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HomeMy WebLinkAboutFile Documents.993 Moore Dr.0322.2017 (12).ARBK AS-BUILT SURVEY `" h uI ° \°y°I�'` 1 LB to I)A�e Y 4; ✓ :i -`•, ^f B4` I� o •. „_R how l• LOT 7, BLOCK G, THE MOORE FAMILY PUD, A PLANNED UNIT DEVELOPMENT lc Td, ��� I'\-. .9?..1, f°-.-•i Gxt 4 Tn <�, cc,it ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81 R ; 1 wFA, z e F,e`<..n s ASPEN/• 1� ,vc AND THE THIRD AMENDED FINAL PLAT OF LOT 7, BLOCK G RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72 = g° s { � '� ' ' a r"CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO G I h t; ; 3 �;� ♦�� o a - LOT8 0 1 1 I S89°56'17"E 409-2s #SREBAR&ARP �_ f ps �f �Y ��� #* #5 REBAR& L.S.29030 BEARS �- gg 503°48'51'W 0.47'FOUND g ti r L.S.20133 COA GPS#14 BEARS 1 r-, r O� $ f FOUND I \ \ N39°3P03"W 4255.75' �� / ��; �/��$ o °„" ,I T ID'UTILITY/ I 1 Jim [tir/)', i, EASEMENT 20'PRIVATE SKI PER REC.NO. -TRAIL&PRIVATE / 420465 ,^ SUMMER TRAIL i l 65 / \ I PER PLAT BK 45 PG BI #REBAR&CAP N+ 5.37972 BEARS H / \ JF j- T1OSR85W S02°58'49FO0.35' / I I _ L ,�_, / I POUND ] / / / I I II // / / I/ / 1 23/$ 24 /:.. // 4 /// 24.16 VICINITY MAP / / I I SCALE:1"-2000' / h / / / N / /I LOT 7-BLOCK G / / 933 MOORE DRIVE PROPERTY DESCRIPTION AS-BUILT ENGINEERING CERTIFICATION STATEMENT: 253,379.55 SQ.FT. / 5.82 ACRES t ,/ / / / LOT 7,BLOCK G,THE MOORE FAMILY PUD,A PLANNED UNIT DEVELOPMENT ACCORDING TO / THE PLAT THEREOF RECORDED AUGUST 10,1998 IN PLAT BOOK 45 AT PAGE 81 AND THE THIRD 00 LI I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER CERTIFY THAT I HAVE AMENDED FINAL PLAT OF LOT 7,BLOCK G RECORDED DECEMBER 19,2017 IN PLAT BOOK 120 Al '�ORP•'•••••••''FN,p- INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE:LOT 7,BLOCK G,THE MOORE / / / / PAGE 72,CITY OF ASPEN,COUNTY OF PITKIN,STATE OF COLORADO. �'ON'• 9SA 4 R/ 4n0., FAMILY PUD,A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLAT THEREOF RECORDED / / / •G•Q C.n•• AUGUST 10,1998 IN PLAT BOOK 45 AT PAGE 81 AND THE THIRD AMENDED FINAL PLAT OF LOT 7 311]2021 BLOCK G RECORDED DECEMBER 19,2017 IN PLAT BOOK 120 AT PAGE 72,AND HAVE fp 427'- CONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE SVITH THE /// / / '` `.J'` DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON DATE t 0/L U 1 C // / •--SS/ONAI.ENG BY:\' Josh Rice DATE: MARCH 17,2021 S6'82 NOTES: 42764 LOT 6- / N,Iaot7'0 V - PE LICENSE NO. / ^^ THIS AERTYNDS IS EASEMENTS OFT C OR NP,RESTRICTIONS,SUR CSURVEY WAS PRE,AREDING WI / :MN,I g3456 Y' SETBACKS ANDDHATITLE SRECORD, E PLACE.E , XCEP IONS TO WAS PREPARED ECT 34 56 THE BENEFITJEC OF A TITLE COMMITMENTNOT THEREFORE,EXCEPTIONS PEA S UTITLEEYTHAT MAY AFFECT / y/ N THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING,INC. AS-BUILT SURVEY CERTIFICATION STATEMENT: ,.,'qcv (,'L ® SEE SHEET 2 FOR 2)THE DATE OF THIS SURVEY WAS NOVEMBER 17,DECEMBER 04,2020,JANUARY 15,AND 4V" AS-BUILT DETAILS FEBRUARY 24,2021. I,THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS, GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:LOT 7,BLOCK / .