HomeMy WebLinkAbout31217 limelight final amend plat May 30 th 2023 Binder2T
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19.91'29.91'29.91'
29.91'29.91'29.91'29.91'
119.62'
79.72'
FOUND 3.5" ALUMINUM CAP DREXEL BARRELL
GPS CONTROL AT THE APPROXIMATE
INTERSECTION OF DURANT AVENUE AND
GARMISCH STREET STAMPED PLS #28650 BEARS
N.83°58'59"E. 711.36'
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #16129
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #9184
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #28643
FOUND NAIL AND
CAP L.S. #2707
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #ILLEGIBLE
FOUND NAIL AND
CAP L.S. #2376
FOUND 1" DIAMETER
PIPE (CITY MONUMENT)
FOUND REFERENCE CORNER TO
SECTION 7/18 T10S R84W
SECTION 12/13 T102 R85W
FOUND 3.25" ALUM. CAP L.S. #28643
CORNER BEARS
S89°45'46"E 115.01'
(TIE) N35°04
'
0
3
"
W
515.57'
FOUND 3.5" ALUMINUM CAP DREXEL BARRELL
GPS CONTROL AT THE APPROXIMATE
INTERSECTION OF HOPKINS AVENUE AND
GARMISCH STREET
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #28643
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #28643
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #28643
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #28643
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #28643
SITE BENCHMARK
FOUND BRASS DISK IN
CONCRETE STEP
L.S. #28643
ELEVATION=7915.14'
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #28643
FOUND #5 REBAR
AND PLASTIC CAP
L.S. #28643
FOUND PK
NAIL AND
SHINER L.S.
#28643
20.20'
75.30'
74.80'
74.97'
73.70'
FOUND REFERENCE CORNER TO
SECTION 7/18 T10S R84W
SECTION 12/13 T102 R85W
FOUND 3.25" ALUM. CAP L.S. #28643
CORNER BEARS
N00°07'27"E 132.48'
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 7/11/2023 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Survey Plots\31217 Limelight Final Amend Plat May 2023.dwg
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.
AMENDED FINAL PLAT OF:
NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT
A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST
AND SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 1 OF 7
PURPOSE STATEMENT
CERTIFICATE OF OWNERSHIP, DEDICATIONS AND RESERVATIONS
KNOW ALL MEN BY THESE PRESENTS, THAT LIMELIGHT ASPEN LLC, IS THE RECORD TITLE OWNER OF THE SUBJECT PROPERTY THE NORTH PARCEL LIMELIGHT
SUBDIVISION/PLANNED UNIT DEVELOPMENT AS SHOWN ON THE PLAT RECORDED JULY 26, 2006 IN PLAT BOOK 80 AT PAGE 20 AS RECEPTION NO. 526850
PURSUANT TO AND IN ACCORDANCE WITH ORDINANCE NO. 5 SERIES OF 2021 RECORDED AS RECEPTION NO. 677185 IN THE PITKIN COUNTY REAL PROPERTY RECORDS,
SAID OWNER HAS BY THESE PRESENTS, LAID OUT, AND RE-PLATTED THE SAME INTO NORTH PARCEL, AS DEPICTED AND DESCRIBED HEREON UNDER THE NAME AND
STYLE OF AMENDED FINAL PLAT OF NORTH PARCEL, LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT.
COUNTY OF PITKIN
STATE OF COLORADO
EXECUTED THIS____ DAY OF ________________, 2023.
LIMELIGHT ASPEN LLC
BY:____________________________________________________________
AS:____________________________________________________________
STATE OF )
) SS.
COUNTY OF )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ______ DAY OF ____________, 2023
BY _____________________ AS ____________________ OF LIMEIGHT ASPEN LLC.
____________________________________
NOTARY PUBLIC
WITNESS MY HAND AND OFFICIAL SEAL
MY COMMISSION EXPIRES _________
SHEET INDEX
1)CERTIFICATES, NOTES, CONTROL AND
VICINITY MAPS
2)EXTERIOR BOUNDARY AND BUILDING
DIMENSIONS AND ENCROACHMENT DETAIL
3)PARKING/LOWER LEVEL PLANS
4)BUILDING, FIRST FLOOR PLANS
5)BUILDING, SECOND FLOOR PLANS
6)BUILDING, THIRD FLOOR PLANS
7)BUILDING, FOURTH FLOOR PLANS
8)BUILDING, ELEVATION VIEWS
9)BUILDING, SECTION VIEWS
1 inch = 50 ft.
( IN FEET )
GRAPHIC SCALE
050 25 50 100 200
SCALE: 1" = 2000'
VICINITY MAP
CONTROL MAP
SURVEY NOTES
1)DATE OF SURVEY: AUGUST 2008 - JUNE 2009
UPDATED: NOVEMBER 2021
2)DATE OF PREPARATION: JANUARY - MARCH 2022, COA COMMENTS MAY 2023
3)BASIS OF BEARING: A BEARING OF S 14°50'49" W BETWEEN THE SOUTHEAST CORNER OF MONARCH ON THE PARK AND THE NORTHEAST CORNER OF LIMELIGHT
LODGE, BOTH MONUMENTED BY #5 REBAR AND PLASTIC CAP STAMPED L.S. #28643, AS SHOWN HEREON.
4)BASIS OF SURVEY: THE OFFICIAL MAP OF THE CITY OF ASPEN, PREPARED BY G.E. BUCHANAN, DATED DECEMBER 15, 1959, GPS CONTROL MONUMENTATION MAP
PREPARED BY DREXEL BARRELL, DATED SEPTEMBER 23, 1999, THE IMPROVEMENT SURVEY OF SNOWFLAKE LODGE, RECORDED JANUARY 18, 1996 IN PLAT BOOK 49 AT
PAGE 65, THE ALLEY VACATION PLAT OF A PORTION OF THE BLOCK 76 ALLEY, THE SUBDIVISION PLAT OF LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT, THE
CONDOMINIUM MAP OF MONARCH ON THE PARK, THE FIRST SUPPLEMENTAL CONDOMINIUM MAP OF MONARCH ON THE PARK, VARIOUS DOCUMENTS OF RECORD;
AND THE FOUND MONUMENTS, AS SHOWN.
5)BASIS OF ELEVATION: THE 1998 CITY OF ASPEN DREXEL BARREL CONTROL DATUM, WHICH IS BASED ON AN ELEVATION OF 7720.88' (NAVD 1988) ON THE NGS STATION
"S-159". THIS ESTABLISHED THE LOCAL SITE BENCHMARK OF 7915.14 FEET ON THE BRASS DISK FOUND IN A CONCRETE STEP STAMPED L.S. #28643, MONUMENTING
THE NORTHEAST CORNER OF SUBJECT PROPERTY, AS SHOWN.
6)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, THE TITLE
COMMITMENT PREPARED BY FIRST NATIONAL TITLE RESIDENTIAL LLC, UNDER FILE NO. 09101595, EFFECTIVE DATE OF JANUARY 12, 2009, AND THE TITLE
COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY UNDER ORDER NO. Q62014058, EFFECTIVE DATE OF FEBRUARY 18, 2022.
