HomeMy WebLinkAboutFile Documents.230 E Hopkins Ave.0046-2020-BCHO (18)5601
7909.248
CK TS MONARCH
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PARCEL A
6,000 S.F.±
TWO STORY WOOD
FRAME BUILDING
WITH BASEMENT
230/234 EAST HOPKINS AVENUE
117 SOUTH MONARCH STREET
P.K. NAIL IN ASPH.
TBM EL=7906.73'
P.K. NAIL IN
ASPH. 0.73'W.C.
7907.23'
PARCEL B
JONATHAN & KAREN JAFFE
220 E. HOPKINS AVE.
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P.K. NAIL IN BUILDING
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PER BK 314 PG 466
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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 THE
CERTIFICATION SHOWN HEREON.
ByNO.Date Project NO.RevisionDrawn By:
Checked By:
Date:
Computer File:
P.O. Box 1746
Rifle, CO 81650
Phone (970) 625-1954
Fax (970) 579-7150
www.peaksurveyinginc.com
S
NW
E
P e a k Su r v ey i ng, Inc.
Sinc e 2 0 0 7
18027
1 OF 2
360 HEXAGON, LLC.
CITY OF ASPEN, COLORADO
IMPROVEMENT & TOPO SURVEY
PARCEL A, 220/230 E. HOPKINS
AVE MNR SUB.-BDRY ADJ.
JRN
JRN
JUNE 08, 2018
027.DWG
1 06/26/18 UPDATE SURVEY JRN
IMPROVEMENT SURVEY STATEMENT
I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING, INC. FOR 360
HEXAGON, LLC.
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, MAY 22, 2018,
EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN,
THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING
PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT
CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER STATE THAT I HAVE
EXAMINED THE TITLE COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NO.
ABC64001442-12, DATED EFFECTIVE JUNE 26, 2017 AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT
PROPERTY ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF. ERROR IN CLOSURE FOR THIS
SURVEY IS LESS THAN 1:15,000.
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY
PARCEL A, 220 E. HOPKINS AVENUE & 230 E. HOPKINS AVE/117 S. MONARCH
STREET MINOR SUBDIVISION - BOUNDARY ADJUSTMENT,
ACCORDING TO THE PLAT RECORDED MARCH 31, 2016 IN
PLAT BOOK 114 AT PAGE 36 AS RECEPTION NO. 628211
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
PARCEL A, 220 E. HOPKINS AVENUE & 230 E. HOPKINS AVE/117 S. MONARCH STREET MINOR SUBDIVISION -
BOUNDARY ADJUSTMENT PLAT, RECORDED MARCH 31, 2016 IN PLAT BOOK 114 AT PAGE 36 AS RECEPTION NO.
628211, CITY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO.
NOTES:
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND
EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT
PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NO. ABC64001442-12, DATED EFFECTIVE JUNE 26, 2017.
2) THE DATE OF THIS SURVEY WAS MAY 22, 2018.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N75°09'11"W BETWEEN THE NORTHEASTERLY CORNER
OF PARCEL A, A P.K. NAIL FOUND IN PLACE AND THE NORTHEASTERLY CORNER OF LOT Q, BLOCK 74, A P.K. NAIL
FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE 220 E. HOPKINS AVENUE & 230 E. HOPKINS AVE/117 S. MONARCH STREET
MINOR SUBDIVISION - BOUNDARY ADJUSTMENT PLAT RECORDED MARCH 31, 2016 IN PLAT BOOK 114 AT PAGE 36
AS RECEPTION NO. 628211 AND THE SURVEYORS AFFIDAVIT JUNE 04, 2018 AS RECEPTION NO. 647852 IN THE
PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.
6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO RTVRN GPS
NETWORK (1988 ORTHO DATUM) YIELDING AN ON-SITE ELEVATION OF 7906.73' ON THE NORTHEASTERLY
CORNER OF PARCEL A AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
7) ACCORDING TO THE CITY OF ASPEN GIS WEBSITE THE SUBJECT PROPERTY IS ZONED MU AND BUILDING
SETBACK ARE AS SHOWN. BUILDING SETBACKS SHOULD BE VERIFIED WITH COMMUNITY DEVELOPMENT PRIOR
TO ANY PLANNING, DESIGN OR CONSTRUCTION.
8) THE DISTANCE ALONG THE SOUTHERLY BOUNDARY OF PARCEL A HAS BEEN ADJUSTED TO ALLOW THE
SUBJECT PROPERTY TO CLOSE. PSI HAS REVIEWED THESE DIFFERENCES WITH THE SURVEYOR WHO PREPARED
THE ABOVE MENTIONED PLAT AND IT WAS DETERMINED THAT A SCRIVENERS ERROR OCCURRED. THAT
SURVEYOR PREPARED AND RECORDED THE ABOVE LISTED AFFIDAVIT.
9) THIS PROPERTY IS SUBJECT TO HEIGHT RESTRICTIONS AND OTHER MATTERS AS DESCRIBED IN RESOLUTION
NO. 5, SERIES OF 2016 RECORDED AS RECEPTION NO. 631177.
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 2000'
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37935
06/26/18
08/06/2020