�00 / 3)BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S01°55'S9"W BETWEEN THE G,THE MOORE FAMILY PUD,A PLANNED UNIT DEVELOPMENT ACCORDING TO THE PLAT / 52 a' m WESTERLY ANGLE POINT OF LOT 7,BLOCK G,A#5 REBAR AND CAP P.L.S.#29030 FOUND IN THEREOF RECORDED AUGUST 10,1998 IN PLAT BOOK 45 AT PAGE 81 AND THE THIRD AMENDED / / 14.5�, PLACE AND THE SOUTHWESTERLY CORNER OF LOT 7,BLOCK G,A#5 REBAR&CAP P.L.S.#29030 FINAL PLAT OF LOT 7,BLOCK G RECORDED DECEMBER 19,2017 IN PLAT BOOK 120 AT PAGE 72 /#5 REBAR&CAP I FOUND IN PLACE. WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF NOVEMBER 17, / L.S.37972 FOUND )i-0 JP 43'� •• '^ DECEMBER 04,2020,JANUARY 15,AND FEBRUARY 24,2021 AND ACCURATELY DEPICT THE SEWER J y. 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. ELEVATIONS EXISTING DURING THE SURVEY.THE ELEVATIONS MAY CHANGE SUBSEQUENT TO MANHOLE / 25.9, - THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF MAN OR OTHER FACTORS. / �BA 5)THIS SURVEY IS BASED ON THE MOORE FAMILY P.U.D.FINAL PLAT RECORDED AUGUST 10, THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND E 0g65 32 g �,• - 1998 ON PLAT BOOK 45 AT PAGE 81 AND THE THIRD AMENDED FINAL PLAT OF LOT 7,BLOCK G DRAINAGE PATTERN AFTER THE DATE OF THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT / q$tk typ.42/ 7 T 295.2 RECORDED DECEMBER 19,2017 IN PLAT BOOK 120 AT PAGE 72 IN THE PITKIN COUNTY CLERK UNLESS NOTED OTHERWISE.NO PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS 1pC/ P l5 0 AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. DEFINED BY FEMA,EXCEPT AS NOTED.ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEY Y% C� a - _ I PLAT IS LESS THAN 1:15,000. / 9)Zf`" C ,' 491 C'O'A' 6)ELEVATIONS ARE BASED ON AN ELEVATION PROVIDED BY OTHERS OF 8391.79'ON WESTERLY .♦ ANGLE POINT OF LOT 7,BLOCK GAS SHOWN.CONTOUR INTERVAL EQUALS 1 FOOT. MOO RDSI. •-) 6 r 'j,,,� , 3p/ 7)THERE WAS APPROXIMATELY 30"OF SNOW AND ICE ON THE GROUND AT THE TIME OF Q TIN, R 15?' F'OS SURVEY. '4c. �N TRA R q �^ 1 5 BY:'F 5 DATE: MARCH 17,2021 ELECTJUC . 1 3 = I SON R., IL P.L.. O.379y' BD�E`STAL/ 10'U 1 I o 1., SURVEYIN,INC.-��) EASEMENT PER �-F: -4 t.4 - / DEC.NO.420465 ` • '� , ��'r/0- 5�01 #5 REBAR& 6 -� LINE TABLE -.'FAl 6���p0 CAPL.S.29030 - N � FOUND TBM H EL=8397.79' -F� ffi y LINE# BEARING DISTANCE 1�� ROAD EASEMENT �1 1 - ' I LI N20°40'44"W 30.00 1V PER REC.NO.527752 y 24.3' 0 L10.0 330 Y v e ' 30 200- 11'3(13'DIMITY S1� ��O EASEMENT REC. NO.527752 300 60 LOT 5 Fl/F_10'SKI&UTILITY CURVE TABLE * f. EASEMENT PER _ -- Re ,3 I REC.NO.527752 _ _ 65 4� CURVE# ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH \ / Cl Cl 56.81 130.00 25.02'19" N02519'12"E 56.36 I BUILDING W 270 0^ 90 E ENVELOPE °1T09.