7)SITE ADDRESS 355 S MONARCH ST, ASPEN COLORADO
8)PARCEL NUMBER 273707342048
LEGEND
FOUND ALUMINUM CAP, MARKED AS INDICATED
FOUND PROPERTY MONUMENT, MARKED AS
INDICATED
FOUND UNMARKED PROPERTY MONUMENT, AS
INDICATED
SITE
CITY ENGINEER REVIEW
This Amended Final Plat of NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT was reviewed for the depiction of the Engineering Department
Survey Requirements this ________________ day of ___________________ , 2023.
________________________________
City Engineer
ASPEN CITY COUNCIL APPROVAL
This Amended Final Plat of NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT was approved pursuant to Ordinance No. 5, Series of 2021,
recorded June 3, 2021 as Reception No. 677185 and the Notice of Approval recorded June 10, 2021 as Reception No. 677543 both in the Office of the Clerk and Recorder
of Pitkin County, Colorado. The dedications and easements to the City of Aspen as shown herein are hereby accepted.
Signed this ______ day of _____________, 2023.
By:______________________________________
Torre
As:Mayor of the City of Aspen
Attest:____________________________________
Nicole Henning
As:City Clerk
TITLE COMPANY CERTIFICATE
The undersigned, a duly-authorized representative of Land Title Guarantee Company, registered to do business in Pitkin County, Colorado, does hereby certify, pursuant
to Section 20-15 (j) of the Aspen Municipal Code, that the person(s) listed as owner(s) on this plat do hold fee simple title to the real property described herein, free and
clear of all liens and encumbrances except those listed on the title commitment issued by Land Title Guarantee Company, under Order No. Q62014058, effective date of
February 18, 2022. Although we believe the facts stated on this plat are true, this certificate is not to be construed as an abstract of title, nor an opinion of title, nor a
guaranty of title, and it is understood and agreed that Land Title Guarantee Company, neither assumes nor will be charged with any financial obligation or liability
whatever on any statement contained herein.
_____________________________date______________
address:_______________________________________
State of Colorado )
) ss
County of Pitkin )
The title certificate was acknowledged before me this __________ day of ____________________, 2023, by ______________________ as Commercial Title Officer of Land
Title Guarantee Company
Witness my hand and official
__________________________________________
Notary public
My commission expires: _______________________.
My address is: _______________________________.
COMMUNITY DEVELOPMENT DEPARTMENT
The Amended Final Plat of NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT was reviewed by the Community Development Director of the
City of Aspen this ______ day of ____________, 2023.
_______________________________
Director
SURVEYOR'S CERTIFICATE
I, Mark S. Beckler, a professional land surveyor licensed in the State of Colorado, hereby certify that in November 2021, a survey of the herein described property was
performed under my supervision and direction, in accordance with Colorado Revised Statutes 1973, Title 38, Article 51, as amended from time to time, and that this
NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT accurately and substantially depicts said survey. The control survey precision is greater than
1/15,000. Recorded easements, rights-of-way and restrictions are those set forth in the title commitment prepared by Land Title Guarantee Company, under Order No.
Q62014058, effective date of February 18, 2022.
______________________________________________
Mark S. Beckler, PLS #28643
CLERK AND RECORDER'S ACCEPTANCE
This Amended Final Plat of NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT is accepted for filing in the Office of the Clerk and Recorder of
Pitkin County, Colorado this ______ day of _______________, 2023 in Plat Book _____ at Page _____ , as Reception No. ________________.
_______________________________________
Pitkin County Clerk and Recorder
Pursuant to the Notice of Approval for an Insubstantial Planned Development Amendment, an Insubstantial Amendment to an approved Commercial Design, Mountain View
Plane review, and Growth Management Exemption , this amended plat documents all the Limelight Hotel approved floor plan changes and clarifies the current unit numbers.
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14.08'15.00'111.25'
36
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FOUND #5 REBAR ANDPLASTIC CAP L.S. #28643
SITE BENCHMARKFOUND BRASS DISK INCONCRETE STEPL.S. #28643ELEVATION=7915.14'
FOUND #5 REBAR ANDPLASTIC CAP L.S. #28643
FOUND #5 REBAR ANDPLASTIC CAP L.S. #28643
FOUND #5 REBAR ANDPLASTIC CAP L.S. #28643
FOUND PK NAIL ANDSHINER L.S. #28643
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29
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6.75'
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6.74'
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6.67'
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38
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18
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26.37'
7.26'
28.58'
21
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7
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5.84'
55.19'0.40'
5.39'3.33'
1.66'
2.93'2.91'
RETAINING WALL
3.00'
2.22'
3.42'
3.43'
3.43'
3.43'
3.44'3.46'
3.44'
5.42'
5.43'5.42'
5.41'
5.41'5.33'
0.33'
2.96'
2.14'
0.33'
1.29'3.43'1.73'
1.66'3.47'2.42'
2.43'
3.46'1.40'0.63'1.03'
1.04'
0.98'
1.00'
0.96'
1.00'
1.00'
1.00'
2.29'1.35'3.57'
1.71'
1.75'3.27'1.39'
1.30'3.24'1.73'
1.73'3.44'1.72'
1.72'3.44'1.72'
1.65'3.44'
1.25'2.83'
2.55'1.39'3.58'
3.45'
3.45'1.92'1.73'3.42'
1.70'
0.32'1.33'
32.92'
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10.59'
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8.32'
10
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1.12'4.32'
36
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36
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10.90'
TE
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E
N30°11'21"W 8.63'
BUILDING TIENE PROPERTY CORNER BEARSN33°32'26"W 3.27'
BUILDING TIESE PROPERTY CORNER BEARSS89°51'39"E 8.57'
BUILDING EXTERIOR GROUND LEVEL
BUILDING EXTERIOR GROUNDLEVEL
VENT
47.68'3.92'3.92'
4.88'2.63'
BUILDING EXTERIOR GROUND LEVEL
1.20'
3.38'
3.38'
7.47'
5.50'
1.50'2.00'
1.67'
2.00'
2.00'
2.00'
1.17'
3.17'2.81'
11.46'
BUILDINGENCROACHMENTAREA NO. 5ROOF OVERHANGREC. #526848
BUILDINGENCROACHMENTAREA NO. 2EXTERIORSTAIRCASEREC. #526848
BUILDINGENCROACHMENTAREA NO. 4ROOF OVERHANGAND TRELLISREC. #526848
BUILDINGENCROACHMENTAREA NO. 3ROOF OVERHANGAND TRELLISREC. #526848
BUILDINGENCROACHMENTAREA NO. 1CANOPY AND ROOFOVERHANGREC. #526848
BUILDINGENCROACHMENTAREA NO. 1CANOPY AND ROOFOVERHANGREC. #526848 74.97'MONARCH STREETROW
74.80'HYMAN AVENUEROW
73.70'COOPER STREETROW
20.20'ALLEY
SNOWMELTENCROACHMENTAREAREC. #560705
SNOWMELTENCROACHMENTAREAREC. #560705
SNOWMELTENCROACHMENTAREAREC. #560705
SNOWMELTENCROACHMENTAREAREC. #560705
GENERAL NOTES:
PLAN VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH
AS-BUILT DIMENSIONS AND ELEVATION INFORMATION
INTERIOR DIMENSIONS ARE FROM THE UNFINISHED INTERIOR SURFACE OF ALL
PERIMETER WALLS THAT ABUT THE BUILDING'S EXTERIOR WALLS AND THE UNFINISHED
INTERIOR SURFACE OF THE DEMISING WALLS, AND FROM THE UNFINISHED CEILINGS OF
THE TOP FLOOR OF THE BUILDING TO THE CONCRETE FLOOR OF THE UNDERGROUND
PARKING STRUCTURE WITHIN THE BUILDING.
