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HomeMy WebLinkAboutFile Documents.100 Dean St.0056-2021-BCHO (11) SURVEY HEIGHT VERIFICATION&LOCATION MAP: TIMBER RIDGE Ot174,..7.!..t. SPe ili T A PARCEL OF LAND SITUATED IN THE N1 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. "'� ' '`' M 2 i i k'; #1.4 ;4- •"I F • 17 I r3� CITY & TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO f•' ~-� ' • t PROPERTY DESCRIPTION SHEET 1 OF 1 J•' ..•' •0; ••N,�`- 4.} ,'� TIMBER RIDGE CONDOMINIUMS,ACCORDING TO THE SECOND AMENDMENT TO THE CONDOMINIUM MAP OF TIMBER RIDGE -- RECORDED JUNE 7,2017 AS PLAT BOOK 119 AT PAGE 44(RECEPTION NO.638954) - �- f'l�L ► i!r 1 CITY AND TOWNSITE OF ASPEN ' 1�,4 �'� • ,•'•� t •� '1�-�.� �yg�nf COUNTY OF PITKIN STATE OF COLORADO -"''. T • f' Iti ; �1 ' LINE TABLE SITE .q { • '�'•� ti1' '•� LINE LENGTH BEARING O'nQ D �_~ /4• yj L1 2505' 514°5049 W - - -PP• -`i • �� L5 699' 575°0911'E ♦� n`,� ;ti• e°, -CITY OF ASPEN CONT L ONUMENT GPS-6 L6 13.00' S07°4623"EN ti -�' - '� • td' IN MONUMENT BOX AT INTE ECTION OF - }� '\°• n�^ L7 13.05' S14°5049 W I •': ca A o GARMISCH&HOPKINS CURVE TABLE Ilir•:- H+ CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ?/ �•�� 4 �: Cl 30.70' 598.69' 15.35' 30.70' S 52°09'49"E 2°56'18" 7 1 z 0 EDGE OF ASPHALT ROADWAY 5l,G �r , I �. tP bl S' CITY OF ASPEN 'g TROL MONUMENT GPS-3 DURANT AVENUE VICINITY MAP IN MONUMENTS I X AT INTERSECTION OF (PAVED SURFACE 75.00'RIGHT-OF-WAY) SCALE:1"=2000' GARMISCH&DURANT HATCHED.REA GENERAL COMMON ELEME90TLAT-680K719 PAGE 44 W rv. \ SET NO.5 REBAR&1.25"PLASTIC CAP HEIGHT OVER TOPOGRAPHY FOUND NO 5 REBAR&1.25"PLASTIC CAP L.S.28643 41!":Z---L5.28643 ® (ALL VALUES IN DECIMAL FEET) STS°09'11"E 120.00' 5.00' �1 POINT EXISTING GRADE PROPOSED GRADE RSTRCN. RESTRICTIVE GRADE ROOF ELEVATION ROOF HEIGHT FIELD ROOF ELEV. FIELD ROOF HEIGHT Points A � LANDSCAPE WALL and B not A 7920.E 7920.E EXISTING 7920.E 7949.9 29.3 7949.90 29.3 ; 171 .. I. by scope C 7921.9 7921.9 EXISTING_ 7921.9 - 7949.9 28.0 7949.85 28.0 I Y-DPI n - C N of work. D 7921.9 7921.9 EXISTING 7921.9 7949.9 28.0 7949.85 28.0 3% BUILDING TIES PER PLAT BODE3PAGE 40(REC.NO.121888) CON , b E 7922.7 7922.7 EXISTING 7922.7 7950.1 27.4 7950.15 27.4 0± SURF E O') I E,',T, rv,J k ^/ F 7923.0 7923.0 EXISTING 7923.0 7950.1 27.1 7950.07 27.1 I I G 7922.9 7922.9 EXISTING 7922.9 7950.2 27.3 7950.20 27.3 15.Do'X 22s5'(+/-)HOLY CROSS EASEMENT n ex(s H 7922.4 7922.4 EXISTING 7922.4 7950.1 27.7 7950.10 27.7 '� I I uc R,wP p 3"COPPER DRAIN PIPE BOOK 529 PAGE 113(REC.NO.285870) {lz!