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Home My WebLink AboutFile Documents.33 MINING STOCK PKWY.0093-2020-BRES (15)RG 27B RG 2B RG 3B RG 4B RG 5 B RG 12B RG 11B RG 6B RG 27B1 RG 10B RG 9B RG 7B RG 21B RG 28B RG 17B RG 22B RG 23BRG 24B RG 16B 8'' S S 8'' S S 8'' S S 8''S S 8''S S 8''S S 8''S S 8''S S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS SS SS S S S S S S SS SS SS SS S S S S ETC ETC ETC ETC ETC E T C E T C E T C ET C ETC ETC ETC ETC ET C ET C ET C ETCETCETCETCE T C ETC ETC ET C ETC ETC ETC ET C PDS PDS PDS PDS PDS PDS SS SS 4'' W 4'' W 4'' W 4 ' ' W 4'' W 4'' W 4'' W 4' ' W 4' ' W 4' ' W 4'' W 4'' W 4'' W 4 12 2 4 9 12 10 5 4 VA N AC C E S S I B L E 4 VA N AC C E S S I B L E 8 6 >>> > P11-09 P11-10 P11-11 P11-12 P11-13 P11-14 P11-01 911-02 P11-03 P11-04 P11-05 P11-06 P11-07 P11-08 P12-01 P12-02 P12-03 P12-04 P12-05 P12-06 P12-07 P12-08 P12-09 P12-10 P12-11 P12-12 P12-13 P12-14 P12-15 P13-01 P13-02 P13-03 P13-04 P13-06 P13-05 P13-07 P13-08 P13-09 P13-10 P13-11 P13-12 P14-10 P14-11 P14-12 P14-13 P14-14 P14-15 P14-16 P14-17 15 P14-8P14-7 P14-6 P14-5 P14-4 P14-3 P14-2P14-1 P14-9 UE UE UE U E E T C E T C ETC E T C E T C E T C E T C E T C UE E T C ET C T- C ETC >>>>>>>>>> > > > > > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> > >>>> >>RG 14B . 1 >RG 14B > ETC ETC ETC ETC ETC ETC ETC ETC ETC > RG 31B1 RG 20B RG 1B XS D XS D XS D XS D XS D XS D XS D XS D XSDXSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XS D XS D X S D X S D X S D X S D X S D X S D XSD XSD XSD XSD XS D XSD X S D X S D X S A X S A X S A X S A X S A XSA XSA XS A XS A XSA XSA XS A XSA XS A XS A XS A XSA XS A X S A X W L X W L X W L X W L X W L X W L XW L XW L XW L XW L XW L XW L XW L XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XW L XW L XW L X W L X W L X W L X W L X W L X W L X W L X W L XWL XWL XWL X H C E X H C E XHCE XHCE X H C E X H C E X H C E X H C E X H C E XH C E XH C E XH C E XH C E XH C E XH C E XHC E XHC E XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XH C E XH C E X H C E X H C E X H C E X H C E X H C E XH C E XH C E XH C E XHCE XHCE XHCE XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS X G A S X G A S XG A S XG A S XG A S XG A S XG A S XG A S XG A S XG A S XG A S XGA S XGA S XGA S XGA S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGA S XG A S XG A S XG A S XG A S XG A S XG A S X G A S X G A S X G A S X G A S X G A S X G A S X G A S XG A S XG A S XG A S XG A S XGA S XGA S XGAS XG A S XG A S XG A S XE L X E L X E L X E L X E L X E L X E L X E L X E L XE L XE L XE L XE L XE L XE L XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XE L XE L XE L XE L XE L XE L XE L XE L XE L XEL XEL X G A S X G A S XETC XETC XETC XETC XETC X E L X E L X E L X E L X E L XE L XE L XE L XE L XE L XE L XE L XEL XEL XEL XG A S XG A S XG A S XG A S XG A S XG A S X G A S X G A S X G A S X G A S X G A S X G A S X