HomeMy WebLinkAboutDRC Response_Detailed Review Draft Plan Set_REV200921LANDSCAPE ARCHITECT:
DESIGNWORKSHOP
CONTACT: Richard Shaw
120 East Main Street
Aspen, Colorado 81611
Tel: (970) 925-8354
GORSUCH HAUS SUBDIVISION/ DETAIL REVIEW PLAN SET COVER SHEET
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CIVIL ENGINEER:
SOPRIS ENGINEERING
CONTACT: Jesse Swan
Main Street
Carbondale, CO 81623
Tel: (970) 7040311
DW PROJECT NUMBER 4735
South Aspen Street
GORSUCH HAUS
ASPEN, COLORADO
VICINITY MAP
PROJECT DESCRIPTION
LODGE AND LIFT ONE CORRIDOR
Sheet
No.
Sheet Title
P001 Draft Gorsuch Haus Subdivision/Detail
Review Plan Set Cover Sheet
P002 Site Improvement Survey
P003 Proposed Illustrative Site Plan
P004.1 Existing and Proposed Development Overlay
P004.2 Proposed Development Enlargements
P004.3 Proposed Development Enlargements
P005 Existing Landscape Plan
P006 Proposed Landscape Plan
P007 Public Amenities Plan
P008 Illustrative Perspective
P009 Illustrative Perspective World Cup
P010 Illustrative Plan arrival at South Aspen St.
P011 Illustrative Perspective South Apsen St. Approach
R100 Reference Plan - Level P1
R101 Reference Plan - Level 01
R102 Reference Plan - Level 02
R103 Reference Plan - Level 03
R104 Reference Plan - Level 04
R105 Reference Plan - Level 05
R106 Reference Plan - Level 06
R107 Reference Plan - Level 07
R108 Reference Plan - Level 08
R109 Reference Plan - Level 09
R110 Reference Plan - Roof
G021 Code Summary
G022 Code Summary
G023 Code Summary
G024 Code Summary
G025 Code Summary
G026 Code Summary
G031 Proposed Floor Area Calculations
G032 Proposed Floor Area Calculations
G033 Proposed Floor Area Calculations
G034 Height Plan - Proposed Grade
G090 Code Analysis - Fire Separation Distance
G091 Code Analysis - Fire Separation Distance
G100 Code Analysis - Occupancy and Fire Rated Walls
G101 Code Analysis - Occupancy and Fire Rated Walls
G102 Code Analysis - Occupancy and Fire Rated Walls
G103 Code Analysis - Occupancy and Fire Rated Walls
G104 Code Analysis - Occupancy and Fire Rated Walls
G105 Code Analysis - Occupancy and Fire Rated Walls
G106 Code Analysis - Occupancy and Fire Rated Walls
G107 Code Analysis - Occupancy and Fire Rated Walls
G108 Code Analysis - Occupancy and Fire Rated Walls
G109 Code Analysis - Occupancy and Fire Rated Walls
G110 Exterior Stair Protection
G200 Code Analysis - Egress and Travel Distance
G201 Code Analysis - Egress and Travel Distance
G202 Code Analysis - Egress and Travel Distance
G203 Code Analysis - Egress and Travel Distance
G204 Code Analysis - Egress and Travel Distance
G205 Code Analysis - Egress and Travel Distance
G206 Code Analysis - Egress and Travel Distance
G207 Code Analysis - Egress and Travel Distance
G208 Code Analysis - Egress and Travel Distance
G209 Code Analysis - Egress and Travel Distance
D200 Building Elevations
D201 Building Elevations
D202 Building Elevations Conceptual Approval vs. Detailed Review
D306 Height Study - Section 1
D307 Height Study - Section 2
D308 Height Study - Section 3
D309 Height Study - Section 4
D310 Height Study - Section 5
D311 Height Study - Section 6
D312 Section 1 and 2
D312 Section 3 and 4
G050 Snow Shedding Roof Plan
G051 Dormer Plan
A801 Material Board
C.1.00 Cover & General Notes
C.1.01 Overall Site Plan
C.1.02 Snow Storage Plan
C.1.03 Emergency Fire Staging Plan
C.2.00 Cul-de-sac Plan, Profile and Grading
C.2.01 Cul-de-sac Sections
C.2.02 Cul-de-sac Sidewalk Plan & Profiles
C.2.03 Conceptual Perimeter Grading Plan
C.2.04 Mountain Road Plan, Profile & Grading
C.2.05 Mountain Road Sections
C.2.06 West Swale Plan, Profile & Sections
SHEET INDEX
ARCHITECT:
4240
CONTACT: Christian Barlock
3507 Ringsby Court Suite 117
Denver, CO 80216
Tel: (303) 292-3388
MEP. ENGINEER:
BG BUILDING WORKS
CONTACT:
222 Chapel Place, Unit AC-201
P.O. Box 9650, Avon, CO
81620
Tel: (970) 949-6108
PROJECT MANAGER:
NORWAY ISLAND LLC.
CONTACT: Jean Coulter
Tel: (303) 882-0702
DEAN
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PROJECT SITE
Project is located in downtown Aspen,Colorado. Together with the Lift One Corridor, the Gorsuch Haus and
infrastructure, skiing, and public amenity improvements comprise significant development at the western portal
to Aspen Mountain.
Issue Date: March 2, 2020
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LIGHTING DESIGNER:
186 LIGHTING DESIGN GROUP
CONTACT: Greg Mackell
1200 Bannock St,
Denver, CO 80204
Tel: (303) 534-5350
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Updated: September 21, 2020
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C.2.07 Mudflow Mitigation Plan
C.3.00 Master Conceptual Utility Plan
C.3.01 Ruthie's Sanitary Sewer Service Plan & Profile
C.3.02 Gorsuch Haus Sanitary Sewer Service Plan & Profile
C.3.03 16" Water Main Plan & Profile STA: 0+00+2+50
C.3.04 16" Water Main Plan & Profile STA: 2+50+END
C.3.05 6" Water Service Plan & Profile
C.4.00 Existing Offsite Drainage Basin Plan
C.4.01 Post Development Drainage Basin Plan
C.4.02 Conceptual Master Drainage Plan
C.4.03 Onsite Conceptual Water Quality Treatment Plan
C.4.04 West Storm Pipe Profile
C.4.05 East Storm Pipe Profile
C.4.06 East Storm Pipe Profile
C.5.00 Site Details
C.5.01 Sanitary Sewer Details (Typ.)
C.5.02 City of Aspen Water Details
S.101 Gorsuch Haus PD/ Subdivision
S.102 Gorsuch Haus PD/ Subdivision
S.103 Gorsuch Haus PD/ Subdivision
S.104 Gorsuch Haus PD/ Subdivision
S.105 Gorsuch Haus PD/ Subdivision
S.201 Street and Easement Vacation Plat
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S. ASPEN STREET
75.3' WIDE R.O.W.
SUMMIT
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FOUND #5 REBAR AND
114" PLASTIC CAP
L.S. #25947
CENTERLINE 15' WIDE WATER
PIPELINE EASEMENT GRANTED TO
CITY OF ASPEN BK.412 PG.557
S 69°30'00" E 36.50'
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BK. 41
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90' WIDE SKI EASEMENT
CENTERED OVER
EXISTING LIFT 1A
BK.259 PG.83
CENTERLINE 15' WIDE DRAINAGE
EASEMENT GRANTED TO
MOUNTAIN QUEEN CONDOS
BK.291 PG.649
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N 79°34'30"
E 4.50'
NE14 NE14 SECTION 13
SE14 NE14 SECTION 13
PARCEL 4
240,375 sq.ft.±
5.518 acres±
(PORTION OF LOT 31,
SECTION 13
WITHIN CITY LIMITS)
SOUTHERLY BOUNDARY LINE OF SOUTH ASPEN
STREET R.O.W. PER BARBEE SUBDIVISION
RECREATION EASEMENTREC. #597440 (PARA. 2)
SKI CORRIDOR EA
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REC. #597440
45.0'
AREA OF REVOKABLE
ENCROACHMENT
LICENSE GRANTED TO
SHADOW MOUNTAIN
VILLAGE APARTMENTS
REC. #543674
ASPEN
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37.65' WIDE R.O.W.
PARCEL 2
10,917 sq.ft.
0.251 acres±
PARCEL 1
23,897 sq.ft.±
0.549 acres±
PARCEL 3
2,973 sq.ft.±
0.068 acres±
LIFT TOWERS
(TYP)
GRAVELROAD
STORMGRATE
LIFT
LOADAREA
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LIFT 1A TERMINAL BUILDINGTWO-STORYWOOD FRAME CONSTRUCTION
PARKINGAREA
(ASPHALT)
RAILROAD TIERETAINING
WALL (TYP)ST
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GATE CONTROLLER
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SKI TRAIL
AREA OF DENSEVEGETATION
AREA OF DENSEVEGETATION
4"X4" POST
50' SETBACK
BUILDING RESTRICTIONBK 231 PG 278
37.65'
EDGE OF VEGETATION
SNOWMAKING HYDRANT &FAN GUN ELECTRIC PEDESTAL
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GAS RISER
ELECTRIC SWITCHGEAR
ELECTRIC METERCABINET
ELECTRICTRANSFORMER
ELECTRICTRANSFORMER
(PLACED FROM CITY
OF ASPEN GIS AERIAL)
SNOWMAKING HYDRANT &FAN GUN ELECTRIC PEDESTAL
SNOWMAKING HYDRANT &FAN GUN ELECTRIC PEDESTAL
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20.0' WIDE EASEMENT FOR FIRE ACCESSAND DRAINAGE GRANTED TOMOUNTAIN QUEEN CONDOSBK.275 PG.378
AND WATERLINE EASEMENTGRANTED TO CITY OF ASPENBK.291 PG.649
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13139.01 01/02/2020 CL G:\2013\13139\SURVEY\Survey DWGs\13139-ISP.dwg
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARSAFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTIONBASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TENYEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
A PARCEL OF LAND SITUATED IN THE NE14NE14 AND SE14NE14 OF SECTION 13
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADOSHEET 3 OF 4
SUBJECT PROPERTY EXISTING CONDITIONS
IMPROVEMENT SURVEY PLAT OF:
EXISTING GAS
EXISTING COMMON TRENCH
EXISTING UNDERGROUND ELECTRIC
EXISTING OVERHEAD ELECTRIC
EXISTING WATER
EXISTING SEWER
EXISTING UNDERGROUND TELEPHONE
EXISTING SIGN
EXISTING SEWER CLEANOUT
EXISTING TELEPHONE SERVICE
EXISTING LIGHT POLE
EXISTING GAS METER
EXISTING TELEPHONE MANHOLE
EXISTING UTILITY MANHOLE
EXISTING POWER POLE
EXISTING ELECTRIC SERVICE
EXISTING WATER MANHOLE
EXISTING GUY WIRE
EXISTING SEWER MANHOLE
EXISTING ELECTRIC MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING DRAINAGE MANHOLE
EXISTING ELECTRIC TRANSFORMER
EXISTING CONDITIONS LEGEND
EXISTING BUSH
EXISTING EDGE OF VEGETATION
EXISTING CONIFER TREE - CALIPER"XDRIP DIAMETER'
EXISTING DECIDUOUS TREE - CALIPER"XDRIP DIAMETER'
EXISTING BOULDER
EXISTING WIRE FENCE
EXISTING WOOD FENCE
EXISTING CHAIN LINK FENCE
EXISTING ROCK RETAINING WALL
EXISTING TIE RETAINING WALL
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING GAS MARKER
EXISTING IRRIGATION VALVE BOX
EXISTING IRRIGATION VALVE BOX
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
030 30 60
30
12015TREE DISCLAIMER
SOPRIS ENGINEERING PERSONNEL ARE NOT TRAINED ARBORISTS OR LANDSCAPE
PROFESSIONALS. THE TREE INFORMATION SHOWN HEREON WAS FIELD SURVEYED BY
SOPRIS ENGINEERING TO THE BEST OF OUR ABILITY AS PART OF THE PROJECT'S SCOPE.
DATA WAS ACQUIRED PER PROCEDURES OUTLINED IN THE CITY OF ASPEN
ENGINEERING DEPARTMENT'S SUBMITTAL CHECKLIST.
CURRENT CITY OF ASPEN RIGHT-OF-WAY AREAS
PROPOSED TO BE VACATED
AREA OF REVOKABLE ENCROACHMENT LICENSE
GRANTED TO SHADOW MOUNTAIN VILLAGE
APARTMENTS REC. #543674
SEE DETAIL THIS SHEET FOR
ADDITIONAL VEGETATIONINFORMATION
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
010 10
10
5 ADDITIONAL VEGETATION DETAIL
VEGETATION TYPE AND DIMENSIONS
OEL OEL
XUT XUT
XEL XEL
XSA XSA
XWL XWL
XGAS XGAS
XETC XETC
EXISTING STORM SEWERXSDXSD
TREENUMBER TREE TYPE TRUNKDIAMETER
(INCHES)
DRIPLINEDIAMETER
(FEET)
1 SUB 3" GROUP 4
2 GAMBLE OAK 5 10
3 SUB 3" GROUP 6
4 GAMBLE OAK 4 8
5 GAMBLE OAK 4 8
6 GAMBLE OAK 4.6 8
7 GAMBLE OAK 4.8 8
8 SUB 3" GROUP 4
9 SUB "3 GROUP 4
10 GAMBLE OAK 4.1 8
11 SUB 3" GROUP 2
12 SUB 3" GROUP 2
13 SUB 3" GROUP 8
14 CHOKE CHERRY 3.6 7
15 CHOKE CHERRY 3.1 6
16 CHOKE CHERRY 3 6
17 SUB 3" GROUP 5
18 SUB 3" GROUP 5
19 CHOKE CHERRY 3.2 6
20 CHOKE CHERRY 3 6
21 CHOKE CHERRY 3 6
22 CHOKE CHERRY 4.3 8
23 CHOKE CHERRY 5.3 10
24 SUB 3" GROUP 4
25 CHOKE CHERRY 4.7 10
26 SUB 3" GROUP 5
27 SUB 3" GROUP 7
28 SUB 3" GROUP 6
29 SUB 3" GROUP 6
30 SUB 3" GROUP 4
31 CHOKE CHERRY 3.4 6
32 SUB 3" GROUP 3
33 CHOKE CHERRY 3.1 6
34 CHOKE CHERRY 3.1 6
35 CHOKE CHERRY 3.1 6
36 DECIDUOUS TREE 5.8 12
37 DECIDUOUS TREE 3.6 6
38 PINE TREE 4 8
39 PINE TREE 7.3 14
40 PINE TREE 14.6 28
41 PINE TREE 12 24
42 PINE TREE 17 34
43 PINE TREE 13 26
44 DECIDUOUS TREE 37 65
45 PINE TREE 9.2 18
46 PINE TREE 10.8 22
47 DECIDUOUS TREE 13.5 26
48 DECIDUOUS TREE 30.1 60
49 DECIDUOUS TREE 40.2 70
50 DECIDUOUS TREE 3.5 7
51 DECIDUOUS TREE 4.2 8
52 PINE TREE 12.4 24
53 19.8 40
54 10.7 20
55 14.3 28
PINE TREE
PINE TREE
PINE TREE
______________________________________MARK S. BECKLER L.S. #28643
P002
LIFT ONE LODGE FOOTPRINT*
LIFT ONE LODGE FOOTPRINT*
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MOUNTAIN QUEEN CONDOMINIUMS
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CARIBOU CONDOMINIUMS
GORSUCH HAUS
NORWAY RUN
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Lift Corridor & Proposed Lift Towers
Lodge Loading/ Unloading
Schuss Gully Ski Run
Outdoor Restaurant/ Apres Ski Deck
Indoor Restaurant & Bar
Relocated Mountain Access Road
Expanded South Aspen St. Cul-de-Sac
Pedestrian Access Path
New Pedestrian Pathway
Gorsuch Haus Lodge:
• 81 Hotel Lodging Rooms
• 4 Free-Market Multi-Family Units
• 1 Affordable Housing Unit
• Underground Structured Parking: 56 Spaces
*Approximate Location Based on Ordinance 38 Series of 2018
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*2019 PROPOSED
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ORIGINAL SCALE:
10 20 40
1"= 20'
KEY PLAN
NOT TO SCALE
NORTH
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DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
4735
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C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
EXISTING AND
PROPOSED
DEVELOPMENT
OVERLAY
P004.1OVERALL SITE PLAN SCALE: 1”-30’
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LIFT 1 LODGE
*2019 PROPOSED
FOOTPRINT
1.2
KEY PLAN
NOT TO SCALE
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
4735
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C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
P004.2
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8
WALL MATERIAL LEGEND:
A STONE VENEER WALL - SEE ARCHITECTURE MATERIALS LEGEND
B CONCRETE WALL - SEE ARCHITECTURE MATERIALS LEGEND
*NOTE: DEPENDING ON WEST STAIR, IT MAY ONLY BE STONE.
PROPOSED
DEVELOPMENT
ENLARGEMENTS
WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC
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L
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BUILDING SUBGRADE
LIFT CENTER LINE
LIFT CABLE GAUGE
EDGE OF CARRIER
LI
M
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O
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LIFT ONE PARK
RO
O
F
A
B
O
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TOWER 4
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
TYP.
1.4a
1.4b
1.5a
1.5b
TYP.
1.6TYP.
TYP.
TYP.
TYP.
3.1a
4.1b
4.1a
3.2b
4.1a
10.8
10.8
10.16.1
10.2
10.3
10.4
8.2 TYP.
10.8
10.7TYP.
6.1
6.1
1.2
5.3
5.1 TYP.
NORTH
8.4
5.5
TYP.
LEVEL 1
SITE PLAN
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
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S
U
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H
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A
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C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
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DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
4.2 TYP.
1.5b TYP.
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8
A
B
A
A
1.3a
WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC TC TC TC TC TC
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
GAS
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sa
svc
sasvc
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sa
svc
sa svc
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8''
SA
8''
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8''
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8''
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8''
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PROPERTY BOUNDARY
SETBACK
LEVEL 2 LIMIT OF PROJECT SCOPE OF WORK
LE
V
E
L
2
B
A
L
C
O
N
Y
LE
V
E
L
3
A
B
O
V
E
LIFT CENTER LINE
LIFT CABLE GAUGE
EDGE OF CARRIER
LIMIT OF WORK
HILL STREET ROW
TOWER 4
LEVEL 2 LIMIT OF PROJECT SCOPE OF WORK
LE
V
E
L
2
B
A
L
C
O
N
Y
1.1
4.1a
1.3a
1.3a
1.4b TYP.TYP.
5.2TYP.
TYP.
6.3 6.3
6.4
TYP.4.1b
5.1
6.4
3.2b
6.1
1.3a
TYP.
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
TYP.
NORTH
LEVEL 2
SITE PLAN
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
S
e
p
1
8
,
2
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2
0
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8
:
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7
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F:
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D
e
t
a
i
l
e
d
S
i
t
e
P
l
a
n
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
6.1
6.1
3.1a
1.3a
4.2
TYP.
TYP.
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8
TYP.
