUCHANAN, DATED DECEMBER 15, 1959, GPS CONTROL MONUMENTATION MAP PREPARED BY MARCIN ENGINEERING, DATED DECEMBER 12, 2009 (REV. 2010), THE AMENDED PLAT OF HANNAH DUSTIN CONDOMINIUMS, THE CONDOMINIUM MAP OF 300 SOUTH SPRING STREET, BENEDICT COMMONS CONDOMINIUMS, BELL MOUNTAIN RESIDENCES CONDOMINIUMS, LOCATION MAP OF CHATEAU ASPEN APARTMENTS, CONDOMINIUM MAP OF THE ASPEN ATHLETIC. CLUB, 700 EAST HYMAN CONDOMINIUMS, VARIOUS DOCUMENTS OF RECORD; AND THE FOUND MONUMENTS, AS SHOWN. 5) BASIS OF ELEVATION: AN ELEVATION OF 7720.88' (NAVD 1988) ON THE NGS STATION "S -159" , PER THE 2009 CITY OF ASPEN GPS CONTROL SURVEY . THIS ESTABLISHED THE LOCAL SITE BENCHMARK OF 7924.95 FEET ON THE #5 REBAR MONUMENTING THE NW CORNER OF UNIT A, HANNAH- DUSTIN CONDOMINIUMS, AS SHOWN. 6) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND /OR TITLE OF RECORD, SE RELIED UPON THE ABOVE SAID ITEMS DESCRIBED IN NOTE 4 AND THE PROPERTY INFORMATION BINDER ISSUED BY LAND TITLE GUARANTEE COMPANY, UNDER ORDER NO. ABZ62004513 °1, EFFECTIVE DATE OF APRIL 6, 2012. 7) SNOW DEPTH WAS ONE TO THREE FEET AT THE TIME OF THIS SURVEY. 8) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. MAP NOTES 1.) THE USE AND OCCUPANCY OF THE RESIDENTIAL UNIT �,$HOWN ON THIS MAP IS SUBJECT TO THE TERMS AND CONDITIONS OF THE DEED RESTRICTION AGREEMENT RECORDED UNDER RECEPTION NO. 5g$S/ DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVAL THIS SU PLEMENTAL COtjDpMINIUM MAP OF 300 SOUTH SPRING STREET WAS APPROVED BY THE CITY OF ASPEN DEPARTMENT OF COMMUNITY DEVELOPMENT THIS DAY OF "2012, SUBJECT TO THE TERMS AND CONDITIONS SET FORTH IN ORDINANCE NO. 16, SERIES OF 2006 RECORDED AT RECEPTION NO. CITY ENGINEER•APPReV*t 't3r THIS SUPPLEMENTAL CONDOMINIUM MAP OF 300 SOUTH SPRING STREET, WAS REVIEWED BY THE CITY ENGINEER OF THE CITY OF ASPEN THIS Zo P DAY OF 2012. CtrY ENGINEER IV 1 MARKS. BECKLER, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS SUPPLEMENTAL CONDOMINIUM MAP OF 300 SOUTH SPRING STREET; THAT THE LOCATION AND DIMENSIONS OF THE VERTICAL BOUNDARIES OF EACH UNIT AND THAT UNITS IDENTIFYING NUMBER, THE LOCATION (WITH REFERENCE TO ESTABLISHED DATUM) OF THE HORIZONTAL BOUNDARIES OF EACH UNIT, THE APPROXIMATE LOCATION AND DIMENSIONS OF LIMITED COMMON ELEMENTS, AND THE LOCATION OF OTHER FEATURES, ARE ACCURATELY AND CORRECTLY SHOWN HEREON; THAT THE SAME ARE BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION IN FEBRUARY AND MARCH 2011, AND FEBRUARY - APRIL, 2012; THAT THIS CONDOMINIUM MAP MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN C.R.S. SECTION 38-51 -106; THAT THIS CONDOMINIUM MAP CONTAINS ALL OF THE INFORMATION REQUIRED BY C.R.S. SECTION 38.33.3.209 OF THE COLORADO COMMON INTEREST OWNERSHIP ACT; AND THE CONDO MAP (i) CONTAINS ALL OF THE INFORMATION REQUIRED BY SECTION 38 -33.3 -209 OF THE ACT, AND (ii) THAT ALL STRUCTURAL COMPONENTS OF ALL BUILDINGS CONTAINING OR COMPRISING ANY UNITS CREATED BY THE CONDOMINIUM MAP ARE SUBSTANTIALLY COMPLETED. IN INTERPRETING THE CONDOMINIUM MAP, THE EXISTING PHYSICAL BOUNDARIES OF EACH UNIT AS CONSTRUCTED SHALL BE CONCLUSIVELY PRESUMED TO BE ITS BOUNDARIES. THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000. RECORDED EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIONS ARE SHOWN HEREON AND ARE THE SAME AS THOSE SET FORTH IN THE THE PROPERTY INFORMATION BINDER ISSUED BY LAND TITLE GUAR4WV COMPANY, UNDER ORDER NO. ABZ62004513'1, EFFECTIVE DATE OF APRIL 6, 2012. DATED CLERK AND RECORDER'S ACCEPTANCE i THIS SUPPLEMENTAL CONDOMINIUM MAP OF 300 SOUTH SPRING STREET IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO AT - O'CLOCK _,M., THIS DAY OF , 2012, IN PLAT BOOK_, AT PAGES RECEPTION NO. PITKIN COUNTY CLERK AND RECORDER 10055.01 04/17/2012 10055_CONDO_AMENDED.DWG SUPPLEMENTAL CONDOMINIUM MAP OF: 300 SOUTH SPRIN S TREET WHICH CONSTITUTES THE SECOND AMENDED PLAT OF UNIT A OF HANNAH - DUSTIN CONDOMINIUMS A PARCEL OF LAND SITUATED IN SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO THE PURPOSE OF THIS CONDOMINIUM MAP IS TO CREATE THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, AND COMMON ELEMENTS APPURTENANT TO EACH, AND TO REVISE THE DESCRIPTIONS OF TWO (2) STORAGE UNITS SHEET 2 OF 8 EXTERIOR BOUNDARY, EXTERIOR BUILDING DIMENSIONS AND EASEMENT AND ENCROACHMENT DETAIL HYMAN AVENUE SET 1.25' CAP ON #5 L.S. 428643 ELEVATION = 7925.25' r_e GCE J WINDOW w � � 'n � WINDOW WELL ' 6.86' WELL 14.53' W w C� z Of C. U) Y Q Lu 0 55 w w z z 0 LL O ROOF OVERHANG (TYP.) o 0 4.67 ASPEN BROV, INSCONES CONDOMINIUMS REC. #55F915 [HANNAH DUSTIN UNIT BI w w ° a � � z v, (p U F_ rn STREET LIGHT 1.10' EXPANSION AREA BOUNDARY REC. #581586 28.63' g EXTERIOR OF BUILDING AT GROUND LEVEL N o M 1(7 L '^ 0.31' 1.41' 300 SOUTH SPRING STREET CONDOMINIUMS S STAIR [HANNAH DUSTIN UNIT A] CASE 8 ' 5 1 L6 6,000sgAt 0.138 acre± ROOF OVERHANG (TYP.)� CONCRETE WALKWAY S 05 17.sz 1 6.50' 0.2T_ 2.20' 0.2T AREA OF REVOCABLE ENCROACHMENT LICENSE REC. #528932 AND 4271966 i— 1.06 0.26' 0.26 23.59 6.50' r GRA PARKING UNIT 1 GRATE PARKING UNIT 2 SET P.K. NAIL N 75 °09'11' W 60.00' AND BRASS DISK IN CONCRETE L.S. #26643 BLOCK 105 ALLEY a v 5.9 SET 1.25" CAP ON #5 REBAR AT GROUND LEVEL 1.09 0.33' g 2.33; g M 7.7T ° v 0 0.28' a 10.45' TRASH ENCLOSURE AREA FOR HANNAH - DUSTIN SUBDIVISION UNITS A AND B (REC. #556915,528934) TELEPHONE PEDESTALAND ELECTRIC METER INGRESSIEGRESS EASEMENT FOR THE BENEFIT OF UNIT A REC. #556915 0.93' 1.05 CONCRETE WALL FOR TRASH ENCLOSURE i (TYP.) 5' WIDE EASEMENT FOR THE BENEFIT OF UNIT B REC. #540841 SET 0.7' WC 1.25' CAP ON #5 REBAR L.S. #28643 BUILDING EXTERIOR AND EASEMENTS II (IN FEET) 1 inch= 10 t SOPRIS ENGINEERING - LLC ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS OU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN 'ROM THE DATE OF CERTIFICATION SHOWN HEREON. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 N14 0 58'49 "E NORTH -SOUTH EXTERIOR WALL BEARING (TYP.) S75 °01'1 1 "E EAST -WEST EXTERIOR WALL BEARING UYP.) p. INDICATES CORNER MONUMENT AS NOTED 10055.01 04/17/2012 f SUPPLEMENTAL CONDOMINIUM MAP OF: 300 SOUTH SPRING STREET SET 1.25 #5 L.S. W z W Q Q } 2 WHICH CONSTITUTES THE SECOND AMENDED PLAT OF UNIT A OF HANNAH - DUSTIN CONDOMINIUMS A PARCEL OF LAND SITUATED IN SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO THE PURPOSE OF THIS CONDOMINIUM MAP IS TO CREATE THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, AND COMMON ELEMENTS APPURTENANT TO EACH, AND TO REVISE THE DESCRIPTIONS OF TWO (2) STORAGE UNITS SHEET 4 OF 8 GROUND LEVEL PLAN VIEW ASPEN BROWNSTONES I IG E GCE LOBBY GCE CONCRETE WALKWAY INGRESS/EGRESS EASEMENT FOR THE BENEFIT OF UNIT A REC.