NORTH - SOUTH EXTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST EXTERIOR WALL BEARINGS N75°11'22"W (TYP)
NORTH - SOUTH INTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST INTERIOR WALL BEARINGS N75°11'22"W (TYP)
BUILDING TABLE
LSE - LOWEST STRUCTURAL ELEMENT
CE - CEILING ELEVATION
FF - FINISHED FLOOR ELEVATION
PROPERTY CORNER MONUMENTATION, MARKED AS INDICATED ON SHEET 1 AND 2
INTERIOR COLUMNS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF
ANY, THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED
FROM THE UNIT SQUARE FOOT CALCULATIONS.
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 7/11/2023 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Survey Plots\31217 Limelight Final Amend Plat May 2023.dwg
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.
AMENDED FINAL PLAT OF:
NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT
A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST
AND SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 2 OF 7
EXTERIOR BOUNDARY AND BUILDING DIMENSIONS AND ENCROACHMENT DETAILS
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
0
___________________________________________
MARK S. BECKLER, P.L.S. #28643
DATED __________________, 2021.
S7
5
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9
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1
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E
1
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9
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N14°50'49"E 120.20'
S7
5
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0
9
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1
1
"
E
3
9
.
9
1
'
BUILDING ENCROACHMENT
AREA NO. 5
ROOF OVERHANG
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 2
EXTERIOR STAIRCASE
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 4
ROOF OVERHANG AND
TRELLIS
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 3
ROOF OVERHANG AND
TRELLIS
REC. #526848
BU
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5
2
6
8
4
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BUILDING ENCROACHMENT
AREA NO. 1
CANOPY AND ROOF OVERHANG
REC. #526848
N7
5
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9
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1
1
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W
1
4
9
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5
3
'
N14°50'49"E 220.20'
N14°50'49"E 100.00'
MECHANICAL
SHOP MECHANICAL
FILL BENEATH POOL AND SPA
HOUSE-
KEEPING
LAUNDRY
ELEC
TEL
MECHANICAL
MECHANICAL
MECHANICAL
ELEVATORS
ELEVATOR
LOBBY
ST
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A
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E
MECH
STORAGE
MECH
STAIRS
STAIRS
ELEV
ST
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A
G
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MECH
RAMP
CO
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HY
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RO
W
MONARCH STREET
ROW
PARKING
SPACE
(TYP.)
GARAGE DRIVE/LANE
LOWEST LEVEL ELEVATION @ LOWEST GRADE (FLOOR DRAIN) = 7901.92'
DOWN
TOC = 7911.46'
TOC = 7910.68'
TOC = 7905.77'
TOC = 7903.27'
X DRAIN = 7902.96'
FF=7901.92'
HEIGHT TO LSE=7910.27'
TIE TO NORTHEAST PROPERTY CORNERBEARS N 82°51'37" E, 9.30'
17.00'
10
.
8
3
'
38.33'3.
8
3
'
64.25'
19
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0
1
'
7.25'
10
.
5
0
'
7.25'
13
.
6
6
'
93.42'
17
6
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7
1
'
7.
2
4
'
207.88'
13
1
.
6
7
'
INTERIOR UNIT BOUNDARY (TYP.)
PROPERTY BOUNDARY (TYP.)
INTERIOR UNIT BOUNDARY (TYP.)
GENERAL NOTES:
PLAN VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH
AS-BUILT DIMENSIONS AND ELEVATION INFORMATION
INTERIOR DIMENSIONS ARE FROM THE UNFINISHED INTERIOR SURFACE OF ALL
PERIMETER WALLS THAT ABUT THE BUILDING'S EXTERIOR WALLS AND THE UNFINISHED
INTERIOR SURFACE OF THE DEMISING WALLS, AND FROM THE UNFINISHED CEILINGS OF
THE TOP FLOOR OF THE BUILDING TO THE CONCRETE FLOOR OF THE UNDERGROUND
PARKING STRUCTURE WITHIN THE BUILDING.
NORTH - SOUTH EXTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST EXTERIOR WALL BEARINGS N75°11'22"W (TYP)
NORTH - SOUTH INTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST INTERIOR WALL BEARINGS N75°11'22"W (TYP)
BUILDING TABLE
LSE - LOWEST STRUCTURAL ELEMENT
CE - CEILING ELEVATION
FF - FINISHED FLOOR ELEVATION
PROPERTY CORNER MONUMENTATION, MARKED AS INDICATED ON SHEET 1 AND 2
INTERIOR COLUMNS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF
ANY, THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED
FROM THE UNIT SQUARE FOOT CALCULATIONS.
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 7/11/2023 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Survey Plots\31217 Limelight Final Amend Plat May 2023.dwg
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.
AMENDED FINAL PLAT OF:
NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT
A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST
AND SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 3 OF 7
PARKING/LOWER LEVEL PLANS
PLAN VIEW PARKING/LOWER LEVEL
HORIZONTAL SCALE: 1' = 10'
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
0
___________________________________________
MARK S. BECKLER, P.L.S. #28643
DATED __________________, 2021.
3'-6"
3'
-
6
"
1'-9"
S7
5
°
0
9
'
1
1
"
E
1
8
9
.
4
4
'
N14°50'49"E 120.20'
S7
5
°
0
9
'
1
1
"
E
3
9
.
9
1
'
BUILDING ENCROACHMENT
AREA NO. 5
ROOF OVERHANG
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 2
EXTERIOR STAIRCASE
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 4
ROOF OVERHANG AND
TRELLIS
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 3
ROOF OVERHANG AND
TRELLIS
REC. #526848
BU
I
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D
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N
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E
N
C
R
O
A
C
H
M
E
N
T
A
R
E
A
N
O
.
1
CA
N
O
P
Y
A
N
D
R
O
O
F
O
V
E
R
H
A
N
G
RE
C
.
#
5
2
6
8
4
8
BUILDING ENCROACHMENT
AREA NO. 1
CANOPY AND ROOF OVERHANG
REC. #526848
N7
5
°
0
9
'
1
1
"
W
1
4
9
.
5
3
'
N14°50'49"E 220.20'
N14°50'49"E 100.00'
ELEVATORS
ELEV
STAIRS
STAIRS
LOUNGE
CONFERENCE
ROOM
LOBBY
KITCHEN
STORAGE
ST
O
R
A
G
E
COURTYARD
GCE
RECEPTION/OFFICE
LAUNDRY
BATH
BATH
HOUSE-
KEEPING
HALLWAY
HA
L
L
W
A
Y
ROOM
#106
BATH
BATH
ROOM
#108
ROOM
#110
ROOM
#112
ROOM
#114
ROOM
#105
ROOM
#107
ROOM
#109
ROOM
#111
ROOM
#113
ROOM
#115
ROOM
#117
ROOM
#119
ENTRY
ROOM
#121
ROOM
#123
ROOM
#125
ROOM
#127
ROOM
#129
ROOM
#131
FF=7915.90'
FF=7915.90'
ROOM
#116
ROOM
#118
TRASH
RAMP
(SEE PARKING/LOWER LEVEL FOR DETAIL)
MECH
CO
O
P
E
R
S
T
R
E
E
T
RO
W
HY
M
A
N
A
V
E
N
U
E
RO
W
MONARCH STREET
ROW
36
.