B
A
A
SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC WL SVC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC TC TC TC TC TC TC
WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16''
WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16'' WL
16''
GAS
GAS
GAS GAS GAS GAS GAS
GAS
GAS
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GAS
GA
S
GAS
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
S
W
I
T
C
H
G
E
A
R
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
sasvc
sasvc
sa
svc
sa
svc
sa svc
sasvc
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
GAS
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
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SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
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SA
8''
SA
8''
SA
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SA
8''
SA
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SA
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SA
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8''
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8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
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8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
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8''
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SA
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SA
8''
SA
8''
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SA
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SA
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8''SA
8''SA
8''SA
8''SA
8''
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8''SA
8''SA
8''SA
8''SA
8''
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8''
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8''SA
8''SA
8''
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8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''
SA
8''
SA
8''SA
8''SA
8''
SA
8''
SA
8''SA
8''SA
8''SA
8''SA
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UELUELUELUELUEL
UEL
UEL
UEL
UEL
UEL
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UELUELUEL
XUT
XUT
XUT
XUT
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XUT
XUT XUT XUT
XUT
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XUT
XUT
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XUT
XUTXUT
RO
O
F
A
B
O
V
E
TYP.
3.2b
6.1
6.1
TYP.
1.4b
10.6
5.1 TYP.
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
NORTH
LEVEL 3
SITE PLAN
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
S
e
p
1
8
,
2
0
2
0
-
8
:
5
8
a
m
F:
\
P
R
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J
E
C
T
S
_
A
-
L
\
4
7
3
5
-
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t
1
a
\
D
-
C
A
D
\
0
2
.
S
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e
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t
s
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-
4
7
3
5
-
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X
.
C
-
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e
t
a
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l
e
d
S
i
t
e
P
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a
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.
d
w
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DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
LEVEL 3 BALCONY
6.1
1.3a
6.1
3.1aTYP.
1.3b
4.2
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8
4.1b A
B
B
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
8''
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
DS DS
DS
DS DS
DSDS
DS
DS
DS
SETBACK
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
SE
T
B
A
C
K
PROPERTY BOUNDARY
SETBACK
LE
V
E
L
5
F
L
O
O
R
P
L
A
T
E
LIFT CENTER LINE
LIFT CABLE GAUGE
EDGE OF CARRIER
LIMIT OF WORK
TOWER 5
LEVEL 4 LIMIT OF PROJECT SCOPE OF WORK
4.1b
10.6
1.4b TYP.
TYP.
4.1a
1.4a TYP.
TYP.
3.2b
6.1
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
NORTH
LEVEL 4-6
SITE PLAN
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
S
e
p
2
1
,
2
0
2
0
-
2
:
3
2
p
m
F:
\
P
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E
C
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S
_
A
-
L
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4
7
3
5
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1
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\
D
-
C
A
D
\
0
2
.
S
h
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t
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\
D
W
-
4
7
3
5
-
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X
.
C
-
D
e
t
a
i
l
e
d
S
i
t
e
P
l
a
n
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
BUILDING OVERHEAD
1.3a
3.1a
6.1
3.1a
4.1a
TYP.
TYP.
TYP.
TYP.
4.2 TYP.
TYP.
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8
B
A
A
B
A
A
LEVEL 1 ENLARGEMENT SCALE: 1”-20’
LEVEL 3 ENLARGEMENT SCALE: 1”-20’
LEVEL 2 ENLARGEMENT SCALE: 1”-20’
LEVEL 4-6 ENLARGEMENT SCALE: 1”-20’
S
W
I
T
C
H
G
E
A
R
LIFT 1 LODGE
*2019 PROPOSED
FOOTPRINT
PROPOSED
DEVELOPMENT
ENLARGEMENTS
KEY PLAN
NOT TO SCALE
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
4735
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
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AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
P004.3
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8
WALL MATERIAL LEGEND:
A STONE VENEER WALL - SEE ARCHITECTURE MATERIALS LEGEND
B CONCRETE WALL - SEE ARCHITECTURE MATERIALS LEGEND
*NOTE: DEPENDING ON WEST STAIR, IT MAY ONLY BE STONE.
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
8''
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GA
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GA
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
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GAS
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GAS
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DS DS
DS
DS DS
DSDS
DS
DS
DS
SETBACK
PR
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B
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A
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B
A
C
K
PROPERTY BOUNDARY
SETBACK
LIMIT OF WORK
LEVEL 7 LIMIT OF PROJECT SCOPE OF WORK
LEVEL 7 LIMIT OF PROJECT SCOPE OF WORK
TOWER 5
1.4a TYP.
4.1a TYP.
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
NORTH
LEVEL 7
SITE PLAN
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
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DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8
A
A
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
8''
SA
8''
SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
8''SA
8''
SA
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
SETBACK
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
SE
T
B
A
C
K
PROPERTY BOUNDARY
SETBACK
LIFT CENTER LINE
LIFT CABLE GAUGE
EDGE OF CARRIER
LIMIT OF WORK
LE
V
E
L
8
L
I
M
I
T
O
F
P
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C
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S
C
O
P
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O
F
W
O
R
K
TOWER 5
LEVEL 8
SITE PLAN
1.7
10.6
3.3
4.1a
TYP.
TYP.
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
NORTH
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
S
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2
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7
3
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S
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P
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.
d
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DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
1.4b TYP.
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8A
A
3.2a
6.1
1.4a
LEVEL 7 ENLARGEMENT SCALE: 1”-20’
LEVEL 8 ENLARGEMENT SCALE: 1”-20’
3
0
2
8
2
6
2
7
2
9
1
2
1
1
8
1
0
3
6
3
7
9
3
2
3
1
1
4
1
3
1
8
1
6
1
5
1
7
3
5
3
4
3
3
3
2
4
5
7
2
0
2
5
1
9
2
4
2
1
2
2
2
3
8095
812
0
808
0
80
3
5
803
0
PROPERTY BOUNDARY
SETBACK
LIMIT OF WORK
LIMIT OF WORK
0
ORIGINAL SCALE:
15 30 60
1"= 30'
EXISTING
LANDSCAPE
PLAN
SITE KEYNOTES:
11.0 PLANT PROTECTION
DETAI
SHEE
2 TYP
TYP.
NORTH
1 TYP
2 TYP.
11.0
3
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
S
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,
2
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2
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4
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7
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4
7
3
5
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g
L
a
n
d
s
c
a
p
e
P
l
a
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.
d
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g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
SIZE NOTESTREE TYPETREE #
TREE REMOVAL LIST
15
16
19
3.1" cal.
3" cal.
3.2" cal.
3" cal.
3" cal.
4.3" cal.
5.3" cal.
4.7" cal.
3.4" cal.
3.1" cal.
3.1" cal.
3.1" cal.
7.3" cal.
14.6" cal.
12" cal.
17" cal.
13" cal.
37" cal.
9.2" cal.
10.8" cal.
13.5" cal.
30.1" cal.
40.2" cal.
12.4" cal.
19.8" cal.
10.7" cal.
14.3" cal.
NOTES:
1.Only Deciduous trees larger than 6" caliper in size, Conifer
trees larger than 4" caliper in size, and Gamble Oak/Choke
Cherry trees larger than 3" caliper in size, are provided on this
chart. Additional vegetation (i.e, understory shrubs,
groundcover, etc.) may also need to be removed and is
indicated as approximately as possible. Final limits of vegetation
removal shall be determined in field.
2.Refer to P006 Plant List for proposed trees and caliper inches
for mitigation
3.Final value to be removed to be determined by City Forester
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Choke Cherry
Pine Tree
Pine Tree
Pine Tree
Pine Tree
Pine Tree
Deciduous Tree
Pine Tree
Pine Tree
Deciduous Tree
Deciduous Tree
Deciduous Tree
Pine Tree
Pine Tree
Pine Tree
Pine Tree
20
21
22
23
25
31
33
34
35
39
40
41
42
43
44
45
46
47
48
49
52
53
54
55
NOTE:
Only trees planned to be removed are labeled in
this list. Find corresponding trees labeled below
on drawing.
VALUE
$339.47
$317.93
$361.73
$317.93
$317.93
$653.16
$992.28
$780.33
$408.36$339.47
$339.47
$339.47$1,882.47
$7,529.88
$5,086.80$10,208.93
$5,969.93
$12,089.98$2,989.91
$4,120.31
$6,437.98$8,001.20
$14,271.65
$5,431.57
Value less 75% due to poor tree condition
Value less 75% due to poor tree condition
Value less 75% due to poor tree condition
Value less 75% due to poor tree condition
Value less 25% due to poor tree condition
Value less 25% due to poor tree condition
$13,848.81
$4,044.36
$7,223.61
$109,879.91
29 27
31
32
33-3515-17
19-25
30
39-41
42
44
4849
43
47
46 45
1 Existing tree to be preserved. Do not disturb. Protect in place.
PLANT PROTECTION & DEMO REFERENCE NOTES:
2 Existing tree to be removed.
3 Existing stand of shrubs to be removed.
1TYP
P005
52-55
OVERALL PROPOSED LANDSCAPE PLAN SCALE: 1”-30’
S
W
I
T
C
H
G
E
A
R
DS
DS
DS
DS
DS
DS
DS DS
DS
DS DS
DSDS
DS
DS
DS
80
4
5
80
5
5
80
7
0
80
7
5
80
8
0
TOWER 6
TOWER 4
3
0
2
8
2
6
2
7
2
9
1
2
1
1
8
1
0
3
6
3
7
9
3
2
3
1
1
4
1
3
1
8
1
6
1
5
1
7
35
3
4
3
3
3
2
4
5
7
2
0
2
5
1
9
2
4
2
1
2
2
2
3
8095
812
0
808
0
80
3
5
803
0
SETBACK
PROPERTY BOUNDARY
SETBACK
LIFT 1 LODGE
*2019 PROPOSED
FOOTPRINT
0
ORIGINAL SCALE:
10 20 40
1"= 20'
PROPOSED
LANDSCAPE
PLAN
KEY PLAN
NOT TO SCALE
NATIVE G
R
A
S
S
NATIVE GRASS
NATIVE G
R
A
S
S
WILD FLOWER MIX
SOD
NORTH
PITCO Native Grass Mix
Effusa JuniperJuniperus communis 'Effusa'
Colorado Blue SprucePicea pungens
NATIVE GRASSES/ WILDFLOWERS
GROUNDCOVERS/ PERENNIALS/ ORNAMENTAL GRASSES
DECIDUOUS & EVERGREEN SHRUBS
CONIFEROUS TREES
DECIDUOUS TREES
Red MapleAcer rubrum
COMMON NAMEBOTANICAL NAME
PLANT LIST
Woods' RoseRosa Woodsii
Japanese SpireaSpiraea japonica 'Froebelii'
McKay's White PotentillaPotentilla fruticosa 'McKay's White'
Meadow Sage SalviaSalvia nemorosa 'Caradonna'
Peking CotoneasterCotoneaster acutifolius
var. lucidus
Grow Low SumacRhus aromatica 'Gro-Low'
Virginia CreeperParthenocissus quinquefolia
VINE
Purple ConeflowerEchinacea purpurea
Purple ConeflowerEchinacea purpurea 'White Swan'
Johnson's Blue GeraniumGeranium 'Johnson's Blue'
Alaska Shasta DaisyLeucanthemum x superbum
Autumn Joy StonecropSedum spectabile 'Autumn Joy'
Faassen's CatmintNepeta x faassenii 'Little Trudy'
Rocky Mountain ColumbinAquilegia caerulea
Massachusetts KinnikinnicArctostaphylos uva-ursi
'Massachusetts'
Mother of ThymeThymus serpylum
PITCO Wildflower Mix
Kentucky Blue GrassPoa pratensis
SOD
Colorado Blue SprucePicea pungens
Colorado Blue SprucePicea pungens
Colorado Blue SprucePicea pungens
Cranberry CotoneasterCotoneaster apiculatus
False Forget-Me-NotBrunnera macrophylla
Ragwort 'The Rocket'Ligularia stenocephala
Sweet WoodruffGalium odoratum
Red Twig DogwoodCornus sericea
Peking CotoneasterCotoneaster acutifolius
2PP-18
5AR-3
3PP-20
1PP-22
4PP-16
QTY.ABBR.
PLANTING PLAN REFERENCE NOTES
1 All Areas distributed due to construction activity, shall be re-vegetated with
approved native seed mix.
2 Existing Aspen to remain
3 Existing Spruce to remain
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
4735
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
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,
C
O
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D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
P006
WILDFLOWER MIX
NATIVE GRASS MIX
OVERALL PROPOSED LANDSCAPE PLAN SCALE: 1”-30’
DESIGN WORKSHOP
Landscape Architecture · Land Planning · Urban Design · Tourism Planning
120 East Main Street · Aspen, Colorado 81611 · 970-925-8354 Facsimile 970-920-1387
G o r s u c h H a u s
A s p e n , C o l o r a d o JANUARY 15, 2020
ILLUSTRATIVE PERSPECTIVE P008
ILLUSTRATIVE PERSPECTIVE ARRIVAL AT SOUTH ASPEN STREEET P010
DESIGN WORKSHOP
Landscape Architecture · Land Planning · Urban Design · Tourism Planning
120 East Main Street · Aspen, Colorado 81611 · 970-925-8354 Facsimile 970-920-1387
G o r s u c h H a u s
A s p e n , C o l o r a d o JANUARY 15, 2020
DESIGN WORKSHOP
Landscape Architecture · Land Planning · Urban Design · Tourism Planning
120 East Main Street · Aspen, Colorado 81611 · 970-925-8354 Facsimile 970-920-1387
G o r s u c h H a u s
A s p e n , C o l o r a d o JANUARY 15, 2020
ILLUSTRATIVE PERSPECTIVE FROM THE SOUTH ASPEN STREET APPROACH P011
R200
2
R201
2
LEVEL 1 WALL ABOVE
BOILER ROOM
24
'
-
0
"
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
CPTSB AIRSPACE
REQUIREMENT
TOWER 6
TOWER 4
1:20
1:12
PARKING
7,985.00'
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
7,988.00'
21
BQ
1
R250
1
R251
A100
1
7,988.00'
7,985.50'
MA
T
C
H
L
I
N
E
PROPERTY LINE
FAN ROOM
SERVICE
ELEVATOR
PIT
ELEVATOR 1
PIT
ELEV. LOBBY
ELEVATOR 2
PIT
UP
STAIR 2
STAIR 1
TOTAL SPACES:
56 STALLS
1 4
2
3
5
6
7 8 9 1110
42
4132
35
3736
38
12 13 14 15 16 17 18 19 20
56
55
54
53
52
51
50 49
48
47
46
45
44
43
33
34
40
39
40
39
33
ROPE
ROPETOWER 5
31
232221
30292827262524
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R100
REFERENCE PLAN - LEVEL P1
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL P1 (7988')
Detailed Review
Application_Revised
14 SEP 2020
R200 1 ARRIVAL LOBBY
R200
2
R201
2
3 5' - 0"
BELL
CONCIERGE
PROPERTY LINE
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENTTOWER 4
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A101N
1
7,998.50'
7,999.10'
MA
T
C
H
L
I
N
E
GM
VESTIBULE
ELEVATOR 2
EMERGENCY
GENERATOR
MAIN ELECTRICAL
FIRE CONTROL
CENTER
HSK SUPPORT
ELEV. LOBBY
SERVICE
STAIR 02
RECEPTION
CONTROLLER
MENSWOMENS
TELECOM
FIRE PUMP
WATER ENTRY
ELEVATOR 1
VALET
LUGGAGE
ENGINEERING
SKI STORAGE
SECURITY
MULTI-USE
RECEIVING
CUST.
BREAK ROOMHR
ACCT
OFFICE
OWNERS
STORAGE
SALES
LOADING /
RECEIVING
UNIFORM
ADMIN
SERVICE
CORRIDOR
MECH
DN
PARKING GARAGE
VENTILATION
FIREPLACE
TRASH AND RECYCLING
approx. 12'x33' = 400sf
DEDICATED TRASH/RECYCLING AREA.
PERMANENT MARKINGS ON WALL AND FLOOR
TO INDICATE AREA NOT TO BE USED FOR ANY
OTHER PURPOSE.
GREASE
INTERCEPTOR
ROPE
ROPE
CPTSB AIRSPACE
REQUIREMENT
TOWER 6
TOWER 5
RETAIL
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R101
REFERENCE PLAN - LEVEL 01
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 01 (7999')
Detailed Review
Application_Revised
14 SEP 2020
R200 1
WARMING
KITCHEN
R200
2
R201
2
ELECTRICAL
MEETING /
BANQUET
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A102N
1
MECHANICAL
AFFORDABLE
HOUSING UNIT
8,009.50'
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
MEN
MTG STORAGE
KING
KING
KING
KING
ELEVATOR 2
SERVICE
STAIR 02
KING
KING
ELEVATOR 1
PRE-FUNCTION
SERVICE
CORRIDOR
STORAGE
CORRIDOR
WOMEN
F&B OFFICE
F&B SALES
GREEN ROOF
GREEN ROOF
1/8" / 1'-0"OPEN TO BELOWCPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R102
REFERENCE PLAN - LEVEL 02
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 02 (8009.5')
Detailed Review
Application_Revised
14 SEP 2020
5T
72
24
5T60
24
5T60
24
5T 48
24
5T 48
24
5T48
24
5T48
245T
48
24
5T72
18
5T72
18
5T72
18
5T72
18
5T
36
24
5T48
24
5T36
24
5T
72
24
5T36
14
5T30
14
JAN.
BEV/SERVER ICE
COOKEXPO
SERVICE
ADA
SERVICE
HOST
HOST
SERV.
PANTRY
SH
E
L
F
S
H
E
L
F
SH
E
L
F
SHELF
UNIVERSAL MOP 20- 8
H FISHER2445
D
C
D
DC
DBL RACK
CH
E
M
D H
H
C
H
C
14
5T72
14
5T72
R200 1
KITCHEN
R200
2
R201
2
OUTDOOR MECH.
CHILLER YARD
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A103N
1
RESTAURANT
MA
T
C
H
L
I
N
E
PROPERTY LINE
LIBRARY
1
D304
KING KING KING KING KING
8,020.50'
RESTROOM
RESTROOM
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R103
REFERENCE PLAN - LEVEL 03
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 03 (8020.5')
Detailed Review
Application_Revised
14 SEP 2020
R200 1
BOOT ROOM
R200
2
R201
2
OPEN TO
COOLING
TOWER
BELOW
FITNESS
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
WORLD CUP BAR
LIFT CENTERLINE
ALIGNMENT
TOWER 4
OPEN TO
BELOW
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A104N
1
A104S
1
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
Q/Q KING
KING KING
KING KING KING KING
KING EXT.Q/Q Q/Q KING
8,031.00'
8,031.00'
MECH
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
16
'
-
1
1
/
2
"
17
'
-
6
"
TOWER 6
TOWER 5
dn
STAIR 02 STAIR 03
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R104
REFERENCE PLAN - LEVEL 04
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 04 (8031')
Detailed Review
Application_Revised
14 SEP 2020
R200 1
R200
2
R201
2
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A105N
1 A105S
1
MA
T
C
H
L
I
N
E
PROPERTY LINE
RIDGEVALLEYVALLEY1
D304
1
D305
KING KING KING
Q/QQ/QKING EXT.