-}-i rvc aoor 'sse CFNif I / I 7922.8 7922.8 EXISTING 7922.8 7950.2 27.4 7950.20 27.4 I Ll J 7923.0 7923.0 EXISTING 7923.0 7950.0 27.0 7950.00 27.0 EXISTING BUILDING FOOTPRINT(MULTI-}Rd7A'V WOOD FRAME BUILDING) I K 7923.0 7923.0 EXISTING 7923.0 7950.1 27.1 - 7950.10 27.1 I I L 7923.1 7923.1 EXISTING 7923.1 7950.0 26.9 7950.02 26.9 I I a I m STONE FACADE p I / I I N I f/// 11 m I 5'SETBACK,"LODGE"ZONING I PER CITY COMMENTS NOTES aI S y°T• EXISTING LEGEND 1) DATE FIELD WOR IUY M ,2 6i I '7�,y 2) DATE OFOF PREPARATION:K: IUL LY22 ANDAND DECEMBERDECEBER,2021.22 021. V. v, ® ELECTRIC METER SUBJECT PROPERTY I p-' O' ID 100 E.DEAN STREET,ASPEN 3 J 2 © ELECTRIC TRANSFORMER 3) BASIS OF BEARING:A BEARING OF S14°50'49"W ALONG THE EASTERLY BOUNDARY OF THE SUBJECT PROPERTY,AS SHOWN - a, � 17,147 SQ.FT.+/- 2 SANITARY SEWER MANHOLE HEREON.NOTE THAT THE CITY OF ASPEN MONUMENTS HAVE BEEN UPGRADED BUT THE CITY HAS NOT PUBLISHED THE MAP ` O OF THE UPDGRADED COORDINATES.THE CONTROL POINTS SHOWN HAVE BEEN LOCATED IN 2018. I 0.394 ACRES+/- O�a /1 CURB STOP I I17 02(,"' 4) BASIS OF SURVEY:THE OFFICIAL MAP OF THE CITY OF ASPEN PREPARED BY G.E.BUCHANAN DATED DECEMBER 15,1959;THE x •Q' WATER VALVE CITY OP ASPEN-GPS CONTROL MONUMENTATION SURVEY,PREPARED BY MARGIN ENGINEERING DATED MAY 7,2010; 3 3 y7`N WATER HYDRANT CONDOMINIUM MAP OF TIMBER RIDGE RECORDED SEPTEMBER 20,1965 AS PLAT BOOK 3 PAGE 40(RECEPTION NO.121888); I I - THE RE-FILING OF TIMBER RIDGE CONDOMINIUMS RECORDED OCTOBER 14,1965 AS PLAT BOOK 3 PAGE 47(RECEPTION NO. I m0 ® LEI METER 122112);THE LIFT 1 BOUNDARY ADJUSTMENT PLAT RECORDED MARCH 19,2007 AS PLAT BOOK 82 PAGE 96(RECEPTION NO. l7 A. 535533);VARIOUS DOCUMENTS OF RECORD AND THE FOUND LOT AND BLOCK CORNER SURVEY MONUMENTS,AS SHOWN I I s STORM MANHOLE HEREON. 0 GENERAL COMMON ELEMENT(GCE) _ 4 ELECTRIC TRANSFORMER I PLAT BOOK3PAGE 47(REC.NO.122112) 5) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING,LLC(SE)TO DETERMINE OWNERSHIP OR c I © CAN PEDESTAL EASEMENTS OF RECORD.FOR ALL INFORMATION REGARDING EASEMENTS,RIGHTS OF WAY AND/OR TITLE OF RECORD,SE W RELIED UPON THE ABOVE SAID ITEMS DESCRIBED IN NOTE 4 AND THE TITLE COMMITMENT PREPARED BY STEWARTTITLE- Q 63.9' -� SIGN h LL ASPEN,FILE N0.01330-68324-AMENDMENT