G A S X G A S XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XT C XT C XT C XT C XT C XT C XT C XT C XT C XT C XT C XTC XTC XTC XT C X T C X T C X T C X T C X T C X T C XTC X T C X T C X T C X T C X T C X T C X T C X T C XT C XT C XT C XT C XTC XTC XTC XTC XTC X T C X T C XT C XT C XT C XT C XT C XTC XTC XT C w w w w w w w w w w w w w w w w EE EE E E E E EE EE E E EE EE EE EE EE EEEE EP EP EP EP EP EP w w ETV ETV E T V EP EP E P ETV ETV ETV ET V ETV ETV ET V ET V EE EE EE EE EE EE EE EE EE EE EE ETV ETV ET V EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EE EE EE EE EEEEEEEE EE EE EE EE EE EE EE EEEEEE EE EE EG EG E G EG EGEGEG EP EP EP EG EG E G E G EE EE EE ga s EG EP EP ET V ET V ET V ET V ET V ETV ETV ETV ETV ETV ETV ETV ETV ETV ETV EE EE EE E E EE EE EE EEEEEE w w w w w w w w EG EG EE EE EE EE EE EE EE EE EE EE EE EE EE EE EG EG EG EG EG EG EG EG EG EG EG EG EG X S D X S D X S D XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD XSD ESS ESS ESS ESS ESS ESS ES S EW S EW S EW S w XTC XTC XGA S EX. C O A EL. V A U L T X E L X E L X E L X E L X E L XEL XEL XEL XTC XTC X S A X S A X S A X S A XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA X S A X S A X S A 14F (B) FF2 = 7842.33 FF1 = 7831.33 14B FF2 = 7841.67 FF1 = 7830.67 13A FF2 = 7840.00 FF1 = 7829.00 13B FF2 = 7840.00 FF1 = 7829.00 12C (ATTACH) FF1 = 7843.00 12C FF2 = 7843.00 FF1 = 7832.00 12D FF2 = 7844.00 FF1 = 7833.00 15E FF2 = 7832.50 FF1 = 7821.50 11E FF2 = 7839.00 FF1 = 7828.00 20.0' SAN. SEWER ESMNT BK. 102 PG. 72 14F (A) FF2 = 7843.50 FF1 = 7832.50 10' UT. ESMNT BK. 102 PG. 72 10' UT. ESMNT BK. 102 PG. 72 20' SAN. SEWER ESMNT BK. 102 PG. 72 24' FIRE ACCESS LANE BK. 102 PG. 74 10' UT. ESMNT BK. 102 PG. 72 PROPOSED 15' WT. SRV. ESMNT 5' DRAINAGE ESMNT. BK. 102 PG. 72 5' DRAINAGE ESMNT. BK. 102 PG. 72 5' DRAINAGE ESMNT. BK. 102 PG. 72 10.5' DRAINAGE ESMNT. BK. 102 PG. 72 UT. ESMNT BK. 102 PG. 72 24.0' FIRE ACCESS ESMNT BK. 102 PG. 74 3.5' UT. ESMNT BK. 102 PG. 72 PROPOSED AMENDED 20' SAN. SEWER ESMNT PROPOSED 10' WIDE UTILITY ESMNT. D D SNOW S T O R A G E EASEM E N T (SEE D E T A I L A T H I S S H E E T ) S8 1 ° 2 5 ' 2 1 " W 9 0 . 9 1 ' N8 1 ° 2 5 ' 2 1 " E 1 1 1 . 5 3 ' N7° 21' 19"W 89.91' TOC 42.33 BURLINGAME RANCH PHASE 1 BURLINGAME RANCH PHASE 2BURLINGAME RANCH PHASE 3RO6 RO5 BLD G 1 4 BLDG 13 BLDG 15 BLDG 11 BLDG 10 BLDG 9 BLDG 8 BL D G 1 2 P11 P14 NORTH 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 G: \ 2 0 1 9 \ 1 9 1 2 0 - B G P H 3 \ C I V I L \ C I V I L D W G S \ P L O T \ S H E E T S E T \ 1 9 1 2 0 - 5 - U T I L I T Y . D W G - J u n 1 9 , 2 0 2 0 - 9 : 0 7 a m OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 PROJECT NUMBER ISSUE DATE REVISIONS SHEET TITLE ISSUE SHEET NO. TOWN STAMP DISCIPLINE STAMP C5.01 UTILITY PLAN SOUTH 19120 No.Description Date SHEET INDEX MAP SCALE: 1" = 300' NORTH 1 50% DD 1.24.2020 BU R L I N G A M E R A N C H P H A S E 3 I M P R O V E M E N T S CI T Y O F A S P E N , C O L O R A D O 6/19/2020 2 100% DD 3.10.2020 3 25% CD 5.1.2020 MA T C H L I N E C 5 . 