Q/Q
KING
KING EXT.
Q/Q
STAIR 02
KING
KING
ADA KINGKING
KING EXT.
CORRIDOR
Q/Q
KING KING
STAIR 03
SPA
8,041.50'
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
22
'
-
4
1
/
2
"
16
'
-
1
1
/
2
"
16
'
-
3
1
/
2
"
TOWER 6
TOWER 5
ELEVATOR 4
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R105
REFERENCE PLAN - LEVEL 05
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 05 (8041.5')
Detailed Review
Application_Revised
14 SEP 2020
R200 1
R200
2
R201
2
R2011
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A106N
1
A106S
1
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
1
D305
ADA KING
Q/QQ/QKING EXT.
KINGKINGKING KING
SUITE
SUITE
KINGKINGKINGKING
KING KING KING KING
KING
8,052.00'
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
23
'
-
5
1
/
2
"
23
'
-
4
"
16
'
-
1
1
/
2
"
16
'
-
3
1
/
2
"
TOWER 6
TOWER 5
STAIR 03
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R106
REFERENCE PLAN - LEVEL 06
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 06 (8052')
Detailed Review
Application_Revised
14 SEP 2020
R200 1
R200
2
R201
2
SPA EQUIP
R2011BOH
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A107N
1
A107S
1
8,062.50'
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
1
D305
KINGQ/QQ/Q
KING KING
ADA KING
KING
KING
KING
KING KING KING KING KING KING EXT.
KINGKINGKINGKING
KING
KING EXT.
VOID
VOID
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
23
'
-
4
"
28
'
-
2
"
23
'
-
3
1
/
2
"
TOWER 6
TOWER 5
STAIR 03
STAIR 04
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R107
REFERENCE PLAN - LEVEL 07
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 07 (8062.5')
Detailed Review
Application_Revised
14 SEP 2020
R200 1
FREE MARKET
R200
2
R201
2
FREE MARKET FREE MARKET
FREE MARKET
R2011
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
LIFT CENTERLINE
ALIGNMENT
AJ
SPA
12' X 28'2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A108S
1
8,074.00'
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
1
D305
8,073.00'
8,067.70'
8,067.75'
8,073.00'
2,000sf2,000sf
2,000sf 2,000sf
8,072.95'
8,072.95'
STORAGE/SUPPORT
UNISEX UNISEX
UNISEX
ELEVATOR 4
STAIR 03
ROPE
ROPETOWER 4
23
'
-
4
"
23
'
-
0
1
/
2
"
23
'
-
3
"
TOWER 6
TOWER 5
8,074.00'
8,070.55'
8,074.00'
8,074.00'
STAIR 04
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R108
REFERENCE PLAN - LEVEL 08
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 08 (8073')
Detailed Review
Application_Revised
14 SEP 2020
R200 1
FREE MARKET
FREE MARKET
R200
2
R201
2
FREE MARKET
FREE MARKET
R2011
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
LIFT CENTERLINE
ALIGNMENT
AJ
2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A109S
1
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
1
D305
open to below
open to below
8,084.00'
8,084.00'
ROPE
ROPE
TOWER 4
23
'
-
4
"
22
'
-
2
"
24
'
-
3
1
/
2
"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R109
REFERENCE PLAN - LEVEL 09
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 09 (8082')
Detailed Review
Application_Revised
14 SEP 2020
R200 1
R200
2
R201
2
R2011
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
LIFT CENTERLINE
ALIGNMENT
CPTSB AIRSPACE
REQUIREMENT
TOWER 6
TOWER 4
AJ
2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A110N
1
A110S
1
MA
T
C
H
L
I
N
E
RIDGEVALLEYVALLEYRIDGE
RI
D
G
E
RI
D
G
E
RIDGEVALLEYVALLEYRIDGEVALLEYVALLEYRI
D
G
ERIDGEPROPERTY LINE
8,074.00'8,075.40'
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
1" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3" / 1'-0"
3" / 1'-0"
FLAT ROOF
FLAT ROOF
FLAT
ROOF
FLAT
ROOF
FLAT
ROOF
3"
/ 1'-
0"
3"
/ 1'-
0"
OCCUPIABLE ROOF
1
D305
ROPE
ROPE
19
'
-
0
1
/
2
"
22
'
-
2
"
16
'
-
2
1
/
2
"
16
'
-
1
1
/
2
"
TOWER 5
FLAT ROOF W/ INTERNAL DRAINS
AND VEGETATION
DIAMOND PATTERN SOLAR TILES
POOL DECK TERRACE -
FLAT ROOF W/ INTERNAL DRAINS
AND PEDESTAL PAVER SYSTEM
ROOF LEGEND
FLAT ROOF W/ INTERNAL DRAINS
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R110
REFERENCE PLAN - ROOF
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 ROOF
Detailed Review
Application_Revised
14 SEP 2020
LEVEL 01 (7999')
78' - 6"
LEVEL 02 (8009'-6")
89' - 0"
LEVEL 03 (8020'-6")
100' - 0"
LEVEL 04 (8031')
110' - 6"
LEVEL 05 (8041'-6")
121' - 0"
LEVEL 06 (8052')
131' - 6"
LEVEL 07 (8062'-6")
142' - 0"
LEVEL 08 (8073')
152' - 6"
LEVEL 09 (8082')
162' - 6"
ROOF (8098'-6")
178' - 0"
AF AD ABAEAK.5 AK AI ACAGAHAJAO
1/D3122/D3121/D3132/D313
LEVEL 01 (7999')
78' - 6"
LEVEL 02 (8009'-6")
89' - 0"
LEVEL 03 (8020'-6")
100' - 0"
LEVEL 04 (8031')
110' - 6"
LEVEL 05 (8041'-6")
121' - 0"
LEVEL 06 (8052')
131' - 6"
LEVEL 07 (8062'-6")
142' - 0"
LEVEL 08 (8073')
152' - 6"
LEVEL 09 (8082')
162' - 6"
ROOF (8098'-6")
178' - 0"
14 12 10 8 46161820 231917151311759 121
ALLOWABLE DORMER PER 26.575.020.F.2.g
HIGHEST RIDGE POINT AT ELEVATION 8,077.4'
ACCEPTABLE STAIR / ELEVATOR OVERRUN
PER 26.575.020.f.4.c
HIGHEST CORNER AT ELEVATION 8,082.65'
ALLOWABLE DORMER PER 26.575.020.F.2.g
ACCEPTABLE ELEVATOR OVERRUN PER
26.575.020.f.4.c
HIGHEST CORNER AT ELEVATION 8,090.5'
ALLOWABLE DORMER PER 26.575.020.F.2.g
HIGHEST RIDGE POINT AT ELEVATION 8,097.00'
METAL CLAD WOOD WINDOWS, TYP.
HEAVY TIMBER POSTS, STAINED
WOOD BALCONY RAILING
STONE VENEER
WOOD SIDING, TYP.
ROOFTOP POOL TERRACE W/ GLASS RAILING
ACCEPTABLE PERMANENT ROOFTOP AMENITY
PER 26.575.020.f.4.k
ROOF MID-POINT
8,039.75' T.O. SHEATHING
ROOF MID-POINT
8,065.00' T.O. SHEATHING
ROOF MID-POINT
8,073.35' T.O. SHEATHING
8,088.20' T.O. SHEATHING
ROOF MID-POINT
8,097.15' T.O. SHEATHING
ROOF MID-POINT
PROPOSED GRADE 40'-0" OFFSET
INTERPOLATED NATURAL GRADE 40'-0" OFFSET
INTERPOLATED NATURAL GRADE
1/D3061/D307
1/D308
1/D309
1/D310 1/D311
LINE OF DECK SURFACE BEYOND
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D200
BUILDING ELEVATIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 NORTH ELEVATION
SCALE:1/16" = 1'-0"2 EAST ELEVATION
Detailed Review
Application_Revised
14 SEP 2020
LEVEL 01 (7999')
78' - 6"
LEVEL 02 (8009'-6")
89' - 0"
LEVEL 03 (8020'-6")
100' - 0"
LEVEL 04 (8031')
110' - 6"
LEVEL 05 (8041'-6")
121' - 0"
LEVEL 06 (8052')
131' - 6"
LEVEL 07 (8062'-6")
142' - 0"
LEVEL 08 (8073')
152' - 6"
LEVEL 09 (8082')
162' - 6"
ROOF (8098'-6")
178' - 0"
141210846 16 18 202319171513117591 21
8,039.75' T.O. SHEATHING
ROOF MID-POINT
8,065.00' T.O. SHEATHING
ROOF MID-POINT
8,073.35' T.O. SHEATHING
ROOF MID-POINT
8,090.00' T.O. SHEATHING
ROOF MID-POINT
8,097.15' T.O. SHEATHING
ROOF MID-POINT
INTERPOLATED NATURAL GRADE 40'-0" OFFEST
PROPOSED GRADE 40'-0" OFFSET
METAL CLAD WOOD WINDOWS
HEAVY TIMBER POSTS, STAINED
WOOD SIDING, TYP
WOOD BALCONY RAILING
ALLOWABLE DORMER PER 26.575.020.F.2.g
ACCEPTABLE ELEVATOR OVERRUN PER
26.575.020.f.4.c
HIGHEST CORNER AT ELEVATION 8,090.5'
ALLOWABLE DORMER PER 26.575.020.F.2.g
HIGHEST RIDGE POINT AT ELEVATION 8,097.00'
ROOFTOP POOL TERRACE W/ GLASS RAILING
ACCEPTABLE PERMANENT ROOFTOP AMENITY
PER 26.575.020.f.4.k
ALLOWABLE DORMER PER 26.575.020.F.2.g
HIGHEST RIDGE POINT AT ELEVATION 8,077.4'
ACCEPTABLE STAIR / ELEVATOR OVERRUN
PER 26.575.020.f.4.c
HIGHEST CORNER AT ELEVATION 8,082.65'
STONE VENEER
STAIR BEYOND
INTERPOLATED NATURAL GRADE
1/D3071/D306
1/D308 1/D309
1/D3101/D311
LINE OF ROOF DECK BEYOND
LEVEL 07 (8062'-6")
142' - 0"
LEVEL 08 (8073')
152' - 6"
LEVEL 09 (8082')
162' - 6"
ROOF (8098'-6")
178' - 0"
BIBN BDBTBRBEBJ.2 BG.5BQ
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D201
BUILDING ELEVATIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
Detailed Review
Application_Revised
14 SEP 2020
SCALE:1/16" = 1'-0"2 WEST ELEVATION
SCALE:1/16" = 1'-0"1 SOUTH ELEVATION
LEVEL 01 (7999')
78' - 6"
LEVEL 02 (8009'-6")
89' - 0"
LEVEL 03 (8020'-6")
100' - 0"
LEVEL 04 (8031')
110' - 6"
LEVEL 05 (8041'-6")
121' - 0"
LEVEL 06 (8052')
131' - 6"
LEVEL 07 (8062'-6")
142' - 0"
LEVEL 08 (8073')
152' - 6"
LEVEL 09 (8082')
162' - 6"
ROOF (8098'-6")
178' - 0"
PARKING 1 (7988')
67' - 6"
141210846 16 18 202319171513117591 21
8,039.75' T.O. SHEATHING
ROOF MID-POINT
8,065.00' T.O. SHEATHING
ROOF MID-POINT
8,073.35' T.O. SHEATHING
ROOF MID-POINT
8,090.00' T.O. SHEATHING
ROOF MID-POINT
8,097.15' T.O. SHEATHING
ROOF MID-POINT
INTERPOLATED NATURAL GRADE 40'-0" OFFEST
PROPOSED GRADE 40'-0" OFFSET
METAL CLAD WOOD WINDOWS
HEAVY TIMBER POSTS, STAINED
WOOD SIDING, TYP
WOOD BALCONY RAILING
ALLOWABLE DORMER PER 26.575.020.F.2.g
ACCEPTABLE ELEVATOR OVERRUN PER
26.575.020.f.4.c
HIGHEST CORNER AT ELEVATION 8,090.5'
ALLOWABLE DORMER PER 26.575.020.F.2.g
HIGHEST RIDGE POINT AT ELEVATION 8,097.00'
ROOFTOP POOL TERRACE W/ GLASS RAILING
ACCEPTABLE PERMANENT ROOFTOP AMENITY
PER 26.575.020.f.4.k
ALLOWABLE DORMER PER 26.575.020.F.2.g
HIGHEST RIDGE POINT AT ELEVATION 8,077.4'
ACCEPTABLE STAIR / ELEVATOR OVERRUN
PER 26.575.020.f.4.c
HIGHEST CORNER AT ELEVATION 8,082.65'
STAIR BEYOND
INTERPOLATED NATURAL GRADE
CONCEPTUAL GRADE OVERLAY
CONCEPTUAL APPROVAL
CURRENT
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D202
WEST ELEVATION OVERLAY
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
Detailed Review
Application_Revised
14 SEP 2020
SCALE: 1/16" = 1'-0"1 WEST ELEVATION
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A801
MATERIAL BOARD
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
Detailed Review
Application_Revised
14 SEP 2020
EXTERIOR MATERIALS PALETTE
DRY STACK GREY STONE
-REGIONALLY SOURCED
-RANDOM ASHLAR PATTERN
-TO BE USED ON RETAINING WALLS LABELED AS TYPE A
ON SITE PLAN.
1x6 OR 1x8 WOOD CLADDING
-CLEAR STAIN WITH INTEGRATED FIRE RETARDANT
COMPLIANT WITH IBC 2303.2
-HORIZONTAL AND VERTICAL APPLICATIONS
SUNSTYLE PHOTOVOLTAIC ROOF
-GREY SHINGLES
-35"x35" PANELS WITH APPROXIMATE 26"x26" EXPOSURE
-OCCURS AT SLOPED ROOFS
WOOD SOFFITS AND BEAMS
-T&G WOOD SOFFIT BOARDS
-HEAVY TIMBER COLUMNS, BEAMS, AND PURLINS
WOOD BALCONY RAILINGS
-WOOD POSTS WITH DECORATIVE CAP FLASHING
-HORIZONTAL WOOD RAILS
-VERTICAL PICKETS WITH DECORATIVE CUTOUTS AT
SELECT LOCATIONS
GREEN ROOF
-DROUGHT TOLERANT, REGIONAL SPECIFIC VEGETATION
LAZER CUT METAL SCREEN
-UTILIZED FOR SCREENING TRANSFORMERS AND
CUSTOM LOUVERS AT LOADING DOCK
CRAFTED METAL CONNECTIONS
ZOLA ALUMINUM CLAD WOOD WINDOWS AND DOORS
-DARK ALUMINUM EXTERIOR CLADDING
CUSTOM METAL GUTTERS & DOWNSPOUTS
-GALVANIZED METAL
EXTERIOR PAVERS W/ SNOWMELT SYSTEM
-GRAY GRANITE
1x8 HORIZONTAL FRT WOOD CLADDING
1x8 VERTICAL FRT WOOD CLADDING
T&G WOOD SOFFITS
GREEN ROOF
SUNSTYLE PHOTOVOLTAIC ROOF
WOOD BALCONY RAILINGS
ZOLA ALUMINUM CLAD WOOD WINDOWS AND
DOORS
DRY STACK GREY STONE
HEAVY TIMBER COLUMNS, BEAMS AND PURLINS
EXTERIOR PAVERS W/ SNOWMELT SYSTEM
5" THICK STONE CAP
EXPOSED GALVANIZED 2HR STEEL COLUMN AT REVEAL
CAPLESS CLEAR GLASS RAILING AT ROOF
TERRACE
BALCONY MOUNTED FLOWER BOXES (BY OWNER)
CUSTOM METAL DOWNSPOUTS
CUSTOM WOOD OUT-SWING CARRIAGE DOORS
-LOADING DOCK / GARAGE ENTRY DOORS
5T72
24
5T72
24
5T
60
24
5T
60
24
5T
60
24
5T
60
24
5T 36
24
5T66
24
5T
72
24
5T
72
24
BEV/SERVICE
DISH
ASSEMBLYPLATING STOR.
HOTHOLDING
REF.
REF.
FR.FR.
STORAGE
ICE
D
WINS
T
O
N
CAC
-
5
2
2
D
WIN
S
T
O
N
CAC-
5
2
2
D
WIN
S
T
O
N
CAC-
5
2
2
DBL RACK
TRUE T-49F TRUE T-49F
U N IVER SAL MOP 20-8
1331NEW AGE
1331NEW AGE
1331NEW AGE
AIRIN
DD
C AIROUT
HOSH
I
Z
A
K
I
K
M
-
1
3
0
1
S
A
H
3
D
1331NEW AGE
RDRD
RDRD
5T
72
24
5T60
24
5T60
24
5T 48
24
5T 48
24
5T48
24
5T48
245T
48
24
5T72
18
5T72
18
5T72
18
5T72
18
5T
36
24
48
24
36
24
5T
72
24
5T36
14
5T30
14
JAN.
BEV/SERVER ICE
COOKEXPO
SERVICE
ADA
SERVICE
HOST
HOST
SERV.
