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Home My WebLink About828-9611"-20' 0 20 - 40 U.S. SURVEY FOOT ONE FOOT CONTOUR INTERVAL LINE Arc BEARING DISTANCE LI N 73°22'26'W CI 33.91' L2 S 67°13.16"E 30.00' 10.76- L3 S 68°02'37'E 97.18' 12.97' L4 N 70°51'34'W 20.40 L5 N 81°04'47'W COUNTY OF PITKIN, 9.90' L6 N 72°38'34'W 10.91' L7 N 62009'35'W SITUATED IN PITKIN COUNTY, COLORADO SHOWN HEREON ACKNOWLEDGE THE ALLOWANCES AND LIMITATIONS 13.74' L8 N 74.38.18•W 16.38' L9 S 78028'57'E MAN R J.P. JTCOLORAftwoo' 13.74' LIO S 87°34'33'W 14.87' LII N 83°02'36'W DAY OF, Nd A.D. 2016. 19.28' L12 S 58°17.34-E 29.44' CURVE Arc Delta Angle Chord Ch Bear in Radius Tan ent CI 61.50' 117027'23' 51.28' N 45058.19'W 30.00' 49.40' 1 C2 113.27' 106°09'54' 97.18' S 41°19.57'E 60.00' 82.83' NOT 1 CE : ACCORD I NCS TO COLORADO LAIN YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ON THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE CERTIFICATION IS VOID IF NOT WET STAKED WITH THE SEAL OF THE SURVEYOR. S I TE IMPROVEMENT SURVEY PLAT OF LOT 14-ECALLAMAN SUBDIVISION, PITKIN COUNTY, COLORADO LEGEND AND NOTES Q SURVEY MONUMENT AS DESCRIBED ❑ UTILITY BOX ® SURVEY CONTROL PURPOSE: GPS MON: 18 8013.41 X X- FENCE TO ESTABLISH TOP OF SLOPE LINE PURSUANT TO 40 MANHOLE COVER AND IN ACCORDANCE WITH CITY OF ASPEN PLANNING AND ZONING COMMISSION RESOLUTION NO. 6 (SERIES OF 2017) RECORDED AS RECEPTION NO. 636140. , WATER VALVE ® DRAIN CITY OF ASPEN GPS MONUMENT } STREET LIGHT oc ° Q STREET S 1 GN �ry / DECIDUOUS TREE ° CONIFER TREE ® - - - TOP OF SLOPE SETBACK LINE o� TITLE INFORMATION FURNISHED BY: ° ! BUILDING ENVELOPE Mme° STEWART TITLE - ASPEN $g �� 2 EFFECTIVE DATE 01330 -80296 -AMENDMENT NO. C5 X1 rL �,j,+ C�RCL� BASIS OF BEARINGS BETWEEN ILLEGIBLE YELLOW PLASTIC CAPS Gg� S �� `pE N 7 ! °36' 52'W 263.98*. AK CE �` '4 --�""" T �"''" ELEVATIONS BASED ON CITY GPS MONUMENT NO. 18, ELEVATION OF 8013.41 FEET. 1988 NAVD. _"00 •00' TRANSFORMERS/UTILITIESX58 7 '-.00.o<0 54 E ILLEGIBLE YELLOW CAP IN PAVEMENT TBM 7995.7' N M MAGNETIC READING PROPERTY DESCRIPTION OF S ONE COLUMNS PARCEL A: LOT 14E, CALLAHAN SUBDIVISION, ACCORDING TO THE PLAT RECORDED APRIL 21, 1989 IN PLAT BOOK 22 AT PAGE 38 AS RECEPTION NO. 310795 AND AMENDMENT TO SUBDIVISION AND PLANNED UNIT DEVELOPMENT AGREEMENT-CALLAHAN SUBDIVISION, RECORDED NOVEMBER I, 19% IN PLAT BOOK 40 AT PAGE 81 AS RECEPTiON.NO. 398667. PARCEL B: EASEMENT INTEREST DESCRIBED BY GRANT OF EASEMENT RECORDED DECEMBER 21, 2015 AS RECEPTION N0. 