NO.C6,WITH AN EFFECTIVE DATE OF MAY 13,2020. o o\\ \\\\\\o C o BOLLARD ) gn W PROPOSED 6 THE LINEAR UNIT USED IN THE PREPARATION OF THIS MAP IS THE U.S.SURVEY FOOT AS DEFINED BY THE UNITED STATES )" BOULDER DEPARTMENT OF COMMERCE,NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 9ait\ e.sRlPos I 19.7' \ - 19.6' I 11 7) EASEMENTS WERE GRANTED TO COMCAST FOR BROADBAND COMMUNICATIONS RECORDED MARCH 3,2011 AS RECEPTION - - - - WOODEN FENCE NO.578064,RECORDED FEBRUARY 16,2016 AS RECEPTION NO.627065 AND RECORDED FEBRUARY 16,2016 AS RECEPTION NO. ^ - t s i RETAINING WALLSDo"PROPo STAIR STAIR RETAINING WALL Y_ PROPOSED 627065.THE RECORDED DOCUMENTS DO NOT DESCRIBE THE EXACT LOCATION OR DIMENSIONS OF SAID EASEMENTS AND TOWER o TOWER IF,WDO,,PRDPOSED THEREFORE CANNOT BE GRAPHICALLY SHOWN. \ ,.7950.,PROPOSED SE � aoaoseD ESo eso CONC WALK resa,PRovasep 8) THE FIELD LOCATED GROUND SHOTS USED FOR THE AS-BUILT ROOF SHOTS WERE FROM THE ORIGINAL SURVEY AS THE o STORM INLET cJP j LANDSCAPING HAS NOT CHANGED. U F0 ND NO.5 REBAR&1.25"PLASTIC CAP / \\\ / NEIGHBORING i FOUND SPIKE&ALUMINUM DISK L.S.28643 SHED z L.S.28643 0- TITLE PARCEL B: C'3 1 ASPHALT SURFACE PARCEL 5,LIFT I BOUND RVA JUSTMENT PLAT BOOK 82 PAGE 96(REC.NO.535533) GRAPHIC SCALE El BARGAIN&SALE DEED(REC.NO.534873) 10 0 5 l0 20 40 GE ERAL COMMON ELEMENT TAININGWALL 19 PAGE 441 SURVEYOR'S STATEMENT J RETAINING WALL LA I - 5 FOUND NO.SREBAR&1.25"PLASTIC CAP '. ( N FEET) 11 I,GEOFFREY R.KELLER,DO HEREBY STATE THAT THIS MAP WAS PREPARED BY SOPRIS ENGINEERING,LLC FOR TIMBER DI k L.S.28643,1'WITNESS CORNER 1 inch= 10 ft. RIDGE CORPORATION,A CONDOMINIUM ASSOCIATION,A COLORADO NON-PROFIT CORPORATION,AND THAT IT IS TRUE AND CORRECTTOTHE BEST OF MY KNOWLEDGE AND BELIEF. CURB LINE T•�ppprrt1P'''����7L``;;yyII1 i/GO O�Fy\EY,{ice'.F, 1„}1"e�`I �D. SOPRIS ENGINEERING - LLCCIVIL CONSULTANTS ` 37997 sophiev I - ASPHALT SURFACE 01/12/2022 ../ 502 MAIN STREET,SUITE A3 i `1 i'9f &4' %'I _ ZONING NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL "F `�•.' '._ ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS CARBONDALE,COLORADO GEOFF- •. .S.NO.37997 AFTER YOU FIRST DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION (970)704-0311 SOPRISENG@SOPRISENG.COM BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 15173.02 GRK 12/27/2021 GA2015\15173\SURVEY 1,Survey DWGA15173.03 Height Map\15173.03 Height Map.dwg