�W C2 50.74 160.00 I8°l0'l7" N51°17'41"E 50.53 - I I IID I 240 120 210 150 Z18.6 180 1 I S 1 I GRAPHIC SCALE = d 15 II ( IN FEET) II 1 inch= 30 ft. II k' 4e SATVey'lug, IhC y� aw D. RBy.JG NO. Date Revision By Project NO. 1 03/17/21 UPDATE SURVEY JRN LH ASPEN,LLC. cn�ked er: CITY OF ASPEN,COLORADO 18066 #5 REBAR&CA' P.O.Box 1746 • L.S.29030 FOUND #5 REBAR&CAPfir Rine,CO 81650 JRN AS-BUILT SURVEY v N 86°42,51„W 4(7 2I L.S.19598 FOUND phone(970)625-1954 D.�. LOT 7,BLK G,MOORE FAMILY PUD COA GPS#1]BEARS OPEN SPACE AREA 7 N84°27'17"W 2680.37' Fax(970)579-7150 MARCH 09,2021 NOTICE:ACCORDING TO COLORADO LAW,YOU MIST COMMENCE ANY LEGAL.ACTION www.peaksu vey nginc.com BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AMR YOU FIRST J Computer File: 993 MOORE DRIVE DISCOVER SUCH DEFECT IN NO EVENT MAY ANY ACTION BASED UPON ANY 1 OF 2 <THIS SURVEY BE ER„HRVEOBECOMMENCEOB. THAN TEN YEARS FROM THEDATEOEEHE Est. 2001 a� 066-ASBUILT / NORTH ESILVA CELL T 8385.11' AS BUILT SURVEY / fRIP RAP INSTALLED / / PER PLAN LOT 7, BLOCK G, THE MOORE FAMILY PUD, A PLANNED UNIT / / 3"X6' - - DEVELOPMENT ACCORDING TO THE PLAT THEREOF / / 3"X6' 3"X6' =" RECORDED AUGUST 10, 1998 IN PLAT BOOK 45 AT PAGE 81 / / . "X 6' 3"$6 AND THE THIRD AMENDED FINAL PLAT OF LOT 7, BLOCK G / / 3"X6' 3"X6' _ / /36' - ' - - NORTH SILVA CELL 243X CELLS ' / 24"STORM DRAM 8394.32' - RECORDED DECEMBER 19, 2017 IN PLAT BOOK 120 AT PAGE 72 / R W:8393.03' 8394.39' - - / llE:638817' p^pV CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO / / ELEC. / STUB / 8394.39' POOL 8394.40' / -\‘ 8394.38 8394.44' / /8394.40' SPA / / SLOT DAI` 8394.41' 3 X 6 3�� X 6/ 8394.41' I 8394.40' 0 o o4aG/ 3 X 8394.41' / ^. 1j 8394.41' 7 CONCRETE 8394.76. PATIO `^ 9"STORM DRAIN c / RIM:8393.87' / 528' II :8389.19' II E E:8391.10' IO NE:8389.27' `8394.44' 145 3"X 8394.74'-N., 8394.71' < ^ 3"X 6' 0 / / 8394.60' 8394.73' 107' ' ,✓e COLUMN 43 _` f(TYP.) °' 33 I / G. T 8394.39' 8394.74' � \ I N / 3"X6' 259' o. 0 8394.72' LOT 7-BLOCK G 330 30 / / 933 MOORE DRIVE CONCRETE `839420' MULTI-LEVEL 3"X 6' .t V e y J i) I PAD '\ / METAL FRAME HOUSE I \�(`/ f F.F. 8394 94 300 g 60 / 397.01' 8394.74' �' f cte / 8394.71'" 328 ` / fl / I iii VAULT 8393.96' CONCRETE8302' 39.0 BORDER W 270 / 90 E ASPHALT WALL DRIVEWAY 97. 4'VENT :394.76' -Q ELEC. 4"X 7' terl9"STORM GRATE AIM:8394.89' 8394.80' 240 120 STUB le0"/, N [1 '� IO W:8390.40' 8394.81" 9"STORM G TE- • 4 8397.33' o, ,+ 8394.76' RIM:838.72' a II S:838.72' 8394.66' 49.V d "�•• EAST SILVA CELL ll:838�.72'4"X7, © 4"yVC -/ ay 6 STORM DRAIN 27 IX CELLS 210 150 ION:8389.75' '�n "6" ,�< RIM 8394.55' • / - a• b STORMDRA1N $(5 'ION:8391.99' 222 180 / �� n RIM:839442 " ',O W:8392.i • / . 8395.20' II S:8391.63' .. 8394.67' 4"X 7' 10 W:8391,62' 1 4"PVG S / / 8397.13 2'�.