625755. CITY OF ASPEN, COUNTY OF PITKIN, '� STATE OF COLORADO. CONTAINING: 45,186.7 $0. FT. OR 1.037 ACRES OWNER'S ACKNOWLEDGEMENT: KNOW ALL PEOPLE BY.'THESE PRESENTS THAT THE OWNERS IN FEE SIMPLE OF ALL THAT PROPERTY SITUATED IN PITKIN COUNTY, COLORADO SHOWN HEREON ACKNOWLEDGE THE ALLOWANCES AND LIMITATIONS OF CITY OF ASPEN PLANNING AND ZONING COMMISSION RESOLUTION NO. 6 (SERIES OF 2017) AS RECORDED AT RECEP ON NO. 6361 EXECUTED THIS DAY OF A.D. 2017 BY. ILY LLC, A FLORIDA LIMITED LIABILITY COMPANY MAN R J.P. JTCOLORAftwoo' STA ) )SS COUNTY OF P1TK'IN ) THE FORE IN STATEMENT OF OWNERSHIP WAS ACKNOWLEDGE i DAY OF, Nd A.D. 2016. • \ GRANT OF EASEMENT AGREEMENT RECORDED AS RECEPTION NO. 625755 MY COMMISSION EXPIRES: • Y x - WITNESS MY HAND AND OFF 1, NOTAR SURVEYOR'S CERTIFICATE: I, JOHN M. HOWORTH, HEREBY CERTIFY THAT A SURVEY WAS PERFORMED UNDER MY DIRECTION AND ., SUPERVISION OF THE HEREON.DESCRIBED PROPERTY. THE LOCATION A14D DIMENSIONS OF THE BOUNDARY LINES BU I>LD ING ENVELOPES, UTILITIES, IMPROVEMENTS AND EASEMENT$ AS SAN ON THE TITLE COMMItMENT ARE NOTED HEREON SND ARE ACCURATELY SHOWN ON THIS PLAT AND THAT THE SURVEY WAS DONE 1N ACCORDANC WITH C kit 1973 TITLE 38, ARTICLE 51 AS AMENDED FROM TIME TO TIME. SURVEY CONTROL Pt N LEBS THAN 1/15,000. - .r S I GNED TH 1--'S,. _ ' DA, F'2017 i JOHN..M. HOWO S 2 947 COMMUN I`TYr D V_lt-*PO ' INT DIRECTOR'S APPROVAL : THIS SITE IMPROVEMENT SURVEY OF LOT 14E CALLAHAN SUBDIVISION HAS BEEN REVIEWED AND APPROVED FOR COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OFA PEN THIS DAY AR W I T ED LAND USE CODE BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR OF , 2017. TO THE EXTENT THAT ANYTHING IN THIS PLAT IS DEVELOPMENT ORDERS RELATING Sot INCONSISTENT OR IN CONFLICT WITH ANY CITY OF ASPEN 843W I TO THE TOP OF SLOPE OR ANY OTHER PROVISIONS OF APPLICABLE LAW INCLUDING BUT NOT LIMITED TO OTHER.APPLICABLE LAND USE REGULATIONS AND BUIL61NG CODES, SUCH OT ER DEVELOPMENT: RDERS OR APPLICABLE LAWS SHALL CONTROL. J SSICA GARROW, C9MMUNITY DEVELOPMENT DIRECTOR CITY ENGINE -ER' S APPROVAL: THIS PLAT WAS REVIEWED FORT DEPICTION OF THE NGINEERING DEPARTMENT 2017. SURVEY REQUIREMENTS THIS DAY OF • s TRICM ARAGON, CITYVENGINEER CLERK & RECORDER CERTIFICATE THIS PLAT OF THE 1419 CRYSTAL LAKE DRIVE STREAM MARGIN REVIEW WAS FILED FOR RECORDING IN THE OFFICE OF THE CLERK & RECORDER OF PITKIN COUNTY, COLORADO AT O'CLOCK, ON .THE DAY OF A.D. 2017, AND IS DULY RECORDED IN BOOK AT PAGE AS RECEPTION NO. CLERK & RECORDER PLANNING & ZONING COMMISSION CERTIFICATE: THIS PLAT OF THE 1419 CRYSTAL LAKE DRIVE STREAM MARGIN REVIEW PLAN WAS REVIEWED AND APPROVED BY -1 -THE -CI -TY OF ASPEN PLANNING AND ZONING COMMISSION THIS DAY OF 2 17 PURSUANT TO RESOLUTION NO. 6 (SERIES OF 2017) RECORDED AS RECEPTIO . 