5
2
'
10.90'
36
.
5
2
'
10.90'
TE
R
R
A
C
E
UNIT TIE TO NORTHEAST
PROPERTY CORNER
BEARS N 52°39'01" E, 200.86'
TIE TO NORTHEAST PROPERTY CORNER
BEARS N 81°08'23" E, 8.66'
GARAGE DOOR
PART OF UNIT A
CE=7927.70'
CE=7923.86'
CE=7924.66'
CE=7923.86'
CE=7935.16'
CEILING HEIGHT
BOUNDARY (TYP.)
CE=7933.80'
1.66'
6.
0
1
'
2.28'
12.86'
1.
0
3
'
2.36'12.46'
1.
0
6
'
1.22'14.83'
0.
9
7
'
2.45'
36
.
1
9
'
8.07'
77.67'
41
.
8
3
'
1.
0
3
'
1.
0
6
'
46.93'
20
.
0
0
'
12
.
7
5
'
9.56'
3.
4
2
'
6.73'
12
.
8
7
'
3.
4
3
'
6.73'
11
.
6
5
'
3.
4
3
'
6.74'
11
.
6
5
'
3.
4
3
'
6.67'
12
.
4
2
'
9.45'
75
.
0
5
'
6.77'
6.76'
6.74'
6.75'
1.
8
0
'
CE=7933.32'
0.99'
1.22'
CE=7924.89'CE=7923.86'
CE=7924.80'
(TYP.)
CE=7925.20'
(TYP.)
CE=7924.92'
CE=7923.85'
CE=7924.88'
CE=7923.86'
1.06'
1.70'
1.06'
47
.
5
3
'
CE=7924.86'
CE=7923.86'
CE=7924.88'
CE=7923.88'
CE=7924.88'
CE=7923.88'
1.72'
1.73'
1.05'
29
.
2
4
'
CE=7923.80'
CE=7923.86'
CE=7924.87'
CE=7923.86'
29
.
4
5
'
1.06'
1.46'
1.06'
1.89'
1.83'
1.89'
CE=7924.84'CE=7925.27'
CE=7923.89'
CE=7924.89'
28.33'14.94'
13
.
4
8
'
7.
4
6
'
1.34'1.34'
1.80'
CE=7923.87'
CE=7924.89'CE=7924.88'
CE=7923.86'
1.30'1.30'
1.68'
27.54'
1.33'
1.80'
27.68'
CE=7924.56'
CE=7923.85'
1.06'0.05'
CE=7924.86'
CE=7923.88'
CE=7924.83'
CE=7925.26'
14.87'
5.
1
8
'
15.37'
CE=7933.80'
1.30'1.30'2.78'
3.69'4.23'
0.52'
1.30'
0.52'
0.52'
0.52'
0.52'
48
.
4
7
'
10
.
1
7
'
0.52'
1.03'
0.52'
16.33'
CE=7924.78'
CE=7924.38'
CE=7924.12'
CE=7924.12'
CE=7924.78'
CE=7924.78'
23.51'
2.12'2.94'2.
4
9
'
5.14'
2.
4
9
'
4.
1
0
'
2.
9
0
'
2.
9
0
'
6.48'
2.
9
2
'
3.37'
2.
1
4
'
9.48'
22.16'
0.71'
1.64'
1.02'1.30'
1.38'
1.00'
1.29'6.00'16.00'
1.
6
3
'
1.92'
9.
7
9
'
0.58'
1.08'
0.58'
6.
4
4
'
16.16'
0.47'
1.02'0.47'
8.58'
0.42'
1.19'0.42'
7.97'
24.17'
16
.
8
7
'
CE=7924.84'
CE=7927.63'
CE=7924.73'
CE=7923.83'
CE=7924.85'
81.84'
12
.
2
1
'
0.73'
0.73'
1.
7
7
'
0.71'
0.71'
1.
7
9
'
CE=7923.90'
CE=7924.90'
CE=7924.90'
CE=7924.90'
CE=7924.90'
CE=7924.94'
CE=7923.90'
CE=7923.90'
CE=7923.90'
CE=7923.90'
CE=7924.43'
CE=7924.46'
CE=7924.44'
CE=7924.45'
CE=7924.50'
1.07'
1.07'
1.
4
5
'
1.07'1.46'
13
.
6
5
'
30
.
9
4
'
14
.
0
4
'
30
.
8
8
'
0.96'12.09'
6.
4
0
'
0.90'
0.50'
0.48'0.48'0.48'
0.77'
1.32'
0.67'
CE=7924.89'
CE=7923.86'
1.
8
4
'
1.60'
1.30'
1.65'
3.
8
0
'
1.65'
0.73'
1.44'
0.73'
0.74'
CE=7934.77'
CE=7934.77'
MECH
FF=7915.72'
CE=7924.32'23.07'
6.
5
0
'
23.07'
INTERIOR UNIT BOUNDARY (TYP.)
PROPERTY BOUNDARY (TYP.)
INTERIOR UNIT BOUNDARY (TYP.)
INTERIOR UNIT BOUNDARY (TYP.)
INTERIOR UNIT BOUNDARY (TYP.)
x
x
x
x
x
FENCE
GATE
GATE
GATE
10.19'
OPENING
7.95'
OPENING
TE
R
R
A
C
E
ADA UNIT
GENERAL NOTES:
PLAN VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH
AS-BUILT DIMENSIONS AND ELEVATION INFORMATION
INTERIOR DIMENSIONS ARE FROM THE UNFINISHED INTERIOR SURFACE OF ALL
PERIMETER WALLS THAT ABUT THE BUILDING'S EXTERIOR WALLS AND THE UNFINISHED
INTERIOR SURFACE OF THE DEMISING WALLS, AND FROM THE UNFINISHED CEILINGS OF
THE TOP FLOOR OF THE BUILDING TO THE CONCRETE FLOOR OF THE UNDERGROUND
PARKING STRUCTURE WITHIN THE BUILDING.
NORTH - SOUTH EXTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST EXTERIOR WALL BEARINGS N75°11'22"W (TYP)
NORTH - SOUTH INTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST INTERIOR WALL BEARINGS N75°11'22"W (TYP)
BUILDING TABLE
LSE - LOWEST STRUCTURAL ELEMENT
CE - CEILING ELEVATION
FF - FINISHED FLOOR ELEVATION
PROPERTY CORNER MONUMENTATION, MARKED AS INDICATED ON SHEET 1 AND 2
INTERIOR COLUMNS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF
ANY, THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED
FROM THE UNIT SQUARE FOOT CALCULATIONS.
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 7/11/2023 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Survey Plots\31217 Limelight Final Amend Plat May 2023.dwg
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.
AMENDED FINAL PLAT OF:
NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT
A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST
AND SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 4 OF 7
BUILDING, FIRST FLOOR PLANS
BUILDING, FIRST FLOOR PLANS
HORIZONTAL SCALE: 1' = 10'
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
0
___________________________________________
MARK S. BECKLER, P.L.S. #28643
DATED __________________, 2021.
FD
10.72'6.15'
12
.
5
6
'
S7
5
°
0
9
'
1
1
"
E
1
8
9
.
4
4
'
N14°50'49"E 120.20'
S7
5
°
0
9
'
1
1
"
E
3
9
.