PANTRY
SH
E
L
F
S
H
E
L
F
SH
E
L
F
SHELF
UNIVERSAL MOP 20-8
H FISHER2445
D
C
D
DBL RACK
CH
E
M
D H
H
C
H
C
14
5T72
14
5T72
LODGE
COMMERCIAL
RESIDENTIAL
AFFORDABLE HOUSING
NON-UNIT SPACE (SHARED)
EXEMPTIONS
OPEN TO BELOW
USE LEGEND
*FAR CALCULATED PURSUANT
TO LAND USE CODE SECTION
26.575.020
NOTE: CALCULATIONS SUBJECT TO CHANGE AS BUILDING DESIGN IS
REFINED DURING PERMITTING STAGE
A
B
C
D
133' - 2"
211' - 11"
133' - 2"
211' - 11"
1'
-
0
"
10
'
-
0
"
1'
-
0
"
10
'
-
0
"
EXPOSED WALL
(Xlf) x X'(h) = XXXX SF
PERCENTAGE OF EXPOSED EXTERIOR WALL = 00%
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
NON EXPOSED WALL
598LF X 10'(h) = 5980 sf
NON-UNIT SPACE =20,284 sf
20,284 sf
A
B
C
D
E
133' - 2"
7' - 5 1/2"13' - 8"3' - 2"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
147' - 8"
11' - 0"34' - 4"2' - 8"
EXPOSED WALL
180.5lf x 9'(h)=1,624.5 sf
NON EXPOSED WALL
483.75lf x9'(h) = 4,353.75 sf
PERCENTAGE OF EXPOSED EXTERIOR WALL = 27%
EXP WALL sf(1624.5) / (EXP+NON EXP)sf(5978.25sf)= 27%
COMMERCIAL=
LODGE=
NON-UNIT SPACE =
EXEMPTIONS = (-100 sf)
180 sf
2,986 sf
9,611 sf
11,598 sf
44' - 7"
F
G H
I J
20' - 0"84' - 9"
4' - 10 1/2"
18' - 6"
15' - 9 1/2"
9' - 5 1/2"
K
4' - 10 1/2"
27' - 4"80' - 11"
L
A
B
C
D
G
21' - 0"71' - 0"20' - 8"
26' - 3"
6' - 8"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
(305.5 lf) x 9'(h) -
roof = 2,749.5 SF
NON EXPOSED WALL
134.3(lf) x 9'(h) = 1,208.7 SF
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
EXP WALL SF (2749.5 SF ) /(EXP + NON EX PSF) (3,958.2 sf) = 69.5%
PERCENTAGE OF EXPOSED EXTERIOR WALL = 69.5%
LODGE=
NON-UNIT SPACE =
COMMERCIAL=
8,769 sf
1,638 sf
838 sf
11,245 sf
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
30' - 0"110' - 1 1/2"
93' - 9"26' - 1 1/2"20' - 3"
E
15' - 9"
9'
-
0
"
F
1' - 10"
9'
-
0
"
H
1' - 7"
9'
-
0
"
A
B
C
D
F
96' - 0"11' - 10"
25' - 0"88' - 4 1/2"
49' - 0"
113' - 3"
6' - 8 1/2"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
EXP WALL SF (2758.5 SF ) /(EXP + NON EX PSF) (4101.3 sf) = 67.3%
PERCENTAGE OF EXPOSED EXTERIOR WALL = 67.3%
EXPOSED WALL
306.5(lf) x 9(h) = 2,758.5 sf
NON EXPOSED WALL
149.2(lf) x 9'(h) = 1,342.8 SF
LODGE=
COMMERCIAL =
NON-UNIT SPACE =
2,858 sf
5,723 sf
2,664 sf
11,245sf
58' - 10"
E
6' - 8 1/2"
A
B
C
D
133' - 8"
10' - 4 1/2"123' - 4"
1'
-
6
"
9'
-
6
"
1'
-
6
"
9'
-
6
"
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
EXPOSED WALL
212.5'(lf)x9.5'(h)=2,018.75 sf NON EXPOSED WALL
298.67'(lf) x 9.5'(h) =2837.37 sf
PERCENTAGE OF EXPOSED EXTERIOR WALL =41.57%
EXP WALLsf (2,018.75 sf) / EXP +EX SF (4,856.12 sf) = 41.57 %
LODGE=
COMMERCIAL =
NON-UNIT SPACE =
AFFORDABLE HOUSIING =
8,178 sf
742 sf
2,735 sf
804 sf
12,459 sf
9'
-
6
"
9'
-
6
"
9'
-
6
"
75' - 7"26' - 1"20' - 11"
122' - 7 1/2"
20284 SF
NON-UNIT SPACE (SHARED)
14121084
AF
AD
AB
AE
AK.5
6
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
15131175
A
B
C
D
B
133
'
-
0
3
/
4
"
211' - 11 5/8"
133
'
-
0
3
/
4
"
91
BT
BR
BE
BJ.2
BG.5
BQ
ramp up
slope dn
slope dn
LODGE = 2986 sf
NON-UNIT SHARED SPACE = 9611 sf
RAMP DN
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
A
B
C
H
J
91
BT
BR
BE
BJ.2
BG.5
21
BQ
D
E
G
I
K
L
COMMERCIAL = 180 sf
F
LODGE = 8178 SF
NON-UNIT SHARED
SPACE = 2735 Sf
AFFORDABLE HOUSING = 804 SF
COMMERCIAL = 742 SF
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
A
C
OPEN
91
BT
BR
BE
BJ.2
BG.5
21
BQ
BD
2858 SF
LODGE
NON-UNIT SPACE
(SHARED) = 2664 SF
COMMERICAL = 5723 SF
exterior
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
A
B
C
D
E
F
91
BT
BR
BE
BJ.2
BG.5
21
BQ
NON-UNIT SPACE= 1,638 SF
LODGE
8,769 SF
COMMERCIAL
838SF
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
open to below
D
G
91
BT
BR
BE
BJ.2
BG.5
21
BQ
areawell
vo
i
d
u
n
d
e
r
r
o
o
f
vo
i
d
u
n
d
e
r
r
o
o
f
B
H
C
F
E
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G031
PROPOSED FLOOR AREA CALCULATIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 40'-0"1 PARKING LEVEL 01_FAR
SCALE:1" = 40'-0"2 LEVEL 01_FAR
SCALE: 1" = 40'-0"3 LEVEL 02_FAR
SCALE: 1" = 40'-0"4 LEVEL 03_FAR
SCALE: 1" = 40'-0"5 LEVEL 04_FAR
Detailed Review
Application_Revised
14 SEP 2020
RDRD RDRD
RDRD RDRD
RDRD RDRD
FDFD
FDFD
FDFD FDFD
FDFD FDFD
RDRD
RDRD
RDRD
LODGE
COMMERCIAL
RESIDENTIAL
AFFORDABLE HOUSING
NON-UNIT SPACE (SHARED)
EXEMPTIONS
OPEN TO BELOW
USE LEGEND
*FAR CALCULATED PURSUANT
TO LAND USE CODE SECTION
26.575.020
NOTE: CALCULATIONS SUBJECT TO CHANGE AS BUILDING DESIGN IS
REFINED DURING PERMITTING STAGE
A
B
D
F
G
43' - 6"
14' - 10"
45' - 0"135' - 9"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
442.6lf) x 9'(h) = 3983.4 sf
NON EXPOSED WALL
(167.5lf) x 9'(h) = 1507.5 sf
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
137' - 3"
79' - 0"
27' - 10"
C
1' - 6"
H
12' - 0"
EXP WALL sf (3983.4 sf ) /(EXP + NON EX sf) (5490.9 sf) = 72.54%
PERCENTAGE OF EXPOSED EXTERIOR WALL = 72.54%
LODGE=
NON-UNIT SPACE =
13,091 sf
990 sf
14,081 sf
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
I
7' - 4 1/2"
J
107' - 6 1/2"
9'
-
0
"
9'
-
0
"E
1' - 5"
9'
-
0
"
9'
-
0
"
A
B
C
E
162' - 3"
16' - 0"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
(434.45lf) x 9'(h) = 3910sf
NON EXPOSED WALL
(140.75lf) x 9'(h) = 1266.75 sf
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
34' - 0"
86' - 6"
EXP WALL SF (3910 sf ) /(EXP + NON EX PSF) (5176.75 sf) = 75.5%
PERCENTAGE OF EXPOSED EXTERIOR WALL =75.5%
LODGE=
NON-UNIT SPACE =
10,895 sf
990 sf
11,885 SF
9'
-
0
"
9'
-
0
"
9'
-
0
"
72' - 9"
D
34' - 0"162' - 3"
9'
-
0
"
9'
-
0
"
F
G
2' - 3"
9'
-
0
"
5' - 4"
9'
-
0
"
A
B
C
D
E
F
192' - 0"
16' - 0"
5' - 6"
81' - 7"
192' - 0"
5' - 6"
G
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
(469.67lf) x 9'(h) = 4,227 sf
NON EXPOSED WALL
(81.7lf) x 9'(h) = 735.3 sf
PERCENTAGE OF EXPOSED EXTERIOR WALL = 85.2%
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
H
12' - 0"46' - 8"
LODGE=
NON-UNIT SPACE =
11,992 sf
573 sf
12,565 sf
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
9'
-
0
"
EXP WALL SF (4227 sf ) /(EXP + NON EX PSF) (4962.3 sf) = 85.2%
EXEMPTIONS =432 sf
A
B
C
D
103' - 7 1/2"
74' - 9"
103' - 7 1/2"
74' - 9"
1'
-
6
"
9'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
(356.77lf) x 9'(h) = 3210.9 SF
NON EXPOSED WALL
(0lf) x 0'(h) = 0 SF
PERCENTAGE OF EXPOSED EXTERIOR WALL = 100%
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
RESIDENTIAL =
NON-UNIT SPACE =
5,441 sf
1,076 sf
6,517 sf
EXEMPTIONS = 457sf
A
B
C
D
70' - 0"
1'
-
6
"
13
'
-
0
"
1'
-
6
"
9'
-
0
"
EXPOSED WALL
= 2896 SF
NON EXPOSED WALL
(0lf) x X'(h) = 0 SF
PERCENTAGE OF EXPOSED EXTERIOR WALL = 100%
*FLOOR STRUCTURE NOT
INCLUDED PER 26.575.020.D.8
RESIDENTIAL =3,192 sf
3,192 sf
75' - 0"
13
'
-
0
"
8'
-
0
"
8'
-
0
"
13
'
-
0
"
32' - 0"
13
'
-
0
"
13091 SF
LODGE
NON-UNIT SPACE = 990
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
A
C
G
B
91
BT
BR
BE
BJ.2
BG.5
21
BQ
E
D
F
H
I
J
10895 SF
LODGE
NON-UNIT SPACE = 990 SF
B
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
G
9
BT
BE
BJ.2
BG.5
21
BQ
A
C
D
E
F
11992 SF
LODGE
NON-UNIT SPACE (SHARED)
573 sf
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
B
G
9
BT
BR
H
BE
BJ.2
BG.5
C
21
BQ
D
F
VOID
UNDER
ROOF
VOID
UNDER
ROOF
A
E
C
A
NON-UNIT SPACE = 1,027 SF
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
VOID
91
BT
BR
BE
BJ.2
BG.5
21
BQ
BD
RESIDENTIAL = 5441 SF
RESIDENTIAL= 3192
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
191715131175
D
91
BT
BR
BJ.2
BG.5
21
BQ
A
B
C
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G032
PROPOSED FLOOR AREA CALCULATIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 40'-0"1 LEVEL 05_FAR
SCALE: 1" = 40'-0"2 LEVEL 06_FAR
SCALE: 1" = 40'-0"3 LEVEL 07_FAR
SCALE:1" = 40'-0"4 LEVEL 08_FAR
SCALE: 1" = 40'-0"5 LEVEL 09_FAR
Detailed Review
Application_Revised
14 SEP 2020
5T72
24
5T72
24
5T
60
24
5T
60
24
5T
60
24
5T
60
24
5T 36
24
5T66
24
5T
72
24
5T
72
24
BEV/SERVICE
DISH
ASSEMBLYPLATING STOR.
HOTHOLDING
REF.
REF.
FR. FR.
STORAGE
ICE
DC
WINST
O
N
CAC-
5
2
2
D
C
WIN
S
T
O
N
CAC-5
2
2
D
C
WIN
S
T
O
N
CAC-5
2
2
DBL RACK
TRU
E
T
-
4
9
F
TRUE
T
-
4
9
F
TRUE T-49F TRUE T-49F
U N IVER SAL MOP 20-8
HCFISHER2445
1331NEW AGE
1331NEW AGE
1331NEW AGE
AIRIN
DD
C AIROUT
H
O
S
H
I
Z
A
K
I
K
M
-
1
3
0
1
S
A
H
3
D
1331NEW AGE
RDRD
RDRD
5T
72
24
5T60
24
5T60
24
5T 48
24
5T 48
24
5T48
24
5T48
245T
48
24
5T72
18
5T72
18
5T72
18
5T72
18
5T
36
24
48
24
36
24
5T
72
24
5T36
14
5T30
14
JAN.
BEV/SERVER ICE
COOKEXPO
SERVICE
ADA
SERVICE
HOST
HOST
SERV.
PANTRY
SH
E
L
F
S
H
E
L
F
SH
E
L
F
SHELF
UNIVERSAL MOP 20-8
H FISH ER2445
D
C
D
DC
DBL RACK
CH
E
M
D H
H
C
H
C
14
5T72
14
5T72
RDRD RDRD
RDRD RDRD
RDRD RDRD
FDFD
FDFD
RDRD
RDRD
RDRD
LEASABLE
LIVABLE -LODGE
LIVABLE -RESIDENTIAL
LIVABLE -AFFORDABLE HOUSING
LEASABLE / LIVABLE LEGEND
*LEASABLE / LIVABLE
CALCULATED PURSUANT
TO LAND USE CODE
SECTION 26.575.020.I.
NOTE: CALCULATIONS SUBJECT TO CHANGE AS BUILDING DESIGN IS
REFINED DURING PERMITTING STAGE
COMMERCIAL = 180SF
LODGE = 2394 SF
COMMERCIAL = 548 SF (BELOW
GRADE 25% REDUCTION
APPLIES)
AFFORDABLE HOUSING = 750 SF
LODGE = 1944 SF
COMMERCIAL = 4126 SF
(BELOW GRADE 25% REDUCTION APPLIES)
LODGE = 5010 SF
COMMERCIAL = 801 SF
LODGE = 7704SF
LODGE = 7858 sf
LODGE = 9,112 sf
FREE MARKET= 5072
FREE MARKET = 2928 SF
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G033
PROPOSED FLOOR AREA CALCULATIONS
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 40'-0"1 LEVEL 01_LEASABLE
SCALE: 1" = 40'-0"2 LEVEL 02_LEASABLE
SCALE: 1" = 40'-0"3 LEVEL 03_LEASABLE
SCALE:1" = 40'-0"4 LEVEL 04_LEASABLE
SCALE: 1" = 40'-0"5 LEVEL 05_LEASABLE
SCALE: 1" = 40'-0"6 LEVEL 06_LEASABLE
SCALE:1" = 40'-0"7 LEVEL 07_LEASABLE
SCALE: 1" = 40'-0"8 LEVEL 08_LEASABLE
SCALE: 1" = 40'-0"9 LEVEL 09_LEASABLE
Detailed Review
Application_Revised
14 SEP 2020
7
9
9
5
15' OFFSET FROM
EXTERIOR WALL @ GRADE
8060
805580
5
0
8065
8 0 7 0
8075
80
4
5
80
4
0
8035
8030
8025
8020
8010
8000
8000
8010
8 0 1 5
8 0 2 0
802580308035
8040 8045
8050
8055 8060
8065
8070
8,079.00'
1
2
3
4
5
6
7
8
9
10
1112
13
14
15
16
17
18
1920
21
22
2324
25
26
2728
29
30
31
32
33
34
3536
37
38
39
40
41
42
43
44
45
46
8,099.90'FA
C
E
O
F
E
X
T
E
R
I
O
R
W
A
L
L
8,099.90'
8055
80
6
5
80
6
0
80
5
0
80
4
5
80
4
0
8,072.80'8,076.05'8,071.95'
8,072.80'8,076.05'
8,072.80'
80
3
5
80
3
0
80
2
5
80
2
0
8,095.55'
8,095.05'
8,090.70'
8,090.70'8,090.70'
8,090.50'
8,097.00'
8,090.70'
8,083.15'
8,077.45'
8,075.75'
8,076.95'
8,053.65'8,053.65'
8,068.50'
8,079.00'
8,079.00'
8,053.65'
8,052.20'
8,072.90'
8,077.40'
8,052.20'
8,052.20'
8,053.65'
8,031.75'
8,031.75'
8,041.20'
8,031.75'
8,031.75'
8,020.45'
8,015.45'
8,009.45'
8,030.90'8,030.90'
8,083.15'
8075
8015
8005
8,096.45'
8,095.25'
8,095.15'
8,095.25'
8,045.90'8,045.90'
8,074.00'
8,075.40'
8,075.40'
8,074.00'
8,096.40'
47
8,076.65'
4849
50
51
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G034
HEIGHT PLAN - PROPOSED GRADE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 HEIGHT PLAN - PROPOSED GRADE
Detailed Review
Application_Revised
14 SEP 2020
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
RIDGEVALLEYVALLEYRIDGE
RI
D
G
E
RI
D
G
E
RIDGEVALLEYVALLEYRIDGEVALLEYVALLEYRI
D
G
E
FLAT ROOFRIDGEPROPERTY LINE
8,074.00'8,075.40'
1
1
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
1" / 1'-0"
1
1
1
1
1
1
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
FLAT ROOF
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3" / 1'-0"
3" / 1'-0"
2
2
2
2
2
2
2
2
OCCUPIABLE ROOF
FLAT
ROOF
FLAT
ROOF
FLAT
ROOF
1
1
1
3"
/ 1'-
0"
3" / 1'-0"
SPA
TIMBER SNOW FENCE SYSTEM
LEGEND
1
OSHA FALL PROTECTION ANCHOR2
AREA OF SNOW MELT
FLAT ROOF W/ INTERNAL DRAINS
AND VEGETATION
DIAMOND PATTERN SOLAR TILES
POOL DECK TERRACE -
FLAT ROOF W/ INTERNAL DRAINS
AND PEDESTAL PAVER SYSTEM
ROOF LEGEND
FLAT ROOF W/ INTERNAL DRAINS
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G050
SNOW SHEDDING ROOF PLAN
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
0'4'8'16'
SCALE:1/16" = 1'-0"1 SNOW SHEDDING PLAN
Detailed Review
Application_Revised
14 SEP 2020
3"
/
1
'
-
0
"
1" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
Calculated pursuant to City of Aspen Land Use Code Section 26.575.020.F.2.g
DORMER SF / TOTAL ROOF SF = DORMER COVERAGE
DORMERS
Zone 1: 540sf / 2,156sf = 25%
Zone 2: 3,692sf / 8,656sf = 43%
Zone 3: 0sf / 606sf = 0%
Zone 4: 2,279sf / 7,454sf = 30%
Zone 5: 0sf / 1,359sf = 05
Zone 6: 1,624sf / 5,621sf = 29%
Total: 8,135sf / 25,852sf = 31%
5
5
6 4 3 2 1
ZONEZONE
ZONE
ZONE ZONE ZONE
ZONE
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G051
DORMER PLAN
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
Detailed Review
Application_Revised
14 SEP 2020
0'4'8'16'
SCALE:1/16" = 1'-0"1 ROOF_DORMER CALCULATIONS
x
SWITCH
GEAR
RECLOSE
R
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
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>
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>
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>
>
PLANTER
PLANTER
TW: 92.52
TW: 93.63
TW: 97.50
TW: 98.00
TW: 98.00
TW: 98.00
TW: 99.55
FUTURE TW: TBD
TW: 04.00
TW: 04.00
TC: 93.73
TC: 93.94
TC: 96.01
TC: 95.83
TC: 97.39
TC: 97.50
TC: 00.16
TC: 01.34
TC: 01.01
ME: 93.7'±
ME: 91.4'±
ME: 90.2'±
15
.
2
%
1
6
.
4
%
4
.
9
%
5
.
0
%
3
.
0
%
2.
0
%
3.
0
%
8.
3
%
8.
3
%
2.0%
2.0%
2.0%
3.5%
3.9%
4.0%
3.5%
3.5%
2.0
%
2.0
%
1
.
9
%
2
.
0
%
2
.
0
%
2
.
0
%
1.0%
2.2
%
2.2
%
2.
8
%
2.
8
%
2.
8
%
2.
8
%
2.
0
%
4.9%
1.4
%
1.2
%
2.
0
%
2.
0
%
2.0%
1.8%
1
.
9
%
1
.
7
%
2
.
0
%
1.
8
%
2
.
0
%
2.0%
2.0%3.0%
3.0%
1
.
8
%
0.
8
%
1.
0
%
2.5
%
0.7%
2.