36140.`. ITY CLERK NOT 1 CE : ACCORD I NCS TO COLORADO LAIN YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ON THIS PLAT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE CERTIFICATION IS VOID IF NOT WET STAKED WITH THE SEAL OF THE SURVEYOR. S I TE IMPROVEMENT SURVEY PLAT OF LOT 14-ECALLAMAN SUBDIVISION, PITKIN COUNTY, COLORADO LEGEND AND NOTES Q SURVEY MONUMENT AS DESCRIBED ❑ UTILITY BOX ® SURVEY CONTROL PURPOSE: GPS MON: 18 8013.41 X X- FENCE TO ESTABLISH TOP OF SLOPE LINE PURSUANT TO 40 MANHOLE COVER AND IN ACCORDANCE WITH CITY OF ASPEN PLANNING AND ZONING COMMISSION RESOLUTION NO. 6 (SERIES OF 2017) RECORDED AS RECEPTION NO. 636140. , WATER VALVE ® DRAIN CITY OF ASPEN GPS MONUMENT } STREET LIGHT oc ° Q STREET S 1 GN �ry / DECIDUOUS TREE ° CONIFER TREE ® - - - TOP OF SLOPE SETBACK LINE o� TITLE INFORMATION FURNISHED BY: ° ! BUILDING ENVELOPE Mme° STEWART TITLE - ASPEN $g �� 2 EFFECTIVE DATE 01330 -80296 -AMENDMENT NO. C5 X1 rL �,j,+ C�RCL� BASIS OF BEARINGS BETWEEN ILLEGIBLE YELLOW PLASTIC CAPS Gg� S �� `pE N 7 ! °36' 52'W 263.98*. AK CE �` '4 --�""" T �"''" ELEVATIONS BASED ON CITY GPS MONUMENT NO. 18, ELEVATION OF 8013.41 FEET. 1988 NAVD. _"00 •00' TRANSFORMERS/UTILITIESX58 7 '-.00.o<0 54 E ILLEGIBLE YELLOW CAP IN PAVEMENT TBM 7995.7' N M MAGNETIC READING h .EAS NT AR , 12' ACCESS EASEMENT S PTI N0. 2575 - SEE BK 479 PG 661 Z CONCRETE DRIVE - - • 12' ACCESS EASEMENT SEE PLAT BK 22 PG 38 ti ASPHALT TRAIL t ST IRS 1 v o s 10' DITCH SETBACKS ' N ° SET MAGNAIL WITH ALUM I NUM DISC 25947 ' �., - 30.2' WIT. COR. �� 20' UTILITY EASEMENT SEE PLAT SK 5 PP 7,8 N 88°25'00'W 3.66 .3 43 :SLAB 40 •6000.1 '' ROOF8027.7* LIVING V I NG ABOVE PAT 10 . tA DPATIO LIVING - '3 SILL UA/L I T IBES • " 3. 8001.2 REBAR WITH ILLEGIBLE • YELLOW CAP (HORIZONTAL CONTROL) HOLT S E V ... . ° ------- Z,38-12 . ROCK - _..._ GPS MON. 19 RETAINING :. - • • - • • • � RxlcEBAR WITH RED CAP Pow ;,, PATIO 28643 1 . 1 ' WIT. COR . DOVE LIVING • � X POND PAT 10 R% PUTTING ••.� GREEN .