#556915 CONCRETE WALL FOR —I TRASH rtwr OVERHANG (TYP.) I ' `i I _ REBAR L.S. #28643 GCE I TRASH ENCLOSURE I FOR HANNAH-DUSTIN SUBDIVISION UNITS A AND B PER REC.#556915 PARKING UNIT 2 EC. #580230 I J PARKING UNIT 1 REC.#580230 N14 °58'49 "E NORTH -SOUTH EXTERIOR WALL BEARING (TYP.) S75 0 01'11 "E EAST -WEST EXTERIOR WALL BEARING (TYP.) O INDICATES CORNER MONUMENT AS NOTED PROJECT BENCHMARK UNIT AND BUILDING TIE SET 1.25" CAP ON #5 REBAR L.S. #28643 ELEVATION= 7925.25' (BASIS OF BEARING) N 14 °50'49" E 100.00' SID EWALK S EOFCONCRETE SPRING STREET ID PLAN VIEW GROUND LEVEL SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN. HEREON. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 10055.01 04/17/2012 10055 SHEETINDEX 1) CERTIFICATES, NOTES, CONTROL AND VICINITY MAPS 2) EXTERIOR BOUNDARY, EXTERIOR BUILDING DIMENSIONS AND EASEMENT AND ENCROACHMENT DETAIL 3) BASEMENT LEVEL PLAN VIEW 4) GROUND LEVEL PLAN VIEW 5) SECOND LEVEL PLAN VIEW 6) THIRD LEVEL PLAN VIEW 7) ROOF LEVEL PLAN VIEW 8) ELEVATION VIEWS SET ox WC 1.25" CAP ON #5 REBAR L.S. #28643 GENERAL NOTES: 1) PLAN, ELEVATION AND CROSS - SECTION VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH AS -BUILT DIMENSIONS AND ELEVATION INFORMATION. 2) INTERIOR COLUMNS AND OVERHEAD BEAMS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF ANY, WITHIN A CONDOMINIUM UNIT OR LCE BOUNDARY ARE GCE. THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED FROM THE UNIT SQUARE FOOT CALCULATIONS. 3) AREAS NOT SPECIFICALLY DESIGNATED AS A UNIT, RESIDENTIAL UNIT, PARKING UNIT, STORAGE UNIT, LCE OR GCE ARE GCE. 4) INTERIOR CONDOMINIUM UNIT DIMENSIONS ARE FROM UNFINISHED DRYWALL SURFACE TO UNFINISHED DRYWALL SURFACE, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 5) INTERIOR CONDOMINIUM UNIT ELEVATIONS ARE FROM THE TOP OF UNFINISHED CONCRETE SUBFLOOR TO THE UNFINISHED DRYWALL SURFACE OF CEILING /BEAMS, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 6) CONDOMINIUM UNIT DIMENSIONS EXCLUDE STRUCTURAL ELEMENTS OF THE BUILDING, BUT INCLUDE SLIDING DOORS TO EXTERIOR PATIOS AND ROOF SKYLIGHTS. ALL HARDWARE, INCLUDING TRACK ASSEMBLY FOR SLIDING DOORS ARE TO BE CONSIDERED A PART OF THE PARTICULAR UNIT. HOWEVER, SLIDING DOORS AND ROOF SKYLIGHTS, IF ANY, HAVE NOT BEEN INCLUDED IN UNIT SQUARE FOOTAGE. a r Y o U n' O BUILDING TABLE z m GCE - GENERAL COMMON ELEMENT LCE - LIMITED COMMON ELEMENT SF - SUBFLOOR ELEVATION GF - GRAVEL SURFACE ELEVATION CE - CEILING ELEVATION BE - BOTTOM OF BEAM ELEVATION SET P.K. NAIL AND BRASS DISK IN CONCRETE L.S. #28643 SUPPLEMENTAL CONDOMINIUM MAP OF: SET 1.25" CAP ON #5 REBAR L.S.