7
%
1.0%
1.1
%
0.7%
2.1%
4.9
%
2.3
%
1
.
9
%
2.
6
%
2.6%
1
.
7
%
2.0
%
1.
8
%
2.0
%
10
.
3
%
15
.
6
%
15
.
6
%
16
.
9
%
2.
6
%
3.6%
TC: 99.36 TC: 99.08
HIGH POINT
TOP:7999.08'
RIM: 98.87
FFE:7999.10'
2.0%
TC: 98.77
RIM: 98.87TC @ HP: 99.50
TC @ HP: 99.50
TC: 99.37
TC: 99.26
TC: 99.30
TC: 99.11
FL: 99.17
TC: 99.32
FL: 99.02
TC: 99.11
TC: 99.20
TC: 99.24
TC: 98.93
FL: 98.47
FL: 98.15
TC: 99.14
TC: 98.74
TC: 98.75
TC: 98.88
TC: 98.75
TC: 98.75
TC: 99.24
TC: 99.24
TC: 98.56
TC: 98.50
TC: 98.50
TC: 98.92
TC: 97.87
TC: 97.06
TC: 92.99
TC: 91.45
TC: 90.22
STA: 1+20.02
TOC:8000.25'
CENTERLINE
HIGH POINT
TC: 99.42
2.0%
2.0%
6.4%
5.7%
2.0%
1.9%
1.
5
%
3
.
0
%
TBC: 99.27
TBC: 99.76
TBC: 00.19
TBC: 99.95
TBC: 98.21
TBC: 98.37
TBC: 98.51
TBC: 98.87
TBC: 99.83
TBC: 99.76
TBC: 99.21
TBC: 99.79
TBC: 00.27
TBC: 01.19
TBC: 00.91
TBC: 98.89
TBC: 98.05
TBC: 93.10
TBC: 91.13
TBC: 91.47
TBC: 93.39
TBC: 95.15
TBC: 97.32 TBC: 97.51
TBC: 97.62
TBC: 97.71
TBC: 97.64
TBC: 97.75
FL: 97.31
FL:7997.25'
TW: 98.00
RIDGE LINE
2.0%
12.0%
12.0%
2.0%
7990
8000
8010
7992
7994
7996
7998
8002
8004
8006
8008
8012
8014
8016
8016
8016
8018
6.00'
SIDEWALK
TW: 06.50
FG: 97.05
2.0%
4.
0
%
2
.
0
%
1.
9
%
2.8%
3.5%
4
.
4
%
BEGIN
MOUNTABLE
CURB
TRANSITION FROM
MOUNTABLE CURB
TO 6" VERTICAL CURB
6" VERTICAL
CURB
6" VERTICAL
CURB
PROPOSED SITE WALL
(HATCHED)
PROPOSED TRENCH
DRAIN
(ABOVE STRUCTURE)
OVERHEAD
ROOF
SITE WALL
EXISTING
PLANTER
WALL
COLUMN
(TYP.)
PROPOSED TRENCH
DRAIN ALONG EDGE
OF BUILDING
APPROX. LOCATION
OF TOWER #4
PROP. FG: 7999.0'±
PROPOSED
TRENCH
DRAIN
0.0
%
2.0%
TBC: 02.41
FL: 00.89
8
0
0
0
80
0
0
80
0
0
79
9
8
7
9
9
8
8
0
0
2
8
0
0
2
8
0
0
2
800
0
8
0
1
0
8
0
1
0
80
2
0
0+
5
0
1
+
0
0
1
+
5
0
2+00
2
+
5
0
3+00
3+
5
0
3
+
7
3
EP: 3+72.55
PC: 0+51.30
PC: 1+13.97
PC: 3+35.29
PT: 0+97.05
PT: 3+06.34
PCC: 1+58.34
SITE WALL
ANTICIPATED
WITH LIFT
ONE LODGE
PATIO
TC: 96.27
TC: 98.55
FFE:7999.10'
TW: 06.00
TW: 12.38
TC: 00.00
TC: 99.93
TC: 99.42
TC: 99.38
TW: 09.50
FL: 07.43
SILVA CELLS (TYP.)
SNOWMELTED CONCRETE
1.
4
%
7996
7998
7998
PROPOSED DEBRIS
FLOW WALL
(BY OTHERS)
16.00'
WIDE
MNT. ROAD
(RE. TO C.2.04)
4.9
%
4.9
%
TW: 08.50
FG: 08.00
TW: 08.50
4
.
9
%
FFE:7999.25'
FFE:7999.10'
1.6%
2.0%
2.0%
2
.
0
%
1.0%
TC: 99.23 TC: 98.96
TC: 98.82
FL: 98.72
TC: 98.55
TC: 98.55
TC: 98.30
FL: 98.22
TC: 98.30
TC: 09.50
TC: 09.50 TC: 15.00
TC: 15.00
TC: 20.50
TW: 24.00
TW: 19.00
TW: 13.00
TW: 19.00
TW: 19.00
TW: 19.00
TW: 19.00
TW: 19.00
TW: 24.00
RIM: 98.00
RIM: 08.70
RIM: 96.80
RIM: 97.76
RIM: 97.40
RIM: 96.00
RIM: 96.86
RIM: 96.84
RIM: 97.13
RIM: 98.01
RIM: 98.08
RIM: 98.18
FG/RIM: 97.87
FG/RIM: 97.50
4
.
5
%
FG: 98.75
FG: 97.48
FG: 97.32
FG: 97.15
FG: 97.05
TC: 99.14
TC: 99.05
TC: 98.95
TC: 98.49
THREE (3) 6" STEPS
HILL STREET R.O.W.
TW: 01.44 TW: 98.18BW: 97.44 BW: 94.18
WAT
E
R
F
E
A
T
U
R
E
FLUSH CURB
TRANSITION
FROM
MOUNTABLE
CATCH CURB TO
MOUNTABLE
SPILL CURB
TRANSITION
FROM
MOUNTABLE
CATCH CURB TO
MOUNTABLE
SPILL CURB
5.00
TC: 99.88
TC: 99.96
LANDSCAPE AREA
MATCH EX: 02.15
MATCH EX: 00.67
7.7%
8.2%
2.1%
1.9%
15
.
4
%
TW: 98.00
TC: 96.22
TC: 96.95
FG: 97.77
FG: 97.83
FG: 97.44
EXISTING: 93.4'±EXISTING: 94.3'±EXISTING: 94.6'±EXISTING: 95.1'±
EXISTING: 95.6'±
EXISTING: 95.7'±
PROPOSED SLOT DRAIN
ALONG BACK OF CURB
MOUNTABLE
CATCH CURB
TYPE B BARRIER
SPILL CURB
COA TYPE A
BARRIER CURB
(CATCH CURB)
TYPE B 6" MOUNTABLE
SPILL CURB
COA TYPE A 6"
MOUNTABLE CURB
(CATCH CURB)
FLUSH
BARRIER CURB
2.0%
2.0%
PROPOSED SKIWAY
ELECTRIC SPLICE VAULT
PROPOSED
4.00
VALLEY PAN
PROPOSED
4.00
VALLEY PAN
CURB WALL
PROPOSED
FLAGPOLES
(BY OTHERS)
ADJUST MANHOLE RIM: 00.20
FL: 00.69
TC: 01.08FL: 01.91
FL: 02.16TBC: 02.66
RIM: 03.83
RIM: 05.38
RIM: 06.23
FL: 00.93
TBC: 00.94
2
.
0
%
2
.
0
%
2.0%
ME: 93.6'±
2.0%
2.0%
2.0%
1
6
.
4
%
2
.
0
%
FL: 94.82
FL: 99.56
FL: 98.39
TBC: 99.54
TC: 00.83
TC: 00.79
TC: 99.78
TC: 99.62
TC: 00.62
TC: 99.72
TC: 99.62
TC: 99.52
TC: 93.73
EX. TW: 00.27
EX. TW: 00.15EX. TW: 00.22
EX. TW: 01.20
EX. TW: 01.20
EX. INLET
RIM: 99.77
TC: 98.50
TC: 98.46
TW: 19.00
TC: 15.00
TC: 15.00
TW: 09.50
TW: 13.00
TW: 06.00
TW: 06.00
TW: 04.00
TW: 13.00
TW: 13.00
TW: 13.00
TC: 09.50
TC: 02.50TW: 04.00
TW: 06.00
EXISTING WALL
RESIDING OUTSIDE
ROW SHALL REMAIN
TW: 05.2±
END NEW WALLS
W/IN ROW
PROPOSED
BOLLARD (TYP)
FUTURE TW: TBD
PROFILE SCALE:
HORZ: 1" = 20'
VERT: 1" = 10'
EXISTING GRADE
PROPOSED GRADE
PROPOSED GRADEEXISTING GRADE
PROFILE SCALE:
HORZ: 1" = 20'
VERT: 1" = 10'
CUL-DE-SAC PROFILE
7982
7985
7990
7995
8000
8005
8010
8015
7982
7985
7990
7995
8000
8005
8010
8015
15.40%
-1.62%
-0.75%
-14.43
%
-2.50%-1.00%
MATCH EXISTING
STA = 0+00.00
ELEV = 7985.12
GRADE BREAK STA = 2+80.08
ELEV = 7997.62
GRADE BREAK STA = 3+72.55
ELEV = 7993.74
GRADE BREAK STA = 1+58.34
ELEV = 7999.42
GRADE BREAK STA = 1+86.62
ELEV = 7999.14
PVI STA: 1+02.00
PVI ELEV: 8000.83
K: 2.79
LVC: 50.00
BV
C
S
:
0
+
7
7
.
0
0
BV
C
E
:
7
9
9
6
.
9
8
EV
C
S
:
1
+
2
7
.
0
0
EV
C
E
:
8
0
0
0
.
2
1
HIGH PT. STA: 1+20.02
HIGH PT ELEV: 8000.30
PVI STA: 3+49.26
PVI ELEV: 7997.10
K: 1.83
LVC: 25.00
BV
C
S
:
3
+
3
6
.
7
6
BV
C
E
:
7
9
9
7
.
2
0
EV
C
S
:
3
+
6
1
.
7
6
EV
C
E
:
7
9
9
5
.
3
0
0+00
79
8
5
.
1
79
8
5
.
1
2
79
8
8
.
9
79
8
8
.
9
7
0+50
79
9
2
.
8
79
9
2
.
8
2
79
9
6
.
6
79
9
6
.
6
7
1+00
79
9
9
.
9
79
9
9
.
5
8
80
0
2
.
5
80
0
0
.
2
5
1+50
80
0
6
.
1
79
9
9
.
6
3
80
0
8
.
8
79
9
9
.
2
6
2+00
80
1
4
.
9
79
9
8
.
9
2
80
1
1
.
1
79
9
8
.
5
2
2+50
80
0
3
.
6
79
9
8
.
1
1
80
0
2
.
8
79
9
7
.
7
1
3+00
80
0
2
.
2
79
9
7
.
4
7
79
9
9
.
5
79
9
7
.
2
9
3+50
79
9
6
.
9
79
9
6
.
6
2
3+73
79
9
3
.
7
79
9
3
.
7
4
DRAINAGE DIRECTION/SLOPE
SPOT ELEVATION
EXAMPLE: TOP OF CONCRETE @ 7900.00' =
BW = BOTTOM OF WALL
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
FL = FLOW LINE
GB = GRADE BREAK
HP = HIGH POINT
LP = LOW POINT
MATCH EX = MATCH EXISTING
TC = TOP OF CONCRETE
TP = TOP OF PAVERS
TW = TOP OF WALL
SPOT ELEVATION LEGEND
XXX:XX.XX'
2.0%
TC:00.00'
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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CJB JKS
C.2.00
OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2-BUSINESS DAYS IN ADVANCE
Know what's below.
before you dig.Call
R
CUL-DE-SAC
PLAN, PROFILE
& GRADING
10-10-2019 SD PRICING
NOTE:
THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS
PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PD DEVELOPMENT
PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
NOTES:
1.PROPOSED & EXISTING CONTOURS AT 2-FT INTERVALS
2.REFER TO LANDSCAPE PLANS FOR HARDSCAPE PATTERNS
3.REFER TO LANDSCAPE PLANS FOR PLANTING INFORMATION
4.PROPOSED GRADING ILLUSTRATES SUMMER GRADES
5.ALL EXISTING MH'S AND VALVE BOXES TO BE ADJUSTED
PROJECT NUMBER:15101.06
1
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
3-2-20203 DETAILED REVIEW
9-21-20204 DETAILED REVIEW-REVISIONS
S
W
I
T
C
H
G
E
A
R
R
E
C
L
O
S
E
R
X
F
R
M
R
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
8
0
2
0
80
3
0
8
0
4
0
8
0
5
0
8
0
6
0
8
0
7
0
8
0
1
6
8
0
1
6
8
0
1
8
80
2
2
80
2
4
80
2
6
80
2
8
80
3
2
80
3
4
8
0
3
6
8
0
3
8
8
0
4
2
8
0
4
4
8
0
4
6
8
0
4
8
8
0
5
2
8
0
5
4
8
0
5
6
8
0
5
8
8
0
6
2
8
0
6
4
8
0
6
6
8
0
6
8
8
0
7
2
8010
80
1
0
802
0
80
2
0
80
3
0
8030
804
0
80
4
0
80
5
0
80
5
0
80
6
0
8
0
6
0
80
7
0
80
7
0
LEVEL 3 PATIO
8020.5'
AREA DRAINS WITHIN
PATIO T.B.D.
TOC:
8
0
0
8
.
4
9
'
FFE:7999.50'
FFE:7999.10'
TOW
:
8
0
0
6
.
4
2
'
T
W
:
1
8
.
0
0
T
W
:
1
8
.
0
0
T
W
:
2
2
.
0
0
TW: 22.00
T
W
:
2
2
.
0
0
TW: 22.00
TW: 36.00
T
W
:
4
4
.
5
0
TW: 44.50
TW
:
4
4
.
5
0
TW: 46.00
TW: 48.50
TW: 53.50
TW: 53.50
T
W
:
5
3
.
5
0
TW: 53.50
TW: 63.00
TW: 73.00
T
W
:
6
4
.
0
0
TW: 73.00
TW: 14.39
TC: 10.12
T
C
:
1
0
.
6
8
T
C
:
1
1
.
0
0
T
C
:
1
5
.
2
5
TC: 15.75
F
G
:
1
5
.
4
7
TW: 36.00
FG: 30.00
TC: 52.00
TC: 62.00
TC
:
0
9
.
0
0
TC: 00.00
FL: 15.00
FL: 10.33
RIM: 07.43
F
G
:
0
8
.
0
0
F
G
:
6
5
.
0
0
FG: 20.16
FG: 20.40
FG: 29.00
TW: 34.50
FG: 30.50
33.7%
28
.
9
%
28.6%
26.5%
TW: 35.00 TW: 35.00
LEVEL 3 ENTRANCE =
8020.5'
(AREA DRAIN ABOVE
STRUCTURE T.B.D.)
TW: 22.50
TW: 24.00
T
W
:
2
2
.
5
0
F
G
:
3
0
.
3
8
6" STEP @ LEVEL 3
STEPS ALONG EDGE OF PATIO TO
ACCOMMODATE SUMMER GRADES
FG: 29.50
30" MAX. WALL
TC: 99.33
TC: 99.33
T
C
@
H
P
:
9
9
.
5
0
T
C
@
H
P
:
9
9
.
5
0
TC: 99.10
TC: 99.10
FFE:7999.10'
FFE:7999.25'
FFE:7999.10'
FFE:7999.10'
TW
:
0
8
.
6
8
10.6%
15.6%FL: 22.30 FL: 31.55 FL: 32.50
FL: 32.98
F
L
:
3
3
.
3
1
FL: 39.56
FL: 41.73
F
L
:
4
5
.
9
6
FL: 49.70
F
L
:
6
0
.
1
9
FL: 67.02
FL: 69.31
FL: 69.65
FL: 69.70
F
L
:
6
9
.
4
8
F
L
:
6
8
.
5
2
FL: 64.68
5.
0
%
2.
0
%
10
.
3
%
33.3
%
33.3%
30.6%
30.6%
30.6%
30.6
%
2.6%
2.6%
16.5%18.1%29.8%
TC: 04.00
T
C
:
0
9
.
2
4
TC
:
0
4
.
0
0
RIM: 03.95
RIM: 08.96 RIM: 17.45 RIM: 23.45
RIM: 33.75
TW: 18.50
TW: 24.50
TW: 24.50
TW: 24.50
TW: 26.50
TW: 36.50
TW: 36.50
1.5%
1.1%
TW: 15.00
TW: 21.00
TW: 21.00 TW: 27.00 TW: 27.00
TC: 23.50 TW: 39.00
TC
:
2
1
.
0
0
T
W
:
2
4
.
5
0
TW: 24.50
TW: 28.00
TW: 28.00
T
W
:
3
6
.
5
0
T
W
:
3
6
.
5
0
T
W
:
3
6
.
5
0
T
W
:
3
4
.
0
0
T
W
:
3
4
.
0
0
T
W
:
3
4
.
0
0
TW: 34.00
TW: 34.00
TC: 31.00
TC
:
3
1
.
0
0
TC
:
3
1
.
0
0
RIM: 35.40
RIM: 30.90
RIM: 36.95
RIM: 41.45
RIM: 51.95 RIM: 51.95
RIM: 51.95
RIM: 61.95
RIM: 61.95
RIM: 72.95
RIM: 72.95
TC: 35.00
FG
:
1
3
.
0
0
FG: 24.00
FG: 25.00 FG: 33.40 F
G
:
3
3
.
8
5
FG
:
3
3
.
9
0
FG
:
3
4
.
0
0
FG
:
3
3
.
9
9
FG: 34.50TW: 36.50
TW: 38.00
T
W
:
4
2
.
5
0
TW: 47.00
TW: 47.00
TW: 48.50
T
W
:
5
3
.
0
0
T
W
:
5
3
.
0
0
TW: 53.50
TW: 53.50
TW
:
6
0
.
5
0
TW
:
6
0
.
5
0
TW
:
6
5
.
0
0
TW
:
6
5
.
0
0
TW: 73.00
TW: 73.00
T
W
:
7
3
.
0
0
T
W
:
7
3
.
0
0
TW: 36.50
TW: 36.50
TW: 36.50
TW: 38.00
TW: 42.50
TW: 42.50
TW
:
4
2
.
5
0
TW: 42.50
FG: 42.00 TW: 47.00
T
W
:
4
8
.
5
0
TW: 53.00
TW
:
5
3
.
0
0
TW
:
6
2
.
0
0
TW: 62.00
TW
:
7
3
.
0
0
T
W
:
7
3
.
0
0
TC: 35.50
TC: 37.00
TC: 37.00
TC: 40.50
TC: 46.00 TC: 46.00
TC: 47.50
TC: 52.00
TC: 52.00
TC
:
5
2
.
0
0
TC: 31.00
TC: 09.30
TC: 41.50
T
C
:
5
2
.
0
0
T
C
:
5
2
.
0
0
T
C
:
5
2
.
0
0
TC
:
6
2
.