� •VC'� / e�* STORM DRAIN 8 CONCRETE 8395,01' V • /I4"X7' RIM:839.18' 4 15T / 8397.42' s39s.8o' us:a34.H GRAPHIC SCALE 6"STORM DRAIN a 'a.1E:8391.10' • i, ROCK BORDER / RIM:8395.60' 8396.04 - &FRENCH ll 8:8390.62' IO W:8391.09' DRAIN b c„ ,W to o s to m 11 11 E:8390.59' v95 0 T'-. ` I L- IO N:8390.54' 8395.55' O \ ( IN FEET) "X 6' "� 1 inch= 10 ft. �`� 8395.97' 3"X6' 10'1P7% A� 78 JJ�� -�� '-" G1 1I HATCH LEGEND LINE TYPE LEGEND N e 6"STORM DRAIN" N, SILVA CELL ' \ I CONCRETE RIM:8394.71' 8394.71' \ DRIVEWAY 6"STORM DRAIN 'p 6"OUTLET II E:8391.71' 1 8375.17' M.PAVER WALK ASPHALT BOUNDARY 8396.82' RIM:8395.65' IO NW:8391.'I' F.F. 2q• \ R(p LED ��� ADI.BOUNDARY H S:8394.09' q65' 8395.29' 8394.96' MSTALLED EASEMENT I ;CONCRETE STORM SEWER ION:8394.12' N, PER PLAN - \ 8395.69' 9"STORM DRAIN >y I ELECTRIC Ex4sE N 4 8396.71' RIM.8394.74' PM o7 ' SYMBOL LEGEND EDGE OF ROAD I 2%5' II S:8391.79' 'Z ........... - - IOOYR FLOODPLAM 8395.73' 10 W:8391.65' S I ELECTRIC METER © EXISTING STORM TV PEDESTAL TELEPHONE 8396.04' 1 WATER METER OMABLE TV 0. / IRRIGATION VALVE 0 GASLINE U FOUND MONUMENT FIBER OPTIC FO 2e' o. 5. 8395.69' VI " STORM GRATE © TELEPHONE 0' CONCRETE DRYWELL ® SEWER LINE .w DRIVEWAY MANHOLE 0 WATER LINE 8396.53' 8396.36' ,,, COLUMN 6"STORM DRAIN PVC RISER P 8395.94' RIM:8395.87' (TYP.)� WINDOW WELL A' TREE LEGEND 10:8394.99' 8394.70' 8383.50' SPOT ELEVATIONS 0000.00' DECIDUOUS TREE F.F. _ 8394.88' 394' `, SIGN a CONIFEROUS TREE CLEANOUT 8396.35' 8394.71' 8396.08' 8395.38' , 8384.16' FIRE HYDRANT V ?"D X?'T-TREE DIAMETER X TREE HEIGHT I A STORM DRAIN I LIGHT POLE 3"'T 6"STORM DRAIN MECHANICAL CONCRETE 8388.00' RIM:6.97.29' 2 e 52 PAD 10:837.97' I RIM:8394.77. • '� ROOM I0:8376.75' J 4eP 10 S:8392.85' CONCRETE RETAINING WALL y 2 6401.034 ,G 8394.64' 8390.11' y4 e 5' 0' 8395.38' 8401.05' 0i94.83' 8398.77' 743 8394.64' I I 24"STORM DRAIN ,,•"" ---,-- RIM:8400.61' `8 ' g„PVCI 9'CO LICF + URA IO S:8392.85' P 9"STORM GRATE O Nsan-. 88400.77' / z4l%UC RIM:8394.06' 8392.62' G'�0�3/1]I2021 O�O 441II�/' /• C 10 S:8393.11' _ GAS 9"STORM GRATE 0 II 427 - ,a4 METER RIM:8397.33' 24"STORM DRAM - - ' SON `0 Il W:8392.56' .4y -.. RETAINING RIM:8395.20' •� IIN:8392.54' �-,j 5,A 3793 ,x 11 I WALL H;8392.10' o IO:8392.62' 1---- S G`�' MARCH 17,2021-�� 10:8392.05' (`jam S/ONAL�r' `O 4 8400.59' J ••• 4/1 PI S,,/I4�'4 D/I1 18"STORM GRATE ♦•• , aA RIM:8393.96' r'' I HNW:8391.27' 8' sJLrveyin 4' Drawn By: NO. Date Revision $ D E:8391.55' QQ,13� hC, JG ]O ER390.40. t • 1 03/17/21 UPDATE SURVEY JRN y LH ASPEN,LLC, Pro3ect NO. P.O.Box 1746 Checked By: CITY OF ASPEN,COLORADO 18066 - - Rifle,CO 81650 JRN AS-BUILT SURVEY Phone(970)625-1954 Date: ' Fax(970)579-7150 MARCH 09,2021 LOT 7,BLK G,MOORE FAMILY PUD NOTICE:ACCORDING TO COLORADO LAW,YOU MUST COMMENCE ANY LEGAL ACTION www.peaksurveyinginc.com Computer File; 993 MORE DRIVE BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AMER YOU FIRST -= ----DISCOVER SUCH DEFECT IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECF IN 2 OF 2 MIS SUE000IECOMME0500N. THAN TEN YEARS FROMTHEES560STHE J% Est. 2001 '�, 066-ASBUILT