#28643 r W S � W Z W Q Z cn Q rn } 2 300 SOUTH SPRING STREET WHICH CONSTITUTES THE SECOND AMENDED PLAT OF UNIT A OF HANNAH - DUSTIN CONDOMINIUMS A PARCEL OF LAND SITUATED IN SECTION 18 TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO THE PURPOSE OF THIS CONDOMINIUM MAP IS TO CREATE THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, AND COMMON ELEMENTS APPURTENANT TO EACH, AND TO REVISE THE DESCRIPTIONS OF TWO (2) STORAGE UNITS SHEET 5 OF 8 SECOND LEVEL PLAN VIEW ASPEN BROWNSTONES N r { I i (I � 17.91' CE= 7945.2T i I` I � N FACE OF BRICK UNIT 200 SF= 7937.44' CE= 7945.39' J I chi I ` - - 18.62' CL �I c � �I 0 $ UNIT 202 REC. #580230 ROOF OVERHANG (7YP.) LCE UNIT 203 LCE UNIT 2 SHEETINDEX 1) CERTIFICATES, NOTES, CONTROLAND VICINITY MAPS 2) EXTERIOR BOUNDARY, EXTERIOR BUILDING DIMENSIONS AND EASEMENT AND ENCROACHMENT DETAIL 3) BASEMENT LEVEL PLAN VIEW 4) GROUND LEVEL PLAN VIEW 5) SECOND LEVEL PLAN VIEW 6) THIRD LEVEL PLAN VIEW SET OX WC 7) ROOF LEVEL PLAN VIEW 1.25" CAP ON #5 8) ELEVATION VIEWS REBAR L.S.#28643 GCE - GENERAL COMMON ELEMENT LCE - LIMITED COMMON ELEMENT SF - SUBFLOOR ELEVATION GF - GRAVEL SURFACE ELEVATION CE - CEILING ELEVATION BE - BOTTOM OF BEAM ELEVATION N14 0 58'49 "E NORTH-SOUTH EXTERIOR WALL BEARING (TYP.) S75°01'1 1"E EAST -WEST EXTERIOR WALL BEARING (TYP.) O INDICATES CORNER MONUMENT AS NOTED PROJECT BENCHMARK UNIT AND BUILDING TIE SET 1.25" CAP ON #5 REBAR L.S.#28643 ELEVATION= 7925.25' I I� _ -1 GCE ELEVATOR UNIT 201 REC. #580230 GENERAL NOTES: 1) PLAN, ELEVATION AND CROSS - SECTION VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH AS -BUILT DIMENSIONS AND ELEVATION INFORMATION. 2) INTERIOR COLUMNS AND OVERHEAD BEAMS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF ANY, WITHIN A CONDOMINIUM UNIT OR LCE BOUNDARY ARE GCE. THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED FROM THE UNIT SQUARE FOOT CALCULATIONS. GCE 3) AREAS NOT SPECIFICALLY DESIGNATED AS A UNIT, RESIDENTIAL UNIT, PARKING UNIT, STORAGE UNIT, LCE OR GCE ARE GCE. 4) INTERIOR CONDOMINIUM UNIT DIMENSIONS ARE FROM UNFINISHED DRYWALL SURFACE TO UNFINISHED DRYWALL SURFACE, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 5) INTERIOR CONDOMINIUM UNIT ELEVATIONS ARE FROM THE TOP OF UNFINISHED CONCRETE SUBFLOOR TO THE UNFINISHED DRYWALL SURFACE OF CEILING/BEAMS, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 6) CONDOMINIUM UNIT DIMENSIONS EXCLUDE STRUCTURAL $ ELEMENTS OF THE BUILDING, BUT INCLUDE SLIDING DOORS TO W 9 J EXTERIOR PATIOS AND ROOF SKYLIGHTS. ALL HARDWARE, -I Q INCLUDING TRACK ASSEMBLY FOR SLIDING DOORS ARE TO BE CONSIDERED A PART OF THE PARTICULAR UNIT. HOWEVER, o SLIDING DOORS AND ROOF SKYLIGHTS, IF ANY, HAVE NOT BEEN STAIRWAY INCLUDED IN UNIT SQUARE FOOTAGE. ti O Z — ' I m BUILDING TABLE GCE - GENERAL COMMON ELEMENT LCE - LIMITED COMMON ELEMENT SF - SUBFLOOR ELEVATION GF - GRAVEL SURFACE ELEVATION CE - CEILING ELEVATION BE - BOTTOM OF BEAM ELEVATION N14 0 58'49 "E NORTH-SOUTH EXTERIOR WALL BEARING (TYP.) S75°01'1 1"E EAST -WEST EXTERIOR WALL BEARING (TYP.) O INDICATES CORNER MONUMENT AS NOTED PROJECT BENCHMARK UNIT AND BUILDING TIE SET 1.25" CAP ON #5 REBAR L.S.#28643 ELEVATION= 7925.25' I I� _ -1 GCE ELEVATOR UNIT 201 REC. #580230 ROOF OVERHANG -Z (TYP.) _. GCE WALKWAY (BASIS OF BEARING) N 14 °50'49 E 100.00' SPRING STREET PLAN VIEW SECOND LEVEL SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 AREA OF REVOCABLE ENCROACHMENT LICENSE REC. #528932 AND #271966 SET P.K. NAIL AND BRASS DISK IN CONCRETE L.S.