0 2 MA T C H L I N E C 5 . 0 2 SHEET C5.01 SHEET C5.02 4 50% CD 5.15.2020 PERMIT DRAWINGS 5 PERMIT SET 6.19.2020 02/26/2021 Water easement width shall be 25' for lines 12" and smaller to comply with COA Water Department standards. Revise the easement exhibit to reflect this. Note these easements must be finalized prior to CO. RG 7B RG 1A RG 4A RG 5A RG 36A RG 26B RG 18B RG 19B T T 4' ' W 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S S S S S SS SS SS SS SS SSSS S S P D S PDS ETC 4' ' W 4' ' W 4' ' W 4' ' W 8' ' S S 6 8 6 4 3 12 12 8 6 >>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>> P8-01 P8-02 P8-03 P8-04 P8-05 P8-06 P8-07 P8-08 P8-09 P8-10 P8-11 P8-12 P9-13 P9-01 P9-02 P9-03 P9-04 P9-05 P9-06 P9-07 P9-08 P9-09 P9-10 P9-11 P9-12 P9-14 P9-15 P9-16 P9-17 P9-18 P9-19 P9-20 P9-21 P9-22 P9-24P9-23 P10-05 P10-06 P10-07 P10-01 P10-02 P10-03 P10-04 P12-16 P12-17 P12-18 P12-19 P12-20 P12-21 UE UE UE UE UE ETC T-C ET C ET C ET C ET C ET C ET C ETC E T C E T C E T C UE UE UE UE UE UE UE ET C ET C UE UE UE UE >>>>>> > > > > > > >>>> ETC ETC ETC ETC RG 7A RG 8A 4' ' W 4' ' W 4' ' W 4' ' W 4 ' ' W RG 6A >>>> > > >>>> > > > > > > > >>>> X W L XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XW L XW L XH C E XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XH C E XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XHCE XG A S XG A S XG A S XGA S XGA S XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGA S XGAS XGAS XGAS XGAS XGAS XGAS X G A S XG A S X G A S XG A S XE L XE L XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL XE L XE L XT C XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC XTC EG EG EG EG EG EG EG E E EE EE EE EE EE E P w w w w w w w w w w ET V ETV EE EE EE EE EE E E EP EP EP EP ETV ETV ETV EE EE EE EE EE EE EE EE EP EP EP EP EP EP E E E E EEEE gas gas g a s ET V ET V ETV ETV ETVETV EG EGEG EG EG EG EG EG EG EG EG ETVETVETV ETV ETV ETV ETV E S S ES S E S S E W S EWS EW S EWS EWS EW S EW S EW S EWSEWSEWS E W S EW S E W S EW S EW S EW S EW S EW S XSA XSA XSA XSA X S A X S A X S A X S A X S A X S A X S A EX. COA EL. VAULT XE L XE L EX. COA EL. VAULT >>>>>>>>>>>> >>>>>>>>> > > > > > > > 12D FF2 = 7844.00 FF1 = 7833.00 11E FF2 = 7839.00 FF1 = 7828.00 19' UT. ESMNT BK. 102 PG. 72 EXISTING COA VAULT. CONTRACTOR TO COORD. W/ COA ELEC. ON INSTALLATION OF TRANSFORMER & EXTENSION OF SECONDARY SERVICES AS SHOWN HEREIN EXISTING COA ELEC. VAULT. CONTRACTOR TO COORD. W/ COA ELEC. ON INSTALLATION OF TRANSFORMER & EXTENSION OF PRIMARY FEED TO PROPOSED TRANSFORMER LOCATED NEAR P11 24' FIRE ACCESS ESMNT BK. 102 PG. 74 19' UT. ESMNT BK. 102 PG. 72 20' UT. ESMNT BK. 102 PG. 73 20' SAN. SEWER ESMNT BK. 102 PG. 72 20' SAN. AMENDED SAN. SEWER ESMNT PROPOSED 10' WIDE UTILITY ESMNT.PROPOSED 10' WIDE UTILITY ESMNT. 