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Home My WebLink AboutFile Documents.124 W Hallam St.0025.2017 (16).ARBKAF1BCDE234567KPNORTH FIRST STREET75.45' R-O-W WEST HALLAM STREET74.38' R-O-WS 75°09'11" E 60.02'N 14°5 0 ' 4 9 " E 1 0 0 . 0 0 'S 75°09'11" E 60.02'S 14°5 0 ' 4 9 " W 1 0 0 . 0 0 '20.1'16.2'5.2'PERVIOUSCONCRETE WALK(SNOWMELT)83 S.F.± WITHINR-O-WCONCRETE CURB & GUTTER#5 REBAR & CAPL.S. #37935 SET#5 REBAR & CAPL.S. #16129 - 2'W.C.TBM=7889.39'#5 REBAR & CAPL.S. #ILLEGIBLE2'W.C.LOT 2NOLAN LOT SPLITPLAT BK 50 PG 42TWO STORY WOODSTONE & STEEL FRAMEHOUSE WITH BASEMENT124 W. HALLAM STREETLOT 1NOLAN LOT SPLITPLAT BK 50 PG 42134 W. HALLAMALLEY BLOCK 5621.07' R-O-WLOTS 0-SBLOCK 56DDDDDDDICVICVICVICVICVICVCOGDX X X X X X X XEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UEEX-UESSSSSSSSSSSSSSSSSS GGGGG GGGGG CTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTTTTTTTTTT TTTTTT EX-UE W W W W DRYWELL 6' DIA.RIM=7889.18'SUMP=7871.09'INV WEST=7882.80'INV EAST=7884.37'(30 MIL PVC LINERINSTALLED AROUNDTHE WESTERLY OFDRYWELL)RIDGE 17900.77'1.50'15.55'2.70'8.50'2.70'19.80'17.40'6.00'15.40'10.50'0.50'4 .1 0 ' 8.66'4.00'15.60'12.50'5.60'10.80'14.40'3.60'16.50'21.80'17.30'1.00'6.10'6.10'21.80'30.40'4.00'10.80'XXXXXXXXXXE G A.C. A.C.DECIDUOUS2" 4'DECIDUOUS2" 4'DECIDUOUS2" 4'DECIDUOUS2" 4'DECIDUOUS2" 4'DECIDUOUS2" 4'S08°40'02" W 1 8 4 0 . 1 5 ' S02°56'26"W 971.42'TRENCH DRAINRIM=7888.75'INV=7888.32'TRENCH DRAINCATCH BASINRIM=7888.66'INV=7888.23'TRENCH DRAINRIM=7888.86'INV=7888.43'TRENCH DRAINRIM=7888.87'INV=7888.27'TRENCH DRAINRIM=7888.75'INV=7886.85'INLETRIM=7888.98'INV=7885.92'4" P V C 4 . 7 %INLETRIM=7888.61'INV=7885.07'4" P V C 2 . 0 % 4" PVC 2 . 0 %INLETRIM=7888.98'INV=7885.79'TRENCH DRAINRIM=7888.68'INLETRIM=7889.65'INV=7885.11'4" PV C 2 . 0 % 4" P V C 6 . 6 %INLETRIM=7889.75'INV=7884.46'INLETRIM=7889.40'INV=7883.84'4" PVC 1 . 3 %4" PVC 2.3%PLANTERSTEPS STONEPATIOSTONEPATIOMETALPLANTERWIND O W WELL WIND O W WELL CATCHBASINGAS STUBPERVIOUSCONCRETE WALKFENCEFENCESTONEPATIOCONCRETECONCRETEDRIVEWAYCOVERED WOODPORCHDRYWELL5' DIA.SUMP=7866.87'RIDGE 27912.02'RIDGE 37912.36'RIDGE 47912.36'RIDGE 57910.76'RIDGE 67912.45'RIDGE 77902.32'RIDGE 97900.91'RIDGE 107912.36'RIDGE 117912.36'RIDGE 127913.86'RIDGE 137912.50'RIDGE 147913.87'RIDGE 157912.51'RIDGE 167913.87'RIDGE 177913.86'RIDGE 187913.86'RIDGE 207913.87'X X X X X X X X 10'78897889 7889BASIS OF BEARINGS5'5'10'NEW ELEC.TRANSFORMER#5 REBAR & CAPL.S. #ILLEGIBLE2'W.C.METALPLANTERMETALPLANTER0.16'RIDGE 87901.24'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:P.O. Box 1746Rifle, CO 81650Phone (970) 625-1954Fax (970) 579-7150www.peaksurveyinginc.comSNWEPeak Surveying, Inc.Since 2007170711 OF 1308 ASPEN HOLDINGS CO, LLC.CITY OF ASPEN, COLORADOZONING COMPLIANCELOT 2, NOLAN LOT SPLIT124 W HALLAM STREETJRNJRNFEBRUARY 03, 2020071-ASB102/13/20ADD ARCH ROOF BACKGROUNDJRNNESW0306090120150180210240270300330P e ak Surveying, Inc.0101020405COL O R A DO LICENSEDPROFESSIONAL LAND S U RVEYOR JAS O N R. NEIL37935HATCH LEGENDBOUNDARYLINE TYPE LEGENDSTORM SEWERELECTRICEASEMENTASPHALTCONCRETESYMBOL LEGENDWATER SHUT OFFGAS METERGSET MONUMENTELEC. TRANS.EDGE OF ROADIRRIGATION VALVEFOUND MONUMENTSEWER MANHOLEELEC. METERSSPOT ELEVATIONSAIR COND. UNITOSW100YR FLOODPLAINPVC DRAIN LINETELEPHONECABLE TVGASLINEFIBER OPTICTELEPHONESTORM DRAINDELEC. OUTLOOKADJ. BOUNDARYSTONE WALLCABLE TV PED.STREET LIGHTSEWER LINEWATER LINE0000.00'SODNORTH VICINITY MAPSCALE: 1" = 2000'SUBJECTPROPERTYEEA.C.ICV1ZONING HEIGHT