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HomeMy WebLinkAboutFile Documents.213 W Bleeker St.0096-2020-BRES (2)WWWWWWWWOSW #5 REBAR BEARSN16°07'22"W 1.92'WATERSERVICE#5 REBAR & CAPL.S. #ILLEGIBLEBEARS N02°15'00"W 0.70'TBM EL=7907.76'#5 REBAR & CAPL.S. #16129 - 2' W.C.GGGCTVCTVCTVCTVTTTTEX-UEEX-UEEX-UETTCTVC T V DS 14°5 0 ' 4 9 " W 1 0 0 . 0 0 'N 75°09'11" W 30.00'N 14°5 0 ' 4 9 " E 1 0 0 . 0 0 'S 75°09'11" E 30.00'11.96'6.15'11.91'24.05'11.91'5.61'3.71'5.99'1.71'4.50'3.50'5.50'2.00'17.99'5.29'9.41'5.29'3.01'13.46'40.40'1.84'6.00'3.84'35.81'CONCRETE CURB & GUTTERWEST BLEEKER STREET74.78' R-O-WASPHALTMAILBOXCONC R E T E S I D E W A L K MAILBOXWATERLINEPLANTERCANTILEVERLOWE R L E V E L PATIOSPA4" DRAIN7909.00'WIND O W WELL SHEDTRENCH DRAIN7909.13'CONCRETEPADTELE. PED.ELEC. PED.TELEPHONECABLE T.V.ELECTRICGASMETER(TYP.)ELECTRIC PED.TELE. PED.BRICKRET. WALLMAIN LEVELCONCRETEPATIOLOT HBLOCK 51LOT FBLOCK 51LOT G, BLOCK 513,000 S.F. ±MULTI LEVEL WOODFRAME HOUSEWITH BASEMENT213 WEST BLEEKER STREETCOVEREDPORCHALLEY - BLOCK 5120.39' R-O-WGRAVELS23°38'33"E 747.19'N5 1 ° 3 9 ' 5 1 "E 7 7 4 . 3 6 'C.O.A. GPSMONUMENT #8C.O.A. GPSMONUMENT #6ADJOI N E R H O U S EPERMANENTEASEMENT PERREC. NO. 535571AROUND SHEDENCROACHMENT0.6'5.4'0.1'0.2'1.1' 3.2'3'14.6' 7 9 1 0 7909 790979107909 7900 7908790 8 790910" DIA. BUSH12" DIA. CONIFER24" DIA. DECIDUOUSXXXXX X X X X XCENTERLINE OFWOOD FENCECENTERLINE OFWOOD FENCECENTERLINE OFWOOD FENCESET NO. 5 REBAR &CAP L.S. N.O. 382941' WITNESS CORNERIMPROVEMENT SURVEY STATEMENTI HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY DRAKE CONSULTING, INC.FOR ADAM GLICKMAN.I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE,JULY 09, 2018 & DECEMBER 11, 2019, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THEBOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPONTHE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT ASINDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSINGOR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER STATE THAT I HAVEEXAMINED THE TITLE COMMITMENT PREPARED BY STEWART TITLE COMPANY, FILE NO. 230959,DATED EFFECTIVE JUNE 01, 2018 AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECTPROPERTY ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF. ERROR IN CLOSUREFOR THIS SURVEY IS LESS THAN 1:15,000.BY:___________________________________ TRAVIS J. KAISER, P.L.S. NO. 38294EXISTING CONDITIONS SURVEYLOT G, BLOCK 51, CITY AND TOWNSITE OF ASPENCITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADOPROPERTY DESCRIPTIONLOT G, BLOCK 51, CITY AND TOWNSITE OF ASPEN, CITY OF ASPEN, COUNTY OF PITKIN, STATEOF COLORADO.NORTHNOTES:1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDINGSETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN INTHE TITLE COMMITMENT PREPARED BY STEWART TITLE COMPANY, FILE NO. 230959, DATEDEFFECTIVE JUNE 01, 2018.2) THE DATE OF THIS SURVEY WAS JULY 09, 2018 & DECEMBER 11, 2019.3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S01°32'50"E BETWEEN THENORTHWESTERLY CORNER OF LOT G, BLOCK 51, A #5 REBAR & CAP L.S. NO. ILLEGIBLE FOUNDIN PLACE AND THE SOUTHEASTERLY 2' WITNESS CORNER, LOT G, BLOCK 51, A #5 REBAR & CAPL.S. #16129 FOUND IN PLACE.4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.5) THIS SURVEY IS BASED ON THE WARRANTY DEED RECORDED MARCH 31, 2006 AS RECEPTIONNO. 522405 AND THE ASPEN TOWNSITE MAP IN THE PITKIN COUNTY CLERK AND RECORDER'SOFFICE AND CORNERS FOUND IN PLACE.6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADORTVRN GPS NETWORK (1988 ORTHO DATUM) YIELDING AN ON-SITE ELEVATION OF 7907.76'' ONNORTHWESTERLY CORNER AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.7) ACCORDING TO RECEPTION NO.S 442760, 442763, 443458, 464740 AND 469516 THE SUBJECTPROPERTY IS LISTED AND A HISTORIC LANDMARK.8) THE PURPOSE OF THIS REVISED SURVEY IS TO SHOW THE UPDATED LOCATION OF THEFENCES, LOCATED IN THE FIELD ON DECEMBER 11, 2019. UTILITY LOCATION AND TOPOGRAPHYAPPEARS THE SAME BUT HAVE NOT BEEN UPDATED AS PART OF THIS SURVEY. THERE WASAPPROXIMATELY 18" OF SNOW AT THE TIME OF SURVEY.0101020405SUBJECTPROPERTYVICINITY MAPSCALE: 1" = 2000'NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTIONBASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRSTDISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT INTHIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THECERTIFICATION SHOWN HEREON.ByNO.DateProject NO.RevisionDrawn By:Checked By:Date:Computer File:Drake Consulting, Inc.Land SurveyingPhone 970-987-1389Fax 970-360-1001www.DrakeConsulting.CO180101 of 1ADAM GLICKMAN213 WEST BLEEKER STREETLOT G, BLOCK 51 C.O.A.IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY JRNTJKJuly 25, 2018cad/18/10/10.dwg107-27-18Addition of Dimension of Fence to Property LineTJK212-11-19Update location of fences, Constructed Fall 2019TJKCOL O R A DO LICENSEDPROFESSIONAL LAND S U RVEYOR TRAV I S J. KAISER3829412-19-1908/14/2020