9
1
'
BUILDING ENCROACHMENT
AREA NO. 5
ROOF OVERHANG
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 2
EXTERIOR STAIRCASE
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 4
ROOF OVERHANG AND
TRELLIS
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 3
ROOF OVERHANG AND
TRELLIS
REC. #526848
BU
I
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E
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O
A
C
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E
N
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A
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A
N
O
.
1
CA
N
O
P
Y
A
N
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F
O
V
E
R
H
A
N
G
RE
C
.
#
5
2
6
8
4
8
BUILDING ENCROACHMENT
AREA NO. 1
CANOPY AND ROOF OVERHANG
REC. #526848
N7
5
°
0
9
'
1
1
"
W
1
4
9
.
5
3
'
N14°50'49"E 220.20'
N14°50'49"E 100.00'
ELEVATORS
ELEV
STAIRS
STAIRS
HALLWAY
HA
L
L
W
A
Y
FF=7927.22'
HALLWAY
ROOM
#206
ROOM
#208
ROOM
#210
ROOM
#212
ROOM
#202
ROOM
#204
ROOM
#201
ROOM
#203
ROOM
#205
ROOM
#207
ROOM
#209
ROOM
#211
ROOM
#213
ROOM
#215
ROOM
#219
ROOM
#221
ROOM
#223
ROOM
#225
ROOM
#227
ROOM
#229
ROOM
#231
ROOM
#233ROOM
#235
ROOM
#242
ROOM
#240
ROOM
#238
ROOM
#236
ROOM
#234
ROOM
#232 ROOM
#230
ROOM
#228
ROOM
#226
ROOM
#224
ROOM
#214
ROOM
#239
ROOM
#237
ROOM
#241
OPEN TO
LOUNGE BELOW
HOUSE-
KEEPING
MECH
DECK
CO
O
P
E
R
S
T
R
E
E
T
RO
W
HY
M
A
N
A
V
E
N
U
E
RO
W
MONARCH STREET
ROW
ROOM
#217
6.70' X 1.00'6.70' X 1.00'
20.51'
8.
0
0
'
8.
0
0
'
20.51'
BALCONYBALCONY
TIE TO NORTHEAST PROPERTY CORNER
BEARS N 86°23'23" E, 9.42'
0.
5
6
'
13
.
7
0
'
29
.
4
9
'
7.32'
12
.
9
7
'
5.
8
4
24
.
3
5
'
14.66'1.
7
4
'
10.92'
23.89'
13
.
0
2
'
14.05'
12
.
9
0
'
2.30'
11
.
4
3
'
1.
0
0
'
0.
5
6
'
44.82'
13.43'
28.56'
44.24'
14.95'
12
.
7
0
'
S 30
°
1
1
'
2
2
"
E
6.
5
8
'
1.
5
9
'
0.74'
0.74'
0.75'
0.63'1.27'1.95'
2.75'1.90'
10.90'
3.96'
0.50'
CE=7936.06'
CE=7935.20'
CE
=
7
9
3
5
.
5
8
'
CE=7935.39'
CE=7935.76'CE
=
7
9
3
5
.
2
6
'
CE=7935.20'
13
.
6
8
'
3.33'
16
.
3
5
'
1.27'
1.48'
1.27'
1.43'
1.70'
1.43'
0.75'
1.31'
14
.
9
7
'
7.99'
1.12'
1.60'
1.57'
1.09'
6.
4
2
'
0.58'
0.84'
2.00'
1.35'
13.14'12.90'
0.84'
1.23'
1.39'1.24'
1.02'
29
.
1
4
'
1.27'
0.77'13.58'
1.34'
0.94'0.94'
2.00'
1.10'1.10'0.80'
1.32'
12.08'
3.
3
7
'
0.70'
0.54'
15.42'
1.26'
1.02'
0.69'
3.31'
0.93'
29.24'
15
.
7
8
'
2.
4
0
'
4.16'
0.48'
1.23'
0.74'
1.17'
0.48'
0.63'
16.87'
0.88'
1.45'
0.88'
15.14'
0.85'
1.84'
2.
6
8
'
1.
6
7
'
14.26'
0.79'
1.60'
8.90'
0.79'
0.53'
0.62'0.53'
0.50'
0.90'
0.50'
5.73'11.86'
0.44'
0.81'
0.44'
0.84'
7.
3
3
'
0.93'
1.92'
0.93'
1.32'
0.93'
13
.
3
6
'
1.02'
1.85'
0.25'
0.58'
2.43'
14
.
2
9
'
0.75'
1.60'
2.42'
14
.
4
7
'
0.87'
1.62'
0.87'
14
.
0
8
'
0.97'
1.87'
0.97'
14
.
1
0
'
0.83'
1.44'
0.83'
13
.
4
4
'
1.72'
1.82'
0.85'
15
.
3
8
'
0.51'
0.80'
0.81'
1.19'
9.
3
3
'
0.81'
CE=7935.18'
CE=7934.92'
CE=7936.02'
CE=7936.06'
CE=7935.02'
CE=7935.16'CE=7935.18'
CE=7935.56'
CE=7935.12'CE
=
7
9
3
5
.
1
4
'
CE=7935.14'
CE=7936.04'
CE=7935.18'
CE=7935.15'
CE=7935.18'
CE=7935.10'
CE=7935.44'
CE=7935.09'
CE=7934.64'
CE=7935.06'
CE=7935.17'
CE=7936.15'
CE=7935.16'
CE=7935.66'
CE=7935.15'
CE=7936.01'
CE=7935.20'
CE=7933.87'
CE=7935.21'
CE=7936.08'
CE=7936.08'
CE=7935.15'
CE=7935.49'
CE=7935.45'
CE=7935.17'
CE=7935.21'
CE=7936.08'
CE=7935.17'
CE=7935.17'
CE=7935.98'
CE=7935.16'
CE=7936.03'CE=7935.38'
CE
=
7
9
3
5
.
1
9
'
CE=7935.62'
CE=7935.13'CE=7935.05'
CE=7935.37'
CE=7935.02'
CE
=
7
9
3
5
.
6
2
'
CE=7936.07'
CE=7935.10'
CE=7935.12'
CE=7935.16'
CE=7936.07'
CE=7935.99'
CE=7935.34'
CE=7935.11'
CE=7935.81'
CE=7935.11'
CE=7935.10'
CE=7935.78'
CE=7935.17'
CE=7934.45'
CE=7935.14'
CE=7936.04'
CE=7935.12'
CE=7935.10'
CE=7935.14'
CE=7936.08'
CE=7935.12'
CE=7935.14'
CE=7935.42'
CE=7936.12'
CE=7935.06'
CE=7935.10'
CE=7936.06'
CE=7935.14'
CE=7934.43'
CE=7935.17'
CE=7935.28'
CE=7935.12'
CE=7935.96'
CE=7935.13'
CE=7935.15'
CE=7935.13'
CE=7935.76'
CE=7935.37'
CE=7935.68'
CE=7935.10'
CE=7935.52'
CE=7935.14'
CE=7935.12'
CE=7936.06'
CE=7935.09'
CE=7935.14'
CE=7935.78'
CE=7935.17'
CE=7935.14'
CE=7935.16'
CE=7935.49'
CE=7935.15'
CE=7934.56'
CE=7935.10'CE=7934.95'
CE=7935.12'
CE=7935.15'
CE=7934.55'
CE=7934.50'
CE=7935.12'
CE=7935.08'
CE=7935.20'
CE=7935.18'
CE=7935.72'
CE=7934.93'
CE=7934.98'
CE=7934.97'
CE=7935.00'
CE=7934.40'
CE=7934.77'
CE=7935.22'
CE=7935.22'
CE=7934.42'
9.77'
3.70'1.
