HomeMy WebLinkAboutFile Documents.210 W Main St.0056.2019 (54).ARBKXSA
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Concrete Retaining Wall-Top of Wall=Approx. Prop. Line
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THREE STORY APT.BLDG.
WOOD FRAME CONST.
ADDRESS: 210 WEST MAIN ST.
ONE STORY BLDG.
WOOD FRAME CONST.
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SUBJECT PROPERTY
LOTS P&Q-6000 SQ, FT.
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ASPEN MAIN OFFICE-CONDOMINIUMS
LOTS 0 & E½ LOT N
FND. REBAR W/CAP
L.S. No. 28643
(1.0' WITNESS COR.)
FND. REBAR W/CAP
L.S. No. 2547
(Believed that LS No. is 25947?)
FND. BRASS DISC
L.S. No. 28643
(2.0' WITNESS COR.)
SITE BENCHMARK-EL. = 7894.65'
FND. BRASS DISC
L.S. No. 28643
(1.75' WITNESS COR.)
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TYROLEAN LODGE, LLC
LOT R & LOT S
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Water Serv.
(Curb Stop)
FOUND CITY OF ASPEN MONUMENT
GARMISCH & HOPKINS
MARCIN CONTROL-2009
MARKED LS No. 37099
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FOUND CITY OF ASPEN MONUMENT
6TH & HOPKINS
MARCIN CONTROL-2009
MARKED LS No. 37099 FI
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15.1" Dia-30'Drip
6" Dia-12'Drip
10.8" Dia-20'Drip
12.2" Dia-24'Drip
8.8" Dia-16'Drip
6.2" Dia-12'Drip
6.8" Dia-13'Drip
Light Pole
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.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM 2/19/2019 - 18054-RJ - G:\2018\18054\SURVEY\Survey DWGs\18054-ISP-TOPO-2018-CITY BEARINGS.dwg
VICINITY MAP
APPROX SCALE: 1" = 300'
GENERAL UTILITY NOTES:
The locations of underground utilities have been plotted based on utility maps,
construction/design plans, other information provided by utility companies and actual field
locations in some instances. These utilities, as shown, may not represent actual field
conditions. It is the responsibility of the contractor to contact all utility companies for field
location of utilities prior to construction.
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
010 10 20
10
405
SOURCE DOCUMENTS:
·PLAT-CITY OF ASPEN TOWNSITE MAP AS SURVEYED BY G.E. BUCHANAN-1959-REC. No. 109023.
·PLAT-ASPEN MAIN OFFICE CONDOMINIUMS-REC. No. 510762.
·PLAT-CHRISTMAS INN-PUD-REC. No. 472760.
·DEED-SUBJECT PROPERTY LOTS P & Q-KING LOUISE, LLC-REC. No. 366621
·DEED-TYROLEAN INN-REC. No. 420056.
ALL OF THE PITKIN COUNTY, COLORADO RECORDS.
IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY
210 WEST MAIN STREET
A PARCEL OF LAND BEING LOTS P & Q, BLOCK 51, CITY OF ASPEN
BEING SITUATED IN THE SW¼ OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.
SHEET 1 OF 1
U.S. SURVEY FEET
SURVEYOR'S CERTIFICATE
I hereby state that this Improvement Survey Plat was prepared by Sopris Engineering, LLC (SE) for King Louise LLC, and the
Attorneys Title Insurance Agency of Aspen, LLC
I furthermore state that the improvements on the above described parcel on this date, April 13, 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 furthermore state that this property
is subject to reservations, restrictions, covenants and easements of record or in place.
I furthermore state, that the relative positional accuracy of this survey does not exceed 1:15,000.
____________________________________
Mark S. Beckler Colorado PLS No. 28643
LOTS P AND Q,
BLOCK 51,
CITY AND TOWNSITE OF ASPEN
COUNTY OF PITKIN
STATE OF COLORADO
PROPERTY DESCRIPTION
NOTES
1) Date of Survey: May 2007, January 2011, February 3, 2017, March-April, 2018.
2) Date of Preparation: February 8, 2017, April 19-24, 2018. Updated December, 2018 and January, 2019.
