HomeMy WebLinkAboutFile Documents.533 E Main St.0100.2018 (2).ACBK03/16/2019
03/16/2019
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74.4 31" D18'DL12"D20'DL12"D20'DL13"D25'DL15"D20'DL9"D12'DL7"D12'DL11"D12'DL4"D10'DL5"F10'DL16"F15'DL24"D20'DL26"D25'DL26"D25'DL29"D25'DL26"D25'DL33"D17'DL30"D20'DL29"D17'DL36"D22'DL33"D20'DL18"F20'DL18"F20'DL56.9PEAK 7968.5'SILL 7917.5'GRATE24"D10' DL6"D7'DLGAS CELLARSILL 7917.4'SILL 7918.0'SILL 7917.4'XXXXXXXXXXXXXXXXXXXXXXCOURTHOUSE VIEWPLANE NO. 1COURTH
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COURTHOUSE VIEWPLANE NO. 2CONCRETE DRIVEWAYSTORM DRAINRIM=7913.42'PLANTER
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RSILL 7915.5'SILL 7914.1'PEAK 7945.8'HOUSE"507"A/C UNITSPATIOPORCHSTATUEGRATEGALENA STREET74.00' R-O-W CONCRETE SIDEWALKCONCRETE SIDEWALKFENCE CONCRETE SIDEWALKFENCEPK NAIL & SHINERL.S. #25947 FOUND#5 REBAR FOUNDSTOP LIGHTMAIN STREET100.00' R-O-WGRATEORIGINAL TOP BACK CURBORIGINAL TOP BACK CURBSTREETLIGHTSTREETLIGHTRECESSEDLIGHTSLAB 7914.4'PEAK 7938.6'HOUSE"511"WINDOWWELL2ND STORY DECKCOA GPS Q-159 (7911.98')BEARS N16°36'25"E 102.29'FENCEALLEY BLOCK 9321.01' R-O-WELECTRICTRANS.TRASH BINBRICKWALLFENCEFENCECONCRETE SIDEWALKNEWCONCRETENEW CONCRETE CURB & GUTTER NEW BRICKPAVERSCHURCH"533"WIND
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WELLROOF OVERHANGREVOCABLE ENCROACHMENT LICENSE PER REC. NO. 449522REVOCABLE ENCROACHMENTLICENSE PER REC. NO. 449522ENCROACHMENT EXHIBITPER BK 716 PG 622ORIGINAL TOP BACK CURBDYHGRATESTREETLIGHTPARKINGKIOSK (TYP.)HUNT
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urveying, Inc.0101020405SUBJECTPROPERTYVICINITY MAPSCALE: 1" = 2000'AS-BUILT SURVEYLOTS A-I, BLOCK 93CITY AND TOWNSITE OF ASPENCITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADONOTES:1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDINGSETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUTTHE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECTTHE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, INC.2) THE DATE OF THIS SURVEY WAS NOVEMBER 14, AND DECEMBER 14, 2018.3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N15°44'13"E BETWEEN THESOUTHWEST CORNER OF LOT A, BLOCK 93, A PK NAIL AND SHINER L.S. #25947 FOUND IN PLACEAND USGS BENCHMARK Q-159, A BRASS CAP IN CONCRETE FOUND IN PLACE.4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.5) THIS SURVEY IS BASED ON THE MAP OF THE CITY AND TOWNSITE OF ASPEN, ANIMPROVEMENT AND TOPOGRAPHIC SURVEY OF THE SUBJECT PROPERTY PREPARED BY ASPENSURVEY ENGINEERS, JOB NO. 42118B, DATED JANUARY 2017 AND CORNERS FOUND IN PLACE.6) THIS SITE WAS UNDER CONSTRUCTION AT THE TIME OF THE LAST FIELD VISIT.7) IMPROVEMENT LOCATION AND LINE WORK ON THE SUBJECT PROPERTY EXCEPT FOR THEPROJECT AREA WAS PROVIDED BY OTHERS AND UPDATED WITH AS-BUILT INFO.COLORADO LICENSEDPROFESSIONAL LAND SURVEYOR JASON R. NEIL3793502/12/19ENGINEERS STATEMENTI, THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY THAT I HAVEINSPECTED THE RECORD SURVEY DATA FOR THE PROJECT SITE: ST MARY'S CHURCH ANDHAVE CONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCEWITH THE DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON DATE:BY:__________________________________ DAN COKLEY COLORADO PROFESSIONAL ENGINEER PE LICENSE NO. 29799 SGM, INC.02/13/1907/07/201703/16/2019