0
0
TC: 62.00
TC: 73.00
TC: 73.00
FG: 71.00
F
G
:
7
1
.
0
6
5.0%
7.2%
1
5
.
6
%
2
.
0
%
TW
:
2
4
.
0
0
TC: 20.50
TC:
3
1
.
0
0
TC: 62.00
RIM: 72.95
RIM: 72.95
RIM: 61.95
RIM: 61.95
RIM: 51.95
RIM: 51.95
RIM: 51.95RIM: 41.45RIM: 41.45
RIM: 30.91
RIM: 30.91
PROPOSED BUILDING
FOOTPRINT AT GRADE (TYP.)
LOT 2
LOT 1
LOT 1
S. ASPEN ST. ROW
S. ASPEN ST. ROW
SHADOW MOUNTAIN
SUBDIVISION
LOT 1
LOT 2
LEVEL 1 FFE: 7999.1
LEVEL 2 FFE: 8009.5
LEVEL 3 FFE: 8020.5
LEVEL 4 FFE: 8031.0
LEVEL 5 FFE: 8041.5
LEVEL 6 FFE: 8052.0
LEVEL 7 FFE: 8062.5
LEVEL 8 FFE: 8073.0
PROPOSED BELOW GRADE
STRUCTURE (TYP.)
SETBACK (TYP.)
PROPERTY
LINE (TYP.)
FFE:8021.00'
FFE:8031.00'FFE:8031.00'
FFE:8031.00'
FFE:8052.00'
FFE:8052.00'FFE:8052.00'
FFE:8062.00'FFE:8062.00'
FFE:8073.00'
FFE:8073.00'
FFE:8041.50'
FFE:8067.70'
FFE:8062.00'
FFE:8062.00'
FFE:8052.00'
FFE:8052.00'
FFE:8052.00'
FFE:8041.50'FFE:8031.00'
FFE:8020.50'
FFE:8020.50'
LEVEL 4 PATIO
8031.0'
AREA DRAINS WITHIN
PATIO T.B.D.
LEVEL 4
PATIO
LEVEL 5
PATIO
LEVEL 5
PATIO
LEVEL 6
PATIO
LEVEL 6
PATIO
LEVEL 6
PATIO
LEVEL 7
PATIO LEVEL 7
PATIO
LEVEL 8
PATIO
LEVEL 8
PATIO
LEVEL 7
PATIOLEVEL 7
PATIO
LEVEL 6
PATIOLEVEL 6
PATIOLEVEL 6
PATIO
PLANTER
PLANTER
PLANTER
LANDSCAPE
LANDSCAPE
LEVEL 4
PATIO
LEVEL 4
PATIO
LEVEL 4
PATIO
LEVEL 5
PATIO
PLANTER
PROPOSED BUILDING
FOOTPRINT AT GRADE
(TYP.)
SETBACK (TYP.)
PROPERTY
LINE (TYP.)
WEST SWALE
(RE. TO SHEET C.2.06)
FG: 34.51
FG: 36.89
FG: 46.28
FG: 47.00
FG: 52.00
F
G
:
5
2
.
3
0
FG:
5
7
.
0
0
FG: 59.53
FG: 63.95
FG: 65.00
FG: 67.07
FG: 71.89
FG: 71.40
FG:
7
0
.
5
4
F
G
:
7
0
.
6
7
FG
:
7
1
.
2
0
STAIRS
ST
A
I
R
S
HATCH PATTERN REPRESENTS PROPOSED
TIERED SOIL NAIL WALLS AT 1:1
EQUIVALENT SLOPE; RE. TO C.2.06 FOR
PROPOSED SECTIONS
R
E
.
T
O
C
.
2
.
0
0
F
O
R
P
L
A
Z
A
&
C
U
L
-
D
E
-
S
A
C
G
R
A
D
I
N
G
TW
:
2
4
.
0
0
TW: 38.00
TW: 48.50
FG
:
5
1
.
5
0
FG
:
5
1
.
5
0
FG:
5
1
.
5
0
RIM: 51.25
RIM: 51.25
RIM: 51.25
RIM: 51.95
RIM: 47.45
RIM: 45.95
RIM: 41.85
RIM: 41.25
RIM: 30.25
RIM: 30.95RIM: 30.95
RIM: 27.25RIM: 20.95
2.0%
FG: 71.00
T
W
:
7
3
.
0
0
RIM: 67.64
TW
:
7
3
.
0
0
TC:
7
0
.
6
7
TC
:
7
0
.
7
0
TC:
2
0
.
5
0
T
W
:
1
0
.
3
2
FG
:
9
9
.
7
6
FG: 16.65
FG: 14.64
FG: 11.05
FG: 08.05
FG: 17.80
FG: 26.19 FG: 28.81 FG: 30.84FG: 25.14
FG: 25.37
FFE: 31.00
FG: 60.96
TW: 34.50TW: 34.50
TW: 34.50
T
W
:
3
6
.
0
0
T
W
:
3
6
.
0
0
FG: 47.27FG: 42.93
FFE:8041.50'
FG: 51.01
TW: 53.50
FG: 41.47FG: 39.63
TW: 46.00
TW: 48.50
TW: 53.50
FG: 42.13
FG: 46.40 FG: 51.66
FG: 33.81
FG: 35.79
TW: 42.50
RIM: 41.50
TC: 41.50 TW: 42.50
TW: 38.00
TW: 35.00
TC: 47.50
TC: 23.50
TC: 17.50TC: 17.50
TC: 09.50 TW: 36.50
RIM: 14.50
80
2
0
8
0
3
0
8
0
1
6
8
0
1
8
8
0
2
2
8
0
2
4
80
2
6
8
0
2
8
EXISTING SHADOW MOUNTAIN
DECK ENCROACHMENT
T
C
:
0
9
.
4
0
FG: 31.73
TC: 35.50
DRAINAGE DIRECTION/SLOPE
SPOT ELEVATION
EXAMPLE: TOP OF CONCRETE @ 8000.00' =
BW = BOTTOM OF WALL
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
FL = FLOW LINE
GB = GRADE BREAK
HP = HIGH POINT
LP = LOW POINT
MATCH EX = MATCH EXISTING
TC = TOP OF CONCRETE
TP = TOP OF PAVERS
TW = TOP OF WALL
SPOT ELEVATION LEGEND
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
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CJB JKS
C.2.03
OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2-BUSINESS DAYS IN ADVANCE
Know what's below.
before you dig.Call
R
CONCEPTUAL
PERIMETER
GRADING PLAN
NOTES:
1.EXISTING CONTOURS ILLUSTRATED HEREIN ARE AT 2 FT INTERVAL.
2.PROPOSED CONTOURS ARE AT 2 FT INTERVALS.
3.MUDFLOW MITIGATION WALL EXTENDING 2.3' MIN. ABOVE FINAL GRADES REQUIRED
ALONG WESTERN SIDE OF BUILDING.
4.PLAN ILLUSTRATES AREA DRAINS @ PATIOS HOWEVER SLOT DRAINS MAY BE UTILIZED
INSTEAD. FINAL DETAILS TO BE PROVIDED @ BUILDING PERMIT.
5.AREA DRAINS ABOVE STRUCTURE TO BE DETERMINED (TBD).
6.EROSION CONTROL MATS REQUIRED FOR ALL SLOPES THAT EXCEED 3:1.
10-10-20191 SD PRICING
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
XX: XX.XX
2.0%
TC: 00.00
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
.
2
.
0
0
NOTE:
THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS
PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PD DEVELOPMENT
PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
3-2-20203 DETAILED REVIEW
9-21-20204 DETAILED REVIEW-REVISIONS
XG
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L
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L
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>>>>>
XGAS
XGAS
XGAS
XGAS
XGAS
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XE
L
XE
L
XE
L
X
E
L
XE
L
XE
L
XE
L
XE
L
XE
L
XE
L
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L
XE
L
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L
XE
L
X
E
L
X
E
L
X
E
L
XE
L
XE
L
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L
XE
L
XE
L
XE
L
X
E
L
X
E
L
X
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L
X
E
L
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L
XE
L
XE
L
XE
L
XE
L
XE
L
XE
L
XEL
XEL
XEL
XEL
XEL
XEL
X
U
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XGAS
XSA XSA
XGA
S
XGA
S
X
G
A
S
XG
A
S
XG
A
S
X
G
A
S
XG
A
S
XG
A
S
XG
A
S
XG
A
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A
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A
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XG
A
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XG
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X
G
A
S
8000
8010
8002
8004
8006
8008
8012
8014
8016
8018
50
.
0
%
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
1
6
1
6
1
7
1
7
1
8
1
8
1
9
1
9
2
0
2
0
2
1
2
1
22
22
23
23
24
24
25
25
26
262
7
2
7
2
8
2
8
29
29
30
30
31
31
32
32
33
33
34
34
8010
8020
8
0
3
0
80
4
0
8
0
5
0
8
0
6
0
8
0
7
0
8
0
8
0
80
9
0
800
6
8008
8012
8
0
1
4
801
6
8018
8022
8024
8026
8028
8
0
3
2
8
0
3
4
80
3
6
80
3
8
8
0
4
2
80
4
2
8
0
4
2
8
0
4
4
8
0
4
6
8
0
4
8
8
0
5
2
8
0
5
4
8
0
5
6
8
0
5
8
8
0
6
2
8
0
6
4
8
0
6
6
8
0
6
8
8
0
7
2
8
0
7
4
8
0
7
6
8
0
7
8
8
0
8
2
80
8
4
80
8
6
80
8
8
80
9
2
8
0
9
4
8
0
1
0
8
0
2
0
8
0
3
0
80
4
0
8
0
5
0
8
0
6
0
8
0
7
0
10
.
6
%
10.
3
%
31
.
3
%
2
.
6
%
FG:8067.70'
FL:8069.70'
RIM:8007.43'
HATCH PATTERN
REPRESENTS
TIERED SOIL NAIL
WALLS AT AN
EQUIVALENT 1:1
SLOPE
EX: 5
4
.
4
%
EX. WOOD DECK
EX
.
W
O
O
D
D
E
C
K
S
T
A
I
R
W
A
Y
S.
A
S
P
E
N
R
O
W
SH
A
D
O
W
MO
U
N
T
A
I
N
PROPOSED
CATCH BASIN
WEST SIDE SWALE PROFILE
8005
8010
8020
8030
8040
8050
8060
8070
-0+08
80
1
4
.
3
80
0
7
.
4
3
0+00
80
1
4
.
7
80
0
8
.
0
5
80
1
6
.
7
80
1
0
.
7
3
0+50
80
2
2
.
9
80
1
4
.
6
3
80
2
5
.
3
80
2
0
.
7
1
1+00
80
2
9
.
5
80
2
5
.
8
6
80
3
5
.
1
80
3
0
.
3
9
1+50
80
4
1
.
9
80
3
2
.
8
0
80
4
6
.
8
80
3
5
.
0
5
2+00
80
5
2
.
0
80
4
2
.
7
1
80
5
7
.
2
80
5
0
.
4
3
2+50
80
6
3
.
1
80
5
8
.
7
6
80
6
7
.
7
80
6
6
.
7
8
3+00
80
6
9
.
8
80
6
9
.
3
2
80
7
1
.
6
80
6
9
.
5
2
-29.4%
-17.6%
-2.6%
-30.6%
-10.3%-2.0%
18" DEEP SWALE WITH 12" WIDE BOTTOM AND
3:1 (MAX) SIDE SLOPES.
INSTALL FLEXAMAT, RIP RAP LINING OR APPROVED
EQUAL ALONG FLOWLINE AND SIDE SLOPES OF
SWALE FOR EROSION PROTECTION (TBD TO
DETERMINED PRIOR TO BUILDING PERMIT)
-33.3%
-10.6%
FLOWLINE OF WEST
SWALE; REFER TO NOTES
ON THIS SHEET
-15.6%
-22.1%
SECTION 2 - 2
7988
7992
7996
8000
8004
8008
8012
8016
8020
8024
8028
0 10 200-10
SECTION 3 - 3
7992
7996
8000
8004
8008
8012
8016
8020
8024
8028
0 10 200-10
SECTION 4 - 4
7992
7996
8000
8004
8008
8012
8016
8020
8024
8028
8032
0 10 200-10
SECTION 5 - 5
8000
8004
8008
8012
8016
8020
8024
8028
8032
0 10 200-10
SECTION 6 - 6
8000
8004
8008
8012
8016
8020
8024
8028
8032
0 10 200-10
SECTION 7 - 7
8000
8004
8008
8012
8016
8020
8024
8028
8032
8036
0 10 200-10
SECTION 8 - 8
8000
8004
8008
8012
8016
8020
8024
8028
8032
8036
0 10 200-10
SECTION 9 - 9
8000
8004
8008
8012
8016
8020
8024
8028
8032
8036
0 10 200-10
SECTION 10 - 10
8000
8004
8008
8012
8016
8020
8024
8028
8032
8036
0 100-10
SECTION 11 - 11
8008
8012
8016
8020
8024
8028
8032
8036
8040
0 100-10
SECTION 12 - 12
8008
8012
8016
8020
8024
8028
8032
8036
8040
0 100-10
SECTION 13 - 13
8012
8016
8020
8024
8028
8032
8036
8040
0 10 200-10
SECTION 14 - 14
8020
8024
8028
8032
8036
8040
8044
8048
0 10 200-10
SECTION 15 - 15
8024
8028
8032
8036
8040
8044
8048
8052
0 100-10-20
SECTION 16 - 16
8020
8024
8028
8032
8036
8040
8044
8048
8052
8056
0 100-10-20
SECTION 17 - 17
8020
8024
8028
8032
8036
8040
8044
8048
8052
8056
0 100-10-20
SECTION 18 - 18
8024
8028
8032
8036
8040
8044
8048
8052
8056
0 100-10-20
SECTION 19 - 19
8028
8032
8036
8040
8044
8048
8052
8056
8060
8064
0 100-10-20
SECTION 20 - 20
8028
8032
8036
8040
8044
8048
8052
8056
8060
8064
0 10 200-10-20
SECTION 21 - 21
8032
8036
8040
8044
8048
8052
8056
8060
8064
0 10 200-10
SECTION 22 - 22
8036
8040
8044
8048
8052
8056
8060
8064
8068
0 10 200-10-20
SECTION 23 - 23
8040
8044
8048
8052
8056
8060
8064
8068
8072
0 10 200-10-20
SECTION 24 - 24
8044
8048
8052
8056
8060
8064
8068
8072
8076
0 10 200-10-20
SECTION 25 - 25
8048
8052
8056
8060
8064
8068
8072
8076
0 10 200-10-20
SECTION 26 - 26
8052
8056
8060
8064
8068
8072
8076
8080
0 10 200-10-20
SECTION 27 - 27
8052
8056
8060
8064
8068
8072
8076
8080
8084
0 10 200-10-20
SECTION 28 - 28
8052
8056
8060
8064
8068
8072
8076
8080
8084
8088
0 10 200-10-20
SECTION 29 - 29
8056
8060
8064
8068
8072
8076
8080
8084
8088
0 10 200-10-20
SECTION 30 - 30
8056
8060
8064
8068
8072
8076
8080
8084
0 10 200-10-20
SECTION 31 - 31
8056
8060
8064
8068
8072
8076
8080
8084
0 10 200-10-20
SECTION 32 - 32
8056
8060
8064
8068
8072
8076
8080
8084
0 10 200-10-20
SECTION 1 - 1
7988
7992
7996
8000
8004
8008
8012
8016
8020
8024
0 10 200-10-20
3.0:1
2.30' DEPTH
(TYPICAL)
RE. TO NOTE 3
EX: 1
.
9
:
1
3.0:1
6.8:1
3.4:1
3.7:1
EX: 2.
1
:
1
EX: 1
.
9
:
1
3.0:1
3.0:1
3.1:1
3.0:1
3.0:1
3.0:1
4.0:1
3.0:1
3.0:1
3.1:1
3.0:1
3.0:1
3.0:1
3.0:1
3.0:1
3.0:1
3.1:1
3.0:1
3.0:1
3.0:1
3.0:1
3.0:1
3.7:1
3.4:1
3.0:1
3.0:1
3.1:1
3.0:1
3.0:1
3.0:1
2.0:1
2.0:1
2.0:1
2.0:1
2.0:1
2.0:1
2.0:1
3.1:1
3.0:1
2.3:1
2.0:1
2.5:1
3.0:1
3.0:1
3.0:1
3.1:1
3.7:1
2.1:1
4.2:1
3.3:1
3.5:1
3.4:1
3.4:1
3.1:1
3.2:1
3.2:1
4.0:1
4.8:1
4.0:1 3.0:1
3.0:1
4.5:1
3.5:1
3.0:1
3.0:1
3.0:1
3.0:1
3.1:1
3.0:1
3.0:1
3.0:1
3.4:1
3.4:1
3.3:1
3.1:1
3.0:1
3.0:1
3.0:1
2.5:1
3.3:1
PROPOSED TIERED SOIL NAIL
WALL; (5'-6' HEIGHT W/ 5'-6'
WIDE BENCHES)-TYP
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
SECTION SCALE:
1" = 20'
(VERT. & HORZ)
NO
R
T
H
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
W W W . S O P R I S E N G . C O M
S
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p
2
0
,
2
0
2
0
-
1
0
:
0
0
a
m
G:
\
2
0
1
5
\
1
5
1
0
1
.
0
6
-
G
o
r
s
u
c
h
H
a
u
s
\
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I
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I
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\
C
i
v
i
l
D
W
G
s
\
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T
\
C
.
2
.
0
6
W
E
S
T
S
W
A
L
E
P
P
&
S
E
C
1
5
1
0
1
.
0
6
.
d
w
g
CJB JKS
C.2.06
OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2-BUSINESS DAYS IN ADVANCE
Know what's below.
before you dig.Call
R
WEST SWALE
PLAN, PROFILE
& SECTIONS
PROFILE SCALE:
1" = 20'
(VERT. & HORZ)
10-10-20191 SD PRICING
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
NOTES:
1.MINIMUM DIMENSIONS OF SWALE:18" DEEP, 3:1 SIDE SLOPES, 12" WIDE BOTTOM
2.EROSION CONTROL PROTECTION REQUIRED ALONG BOTTOM & SIDE SLOPES OF
CHANNEL (FLEXAMET, RIPRAP, GABION BASKETS, ETC.) MATERIAL TBD PRIOR TO
BUILDING PERMIT.
3.2.3' MIN. DEPTH REQUIRED ALONG ENTIRE WEST SIDE MEASURED FROM FLOWLINE TO
PATIO/TOP OF WALL PER DEBRIS FLOW MITIGATION RECOMMENDATIONS.
4.EROSION CONTROL MATS REQUIRED FOR ALL SLOPES THAT EXCEED 3:1.
NOTE:
THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS
PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PD DEVELOPMENT
PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
3-2-20203 DETAILED REVIEW
9-21-20204 DETAILED REVIEW-REVISIONS
13
NE1/4N89° 55' 06"E 2665.35'
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BLOCK
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SOUTH LINE GOVERNMENT LOT 1 (NE1/4NE1/4)
NORTH LINE GOVERNMENT LOT 31(SE1/4NE1/4
MS
5
8
8
4
TOP OF MILL
SUBDIVISION
MTN QUEEN
SUBDIVISION
SOUTH ASPEN
STREET PUD
BARBEE
FAMILY
SUBDIVISION
S.