3
5
'
1.
3
5
'
14
.
0
4
'
0.80'
0.80'
3.
6
5
'
6.
2
1
'
14
.
4
5
'
0.20'
0.52'
0.20'
0.20'
1.
2
8
'
18
.
7
5
'
CE=7935.14'
CE=7935.90'
CE=7935.11'
CE=7935.93'
CE=7935.12'
1.
1
7
'
0.63'
0.63'
0.63'
0.92'
CE=7935.20'
CE=7936.02'
CE=7936.02'
CE=7935.20'
CE=7934.92'
CE=7936.02'
1.45'
1.45'
3.98'
4.04'
1.
5
0
'
BALCONY
6.70' X 1.00'
BALCONY
6.70' X 1.00'
BALCONY
6.70' X 1.00'
BALCONY
6.70' X 1.00'
INTERIOR UNIT BOUNDARY (TYP.)
PROPERTY BOUNDARY (TYP.)
ADA UNIT
ADA UNIT
ADA UNIT
GENERAL NOTES:
PLAN VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH
AS-BUILT DIMENSIONS AND ELEVATION INFORMATION
INTERIOR DIMENSIONS ARE FROM THE UNFINISHED INTERIOR SURFACE OF ALL
PERIMETER WALLS THAT ABUT THE BUILDING'S EXTERIOR WALLS AND THE UNFINISHED
INTERIOR SURFACE OF THE DEMISING WALLS, AND FROM THE UNFINISHED CEILINGS OF
THE TOP FLOOR OF THE BUILDING TO THE CONCRETE FLOOR OF THE UNDERGROUND
PARKING STRUCTURE WITHIN THE BUILDING.
NORTH - SOUTH EXTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST EXTERIOR WALL BEARINGS N75°11'22"W (TYP)
NORTH - SOUTH INTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST INTERIOR WALL BEARINGS N75°11'22"W (TYP)
BUILDING TABLE
LSE - LOWEST STRUCTURAL ELEMENT
CE - CEILING ELEVATION
FF - FINISHED FLOOR ELEVATION
PROPERTY CORNER MONUMENTATION, MARKED AS INDICATED ON SHEET 1 AND 2
INTERIOR COLUMNS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF
ANY, THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED
FROM THE UNIT SQUARE FOOT CALCULATIONS.
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 7/11/2023 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Survey Plots\31217 Limelight Final Amend Plat May 2023.dwg
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.
AMENDED FINAL PLAT OF:
NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT
A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST
AND SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 5 OF 7
BUILDING, SECOND FLOOR PLANS
BUILDING, SECOND FLOOR PLANS
HORIZONTAL SCALE: 1' = 10'
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
0
___________________________________________
MARK S. BECKLER, P.L.S. #28643
DATED __________________, 2021.
S7
5
°
0
9
'
1
1
"
E
1
8
9
.
4
4
'
N14°50'49"E 120.20'
S7
5
°
0
9
'
1
1
"
E
3
9
.
9
1
'
BUILDING ENCROACHMENT
AREA NO. 5
ROOF OVERHANG
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 2
EXTERIOR STAIRCASE
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 4
ROOF OVERHANG AND
TRELLIS
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 3
ROOF OVERHANG AND
TRELLIS
REC. #526848
BU
I
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D
I
N
G
E
N
C
R
O
A
C
H
M
E
N
T
A
R
E
A
N
O
.
1
CA
N
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P
Y
A
N
D
R
O
O
F
O
V
E
R
H
A
N
G
RE
C
.
#
5
2
6
8
4
8
BUILDING ENCROACHMENT
AREA NO. 1
CANOPY AND ROOF OVERHANG
REC. #526848
N7
5
°
0
9
'
1
1
"
W
1
4
9
.
5
3
'
N14°50'49"E 220.20'
N14°50'49"E 100.00'
ELEVATORS
STAIRS
STAIRS
HALLWAY
HA
L
L
W
A
Y
FF=7937.22'
HOUSE-
KEEPING
ROOF TERRACE
ROOM
#338
ROOM
#340
ROOM
#341
ROOM
#339
ROOM
#337
ROOM
#336
ROOM
#334
ROOM
#332
ROOM
#330
ROOM
#328
ROOM
#326
ROOM
#324
ROOM
#335
ROOM
#333
ROOM
#331
ROOM
#329
ROOM
#327
ROOM
#325
ROOM
#323 ROOM
#321
ROOM
#319
ROOM
#317
ROOM
#315
ROOM
#313
ROOM
#311
ROOM
#309
ROOM
#307
ROOM
#305
ROOM
#303
ROOM
#302
ROOM
#304
ROOM
#306
ROOM
#308
ROOM
#310
ROOM
#312
ROOM
#314
ROOM
#301
MECH
CO
O
P
E
R
S
T
R
E
E
T
RO
W
HY
M
A
N
A
V
E
N
U
E
RO
W
MONARCH STREET
ROW
TIE TO NORTHEAST PROPERTY CORNER
BEARS N 86°51'50" E, 9.66'
0.
4
0
'
6.01'
7.01'
91.51'
7.
8
6
'
3.
7
6
'
10.38'
3.85'
29.14'
16.49'
27
.
0
6
'
9.
0
0
'
14.32'
12
.
3
3
'
7.
6
0
'
1.23'
20
.
1
6
'
5.
6
2
'
14
.
2
8
'
4.87'
13
.
7
6
'
15
.
1
5
'
10.67'
30
.
0
6
'
0.
5
8
'
6.78'1.
0
0
'
10.88'27.04'
31
.
0
0
'
16
.
5
8
'
6.01'
30
.
1
6
'
15
.
0
8
'
5.31'
37
.
0
5
'
91.86'
13
.
5
0
'
1.
6
7
'
1.23'
11.55'
6.
1
8
'
27.94'
4.
1
5
'
24.26'
33.58'
22
.
4
3
'
5.
2
6
'
59.39'
15.80'
28.09'
5.
5
0
'
15.50'
22
.
1
9
'
0.
5
8
'
1.39'
0.69'
0.73'
4.85'1.82'0.78'
0.60'
1.18'12.88'
1.63
1.25'0.54
0.98'
0.27
1.25'
0.63'1.25'
2.45'
14.43'
0.68'
0.66'
2.27'
0.96'
0.73'
0.73'
0.65'1.71'
0.62'
0.80'
1.37'
1.24'
0.87'10.91'
0.74'1.65'
0.74'
1.20'
0.78'
1.15'
0.60'
0.60'
0.50'
0.60'6.
6
5
'
0.65'
0.70'
1.50'
0.78'
15
.
1
0
'
0.78'
CE=7945.18'CE=7945.10'
CE=7945.13'
CE=7946.08'
CE=7945.16'
CE=7945.16'
CE=7945.48'
CE=7946.09'
CE=7945.15'
CE=7945.15'
1.88'
1.38'
1.88'
1.88'
1.50'
14
.
3
2
'
14
.