#28643 10055.01 04/17/2012 GCE GCE; STAIRWAY f� I i GCE HALLWAY ROOF OVERHANG -Z (TYP.) _. GCE WALKWAY (BASIS OF BEARING) N 14 °50'49 E 100.00' SPRING STREET PLAN VIEW SECOND LEVEL SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 AREA OF REVOCABLE ENCROACHMENT LICENSE REC. #528932 AND #271966 SET P.K. NAIL AND BRASS DISK IN CONCRETE L.S.#28643 10055.01 04/17/2012 SUPPLEMENTAL CONDOMINIUM MAP OF: SPRING 300 SOUTH ASPEN BROWNSTONES SET 1.25" CAP ON #5 REBAR L.S.#28643 WHICH CONSTITUTES THE SECOND AMENDED PLAT OF UNIT A OF HANNAH - DUSTIN CONDOMINIUMS A PARCEL OF LAND SITUATED IN SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO THE PURPOSE OF THIS CONDOMINIUM MAP IS TO CREATE THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, AND COMMON ELEMENTS APPURTENANT TO EACH, AND TO REVISE THE DESCRIPTIONS OF TWO (2) STORAGE UNITS SHEET 3 OF 8 BASEMENT LEVEL PLAN VIEW SET o.r WC 1.25" CAP ON #5 REBAR L.S.#28643 SHEETINDEX 1) CERTIFICATES, NOTES, CONTROL AND VICINITY MAPS 2) EXTERIOR BOUNDARY, EXTERIOR BUILDING DIMENSIONS AND EASEMENT AND ENCROACHMENT DETAIL 3) BASEMENT LEVEL PLAN VIEW 4) GROUND LEVEL PLAN VIEW 5) SECOND LEVEL PLAN VIEW 6) THIRD LEVEL PLAN VIEW 7) ROOF LEVEL PLAN VIEW 8) ELEVATION VIEWS ►�. GCE I ELEVATOR: 16.67 PROJECT BENCHMARK UNIT AND BUILDING TIE SET 1.25" CAP ON #5 REBAR L.S. #28643 ELEVATION= 7925.25' CE= 7926.67 --* // STORAGE UNe1 0 SF= 791717 T /i 8.13' (BASIS OF BEARING) N 14 °50'49" E 100.00' SPRING STREET A l PLAN VIEW BASEMENT SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN. HEREON. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 STORAGE UNIT 2 8 SF= 7917.1T CE= 7926.6T BE= 792522' 11AV 3.58' 17.5T L 3 0 LCE o U � ESIDENTI � J Z j UNIT iWINDOW m !, 130' WELL '71' 057 rn 0.37 ' 0.30' T 4 EI N N 0.37 - 3:65' .� '._�. CIA 0.3 Zo v CE= 7925.77 LCE �E SIDENTI AI RESIDENTIAL UNIT 8 g ; UNIT WINDOW - I! 1.50' SF 7917.17" T W _N w WELL 0.73 W o 1.38' : ; :, T a 40% 5.03' 1 co t: l�' GCE I ELEVATOR: 16.67 PROJECT BENCHMARK UNIT AND BUILDING TIE SET 1.25" CAP ON #5 REBAR L.S. #28643 ELEVATION= 7925.25' CE= 7926.67 --* // STORAGE UNe1 0 SF= 791717 T /i 8.13' (BASIS OF BEARING) N 14 °50'49" E 100.00' SPRING STREET A l PLAN VIEW BASEMENT SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN. HEREON. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 STORAGE UNIT 2 8 SF= 7917.1T CE= 7926.6T BE= 792522' 11AV SET P.K. NAIL AND BRASS DISK IN CONCRETE L.S. #28643 1) PLAN, ELEVATION AND CROSS - SECTION VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH AS -BUILT DIMENSIONS AND ELEVATION INFORMATION. 2) INTERIOR COLUMNS AND OVERHEAD BEAMS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF ANY, WITHIN A CONDOMINIUM UNIT OR LCE BOUNDARY ARE GCE. THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED FROM THE UNIT SQUARE FOOT CALCULATIONS. 