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GOVERNMENT LOT 31
(WITHIN CITY OF ASPEN)
GOVERNMENT LOT 1
SH
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GOVERNMENT LOT 31
(WITHIN PITKIN COUNTY)
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1336.34'
N23° 37' 06"W 933.16'
S13° 35' 04"E 830.86'
FOUND 1" IRON PIPE
CITY BLOCK MONUMENT
FOUND #6 REBAR AND 3.5" ALUMINUM
CAP FOR THE 1/4 CORNER SECTION 12
AND 13
2008 L.S. #16129
FOUND #6 REBAR AND 3.25" ALUMINUM
CAP FOR THE N-E 1/16TH CORNER
SECTION 13
CORNER SECTION 12/13 T10S R85W
AND 7/18 T10S R84W
CORNER DESTROYED WITH CONSTRUCTION IN
2008 - SEE WITNESSES SET PER MONUMENT
RECORD
132.5' WITNESS CORNER TO THE NE
CORNER SECTION 13
FOUND #6 REBAR AND 3.25" ALUMINUM
REFERENCE CAP
L.S. #28643
115.0' WITNESS CORNER TO THE NE
CORNER SECTION 13
FOUND #6 REBAR AND 3.25" ALUMINUM
REFERENCE CAP
L.S. #28643
ASPEN TOWNSITE
CORNER 9
FOUND "X" ON ROCK
FOR CORNER 18
MS 5884
FOUND CORNER 4
MS 3956
FOUND CORNER 4
MS 7577
POST AT INTERSECTION OF MS5884
AND MS3956
CORNER 2 MS5850
FOUND 3.25" BLM BRASS CAP
INTERSECTION
MS5850 AND MS2535
FOUND 3.25" BRASS CAP
BLM 1985
INTERSECTION
MS2535 AND EAST LINE SECTION 13
FOUND 3.25" BRASS CAP SET IN
CONCRETE RETAINING WALL
BLM 1985
CORNER 3 MS2535
FOUND 3.25" BRASS CAP SET IN
CONCRETE RETAINING WALL
BLM 1985
FOUND INTERSECTION
ASPEN TOWNSITE LINE AND NORTH
LINE SECTION 13
2.5" IRON PIPE WITH 3.25" BRASS CAP FOUND 1/4 CORNER
SECTION 13 T10S R85W/18 T10S R84W
3.25" BRASS CAP ON METAL POST
BLM 1954
FOUND 3" ALUMINUM CAP ILLEGIBLE
BEARS N 77°29'44" E 9.29' FROM CORNER 3
MS5850
NO MONUMENT RECORD ON FILE
CANNOT DETERMINE ORIGIN
FOUND #5 REBAR AND 11
4" PLASTIC
CAP L.S. #25947
GPS-3
FOUND 3.5" ALUMINUM CAP MARCIN GPS
CONTROL AT THE APPROXIMATE
INTERSECTION OF DURANT AVE. AND
GARMISCH ST.
N1/16 SECTION 13 T10S R85W
AND SECTION 18 T10S R84W
NO CORNER FOUND
TO BE SETGOVERNMENT
LOT 38
FOUND #5 REBAR AND 11
4" PLASTIC
CAP L.S. #28643
FOUND #5 REBAR AND 11
4" PLASTIC
CAP L.S. #28643
27
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5
'1313
2
2
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'
1336.34'
FOUND 1/4 CORNER SECTION 13/24
IRON PIPE WITH 3" BRASS CAP
BLM 1978
FOUND 1/4 CORNER
SECTION 13/14
2.5" IRON PIPE WITH 3.25" BRASS CAP
BLM 1954
2648.33'
27
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FINAL PLAT OF:
SHEET 1 OF 5
DEDICATION, CERTIFICATES, AND CONTROL DIAGRAM
GORSUCH HAUS PD/SUBDIVISION
A PARCEL OF LAND SITUATED IN THE NE1 4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.,
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
THE PURPOSE OF THIS PLAT IS TO CREATE A PLANNED DEVELOPMENT (PD),
REZONE, AND SUBDIVIDE THE SUBJECT PROPERTY
PLAT NOTES
1. LOT 2 IS RESTRICTED AGAINST ALL FUTURE RESIDENTIAL BUILDING AND RESIDENTIAL DEVELOPMENT AND OTHER LAND USES AND
ACTIVITIES THAT ARE NOT CONSISTENT WITH THE INTENT AND APPROVED DEVELOPMENT OUTLINED IN ORDINANCE 39 (SERIES OF
2016) (HEREINAFTER “ORDINANCE 39”).
2. ORDINANCE 39 EXPRESSLY AUTHORIZES THE CONSTRUCTION AND USE OF ALL SKI AND NON-MECHANIZED RECREATIONAL
INFRASTRUCTURE, INCLUDING SKI LIFTS, TOWERS, SNOWMAKING EQUIPMENT, ACCESSORY AND SUPPORT STRUCTURES APPROVED
FOR PLACEMENT ON LOT 2 AND ON CERTAIN PORTIONS OF LOT 1 AS WELL AS THE ABILITY TO CONDUCT SKIING, RECREATIONAL USES
THAT DO NOT REQUIRE MECHANIZED INFRASTRUCTURE, ALL RELATED SKI AND RECREATIONAL OPERATIONS AND ACCESSORY SKI AND
RECREATIONAL USES, INCLUDING SNOWMAKING, SNOW MANAGEMENT, GROOMING, HIKING, BIKING, UPHILLING AND EVENTS
RELATED THERETO, AS WELL AS TRADITIONAL AND ROUTINE SKI OPERATIONS AND MAINTENANCE ON THE PROPERTY, INCLUDING
MOUNTAIN ACCESS ROAD USE AND MAINTENANCE, AS WELL AS MOTORIZED VEHICLE, EQUIPMENT AND MATERIAL STAGING AND
ACCESS IN BOTH WINTER AND SUMMER SEASONS ALONG THE MOUNTAIN ACCESS ROAD.
3. ORDINANCE 39 ALSO EXPRESSLY ALLOWS FOR ALL ANCILLARY AND APPROVED SPECIAL EVENTS TO BE CONDUCTED ON LOT 2.
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
CL sb 13139.01 09/21/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION V2.dwg
CLERK AND RECORDER'S ACCEPTANCE
THIS FINAL PLAT OF GORSUCH HAUS PD/SUBDIVISION IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN
COUNTY, COLORADO THIS ______ DAY OF _______________, 2020 IN PLAT BOOK _____ AT PAGE _____ , AS RECEPTION NO.
________________.
_______________________________________
PITKIN COUNTY CLERK AND RECORDER
CERTIFICATE OF OWNERSHIP, DEDICATIONS AND RESERVATIONS
KNOW ALL MEN BY THESE PRESENTS, THAT ASPEN SKIING COMPANY (“ASC”) BEING THE RECORD TITLE OWNER OF THE SUBJECT PROPERTY
AS DESCRIBED AND DEPICTED ON SHEET 2 HEREOF, SITUATED IN THE CITY OF ASPEN, PITKIN COUNTY, COLORADO.
PURSUANT TO AND IN ACCORDANCE WITH ORDINANCE NO. 39, SERIES OF 2016, (HEREINAFTER, “ORDINANCE 39”) RECORDED APRIL 8, 2019
IN THE PITKIN COUNTY REAL PROPERTY RECORDS UNDER RECEPTION NO. 655085, OWNER HAS, BY THESE PRESENTS, LAID OUT, PLATTED
AND SUBDIVIDED THE SAME INTO LOTS 1 AND 2, AS DEPICTED AND DESCRIBED HEREON UNDER THE NAME AND STYLE OF GORSUCH HAUS
PD/SUBDIVISION.
ASC EXPRESSLY RESERVES THE RIGHT TO ENGAGE IN SKI OPERATIONS ON, OVER AND ACROSS ALL OF LOT 2 IN CONJUNCTION WITH THE
OPERATION AND MANAGEMENT OF THE ASPEN MOUNTAIN SKI AREA. IN THIS REGARD, ASC EXPRESSLY RESERVES THE RIGHT TO CONDUCT
AND ACCOMMODATE SKIING, SKI OPERATIONS AND RECREATIONAL ACTIVITIES ON THE PROPERTIES COVERED BY THIS PLAT AS DESCRIBED IN
THE PLAT NOTES ON SHEET 4 AND SHEET 5 HEREOF, INCLUDING, WITHOUT LIMITATION TO CONDUCT AND ACCOMMODATE SKI ACTIVITIES
AND SKI OPERATIONS ON THE “SKIWAY” SHOWN AND IDENTIFIED ON SHEET 4 HEREOF AND ON THE DRAINAGE ACCESS AND MAINTENANCE
EASEMENTS SHOWN AND IDENTIFIED ON SHEET 5 . ALL OF THE FOLLOWING DEDICATIONS AND RESERVATIONS ARE MADE SUBJECT TO SUCH
RESERVED RIGHTS AND EXPRESS AUTHORIZATIONS CONTAINED IN ORDINANCE 39 TO ENGAGE IN SKI ACTIVITIES AND RECREATIONAL
OPERATIONS ON LOT 2, AND SPECIFICALLY WITHIN THE SKIWAY ON LOT 1 AND LOT 2 AND THE DRAINAGE AND MAINTENANCE EASEMENTS
SHOWN AND IDENTIFIED ON SHEET 5 .
ASC HEREBY MAKES THE FOLLOWING DEDICATIONS AND RESERVATIONS FOR THIS PLAT:
1. DOES HEREBY DEDICATE TO THE CITY OF ASPEN THOSE PORTIONS OF THE LANDS CONTAINED HEREIN SHOWN AND DEPICTED ON
SHEET 3 HEREON, AND LABELED “DEDICATED ROW” FOR PURPOSES OF CONSTRUCTING, OPERATING, AND MAINTAINING SUBGRADE PUBLIC
UTILITIES, A PUBLIC ROADWAY, PEDESTRIAN SIDEWALK, AND OTHER ASSOCIATED IMPROVEMENTS NECESSARY FOR VEHICULAR AND
PEDESTRIAN TRAVEL; PROVIDED, HOWEVER, THAT THIS DEDICATION IS SUBJECT TO, CONDITIONAL ON AND WILL NOT BECOME EFFECTIVE
UNTIL THE CITY OF ASPEN ACCEPTS THE FINAL, AS-BUILT ROADWAY, UTLITY INFRASTRUCTURE AND OTHER BUILDING IMPROVEMENTS
CONTEMPLATED TO BE PLACED WITHIN SUCH DEDICATED ROW AREAS AS THE SAME ARE DESCRIBED IN THE CIVIL ENGINEERING DESIGN
PLANS RECORDED SIMULTANEOUSLY WITH THIS FINAL PLAT; AND
2. DOES HEREBY DEDICATE AND GRANT A PERPETUAL, NON-EXCLUSIVE PUBLIC TRAIL EASEMENT, SIX (6) IN WIDTH, FOR PURPOSES OF
NON-MOTORIZED INGRESS AND EGRESS, COMMENCING ON THE NORTHERLY BOUNDARY LINE OF THE PUBLIC PEDESTRIAN EASEMENT ON
LOT 1 AS SHOWN HEREON AND THENCE CONTINUING IN A NORTHEASTERLY DIRECTION OVER LOT 1 AND THE HILL STREET RIGHT OF WAY
AND THENCE CONTINUING IN A SOUTHEASTERLY DIRECTION ACROSS LOT 2, IN THE AREA DEPICTED AS THE "PUBLIC TRAIL EASEMENT"
ALIGNMENT SHOWN AND DEPICTED ON SHEET 4 HEREOF; SUCH PUBLIC TRAIL EASEMENT EXTENDS TO A POINT ON THE EASTERLY
BOUNDARY LINE OF LOT 2, WHICH POINT COINCIDES WITH THE WESTERLY BOUNDARY LINE OF THE ADJOINING SKIER AND PEDESTRIAN
EASEMENT SHOWN AND DESCRIBED IN THE DOCUMENT RECORDED IN PLAT BOOK 4 AT PAGE 489; OWNER RESERVES THE RIGHT TO
UNILATERALLY RE-ALIGN THIS PUBLIC TRAIL EASEMENT TO COINCIDE WITH THE AS-BUILT LOCATION THEREOF SO LONG AS SUCH
REALIGNMENT DOES NOT ADVERSELY IMPACT THE INTENDED USES OF THE PUBLIC TRAIL EASEMENT AND ASC ALSO RESERVES THE RIGHT
TO UTILIZE LOT 2 FOR SKI AREA OPERATIONS AND TO PROHIBIT PEDESTRIAN, BICYCLE OR SIMILAR USES OF THE PUBLIC TRAIL EASEMENT
DURING THE SKI SEASON AND TO LIMIT THE USE OF AND/OR TEMPORARILY CLOSE THE PUBLIC TRAIL EASEMENT DURING THE SKI SEASON TO
ACCOMMODATE SNOWMAKING, SNOW STORAGE, SNOW GROOMING, SKIING AND OTHER WINTER SKI OPERATIONS; AND
3. DOES HEREBY DEDICATE AND RESERVE A RECIPROCAL, NON-EXCLUSIVE CONSTRUCTION EASEMENT FOR THE USE AND BENEFIT OF
THE OWNERS OF LOTS 1 AND 2 AND THEIR RESPECTIVE GRANTEES, SUCCESSORS, ASSIGNS, AFFILIATES, AGENTS, CONTRACTORS, AND
EMPLOYEES OVER, UPON, AND ACROSS ONLY THE PORTIONS OF LOTS 1 AND 2 NECESSARY TO COMPLETE THE IMPROVEMENTS ON SAID LOTS
WITHIN THE AREA DEPICTED AS THE “TEMPORARY CONSTRUCTION EASEMENT” SHOWN AND DEPICTED ON SHEET 4 HEREOF, INCLUDING
THE EXCAVATION, SHORING, DEWATERING AND ALL OTHER CONSTRUCTION ACTIVITIES APPROVED IN ACCORDANCE WITH CITY OF ASPEN
ORDINANCE 39 (SERIES OF 2016), TOGETHER WITH A REASONABLE RIGHT OF ACCESS FOR THE ACCOMPLISHMENT OF SUCH PURPOSES. THIS
RECIPROCAL TEMPORARY CONSTRUCTION EASEMENT SHALL BE TEMPORARY AND SHALL AUTOMATICALLY TERMINATE UPON THE ISSUANCE
OF A CERTIFICATE OF OCCUPANCY FOR THE IMPROVEMENTS APPROVED AND CONSTRUCTED UNDER ORDINANCE 39; THE TERMS AND
CONDITIONS OF THIS RECIPROCAL TEMPORARY CONSTRUCTION EASEMENT ARE MORE PARTICULARLY DESCRIBED IN THAT CERTAIN
RECIPROCAL TEMPORARY CONSTRUCTION EASEMENT RECORDED IN THE OFFICE OF THE PITKIN COUNTY CLERK & RECORDED AT RECEPTION
NO. _________________________; AND
4. DOES HEREBY DEDICATE AND RESERVE RECIPROCAL, PERPETUAL, NON-EXCLUSIVE SUBSURFACE STRUCTURAL EASEMENTS OF
VARYING WIDTHS ALONG EITHER SIDE OF PORTIONS OF THE COMMON BOUNDARY OF LOTS 1 AND 2 (THE “SUBSURFACE STRUCTURAL
EASEMENTS”), SHOWN AND DEPICTED ON SHEET 4 HEREOF, FOR THE USE AND BENEFIT OF THE OWNERS OF SAID LOTS AND THEIR
RESPECTIVE GRANTEES, SUCCESSORS, ASSIGNS, AFFILIATES, AGENTS, CONTRACTORS, AND EMPLOYEES FOR THE PURPOSE OF CONSTRUCTING
AND MAINTAINING ANY SUBSURFACE FOUNDATIONS, FOOTER PADS, DEWATERING FACILITIES, DRAINAGE FACILITIES OR OTHER STRUCTURAL
ELEMENTS OF THOSE STRUCTURES THAT MAY BE CONSTRUCTED WITHIN SAID SUBSURFACE STRUCTURAL EASEMENTS, TOGETHER WITH A
REASONABLE RIGHT OF ACCESS FOR THE ACCOMPLISHMENT OF SUCH PURPOSES PROVIDED THAT THE SAME DOES NOT INTERFERE WITH
ASC’S LIFT FACILITIES, UTILITIES AND OPERATIONS; AND, ASC RESERVES THE RIGHT TO UNILATERALLY RE-ALIGN SUBSURFACE STRUCTURAL
EASEMENTS TO COINCIDE WITH THE AS-BUILT LOCATIONS OF SUCH STRUCTURAL ELEMENTS; AND
5. DOES HEREBY DEDICATE AND RESERVE A NON-EXCLUSIVE PRIVATE ACCESS EASEMENT OVER, UPON, AND ALONG THE MOUNTAIN
OPERATIONS ROAD, SHOWN AND DEPICTED ON SHEET 4 HEREOF AS IT CROSSES LOT 2, LABELED "MOUNTAIN OPERATIONS ROAD PRIVATE
ACCESS EASEMENT," AND OVER, UPON AND ALONG THOSE PORTIONS OF LOT 2 LOCATED WEST OF THE MOUNTAIN OPERATIONS ROAD
PRIVATE ACCESS EASEMENT, FOR THE USE AND BENEFIT OF THE OWNER OF LOT 1 AND ITS SUCCESSORS, ASSIGNS, EMPLOYEES, LICENSEES
AND INVITEES FOR THE PURPOSES OF VEHICULAR AND PEDESTRIAN ACCESS FROM TIME TO TIME NECESSARY FOR THE OPERATION,
MAINTENANCE AND UPKEEP OF IMPROVEMENTS LOCATED ON SAID LOT 1 AND FOR ACCESS TO LIMITED, PERIODIC SPECIAL EVENTS
ACTIVITIES LOCATED ON, IN AND AROUND PUBLIC AMENITIES SPACES ON LOT 1; SUCH PRIVATE ACCESS EASEMENT DOES NOT CONFER ANY
RIGHTS TO THE GENERAL PUBLIC, AND NO PUBLIC ACCESS IS INTENDED TO BE CREATED BY THIS DEDICATION; ASC FOR ITSELF, ITS GRANTEES,
SUCCESSORS AND ASSIGNS, RESERVES THE RIGHT TO LIMIT THE USE OF AND/OR TEMPORARILY DENY THE OWNER OF LOT 1 AND ITS
SUCCESSORS, ASSIGNS, EMPLOYEES, LICENSEES, AND INVITEES ACCESS TO THE MOUNTAIN OPERATIONS ROAD PRIVATE ACCESS EASEMENT
DURING THE SKI SEASON TO ACCOMMODATE SNOWMAKING, SNOW STORAGE, SNOW GROOMING, SKIING AND OTHER WINTER SKI
OPERATIONS; AND
6. DOES HEREBY DEDICATE AND GRANT A PERPETUAL, NON-EXCLUSIVE PUBLIC PEDESTRIAN EASEMENT OVER AND ACROSS LOT 1 AND
SUCH PORTIONS OF LOT 2 AS ARE SPECIFICALLY IDENTIFIED ON PAGE 4 HEREOF FOR PURPOSES OF NON-MOTORIZED, PEDESTRIAN-ONLY