PLANELEVATIONLABELELEVATION OFNATURAL GRADEELEVATION OFPROPOSED GRADEMOSTRESTRICTIVEROOF HEIGHT OVERTOPOGRAPHY7889.00'7902.00'7889.00'ACTUAL ROOF HEIGHTOVER MOST RESTRICTIVEAS-BUILTHEIGHTSAS-BUILT ELEVATIONOF GRADE BELOW12.07'27889.00'7889.00'347889.00'7889.12'57889.00'7889.17'67889.00'7889.25'77888.70'7900.77'7912.50'7913.00'7913.00'7911.00'7912.50'7901.98'7912.02'7912.36'7912.36'7910.76'7912.45'7902.32'7888.70'7888.50'7888.40'7888.20'23.32'23.86'22.36'24.25'7889.08'7889.31'7889.00'7889.50'7888.60'7888.60'23.76'13.72'87901.67'7901.24'7889.33'7889.00'7888.74'12.50'97901.00'7900.91'7889.31'7888.74'12.17'107913.00'7912.36'7889.25'7888.85'23.51'FINISHEDFINISHEDPROPERTY DESCRIPTIONLOT 2, NOLAN LOT SPLIT ACCORDING TO THE PLAT RECORDED JULY 12, 1999 IN PLAT BOOK 50AT PAGE 42, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.NOTES: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 12, 2019, JANUARY 21 AND 29, 2020.3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S75°09'11"E BETWEEN THESOUTHWESTERLY CORNER OF LOT 1, A #5 REBAR & CAP L.S. #ILLEGIBLE, 2' W.C. FOUND INPLACE AND THE SOUTHEASTERLY CORNER OF LOT 1, A #5 REBAR & CAP L.S. #16129, 2' W.C.FOUND IN PLACE.4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.5) THIS SURVEY IS BASED ON THE NOLAN LOT SPLIT RECORDED JULY 12, 1999 IN PLAT BOOK 50AT PAGE 42 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND INPLACE.6) ELEVATIONS SHOWN ARE BASED ON AN ELEVATION OF 7889.39' ON THE 2' W.C. TO THESOUTHWESTERLY CORNER OF LOT 2 AS SHOWN. THIS ELEVATION WAS SUPPLIED BY THEPREVIOUS SURVEYOR TO PSI AND USED BY THE ARCHITECT FOR PREPARATION OF PLANS.CONTOUR INTERVAL EQUALS 1 FOOT.7) ERROR IN CLOSURE FOR THIS SURVEY IS LESS THAN 1:15,000.8) THIS SITE WAS UNDER CONSTRUCTION AT THE TIME OF FIELD SURVEY.ZONING COMPLIANCELOT 2, NOLAN LOT SPLITACCORDING TO THE PLAT RECORDED JULY 12, 1999 IN PLAT BOOK 50 AT PAGE 42CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADOAS-BUILT SURVEY CERTIFICATION STATEMENT:I, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE ELEVATIONS,GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS: LOT 2, NOLANLOT SPLIT ACCORDING TO THE PLAT RECORDED JULY 12, 1999 IN PLAT BOOK 50 AT PAGE 42,WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF NOVEMBER 12, 2019,JANUARY 21 AND 29, 2020 AND ACCURATELY DEPICT THE ELEVATIONS EXISTING DURING THESURVEY. THE ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL, EROSION, ACTS OF MAN OR OTHER FACTORS. THEREFORE, THIS CERTIFICATE MAYNOT ACCURATELY DEPICT ELEVATIONS, GRADING AND DRAINAGE PATTERN AFTER THE DATEOF THE SURVEY. EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE. NO PARTOF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA, EXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS LESS THAN 1:15,000.BY:______________________________________ DATE:_________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND BEHALF OF PEAK SURVEYING, INC.117913.00'7912.36'7889.23'7888.94'23.42'127914.00'7913.86'7889.21'7889.00'24.86'137912.50'7912.50'7889.25'7888.96'23.54'147914.00'7913.87'7889.12'7888.90'24.97'157912.50'7912.51'7889.00'7888.98'23.53'167914.00'7913.87'7889.00'7888.96'24.91'177914.00'7913.86'7889.00'7888.90'24.96'187914.00'7913.86'7889.00'7888.90'24.96'197911.00'7910.97'7889.08'7888.96'22.01'207914.00'7913.87'7889.12'7888.90'24.97'7889.00'7889.00'7889.00'7889.00'7889.00'7889.00'7889.00'7889.00'7889.00'7889.00'7889.00'7889.00'FINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHEDFINISHED02/13/2020