3) AREAS NOT SPECIFICALLY DESIGNATED AS A UNIT, RESIDENTIAL UNIT, PARKING UNIT, STORAGE UNIT, LCE OR GCE ARE GCE. 4) INTERIOR CONDOMINIUM UNIT DIMENSIONS ARE FROM UNFINISHED DRYWALL SURFACE TO UNFINISHED DRYWALL SURFACE, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 5) INTERIOR CONDOMINIUM UNIT ELEVATIONS ARE FROM THE TOP OF UNFINISHED CONCRETE SUBFLOOR TO THE UNFINISHED DRYWALL SURFACE OF CEILING /BEAMS, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 6) CONDOMINIUM UNIT DIMENSIONS EXCLUDE STRUCTURAL ELEMENTS OF THE BUILDING, BUT INCLUDE SLIDING DOORS TO EXTERIOR PATIOS AND ROOF SKYLIGHTS. ALL HARDWARE, INCLUDING TRACK ASSEMBLY FOR SLIDING DOORS ARE TO BE CONSIDERED A PART OF THE PARTICULAR UNIT. HOWEVER, SLIDING DOORS AND ROOF SKYLIGHTS, IF ANY, HAVE NOT BEEN INCLUDED IN UNIT SQUARE FOOTAGE. BUILDING TABLE GCE -GENERAL COMMON ELEMENT LCE - LIMITED COMMON ELEMENT SF - SUBFLOOR ELEVATION GF - GRAVEL SURFACE ELEVATION CE - CEILING ELEVATION BE - BOTTOM OF BEAM ELEVATION N14 0 58'49 "E NORTH-SOUTH EXTERIOR WALL BEARING (TYP.) 875 °01'11 "E EAST -WEST EXTERIOR WALL BEARING (TYP.) O INDICATES CORNER MONUMENT AS NOTED 10055.01 04/17/2012 10055 CONDO_AMENDED.DWG 3 0 o U � O � J Z m SET P.K. NAIL AND BRASS DISK IN CONCRETE L.S. #28643 1) PLAN, ELEVATION AND CROSS - SECTION VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH AS -BUILT DIMENSIONS AND ELEVATION INFORMATION. 2) INTERIOR COLUMNS AND OVERHEAD BEAMS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF ANY, WITHIN A CONDOMINIUM UNIT OR LCE BOUNDARY ARE GCE. THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED FROM THE UNIT SQUARE FOOT CALCULATIONS. 3) AREAS NOT SPECIFICALLY DESIGNATED AS A UNIT, RESIDENTIAL UNIT, PARKING UNIT, STORAGE UNIT, LCE OR GCE ARE GCE. 4) INTERIOR CONDOMINIUM UNIT DIMENSIONS ARE FROM UNFINISHED DRYWALL SURFACE TO UNFINISHED DRYWALL SURFACE, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 5) INTERIOR CONDOMINIUM UNIT ELEVATIONS ARE FROM THE TOP OF UNFINISHED CONCRETE SUBFLOOR TO THE UNFINISHED DRYWALL SURFACE OF CEILING /BEAMS, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 6) CONDOMINIUM UNIT DIMENSIONS EXCLUDE STRUCTURAL ELEMENTS OF THE BUILDING, BUT INCLUDE SLIDING DOORS TO EXTERIOR PATIOS AND ROOF SKYLIGHTS. ALL HARDWARE, INCLUDING TRACK ASSEMBLY FOR SLIDING DOORS ARE TO BE CONSIDERED A PART OF THE PARTICULAR UNIT. HOWEVER, SLIDING DOORS AND ROOF SKYLIGHTS, IF ANY, HAVE NOT BEEN INCLUDED IN UNIT SQUARE FOOTAGE. BUILDING TABLE GCE -GENERAL COMMON ELEMENT LCE - LIMITED COMMON ELEMENT SF - SUBFLOOR ELEVATION GF - GRAVEL SURFACE ELEVATION CE - CEILING ELEVATION BE - BOTTOM OF BEAM ELEVATION N14 0 58'49 "E NORTH-SOUTH EXTERIOR WALL BEARING (TYP.) 875 °01'11 "E EAST -WEST EXTERIOR WALL BEARING (TYP.) O INDICATES CORNER MONUMENT AS NOTED 10055.01 04/17/2012 10055 CONDO_AMENDED.DWG SUPPLEMENTAL CONDOMINIUM MAP OF: 300 SOU TH SPRING STREET WHICH CONSTITUTES THE SECOND AMENDED PLAT OF UNIT A OF HANNAH- DUSTIN CONDOMINIUMS A PARCEL OF LAND SITUATED IN SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO THE PURPOSE OF THIS CONDOMINIUM` MAP IS TO CREATE THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, AND COMMON ELEMENTS APPURTENANT TO EACH, AND TO REVISE THE DESCRIPTIONS OF TWO (2) STORAGE UNITS SHEET 6 OF 8 THIRD LEVEL PLAN VIEW SET 1.25" CAP ON #5 REBAR L.S.