• o U.4 R 1'v op, RAc R 1(;anom] ( .Ann i.9\rYrl\i GnsnR nrrl -- nail Q/gni 7 -- n9 :4� PNA -- Grala 1 9An nnnnnn xt�p" �\ DECK ENCROACHES /� C 0h 6 / FENCE ENCROACHES TOP OF SLOPE SETBACK TOP OF BANK AS PER RESOLUTION NO. 6 (SERIES OF 2017) RECORDED AS RECEPTION NO. 636140. SET REBAR WITH RED CAP 5.2' WIT. COR. 10' T SEE PLAT' PG 16 SHEET 1 OF 1 VICINITY MAP PREPARED BY ASPEN SURVEY ENGINEERS, INC. 210 SOUTH GALENA STREET ASPEN, COLORADO 81611 PHONE/FAX (970) 925-3816 WWW.ASPENSURVEYENGINEERS.COM DATE JOB 04/17 19050B REBAR WITH S ONE COLUMNS YELLOW CAP 864 PROPERTY ADDRESS: 1419 CRYSTAL LAKE ROAD • THIS PROPERTY LIES ENTIRELY OUTSIDE OF THE CITY OF ASPEN MUDFLOW ZONE AREA AS DEPICTED ON THE MAP OF ASPEN MOUNTAIN MUD FLOW ZONES, FIG. 7.1,0 �,/ • '� SURFACE DRAINAGE MASTER PLAN. - IMPROVEMENTS ON THIS PROPERTY ARE SITUATED IN ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN) AS SHOWN ON FLOOD INSURANCE RATE MAP . FOR COLORADO, COMMUNITY -PANEL NUMBER • PREPARED BY F.E,FEM.A., PITKIN COUNTY • 08097CO204 C, EFCTIVE DATE: JUNE 4, 1987 G • \ GRANT OF EASEMENT AGREEMENT RECORDED AS RECEPTION NO. 625755 • CONTAINS POOR LEGAL DESCRIPTION. REBAR WITH ALL DISTURBANCE BELOW THE 15' T.O.S. SETBACK WILL BE REVEGETATED L•LOW CAP 127 WITH NATIVE PLANT MATERIAL. • �' • - ANY EXCAVATION BELOW THE 15° T:O.S. SETBACK DUE TO PLANTING OR • REMOVAL OF EXISTING DEVELOPMENT SHALL BE PERFORMED BY HAND AR W I T ED P ° Sot 843W I 0 , h .EAS NT AR , 12' ACCESS EASEMENT S PTI N0. 2575 - SEE BK 479 PG 661 Z CONCRETE DRIVE - - • 12' ACCESS EASEMENT SEE PLAT BK 22 PG 38 ti ASPHALT TRAIL t ST IRS 1 v o s 10' DITCH SETBACKS ' N ° SET MAGNAIL WITH ALUM I NUM DISC 25947 ' �., - 30.2' WIT. COR. �� 20' UTILITY EASEMENT SEE PLAT SK 5 PP 7,8 N 88°25'00'W 3.66 .3 43 :SLAB 40 •6000.1 '' ROOF8027.7* LIVING V I NG ABOVE PAT 10 . tA DPATIO LIVING - '3 SILL UA/L I T IBES • " 3. 8001.2 REBAR WITH ILLEGIBLE • YELLOW CAP (HORIZONTAL CONTROL) HOLT S E V ... . ° ------- Z,38-12 . ROCK - _..._ GPS MON. 19 RETAINING :. - • • - • • • � RxlcEBAR WITH RED CAP Pow ;,, PATIO 28643 1 . 1 ' WIT. COR . DOVE LIVING • � X POND PAT 10 R% PUTTING ••.� GREEN .• o U.4 R 1'v op, RAc R 1(;anom] ( .Ann i.9\rYrl\i GnsnR nrrl -- nail Q/gni 7 -- n9 :4� PNA -- Grala 1 9An nnnnnn xt�p" �\ DECK ENCROACHES /� C 0h 6 / FENCE ENCROACHES TOP OF SLOPE SETBACK TOP OF BANK AS PER RESOLUTION NO. 6 (SERIES OF 2017) RECORDED AS RECEPTION NO. 636140. SET REBAR WITH RED CAP 5.2' WIT. COR. 10' T SEE PLAT' PG 16 SHEET 1 OF 1 VICINITY MAP PREPARED BY ASPEN SURVEY ENGINEERS, INC. 210 SOUTH GALENA STREET ASPEN, COLORADO 81611 PHONE/FAX (970) 925-3816 WWW.ASPENSURVEYENGINEERS.COM DATE JOB 04/17 19050B