1
0
'
CE=7946.09'
CE=7945.16'
CE=7945.19'
CE=7945.09'
CE=7945.13'
CE=7945.00'
CE=7945.16'
CE=7945.12'
CE=7945.46'
CE=7945.13'
CE=7945.08'
CE=7945.12'
CE=7946.06'
CE=7945.17'
CE=7945.11'
CE=7945.41'
CE=7945.11'CE=7945.40'
CE=7945.10'
CE=7945.90'CE=7945.12'
CE=7944.89'
CE=7945.10'
CE=7944.89'
CE=7945.11'
0.44'
0.85'
0.75'
0.44'
CE=7945.15'
CE=7945.72'
CE=7945.11'
CE=7945.11'
CE=7945.54'
CE=7945.49'
CE=7945.11'
CE=7945.19'
CE=7945.12'
CE=7946.10'
CE=7946.04'
CE=7945.12'
CE=7945.11'
CE=7945.07'
CE=7946.10'
CE=7946.09'
CE=7945.13'
CE=7945.06'
CE=7945.12'
CE=7945.60'CE=7946.04'
CE=7945.07'
CE=7945.11'CE=7945.11'
CE=7945.15'
CE=7946.02'
CE=7945.17'
CE=7945.12'
CE=7945.96'
CE=7945.16'
CE=7945.08'
CE=7945.57'
CE=7945.12'
CE=7946.10'CE=7946.07'
CE=7945.10'CE=7945.13'
CE=7945.18'
CE=7946.01'
CE=7945.18'
CE=7945.21'
CE=7945.92'
CE=7945.14'
CE=7945.94'
CE=7945.11'
CE=7945.45'
(TYP.)
CE=7945.13' (TYP.)
CE=7945.21'
CE=7945.09'
CE=7946.08'
CE=7945.21'
CE=7945.13'
CE=7945.98'
CE=7945.17'
CE=7945.07'
CE=7945.94'
CE=7945.23'
CE=7944.44'
CE=7945.06'
CE=7944.85'
0.74'
0.66'
0.40'
CE=7945.14'
CE=7946.02'
CE=7946.10'
CE=7945.13'
CE=7945.13'
CE=7944.85'
CE=7945.15'
CE=7945.92'
CE=7945.15'
CE=7944.47'
CE=7945.54'
3.
6
0
'
3.
6
0
'
1.43'
12.95'
1.34'0.
8
4
'
12.59'1.80'0.
8
7
'
0.
8
7
'
0.85'
0.79'
12.83'
1.45'1.45'
1.
5
4
'
1.
5
4
'
1.
5
4
'
CE=7945.22'
2.22'
1.
7
5
'
1.
7
5
'
12.73'1.
5
0
'
1.43'
1.
5
0
'
13.53'
1.
4
2
'
0.50'
0.38'
0.50'
1.80'
1.00'
1.
4
8
'
CE=7944.85'
14
.
4
2
'
1.
4
1
'
0.84'
0.84'
9.
8
3
'
1.
3
7
'
0.87'
0.87'
CE=7945.07'
CE=7945.14'
1.55'
0.
4
0
'
CE=7945.21'
1.
5
5
'
1.40'
CE=7945.97'CE=7945.24'
CE=7945.34'
ME
C
H
MECH
ROOF
BELOW
ROOF
BELOW
ROOF
BELOW
INTERIOR UNIT BOUNDARY (TYP.)
PROPERTY BOUNDARY (TYP.)
ADA UNIT
ADA UNIT
GENERAL NOTES:
PLAN VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH
AS-BUILT DIMENSIONS AND ELEVATION INFORMATION
INTERIOR DIMENSIONS ARE FROM THE UNFINISHED INTERIOR SURFACE OF ALL
PERIMETER WALLS THAT ABUT THE BUILDING'S EXTERIOR WALLS AND THE UNFINISHED
INTERIOR SURFACE OF THE DEMISING WALLS, AND FROM THE UNFINISHED CEILINGS OF
THE TOP FLOOR OF THE BUILDING TO THE CONCRETE FLOOR OF THE UNDERGROUND
PARKING STRUCTURE WITHIN THE BUILDING.
NORTH - SOUTH EXTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST EXTERIOR WALL BEARINGS N75°11'22"W (TYP)
NORTH - SOUTH INTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST INTERIOR WALL BEARINGS N75°11'22"W (TYP)
BUILDING TABLE
LSE - LOWEST STRUCTURAL ELEMENT
CE - CEILING ELEVATION
FF - FINISHED FLOOR ELEVATION
PROPERTY CORNER MONUMENTATION, MARKED AS INDICATED ON SHEET 1 AND 2
INTERIOR COLUMNS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF
ANY, THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED
FROM THE UNIT SQUARE FOOT CALCULATIONS.
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 7/11/2023 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Survey Plots\31217 Limelight Final Amend Plat May 2023.dwg
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.
AMENDED FINAL PLAT OF:
NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT
A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST
AND SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 6 OF 7
BUILDING, THIRD FLOOR PLANS
BUILDING, THIRD FLOOR PLANS
HORIZONTAL SCALE: 1' = 10'
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
0
___________________________________________
MARK S. BECKLER, P.L.S. #28643
DATED __________________, 2021.
S7
5
°
0
9
'
1
1
"
E
1
8
9
.
4
4
'
N14°50'49"E 120.20'
S7
5
°
0
9
'
1
1
"
E
3
9
.
9
1
'
BUILDING ENCROACHMENT
AREA NO. 5
ROOF OVERHANG
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 2
EXTERIOR STAIRCASE
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 4
ROOF OVERHANG AND
TRELLIS
REC. #526848
BUILDING ENCROACHMENT
AREA NO. 3
ROOF OVERHANG AND
TRELLIS
REC. #526848
BU
I
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E
N
C
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A
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A
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O
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1
CA
N
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P
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A
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R
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F
O
V
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R
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A
N
G
RE
C
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#
5
2
6
8
4
8
BUILDING ENCROACHMENT
AREA NO. 1
CANOPY AND ROOF OVERHANG
REC. #526848
N7
5
°
0
9
'
1
1
"
W
1
4
9
.
5
3
'
N14°50'49"E 220.20'
N14°50'49"E 100.00'
ELEVATORS
STAIRS
STAIRS
HALLWAY
HA
L
L
W
A
Y
FF=7947.18'
HOUSE-
KEEPING
DECK
ROOM
#421
ROOM
#423
ROOM
#425ROOM
#427
ROOM
#429ROOM
#431
ROOM
#433ROOM
#435
ROOM
#437ROOM
#439
ROOM
#441
ROOM
#438
ROOM
#436
ROOM
#434
ROOM
#432
ROOM
#430
ROOM
#428
ROOM
#426
ROOM
#424
ROOM
#414
ROOM
#412
ROOM
#410
ROOM
#408
ROOM
#406
ROOM
#404
ROOM
#405
ROOM
#407
ROOM
#409
ROOM
#403
ROOF TERRACE
DECK DECK
DECK
DECK
DECK
BALCONY
2.26' x 9.66'
CO
O
P
E
R
S
T
R
E
E
T
RO
W
HY
M
A
N
A
V
E
N
U
E
RO
W
MONARCH STREET
ROW
4.
4
8
'
4.
4
8
'
5.81'
5.81'
BALCONY
2.26' x 9.66'
BALCONY
2.26' x 9.66'
NORTHEAST PROPERTY CORNER TIE
BEARS N 81°25'15" E, 22.64'
0.50'0.
5
0
'
92
.
2
8
'
0.
