HomeMy WebLinkAbout31217_ISP_Limelight DRAFT 2021-12-20T
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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 BARRELLGPS CONTROL AT THE APPROXIMATEINTERSECTION OF DURANT AVENUE ANDGARMISCH STREET STAMPED PLS #28650 BEARSN.83°58'59"E. 711.36'
FOUND #5 REBARAND PLASTIC CAPL.S. #16129
FOUND #5 REBAR
AND PLASTIC CAPL.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 ANDCAP L.S. #2376
FOUND 1" DIAMETER
PIPE (CITY MONUMENT)
SET REFERENCE CORNER TO
SECTION 7/18 T10S R84W
SECTION 12/13 T102 R85W
SET 3.25" ALUM. CAP L.S. #28643
CORNER BEARS
S89°45'46"E 115.01'
(TIE) N35°04'03"W
515.57'
FOUND 3.5" ALUMINUM CAP DREXEL BARRELLGPS CONTROL AT THE APPROXIMATEINTERSECTION OF HOPKINS AVENUE ANDGARMISCH 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
SET #5 REBAR AND
PLASTIC CAP L.S.
#28643
SET #5 REBAR AND
PLASTIC CAP L.S.
#28643
SITE BENCHMARK
SET BRASS DISK IN CONCRETE
STEPL.S. #28643
ELEVATION=7915.14'
SET #5 REBAR AND
PLASTIC CAP L.S.
#28643
SET #5 REBAR AND
PLASTIC CAP L.S.#28643
SET PK NAIL
AND SHINER
L.S. #28643
20.20'
75.30'
74.80'
74.97'
73.70'
SET REFERENCE CORNER TO
SECTION 7/18 T10S R84W
SECTION 12/13 T102 R85W
SET 3.25" ALUM. CAP L.S. #28643
CORNER BEARSN00°07'27"E 132.48'
SURVEYOR'S CERTIFICATE
I HEREBY STATE THAT THIS IMPROVEMENT SURVEY PLAT WAS PREPARED BY SOPRIS ENGINEERING, LLC (SE) FOR ASPEN SKIING
COMPANY LLC.
I FURTHERMORE STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, NOVEMBER 23, 2021, 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.
MARK S. BECKLER L.S. #28643
DATE 2021-12-20
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 12/20/2021 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Condo\31217_ISP_Limelight.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.
IMPROVEMENT SURVEY PLAT OF:
LIMELIGHT LODGE
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
PROPERTY DESCRIPTION:
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
COUNTY OF PITKIN
STATE OF COLORADO
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: DECEMBER 2021
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
SET 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. QPR62013522, EFFECTIVE DATE OF OCTOBER 1, 2021.
7)SITE ADDRESS 355 S MONARCH ST, ASPEN COLORADO
LEGEND
FOUND OR SET ALUMINUM CAP, MARKED AS
INDICATED
FOUND OR SET PROPERTY MONUMENT, MARKED AS
INDICATED
FOUND UNMARKED PROPERTY MONUMENT, AS
INDICATED
SITE
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14.08'15.00'111.25'
36
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18
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SET #5 REBAR AND PLASTICCAP L.S. #28643
SITE BENCHMARKSET BRASS DISK IN CONCRETESTEPL.S. #28643ELEVATION=7915.14'
SET #5 REBAR AND PLASTICCAP L.S. #28643
SET #5 REBAR AND PLASTICCAP L.S. #28643
SET #5 REBAR AND PLASTICCAP L.S. #28643
SET PK NAIL ANDSHINER L.S. #28643
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6.73'
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6.73'
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6.74'
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6.67'
12
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21.43'11.31'11.19'27.50'
29
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61.95'
67
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37
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31.44'10.51'9.
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13.34'
9.
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10.40'
7.
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11.96'12.21'9.88'43.46'
38
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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'
10
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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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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
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 12/20/2021 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Condo\31217_ISP_Limelight.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.
IMPROVEMENT SURVEY PLAT OF:
LIMELIGHT LODGE
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
°
0
9
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1
1
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E
1
8
9
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4
4
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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
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BUILDING ENCROACHMENT
AREA NO. 1
CANOPY AND ROOF OVERHANG
REC. #526848
N7
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1
1
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W
1
4
9
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5
3
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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
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MECH
RAMP
CO
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W
HY
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RO
W
MONARCH STREET
ROW
UNIT A
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
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8
3
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38.33'3.
8
3
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64.25'
19
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0
1
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7.25'
10
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5
0
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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 12/20/2021 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Condo\31217_ISP_Limelight.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.
IMPROVEMENT SURVEY PLAT OF:
LIMELIGHT LODGE
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
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9
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1
1
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E
1
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9
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4
4
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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
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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
"
W
1
4
9
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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
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 12/20/2021 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Condo\31217_ISP_Limelight.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.
IMPROVEMENT SURVEY PLAT OF:
LIMELIGHT LODGE
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
L
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
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
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.)
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 12/20/2021 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Condo\31217_ISP_Limelight.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.
IMPROVEMENT SURVEY PLAT OF:
LIMELIGHT LODGE
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
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D
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E
N
C
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O
A
C
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E
N
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A
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E
A
N
O
.
1
CA
N
O
P
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A
N
D
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F
O
V
E
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A
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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=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.)
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 12/20/2021 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Condo\31217_ISP_Limelight.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.
IMPROVEMENT SURVEY PLAT OF:
LIMELIGHT LODGE
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
L
D
I
N
G
E
N
C
R
O
A
C
H
M
E
N
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A
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E
A
N
O
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1
CA
N
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P
Y
A
N
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R
O
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F
O
V
E
R
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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=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
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 12/20/2021 - 31217 - G:\2021\31217_Limelight_Lodge\SURVEY\Survey DWGs\Condo\31217_ISP_Limelight.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.
IMPROVEMENT SURVEY PLAT OF:
LIMELIGHT LODGE
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.