HomeMy WebLinkAboutFile Documents.993 Moore Dr.0192.2019 (21).ARBKRIDGE C8408.20'LOT 7 - BLOCK G933 MOORE DRIVEMULTI-LEVELMETAL FRAME HOUSEF.F.8394.94'RIDGE B8408.17'RIDGE D8413.14'RIDGE J8407.33'RIDGE G8412.47'RIDGE F8412.42'RIDGE A8413.08'RIDGE E8407.32'F.F.8394.96'F.F.8394.88'18.4'26.2'
12.0'24.3'
56.1'7.8'10.7'15.7'23.0'15.0'4.3'49.1'21.4'7.7'11.1'25.9'3.9'10.7'2.5'4.3'
4.7'52.8'
9.5'14.5'13.2'3.3'
16.1'32.8'50.7'3" X 8'2" X 5'2" X 5'3" X 6'3" X 6'3" X 6'3" X 6'4" X 7'3" X 6'3" X 6'4" X 8'5" X 10'4" X 8'3" X 6'3" X 6'3" X 6'3" X 6'4" X 7'4" X 7'4" X 7'2" X 5'2" X 5'2" X 5'2" X 6'2" X 6'4" X 8'4" X 8'ROCKBORDERDSTORM DRAINRIM: 8381.29'II: 8376.97'IO: 8376.75'DDDDD4" TRENCH DRAIN RIM EL = 8394.71'DDDDDSPAPOOLSLOT DRAINWWDGGASMETERMECHANICALROOMCONCRETERETAININGWALLICV4" VENTVAULTCONCRETEPADROCKBORDERCOLUMN(TYP.)8380
8385
83768385839083958400840084058396 839583968397839483908385DDDDDDCORETAININGWALLCONCRETEPADCONCRETEDRIVEWAYCONCRETEDRIVEWAYASPHALTDRIVEWAYSTORM DRAINRIM: 8381.29'II: 8376.97'IO: 8376.75'24" STORM DRAINRIM: 8395.20'II: 8392.10'IO: 8392.05'6" STORM DRAINRIM: 8395.87'IO: 8394.99'6" STORM DRAINRIM: 8395.65'II S: 8394.09'IO N: 8394.12'4" PVC4.37%4.37%4" PVC18.91%6" STORM DRAINRIM: 8395.80'II S: 8390.62'II E:8390.59'IO N: 8390.54'10" PVC2.25%6" STORM DRAINRIM: 8394.71'II E: 8391.48'IO NW: 8391.40'6" PVC3.20%6" STORM DRAINRIM: 8395.18'II S: 8391.10'II E:8391.10'IO W: 8391.09'6" STORM DRAINRIM: 8394.72'II S: 8391.63'IO W: 8391.62'6" STORM DRAINRIM: 8394.55'IO N: 8391.99'IO W: 8392.06'10" PVC1.43%4" PVC1.77%9" STORM DRAINRIM: 8393.87'II S: 8389.19'II E: 8391.10'IO NE:8389.27'10" PVC1.33%6" STORM DRAINRIM: 8393.03'II W: 8388.43'II E:8388.17'6" STORM DRAINRIM: 8394.77'IO S: 8392.85'9" STORM DRAINRIM: 8394.74'II S: 8391.79'IO W: 8391.65'10" PVC1.17%10" PVC1.17%10" PVC2.11%WW8" PVC25.99%4" PVC1.75%8" PVC3.48%9" STORM GRATERIM: 8394.06'IO S: 8393.11'18" STORM GRATERIM: 8393.96'II NW: 8391.27'II N:8391.55'IO E:8390.40'4" PVC29.77%8" PVC2.41%8" P
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%9" STORM GRATERIM: 8397.33'II W: 8392.56'II N: 8392.54'IO: 8392.62'24" STORM DRAINRIM: 8400.61'IO S: 8392.85'9" STORM GRATERIM: 8394.77'II S: 8389.72'II E:8389.72'IO N: 8389.75'9" STORM GRATERIM: 8394.89'IO W: 8390.40'4" PVC1.90%10" PVC6.10%3.6'0.7'2.4'CONCRETEPATIOSILVA CELL6" OUTLET8375.17'CONCRETEWALLDENCLOSEDENTRYCONCRETEELEC.STUB3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'3" X 6'ELEC.STUBEAST SILVA CELL27 1X CELLSNORTH SILVA CELL24 3X CELLSNORTH SILVA CELL4" OUTLET 8385.11'CANTILEVERRIDGE H8407.34'COLUMN(TYP.)S 89°56'17" E 409.25'S 00°03'43" W 577.96'N 86°42'51" W 467.21'N 01°55'59" E 249.55'L2N 14°
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LOT 7 - BLOCK G933 MOORE DRIVESEE DETAILCURVE TABLECURVE #C1C2ARC LENGTH56.8150.74RADIUS130.00160.00DELTA ANGLE25°02'19"18°10'17"CHORD BEARINGN02°19'12"EN51°17'41"ECHORD LENGTH56.3650.53LINE TABLELINE #L1BEARINGN20°40'44"WDISTANCE30.00NOTICE: 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.Est. 2007180661 OF 1LH ASPEN, LLC.CITY OF ASPEN, COLORADOZONING COMPLIANCELOT 7, BLK G, MOORE FAMILY PUD993 MOORE DRIVEJGJRNMARCH 05, 2021066-ASBUILT0101020405NESW0306090120150180210240270300330P e ak