9
3
'
27
.
8
6
'
14.86'
8.
3
8
'
3.
0
0
'
5.50'
5.
1
7
'
43.61'
13.52'
3.
0
0
'
112.37'
22.57'
42
.
9
2
'
29
.
7
9
'
32
.
5
0
'
16.26'
8.
1
6
'
16.33'
8.
1
6
'
16.33'
13.43'
24
.
1
7
'
1.53'
6.
1
7
'
0.
5
0
'
1.53'13.41'
41
.
5
9
'
8.
1
5
'
8.
1
5
'
29.60'
8.
8
4
'
27
.
2
2
'
17.78'
38
.
5
7
'
5.21'
12.25'
N 30
°
1
1
'
2
2
"
W
7.
9
8
'
80.50'
6.01'
32
.
5
0
'
27
.
3
5
'
62
.
7
5
'
17.36'
10
8
.
1
0
'
54.10'
9.05'
31
.
2
0
'
16
.
7
0
'
6.00'
47
.
3
3
'
47
.
3
3
'
76.00'
DECK
76.00'
62.76'
62.76'
SKYLIGHT
CE=7957.52'
SKYLIGHT
CE=7958.54'
SKYLIGHT
CE=7958.56'
CE=7954.73'
CE=7955.51'
CE=7955.25'
CE=7955.25'
CE=7955.09'
CE=7954.91'
CE=7955.19'
CE=7955.02'
CE=7955.02'
CE=7955.21'
0.60'
0.57'
0.65'
0.65'
CE=
7954.98'
CE=
7955.29'
CE=7955.53'
CE=7955.15'
CE=7954.98'
CE=7955.31'
CE=7955.42'CE=7955.17'
CE=7955.77'CE=7955.19'
CE=7955.24'
CE=7955.52'CE=7955.14'
CE=7955.11'CE=7955.50'
CE=7955.16'
CE=7955.51'
CE=7955.28'
CE=7955.56'
CE=7955.15'
CE=7955.48'
CE=7955.22'
CE=7955.49'
CE=7955.60'
CE=7955.08'
CE=7955.41'
CE=7955.05'
CE=7955.53'
CE=7955.08'
CE=7955.49'
CE=7955.16'
CE=7955.60'
CE=7955.17'
CE=7955.58'
CE=7955.07'
CE=7955.43'
CE=7955.07'
CE=7955.06'CE=7955.06'
CE=7955.01'
CE=7955.18'CE=7955.06'
CE=7955.15'
CE=7955.06'
CE=7955.09'
CE=7955.53'
CE=7955.39'
CE=7955.66'
CE=7955.17'
CE=7955.50'
CE=7955.16'
CE=7955.64'
CE=7955.13'
CE=7955.54'
CE=7954.97'
0.62'
0.75'
CE=7955.08'
CE=7955.08'
CE=7955.19'
14
.
6
7
'
22.67'
CE=7955.20'CE=7955.18'
CE=7955.05'
CE=7955.38'
CE=7955.32'CE=7955.29'
CE=7955.10'
1.42'
0.67'
2.55'
0.67'
3.38'1.
9
8
'
2.52'
5.
2
6
'
0.53'
0.37'
1.00'
0.53'
0.37'
CE=7954.97'
CE=7954.97'
CE=7955.53'
CE=7955.53'
CE=7955.09'
CE=7955.56'
CE=7955.09'
CE=7955.15'
CE=7955.48'
CE=7955.24'
CE=7955.48'
CE=7955.16'
CE=7955.10'
CE=7955.06'
CE=7955.53'
CE=7955.08'
CE=7955.10'CE=7955.13'
1.
7
0
'
1.33'
1.
8
6
'
0.53'
CE=7955.11'CE=7955.50'
CE=7955.10'
1.
3
8
'
CE=7955.48'
CE=7955.12'
CE=7955.14'
CE=7955.09'
0.85'
0.85'
CE=7955.66'
CE=7955.18'
CE=7955.26'
1.
4
0
'
0.85'
0.85'
1.
8
3
'
3.40'
1.
3
0
'
9.20'
0.
5
3
'
16.00'
CE=7955.40'
CE=7955.25'
CE=7955.25'
INTERIOR UNIT BOUNDARY (TYP.)
PROPERTY BOUNDARY (TYP.)
INTERIOR UNIT BOUNDARY (TYP.)
2.55'
0.67'
12
.
3
2
'
0.67'
0.
9
3
'
11
.
9
0
'
0.58'
4.
7
7
'
0.58'
11
.
7
7
'
0.58'
0.64'
7.
3
8
'
3.
8
0
'
1.04'
0.80'
0.51'
1.21'
ROOM
#419
78.77'
11.46'
7.
5
4
'
0.74'2.03'
0.91'1.19'
1.28'
0.65'
1.71'
11.73'
3.13'
0.51'
0.65'
7.37'8.
0
0
'
6.58'
2.50'
0.05'
4.
2
2
'
3.
3
3
'
8.
0
0
'
4.52'2.
0
7
'
6.86'
2.
2
3
'
0.80'0.52'
0.80'2.36'
HA
L
L
W
A
Y
BATHROOM
ADA UNIT
GENERAL NOTES:
PLAN VIEWS ARE FROM ARCHITECTURAL SUBMITTAL DRAWINGS UPDATED WITH
AS-BUILT DIMENSIONS AND ELEVATION INFORMATION
INTERIOR DIMENSIONS ARE FROM THE UNFINISHED INTERIOR SURFACE OF ALL
PERIMETER WALLS THAT ABUT THE BUILDING'S EXTERIOR WALLS AND THE UNFINISHED
INTERIOR SURFACE OF THE DEMISING WALLS, AND FROM THE UNFINISHED CEILINGS OF
THE TOP FLOOR OF THE BUILDING TO THE CONCRETE FLOOR OF THE UNDERGROUND
PARKING STRUCTURE WITHIN THE BUILDING.
NORTH - SOUTH EXTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST EXTERIOR WALL BEARINGS N75°11'22"W (TYP)
NORTH - SOUTH INTERIOR WALL BEARINGS N14°48'38"E (TYP)
WEST - EAST INTERIOR WALL BEARINGS N75°11'22"W (TYP)
BUILDING TABLE
LSE - LOWEST STRUCTURAL ELEMENT
CE - CEILING ELEVATION
FF - FINISHED FLOOR ELEVATION
PROPERTY CORNER MONUMENTATION, MARKED AS INDICATED ON SHEET 1 AND 2
INTERIOR COLUMNS (STRUCTURAL ELEMENTS) AND ATTACHED BUILDING UTILITIES, IF
ANY, THESE ELEMENTS, IF ANY, AND ANY INTERIOR WALLS HAVE NOT BEEN EXCLUDED
FROM THE UNIT SQUARE FOOT CALCULATIONS.
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 7/11/2023 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Survey Plots\31217 Limelight Final Amend Plat May 2023.dwg
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.
AMENDED FINAL PLAT OF:
NORTH PARCEL LIMELIGHT SUBDIVISION/PLANNED UNIT DEVELOPMENT
A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST
AND SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 7 OF 7
BUILDING, FOURTH FLOOR PLANS
BUILDING, FOURTH FLOOR PLANS
HORIZONTAL SCALE: 1' = 10'
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
0
___________________________________________
MARK S. BECKLER, P.L.S. #28643
DATED __________________, 2021.