20' SAN. SEWER ESMNT PER SEPARATE INSTRUMENT (TO BE CONFIRMED) D D SNOW S T O R A G E EASEM E N T (SEE D E T A I L A T H I S S H E E T ) S8 1 ° 2 5 ' 2 1 " W 9 0 . 9 1 ' N8 1 ° 2 5 ' 2 1 " E 1 1 1 . 5 3 ' N7° 21' 19"W 89.91' TOC 42.33 BURLINGAME RANCH PHASE 1 BURLINGAME RANCH PHASE 2BURLINGAME RANCH PHASE 3RO6 RO5 BLD G 1 4 BLDG 13 BLDG 15 BLDG 11 BLDG 10 BLDG 9 BLDG 8 BL D G 1 2 P11 P14 NORTH 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 G: \ 2 0 1 9 \ 1 9 1 2 0 - B G P H 3 \ C I V I L \ C I V I L D W G S \ P L O T \ S H E E T S E T \ 1 9 1 2 0 - 5 - U T I L I T Y . D W G - J u n 1 9 , 2 0 2 0 - 9 : 0 8 a m OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 PROJECT NUMBER ISSUE DATE REVISIONS SHEET TITLE ISSUE SHEET NO. TOWN STAMP DISCIPLINE STAMP C5.02 UTILITY PLAN NORTH 19120 No.Description Date SHEET INDEX MAP SCALE: 1" = 300' NORTH 1 50% DD 1.24.2020 BU R L I N G A M E R A N C H P H A S E 3 I M P R O V E M E N T S CI T Y O F A S P E N , C O L O R A D O 6/19/2020 2 100% DD 3.10.2020 3 25% CD 5.1.2020 MA T C H L I N E C 5 . 0 1 MA T C H L I N E C 5 . 0 1 SHEET C5.01 SHEET C5.02 4 50% CD 5.15.2020 PERMIT DRAWINGS 5 PERMIT SET 6.19.2020 PHASE 1 BURLINGAME RANCH 02/26/2021 02/26/2021 02/26/2021 02/26/2021 02/26/2021 sasvcsasvcsasvcsasvcsasvc sasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvc sasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvc sasvcsasvcsasvcsasvcsasvc sasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvcsasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc sasvc MIN I N G S T O C K P A R K W A Y (5 0 ' R O W ) BURLINGAME RANCH AFFORDABLE HOUSING, FILING No.1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT, TRACT 3 THE CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED NOVEMBER 13, 2006 AS RECEPTION NO. 530970 FORGE ROA D (45' ROW) CO N D O M I N I U M 4 T H S U P P L E M E N T POINT OF BEGINNING 20' WIDE SEWER EASEMENTWEST 1 4 CORNER SECTION 2 S65° 2 9 ' 0 4 " W 1248. 4 0 ' L1 POINT OF TERMINUS 20' SEWER EASEMENT PLAT BOOK 102 PAGE 69 (REC. NO. 598456) S1 6 ° 5 3 ' 4 1 " W S 4 7 ° 2 0 ' 5 6 " E 4 4 . 3 2 ' L3 9 4 . 8 3 ' C2 CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SCALE 1" = 50' BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, TRACT 3 LYING IN THE WEST 1 2 SECTION OF 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. EXHIBIT MAP OF: SEWER EASEMENT SHEET 1 OF 2 GRK JB 19120.02 7/9/2020 2020-6-26 BG Ph3 Esmnts.dwg Line Table Line # L1 Direction N70° 43' 56"W Length 35.58' L3 S30° 52' 02"W 11.45' Curve Table Curve # C2 Length 21.90' Radius 214.20' Tangent 10.96' Delta 5°51'30" Chord Direction S27° 58' 22"W Chord 21.89' 02/26/2021 CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION PLAN, TRACT 3 LYING IN THE WEST 1 2 SECTION OF 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. EXHIBIT