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urveying, Inc.ZONING COMPLIANCELOT 7, BLOCK G, THE MOORE FAMILY PUD, A PLANNED UNITDEVELOPMENT ACCORDING TO THE PLAT THEREOFRECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81AND THE THIRD AMENDED FINAL PLAT OF LOT 7, BLOCK GRECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72CITY 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 7, BLOCKG, THE MOORE FAMILY PUD, A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLATTHEREOF RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81 AND THE THIRD AMENDEDFINAL PLAT OF LOT 7, BLOCK G RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72,WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF NOVEMBER 17,DECEMBER 04, 2020, JANUARY 15, AND FEBRUARY 24, 2021 AND ACCURATELY DEPICT THEELEVATIONS EXISTING DURING THE SURVEY. THE ELEVATIONS MAY CHANGE SUBSEQUENT TOTHE SURVEY DUE TO SUBSIDENCE, UPHEAVAL, EROSION, ACTS OF MAN OR OTHER FACTORS.THEREFORE, THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS, GRADING ANDDRAINAGE PATTERN AFTER THE DATE OF THE SURVEY. EASEMENTS ARE SHOWN PER THE PLATUNLESS NOTED OTHERWISE. NO PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN ASDEFINED BY FEMA, EXCEPT AS NOTED. ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEYPLAT IS LESS THAN 1:15,000.BY:______________________________________ DATE:_________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND BEHALF OF PEAK SURVEYING, INC.010010020040050PROPERTY DESCRIPTIONLOT 7, BLOCK G, THE MOORE FAMILY PUD, A PLANNED UNIT DEVELOPMENTACCORDING TO THE PLAT THEREOF RECORDED AUGUST 10, 1998 IN PLATBOOK 45 AT PAGE 81 AND THE THIRD AMENDED FINAL PLAT OF LOT 7, BLOCKG RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72, CITY OFASPEN, COUNTY OF PITKIN, STATE OF COLORADO..NOTES:1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS,COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR INPLACE. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLECOMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT THESUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING,INC.2) THE DATE OF THIS SURVEY WAS NOVEMBER 17, DECEMBER 04, 2020,JANUARY 15, AND FEBRUARY 24, 2021.3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S01°55'59"WBETWEEN THE WESTERLY ANGLE POINT OF LOT 7, BLOCK G, A #5 REBARAND CAP P.L.S. #29030 FOUND IN PLACE AND THE SOUTHWESTERLYCORNER OF LOT 7, BLOCK G, A #5 REBAR & CAP P.L.S. #29030 FOUND INPLACE.4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET.5) THIS SURVEY IS BASED ON THE MOORE FAMILY P.U.D. FINAL PLATRECORDED AUGUST 10, 1998 ON PLAT BOOK 45 AT PAGE 81 AND THE THIRDAMENDED FINAL PLAT OF LOT 7, BLOCK G RECORDED DECEMBER 19, 2017IN PLAT BOOK 120 AT PAGE 72 IN THE PITKIN COUNTY CLERK ANDRECORDER'S OFFICE AND CORNERS FOUND IN PLACE.6) ELEVATIONS ARE BASED ON AN ELEVATION PROVIDED BY OTHERS OF8391.79' ON WESTERLY ANGLE POINT OF LOT 7, BLOCK G AS SHOWN.CONTOUR INTERVAL EQUALS 1 FOOT.7) THERE WAS APPROXIMATELY 30" OF SNOW AND ICE ON THE GROUND ATTHE TIME OF SURVEY.MARCH 05, 2021COL
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