3) Basis of Bearing: A bearing of S 14°50'49" W between the found rebar cap L.S. 2547 (believe to be mis-marked and
should be LS 25947) monumenting the Northeast boundary corner of Lot Q, and the set brass disc marked L.S. 28643, being
a 2.00' witness corner monumenting the Southeast boundary corner of Lot Q, as shown .
4) Basis of Survey: Basis of Survey: The Plat of The City of Aspen, Pitkin
County Colorado by G.E. Buchanan dated December 15, 1959, various documents of record and the found monuments, as
shown.
5) This survey does not constitute a title search by Sopris Engineering, LLC (SE) to determine ownership or easements of
record. For all information regarding easements, rights of way and/or title of record, SE relied upon the above said plats
described in note 4. And the title commitment prepared by Attorneys Title Insurance Agency of Aspen, LLC., Effective date:
February 7, 2017 Commitment No. 16003520.
6) The utility locations as shown in the alleyway are based on a survey performed by Sopris Engineering, LLC for Aspen
Consolidate Sanitation District in October, 2015. The location of the sewer wye is approximate as it is not known the actual
point of installation after upgrades/replacement of the existing line. The invert elevation as shown on this plat is per Sopris
Engineering layout of the new pipe as designed by 68 West Engineering. The elevation is believed to be accurate but no
asbuilt was performed after the new pipe installation and only excavation would prove the actual location and elevation of
the sewer wye.
7) Basis of Elevations: Are based on GPS observations utilizing the Mesa County
RTVRN as related the 2009 City of Aspen Survey as created by Marcin Engineering
control datum being based on an elevation of 7911.98' (NAVD 88) on the Benchmark
Q-159 located at the Pitkin County Courthouse, yielding a site elevation of 7894.65' on
the brass disc being a 1.75' witness corner to the SW corner of the subject parcel, as
shown.
8) Address: 210 West Main Street.
9) Pitkin County Parcel No.--2735-124-40-009.
10) Slopes: Per the Aspen/Pitkin County GIS Slope Analysis mapping utilizing 2008
MetroArea data and dated June 1, 2009. the slopes on the subject parcel are in the
0%-10% range.
11) Hazard Analysis: Per the City of Aspen Surface Drainage Master Plan, dated Nov. 2001 there are no Geologic Hazards on
the property.
12) Zoning and Setbacks: According to the Aspen/Pitkin County GIS mapping the parcel is zoned MU-Mixed Use. The
Setbacks being:
Front Yard-10.0'
Side Yard-5.0'
Rear Yard-5.0'
13) Per the FEMA-Flood Insurance Rate Map (FIRM), Map No. 08097CO203C, effective
date June 4, 1987, this property/site is situated in Zone X-being an area determined to be
outside of the 500 year flood plain.
14) The deck shown on the southerly building has been drawn per the architect's plans.
GAS METER
ELECTRIC TRANSFORMER
ELECTRIC METER
TELEPHONE PEDESTAL
CATV PEDESTAL
EXISTING CONDITIONS LEGEND
EXISTING 8" SANITARY SEWER MAIN
EXISTING TELEPHONE
EXISTING UNDERGROUND ELECTRIC
XUT XUT
XEL XEL
XSA XSA
EXISTING GASXGASXGAS
EXISTING CABLE TV LINE
ELECTRIC PEDESTAL
XTV XTV
EXISTING EDGE OF ASPHALT
CLERK AND RECORDER'S CERTIFICATE FOR INFORMATIONAL LAND SURVEY PLATS
Deposited this _____ Day of _______________, 2018, at________M., in the Pitkin County Index for Informational Purposes Only
Land Survey Plats Under Reception Number ____________________.
Date:____________________________________
Filing Information: Section 12 (SW¼) Township 10 South, Range 85 West, the 6th P.M.
5.4'
SUBJECT PROPERTY
210 WEST MAIN STREET
WATER SERVICE-CURB STOP
WOODEN FENCE
DECIDUOUS TREE
CONIFEROUS TREE
LIGHT POLE
03/16/2019
07/26/2019