#28643 -CE\ .16'1 1 co I cam: r N N r w 8 w z Q z Q ti CE = 7956.2l'--" 18.56' A I ROOF OVERHANG — ��P) GCE ELEVATOR =795581, - UNIT300 LCE UNIT 3021 SHEETINDEX 1) CERTIFICATES, NOTES, CONTROL AND VICINITY MAPS 2) EXTERIOR BOUNDARY, EXTERIOR BUILDING DIMENSIONS AND EASEMENT AND ENCROACHMENT DETAIL 3) BASEMENT LEVEL PLAN VIEW 4) GROUND LEVEL PLAN VIEW 5) SECOND LEVEL PLAN VIEW 6) THIRD LEVEL PLAN VIEW 7) ROOF LEVEL PLAN VIEW 8) ELEVATION VIEWS SET O.T WC 1.25" CAP ON #5 REBAR L.S. #28643 GENERAL NOTES: o W � J a 0 a U O 00 0 1) PLAN, ELEVATION AND CROSS - SECTION VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH AS -BUILT DIMENSIONS AND ELEVATION INFORMATION. 2) INTERIOR COLUMNS AND OVERHEAD BEAMS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF ANY, WITHIN A CONDOMINIUM UNIT OR LCE BOUNDARY ARE GCE. THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED FROM THE UNIT SQUARE FOOT CALCULATIONS. 3) AREAS NOT SPECIFICALLY DESIGNATED AS A UNIT, RESIDENTIAL UNIT, PARKING UNIT, STORAGE UNIT, LCE OR GCE ARE GCE. 4) INTERIOR CONDOMINIUM UNIT DIMENSIONS ARE FROM UNFINISHED DRYWALL SURFACE TO UNFINISHED DRYWALL SURFACE, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 5) INTERIOR CONDOMINIUM UNIT ELEVATIONS ARE FROM THE TOP OF UNFINISHED CONCRETE SUBFLOOR TO THE UNFINISHED DRYWALL SURFACE OF CEILING /BEAMS, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 6) CONDOMINIUM UNIT DIMENSIONS EXCLUDE STRUCTURAL ELEMENTS OF THE BUILDING, BUT INCLUDE SLIDING DOORS TO EXTERIOR PATIOS AND ROOF SKYLIGHTS. ALL HARDWARE, INCLUDING TRACK ASSEMBLY FOR SLIDING DOORS ARE TO BE CONSIDERED A PART OF THE PARTICULAR UNIT. HOWEVER, SLIDING DOORS AND ROOF SKYLIGHTS, IF ANY, HAVE NOT BEEN INCLUDED IN UNIT SQUARE FOOTAGE. BUILDING TABLE GCE - GENERAL COMMON ELEMENT LCE - LIMITED COMMON ELEMENT SF - SUBFLOOR ELEVATION GF - GRAVEL SURFACE ELEVATION CE - CEILING ELEVATION BE - BOTTOM OF BEAM ELEVATION N14 0 58'49 "E NORTH -SOUTH EXTERIOR WALL BEARING (TYP.) 875 0 01'11 "E EAST -WEST EXTERIOR WALL BEARING (TYP.) p INDICATES CORNER MONUMENT AS NOTED PROJECT BENCHMARK UNIT AND BUILDING TIE SET 1.25" CAP ON #5 REBAR L.S.#28643 ELEVATION = 7925.25' (BASIS OF BEARING) N 14 °50'49" E 100.00' SPRING STREET PLAN VIEW THIRD LEVEL SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY. BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 SET P.K. NAIL AND BRASS DISK IN CONCRETE L.S.#28643 AREA OF REVOCABLE ENCROACHMENT LICENSE REC. #528932 AND #271966 _ i 10055.01 04/17/2012 10055 CONDO_AMENDED.DWG -f ( ROOF OVERHANG (TYP.) UNIT 303 REC. #580230 LCE UNIT 303 SUPPLEMENTAL CONDOMINIUM MAP OF: 300 SOUTH SPRING STREET 7960.92' 7957.79 WHICH CONSTITUTES THE SECOND AMENDED PLAT OF UNIT A OF HANNAH - DUSTIN CONDOMINIUMS A PARCEL OF LAND SITUATED IN SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO THE PURPOSE OF THIS CONDOMINIUM MAP IS TO CREATE THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, AND COMMON ELEMENTS APPURTENANT TO EACH, AND TO REVISE THE DESCRIPTIONS OF TWO (2) STORAGE UNITS SHEET 8 OF 8 ELEVATION VIEWS 7957.59 r � i i a J _t S I 1 1 ... T _ SF S 7947.49 7947.4 SF 7937.42 7937.1 SF SI 7927.26' 7927.2E )----- _EXISPN_ GROU I i I I I _ SF 7917AT 7913.26 EAST ELEVATION 1" =6' GCE - GENERAL COMMON ELEMENT LCE - LIMITED COMMON ELEMENT SF - SUBFLOOR ELEVATION GF - GRAVEL SURFACE ELEVATION CE - CEILING ELEVATION BE - BOTTOM OF BEAM ELEVATION SF_ 7917AT SF 7947.45 — SF _ 7937.47 SHEETINDEX 1) CERTIFICATES, NOTES, CONTROL AND VICINITY MAPS 2) EXTERIOR