MAP OF: SEWER EASEMENT SHEET 2 OF 2 GRK JB 19120.02 7/9/2020 2020-6-26 BG Ph3 Esmnts.dwg SEWER EASEMENT DESCRIPTION A TWENTY FOOT (20') WIDE SEWER EASEMENT SITUATED IN TRACT 3, PHASE II, BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1 PER THE SECOND AMENDED FINAL SUBDIVISION PLAT RECORDED APRIL 9, 2013 IN PLAT BOOK 102 AT PAGE 69 OF THE PITKIN COUNTY RECORDS; SAID EASEMENT ALSO SITUATED WITHIN THE WEST HALF OF SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING A POINT ON THE COMMON BOUNDARY OF SAID TRACT AND THE RIGHT-OF-WAY FOR MINING STOCK PARKWAY OF SAID SUBDIVISION FROM WHENCE THE WEST QUARTER CORNER OF SAID SECTION 2 BEARS S65°29'04"W, A DISTANCE OF 1248.40 FEET; THENCE N70°43'56"E, 35.58 FEET TO A POINT ON THE CENTERLINE OF A TWENTY FOOT (20') WIDE SEWER EASEMENT PER THE PLAT RECORDED AS PLAT BOOK 102 AT PAGE 69 IN SAID COUNTY RECORDS, THE POINT OF TERMINUS, FROM WHENCE SAID QUARTER CORNER BEARS S64°19'51"W, A DISTANCE OF 1222.96 FEET. 02/26/2021 S1 6 ° 5 3 ' 4 1 " W CO N D O M I N I U M 4 T H S U P P L E M E N T MIN I N G S T O C K P A R K W A Y (5 0 ' R O W ) 4 4 . 3 2 ' S 4 7 ° 2 0 ' 5 6 " E L3 THE CONDOMINIUM MAP OF BURLINGAME RANCH 1 CONDOMINIUM RECORDED NOVEMBER 13, 2006 AS RECEPTION NO. 530970 BURLINGAME RANCH AFFORDABLE HOUSING, FILING No.1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT, TRACT 3 POINT OF TERMINUS 20' SEWER EASEMENT PLAT BOOK 102 PAGE 69 (REC. NO. 598456) WEST 1 4 CORNER SECTION 2 FORGE ROA D (45' ROW) POINT OF BEGINNING 4 4 . 3 2 ' S 4 7 ° 2 0 ' 5 6 " E L 4 L 5 C3 S66° 1 6 ' 1 6 " W 1230.8 2 ' PORTION OF SEWER EASEMENT VACATED BY THIS DOCUMENT (HATCHED) CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SCALE 1" = 50' BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, TRACT 3 LYING IN THE WEST 1 2 SECTION OF 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. EXHIBIT MAP OF: SEWER EASEMENT VACATION SHEET 1 OF 2 GRK JB 19120.02 7/9/2020 2020-6-26 BG Ph3 Esmnts.dwg Line Table Line #Direction Length L3 S30° 52' 02"W 11.45' L4 L5 N14° 29' 41"W N48° 46' 52"W 17.36' 26.80' Curve Table Curve # C3 Length 46.38' Radius 215.23' Tangent 23.28' Delta 12°20'52" Chord Direction S24° 42' 56"W Chord 46.29' 02/26/2021 CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION PLAN, TRACT 3 LYING IN THE WEST 1 2 SECTION OF 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. EXHIBIT MAP OF: SEWER EASEMENT VACATION SHEET 2 OF 2 GRK JB 19120.02 7/9/2020 2020-6-26 BG Ph3 Esmnts.dwg SEWER EASEMENT VACATION DESCRIPTION A PORTION OF THE TWENTY FOOT (20') WIDE SEWER EASEMENT SITUATED IN TRACT 3, PHASE II, BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1 AS DESCRIBED ON THE SECOND AMENDED FINAL SUBDIVISION PLAT RECORDED APRIL 9, 2013 IN PLAT BOOK 102 AT PAGE 69 OF THE PITKIN COUNTY RECORDS; SAID EASEMENT VACATION ALSO SITUATED WITHIN THE WEST HALF OF SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING A POINT ON THE COMMON BOUNDARY OF SAID TRACT AND THE RIGHT-OF-WAY FOR MINING STOCK PARKWAY OF SAID SUBDIVISION FROM WHENCE THE WEST QUARTER CORNER OF SAID SECTION 2 BEARS S66°16'16"W, A DISTANCE OF 1230.82 FEET; THENCE ALONG SAID SEWER EASEMENT N14°29'41"W, 17.36 FEET; THENCE CONTINUING ALONG SAID SEWER EASEMENT N48°46'52"W, A DISTANCE OF 26.80 FEET TO THE POINT OF TERMINUS, FROM WHENCE SAID QUARTER CORNER BEARS S64°19'51"W, A DISTANCE OF 1222.96 FEET. 02/26/2021 BURLINGAME RANCH AFFORDABLE HOUSING, FILING No.1 FINAL SUBDIVISION PLAT - SECOND AMENDMENT, TRACT 3 S60° 46' 10"W 1213.35' 19' UTILITY EASEMENT PLAT BOOK 102 PAGE 69 (REC. NO. 598456) 10' UTILITY EASEMENT PLAT BOOK 102 PAGE 69 (REC. NO. 598456) MIN I N G S T O C K P A R K W A Y (5 0 ' R O W ) PA E P C K E D R I V E (R O W W I D T H V A R I E S ) C O N D O M I N I U M 4 T H S U P P L E M E N T S52° 33' 45"W 1228.29' WEST 1 4 CORNER SECTION 2 WEST 1 4 CORNER SECTION 2 POINT OF BEGINNING POINT OF TERMINUS S9 ° 0 9 ' 4 9 " W 1 2 0 . 6 7 ' S84° 48' 25"E 71.16' S 4 8 ° 0 8 ' 3 3 " E 4 2 . 8 5 ' 10' UTILITY EASEMENT 14.00' 5.00' 13.06' 29.56' S1 6 ° 5 3 ' 4 1 " W 1 1 2 . 1 5 ' CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SCALE 1" = 50' BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, TRACT 3 LYING IN THE WEST 1 2 SECTION OF 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. EXHIBIT MAP OF: UTILITY EASEMENT SHEET 1 OF 2 19120.02 GRK 7/9/2020 2020-6-26 BG Ph3 Esmnts.dwg 02/26/2021 CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM SOPRIS ENGINEERING - LLC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. BURLINGAME RANCH AFFORDABLE HOUSING SUBDIVISION, TRACT 3 LYING IN THE WEST 1 2 SECTION OF 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. EXHIBIT MAP OF: UTILITY EASEMENT SHEET 2 OF 2 19120.02 GRK 7/9/2020 2020-6-26 BG Ph3 Esmnts.dwg UTILITY EASEMENT DESCRIPTION A TEN FOOT (10') WIDE UTILITY EASEMENT SITUATED IN TRACT 3, PHASE II, BURLINGAME RANCH AFFORDABLE HOUSING FILING NO. 1 PER THE SECOND AMENDED FINAL SUBDIVISION PLAT RECORDED APRIL 9, 2013 IN PLAT BOOK 102 AT PAGE 69 OF THE PITKIN COUNTY RECORDS; SAID EASEMENT ALSO SITUATED WITHIN THE WEST HALF OF SECTION 2, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING A POINT ON THE EASTERLY BOUNDARY OF A NINETEEN FOOT (19') WIDE UTILITY EASEMENT DESCRIBED ON THE PLAT RECORDED AS PLAT BOOK 102 AT PAGE 69 OF SAID COUNTY RECORDS FROM WHENCE THE WEST QUARTER CORNER OF SAID SECTION 2 BEARS S52°33'45"W, A DISTANCE OF 1228.29 FEET; THENCE LEAVING SAID EASTERLY BOUNDARY THE FOLLOWING THREE COURSES: 1.S84°48'25"E, 71.16 FEET; 2.S09°09'49"W, 120.67 FEET; 3.S48°08'33"E, 42.85 FEET TO A POINT A TEN FOOT (10') WIDE UTILITY EASEMENT PER SAID PLAT RECORDED AS PLAT BOOK 102 AT PAGE 69, THE POINT OF TERMINUS, FROM WHENCE SAID QUARTER CORNER BEARS S60°46'10"W, A DISTANCE OF 1213.35 FEET. 02/26/2021