BOUNDARY, EXTERIOR BUILDING DIMENSIONS AND EASEMENT AND ENCROACHMENT DETAIL 3) BASEMENT LEVEL PLAN VIEW 4) GROUND LEVEL PLAN VIEW 5) SECOND LEVEL PLAN VIEW 6) THIRD LEVEL PLAN VIEW 7) ROOF LEVEL PLAN VIEW 8) ELEVATION VIEWS NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. e GCE FOOTER AREA SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 SF 7927.26 SF 7917:1T — i I 7n&9 74 WEST ELEVATION 1 11 =61 10055.01 04/17/2012 7l1C9 91 9(1&9 1 I i i J 7n&9 74 WEST ELEVATION 1 11 =61 10055.01 04/17/2012 7l1C9 91 9(1&9 SUPPLEMENTAL CONDOMINIUM MAP OF: 300 SOUTH SPRING STREET WHICH CONSTITUTES THE SECOND AMENDED PLAT OF UNIT A OF HANNAH - DUSTIN CONDOMINIUMS A PARCEL OF LAND SITUATED IN SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO THE PURPOSE OF THIS CONDOMINIUM MAP IS TO CREATE THREE (3) COMMERCIAL UNITS, ONE (1) RESIDENTIAL UNIT, AND COMMON ELEMENTS APPURTENANT TO EACH, AND TO REVISE THE DESCRIPTIONS OF TWO (2) STORAGE UNITS SHEET 7 OF 8 Qnnl= 1 wr-:1 D1 AKI \/IMAi SET 1.25" CAP 01 fly REBAI L.S. #2864 W Z Q Z Q ILL n 22 PLAN VIEW ROOF LEVEL SOP RIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704 -0311 SET 0.r WC 1.25" CAP ON #5 REBAR L.S. #28643 } W J Q Lo 0 Y U O J m SHEET INDEX 1) CERTIFICATES, NOTES, CONTROL AND VICINITY MAPS 2) EXTERIOR BOUNDARY, EXTERIOR BUILDING DIMENSIONS AND EASEMENT AND ENCROACHMENT DETAIL 3) BASEMENT LEVEL PLAN VIEW 4) GROUND LEVEL PLAN VIEW 5) SECOND LEVEL PLAN VIEW 6) THIRD LEVEL PLAN VIEW 7) ROOF LEVEL PLAN VIEW 8) ELEVATION VIEWS GENERAL NOTES: 1) PLAN, ELEVATION AND CROSS-SECTION VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH AS -BUILT DIMENSIONS AND ELEVATION INFORMATION. 2) INTERIOR COLUMNS AND OVERHEAD BEAMS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF ANY, WITHIN A CONDOMINIUM UNIT OR LCE BOUNDARY ARE GCE. THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED FROM THE UNIT SQUARE FOOT CALCULATIONS. 3) AREAS NOT SPECIFICALLY DESIGNATED AS A UNIT, RESIDENTIAL UNIT, PARKING UNIT, STORAGE UNIT, LCE OR GCE ARE GCE. 4) INTERIOR CONDOMINIUM UNIT DIMENSIONS ARE FROM UNFINISHED DRYWALL SURFACE TO UNFINISHED DRYWALL SURFACE, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 5) INTERIOR CONDOMINIUM UNIT ELEVATIONS ARE FROM THE TOP OF UNFINISHED CONCRETE SUBFLOOR TO THE UNFINISHED DRYWALL SURFACE OF CEILING /BEAMS, UNLESS NOTED OTHERWISE. THE INTENT OF THIS MAP IS TO DIMENSION PER THE CONDOMINIUM DECLARATION. 6) CONDOMINIUM UNIT DIMENSIONS EXCLUDE STRUCTURAL ELEMENTS OF THE BUILDING, BUT INCLUDE SLIDING DOORS TO EXTERIOR PATIOS AND ROOF SKYLIGHTS. ALL HARDWARE, INCLUDING TRACK ASSEMBLY FOR SLIDING DOORS ARE TO BE CONSIDERED A PART OF THE PARTICULAR UNIT. HOWEVER, SLIDING DOORS AND ROOF SKYLIGHTS, IF ANY, HAVE NOT BEEN INCLUDED IN UNIT SQUARE FOOTAGE. BUILDING TABLE GCE - GENERAL COMMON ELEMENT LCE - LIMITED COMMON ELEMENT SF - SUBFLOOR ELEVATION GF - GRAVEL SURFACE ELEVATION CE - CEILING ELEVATION BE - BOTTOM OF BEAM ELEVATION N14 0 58'49 "E NORTH-SOUTH EXTERIOR WALL BEARING (TYP.) S75 °01'11 "E EAST -WEST EXTERIOR WALL BEARING (TYP.) O INDICATES CORNER MONUMENT AS NOTED A E i u 3ET P.K. NAIL 4ND BRASS DISK N CONCRETE ..S. #28643 N 10055.01 04/1712012 10055 AMENDED.DWG