ACCESS OVER AND UPON A STRIP OF LAND AS SHOWN AND DEPICTED ON SHEET 4 HEREOF AND LABELED “PUBLIC PEDESTRIAN EASEMENT”
[NOTE: THIS EASEMENT IS FOR (A) PUBLIC PEDESTRIAN ACCESS WITHIN THE 8’ WIDE SIDEWALK ON THE OUTER EDGE OF THE CUL-DE-SAC, (B)
THE STAIRWAY AREAS ALONG THE WEST SIDE OF LOT 1 AND (C) THE IRREGULARLY SHAPED AREA PROVIDING PEDESTRIAN ACCESS OVER AND
ACROSS THE FAR WESTERN PORTION OF LOT 2 TO THE BARBEE OPEN SPACE PARCEL.]; ASC RESERVES THE RIGHT FOR ITSELF, ITS GRANTEES,
SUCCESSORS AND ASSIGNS TO BLOCK, LIMIT OR DENY ACCESS TO SUCH PORTIONS OF THE PUBLIC PEDESTRIAN EASEMENT AS ARE
NECESSARY FOR PURPOSES OF USE OF THE MOUNTAIN OPERATIONS ROAD PRIVATE ACCESS EASEMENT BY THE OWNER OF LOT 1 FOR
PURPOSES AS DESCRIBED IN PARAGRAPH 5 ABOVE AND ASC, ITS GRANTEES, SUCCESSORS, ASSIGNS, LICENSEES AND INVITEES, AS DESCRIBED
IN PARAGRAPH 10 BELOW; AND
7. DOES HEREBY DEDICATE AND RESERVE FOR THE USE AND BENEFIT FROM TIME TO TIME OF THE OWNERS OF LOTS 1 AND 2 AND THEIR
RESPECTIVE GRANTEES, SUCCESSORS, ASSIGNS, AFFILIATES, AGENTS, CONTRACTORS, AND EMPLOYEES, PERPETUAL, NON-EXCLUSIVE
EASEMENTS ON THOSE PORTIONS OF LOTS 1 AND 2 ALONG THE ENTIRE COURSE OF THE ON-SITE DRAINAGE IMPROVEMENTS SHOWN AND
DEPICTED ON THE CONCEPTUAL MASTER DRAINAGE PLAN (SHEET C.4.02) RECORDED SIMULTANEOUSLY WITH THIS PLAT, FOR PURPOSES OF
CONSTRUCTION, INSTALLATION, USE, OPERATION, MAINTENANCE, REPAIR, REMOVAL AND REPLACEMENT OF PRIVATE ON-SITE STORM
WATER DRAINAGE SYSTEMS FACILITIES, WITH ALL APPROPRIATE SUB-SURFACE AND SURFACE IMPROVEMENTS, TOGETHER WITH A
REASONABLE RIGHT OF ACCESS FOR THE ACCOMPLISHMENT OF SUCH PURPOSES (COLLECTIVELY, THE "DRAINAGE EASEMENTS"); ASC
RESERVES THE RIGHT TO UNILATERALLY RELOCATE THE ACTUAL LOCATION OF SUCH DRAINAGE EASEMENTS TO COINCIDE WITH THE
AS-BUILT LOCATION OF SUCH DRAINAGE IMPROVEMENTS; AND
8. DOES HEREBY DEDICATE AND RESERVE THE RIGHT TO GRANT EASEMENTS AND LICENSES TO AND FOR THE USE AND BENEFIT OF
UTILITY COMPANIES OWNING, OPERATING OR OTHERWISE MANAGING THE UTILITY LINES AND SYSTEMS WITHIN LOTS 1 AND 2, AND FOR
THE USE AND BENEFIT FROM TIME TO TIME OF THE OWNERS OF SAID LOTS AND THEIR RESPECTIVE GRANTEES, SUCCESSORS, ASSIGNS,
AFFILIATES, AGENTS, CONTRACTORS, AND EMPLOYEES, A PERPETUAL, NON-EXCLUSIVE UTILITY EASEMENT OVER, UPON, AND BENEATH THE
"UTILITY EASEMENT" SHOWN AND LABELED ON SHEET 4 HEREOF, FOR THE PURPOSE OF CONSTRUCTION, INSTALLATION, ENLARGEMENT,
USE, OPERATION, MAINTENANCE, REPAIR, REMOVAL AND REPLACEMENT OF UNDERGROUND UTILITIES INCLUDING WATER, SEWER, STORM
WATER DRAINAGE, GAS, ELECTRICITY, TELEPHONE, TELEVISION AND TELECOMMUNICATIONS, TOGETHER WITH ASSOCIATED EQUIPMENT
AND FACILITIES REQUIRED ABOVE GROUND, REGARDING WHICH ALL SAID EASEMENTS AND LICENSES SHALL BE IN LOCATIONS REASONABLY
APPROVED IN ADVANCE BY THE OWNER(S) OF THE IMPACTED LOT(S), TOGETHER WITH A REASONABLE RIGHT OF ACCESS FOR THE
ACCOMPLISHMENT OF SUCH PURPOSES; THE FINAL OWNER UTILITY EASEMENTS TO COINCIDE WITH THE AS-BUILT LOCATIONS OF SUCH
UTILITIES; AND
9. DOES HEREBY RESERVE UNTO ASC, ITS GRANTEES, SUCCESSORS, ASSIGNS, AFFILIATES, AGENTS, CONTRACTORS, AND EMPLOYEES, AS
THE OWNER, OPERATOR OR MANAGER OF THE LIFT FACILITIES LOCATED ON LOT 1 A PERPETUAL, NON-EXCLUSIVE EASEMENT OVER, UPON
AND BENEATH THE "LIFT FACILITIES EASEMENT" SHOWN ON SHEET 4 HEREOF, FOR THE PURPOSE OF CONSTRUCTING, INSTALLING,
ENLARGING, OPERATING (INCLUDING, WITHOUT LIMITATION, TRANSPORTING PEOPLE, GOODS AND MATERIALS), MAINTAINING, REPAIRING,
REMOVING AND REPLACING LIFT FACILITIES, AND FOR THE ADDITIONAL USE AND BENEFIT OF ASC, ITS GRANTEES, SUCCESSORS, ASSIGNS,
LICENSEES AND INVITEES; AND
10. DOES HEREBY RESERVE FOR THE USE AND BENEFIT OF ASC, ITS GRANTEES, SUCCESSORS, ASSIGNS, AFFILIATES, AGENTS,
CONTRACTORS AND EMPLOYEES, AS OPERATOR AND MANAGER OF THE LIFT FACILITIES WITHIN THE LIFT FACILITIES EASEMENT DESCRIBED
ABOVE AND AS OPERATOR AND MANAGER OF THE ASPEN MOUNTAIN SKI AREA, A NON-EXCLUSIVE PRIVATE ACCESS EASEMENT OVER, UPON,
AND ALONG THE MOUNTAIN OPERATIONS ROAD, SHOWN AND DEPICTED ON SHEET 4 HEREOF AS IT CROSSES LOT 1, LABELED "MOUNTAIN
OPERATIONS ROAD PRIVATE ACCESS EASEMENT," FOR THE USE AND BENEFIT OF THE OWNER OF LOT 2 AND ITS SUCCESSORS, ASSIGNS,
EMPLOYEES, LICENSEES AND INVITEES FOR THE PURPOSE OF VEHICULAR AND PEDESTRIAN ACCESS FROM TIME TO TIME NECESSARY FOR THE
OPERATION AND MAINTENANCE OF IMPROVEMENTS LOCATED ON LOT 2 AND FOR ACCESS TO THE ASPEN MOUNTAIN SKI AREA
THROUGHOUT THE YEAR; SUCH PRIVATE ACCESS EASEMENT INCLUDES THE RIGHT TO INSTALL SNOWMAKING WATER LINES AND ENGAGE IN
SNOWMAKING, SNOW STORAGE, SNOW GROOMING, SKIING AND SKI OPERATIONS, INCLUDING, WITHOUT LIMITATION, SKI RACING AND
SPECIAL EVENTS, ON THAT PORTION OF THE SKIWAY LOCATED WITHIN THE MOUNTAIN OPERATIONS ROAD PRIVATE ACCESS EASEMENT;
SUCH PRIVATE ACCESS EASEMENT DOES NOT CONFER ANY RIGHTS TO THE GENERAL PUBLIC, AND NO PUBLIC ACCESS OR USE OF THE
MOUNTAIN OPERATIONS ROAD AS SHOWN HEREON IS INTENDED TO BE CREATED BY THIS PLAT, EXCEPT AS OUTLINED IN DEDICATION
PARAGRAPH 12 HEREON; AND
11. DOES HEREBY DEDICATE AND RESERVE FOR THE USE AND BENEFIT FROM TIME TO TIME OF THE OWNERS OF LOTS 1 AND 2 AND
THEIR RESPECTIVE GRANTEES, SUCCESSORS, ASSIGNS, AFFILIATES, AGENTS, CONTRACTORS, AND EMPLOYEES, A PERPETUAL, NON-EXCLUSIVE
“UTILITY SERVICE LINE EASEMENT” OVER, UNDER AND UPON SAID LOTS ALONG THE ENTIRE COURSE OF ALL UTILITY SERVICE LINES THAT
MAY BE CONSTRUCTED BETWEEN OR OTHERWISE CONNECT TO THE UTILITY SERVICE LINES AND MAINS ON LOTS 1 AND 2 TO THE
IMPROVEMENTS THEREON, IN THE AS-BUILT LOCATIONS OF SUCH UTILITY SERVICE LINES, FOR PURPOSES OF CONSTRUCTION, INSTALLATION,
USE, OPERATION, MAINTENANCE, REPAIR, REMOVAL AND REPLACEMENT OF SUCH UTILITY SERVICES LINES, TOGETHER WITH A REASONABLE
RIGHT OF ACCESS FOR THE ACCOMPLISHMENT OF SUCH PURPOSES AND TOGETHER WITH A REASONABLE RIGHT OF ACCESS FOR THE
PURPOSE OF RELOCATING SAID UTILITY SERVICE LINES; ASC AND ITS SUCCESSORS RESERVES THE RIGHT, EXCEPT IN THE CASE OF A BONA FIDE
EMERGENCY, TO TEMPORARILY DENY THE OWNER OF LOT 1 AND ITS SUCCESSORS, ASSIGNS, EMPLOYEES, LICENSEES, AND INVITEES ACCESS
TO THE UTILITY SERVICE LINE EASEMENT DURING THE SKI SEASON TO ACCOMMODATE SNOWMAKING, SNOW STORAGE, SNOW GROOMING,
SKIING AND OTHER WINTER SKI OPERATIONS; AND
12. DOES HEREBY DEDICATE AND GRANT TO THE GENERAL PUBLIC THE LIMITED, NON-EXCLUSIVE RIGHT TO USE THE MOUNTAIN
OPERATIONS ROAD PRIVATE EASEMENT OUTSIDE OF THE SKI SEASON FOR PEDESTRIAN AND BICYCLE USES; SUCH EASEMENT SHALL EXTEND
FROM THE MOUNTAIN OPERATIONS ROAD’S INTERSECTION WITH THE HILL STREET RIGHT OF WAY AND CONTINUE ALONG AND WITHIN THE
ALIGNMENT OF THE MOUNTAIN OPERATIONS ROAD SOUTHWARD TO THE SOUTHERN BOUNDARY OF THE GORSUCH HAUS PD/SUBDIVISION;
SUCH GRANT IS EXPRESSLY MADE SUBJECT TO ASC’S RIGHTS, EXERCISED IN ITS SOLE DISCRETION, TO CONTROL AND MANAGE AND/OR
ENFORCE CLOSURES OF THE MOUNTAIN OPERATIONS ROAD IN CONNECTION WITH ASPEN MOUNTAIN SKI AREA OPERATIONS AT ANY TIME
AS DETERMINED BY THE OPERATOR OF ASPEN MOUNTAIN SKI AREA FOR SAFETY, MAINTENANCE, OPERATIONS, LOADING, UNLOADING AND
STAGING PURPOSES AND/OR AS CONTEMPLATED UNDER THE ASPEN MOUNTAIN SKI AREA MASTER PLAN, AS AMENDED FROM TIME TO
TIME; AND
13. DOES HEREBY DEDICATE TO THE CITY OF ASPEN NON-EXCLUSIVE DRAINAGE ACCESS AND MAINTENANCE EASEMENTS OVER AND
ACROSS THE AREAS SHOWN ON SHEET 5 HEREOF, FOR PURPOSES OF ACCESS TO AND MAINTENANCE OF THE STORM WATER DRAINAGE
FACILITIES SHOWN AND IDENTIFIED ON SHEET 5, WHICH INCLUDE THE MAIN UNDERGROUND STORM DRAINAGE PIPELINE AND THE LATERAL
CONNECTIONS THERETO, THE STORM INLETS, THE ROADSIDE SWALES AND THE DRAINAGE SWALE (ALSO KNOWN AS THE WEST SWALE)
SHOWN THEREON (THE “DRAINAGE INFRASTRUCTURE”). THE ACCESS AND MAINTENANCE EASEMENTS SHOWN AND IDENTIFIED ON SHEET 5
ARE INTENDED TO ALLOW FOR THE CITY OF ASPEN, UPON REASONABLE ADVANCE WRITTEN NOTICE TO THE OWNERS OF LOT 1 AND LOT 2
(EXCEPT IN EMERGENCIES, WHEN NO ADVANCE WRITTEN NOTICE WILL BE REQUIRED), TO ACCESS AND MAINTAIN THE DRAINAGE
INFRASTRUCTURE , AND INCLUDE THE RIGHT TO CONSTRUCT, INSTALL, REMOVE, REPLACE, MAINTAIN, REPAIR, OPERATE BUT NOT ADD TO,
CHANGE OR ALTER THE DRAINAGE FACILITIES LOCATED ON LOT 1 OR LOT 2 UNLESS THE AFFECTED OWNER(S) EXPRESSLY AGREE IN WRITING
TO SUCH ADDITIONS, CHANGES OR ALTERATIONS. THE CITY OF ASPEN’S ACCESS AND MAINTENANCE ACTIVITIES SHALL BE CONDUCTED AT
ALL TIMES TO PROVIDE MINIMUM DISRUPTION TO THE DAY-TO-DAY HOSPITALITY AND SKI OPERATIONS OF THE OWNERS OF LOT 1 AND LOT
2 AND THEIR RESPECTIVE GUESTS AND INVITEES. THESE EASEMENTS ARE ALSO EXPRESSLY MADE SUBJECT TO THE RESERVED RIGHTS OF ASC
TO ENGAGE IN SKI OPERATIONS AS DESCRIBED IN THE THIRD PREFATORY PARAGRAPH SET FORTH ABOVE, AND ARE ALSO SUBJECT TO THE
RESERVED RIGHT OF THE OWNER OR OWNERS OF LOT 1 TO ENGAGE IN LODGE, HOTEL, COMMERCIAL AND RESIDENTIAL CONDOMINIUM
ACTIVITIES AND OPERATIONS IN CONNECTION WITH THE DEVELOPMENT, OPERATION, MANAGEMENT, MAINTENANCE AND CAPITAL REPAIRS
OR REPLACEMENTS OF THE BUILDING IMPROVEMENTS AND LANDSCAPING IMPROVEMENTS PLACED ON LOT 1 AND WITHIN ALL EASEMENT
AND LICENSED AREAS APPURTENANT TO LOT 1. THE CITY OF ASPEN SHALL BE RESPONSIBLE FOR THE RESTORATION, REPAIR OR
REPLACEMENT OF BUILDING IMPROVEMENTS OR LANDSCAPING DAMAGED AS A RESULT OF THE CITY OF ASPEN’S EXERCISE OF ITS ACCESS
AND MAINTENANCE EASEMENT RIGHTS DESCRIBED IN THIS PARAGRAPH 13.
CONTINUED ...
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 ASPEN
SKIING COMPANY DOES HOLD FEE SIMPLE TITLE TO THE REAL PROPERTY DESCRIBED HEREIN AND IS FREE AND CLEAR OF ALL LIENS
AND ENCUMBRANCES EXCEPT THOSE LISTED ON THE TITLE COMMITMENT ISSUED BY LAND TITLE GUARANTEE COMPANY UNDER
ORDER NO. QC62010933, DATED JANUARY 10, 2020. 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.
BY:_________________________________DATE______________
NAME, TITLE
ADDRESS: 533 E. HOPKINS AVENUE
ASPEN, CO 81611
STATE OF COLORADO )
)SS.
COUNTY OF PITKIN )
THE TITLE CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS __________ DAY OF ____________________, 2020, BY
____________________________ AS __________________ OF LAND TITLE GUARANTEE COMPANY
NAME
WITNESS MY HAND AND OFFICIAL
__________________________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES: _______________________.
MY ADDRESS IS: _______________________________.
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0200 200 400
200
800100
VICINITY MAP
SCALE: 1" = 2000'
SITE
SURVEYOR'S CERTIFICATE
I, MARK S. BECKLER, A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY CERTIFY THAT IN MAY-JUNE
2018, 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 FINAL PLAT OF
GORSUCH HAUS PD/SUBDIVISION 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 REFERENCED IN SURVEY NOTE 5 HEREON.
______________________________________________
MARK S. BECKLER, PLS #28643
COMMUNITY DEVELOPMENT DEPARTMENT DIRECTOR REVIEW
THIS FINAL PLAT OF GORSUCH HAUS PD/SUBDIVISION WAS REVIEWED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF THE CITY OF
ASPEN THIS ______ DAY OF ______________________, 2020.
_______________________________
DIRECTOR
CITY ENGINEER'S CERTIFICATE
THIS FINAL PLAT OF GORSUCH HAUS PD/SUBDIVISION WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT
SURVEY REQUIREMENTS THIS ________________ DAY OF ___________________ , 2020.
________________________________
CITY ENGINEER
ASPEN CITY COUNCIL APPROVAL
THIS FINAL PLAT OF GORSUCH HAUS PD/SUBDIVISION WAS APPROVED BY THE CITY OF ASPEN CITY COUNCIL ON THE ______ DAY OF
____________________, 20___, BY ORDINANCE NO. _____, SERIES OF 2020, RECORDED _______________, 2020 IN THE OFFICE OF
THE CLERK AND RECORDER OF PITKIN COUNTY AS RECEPTION NO. ___________________ AND THE CITY OF ASPEN HEREBY
SPECIFICALLY CONFIRMS FOR THE BENEFIT OF ASPEN SKIING COMPANY LLC THAT CERTAIN EASEMENT OVER AND ACROSS HILL STREET
AS MORE PARTICULARLY DESCRIBED IN THE EASEMENT AGREEMENT RECORDED AS RECEPTION NO.____________, PURSUANT TO CITY
OF ASPEN CITY COUNCIL ORDINANCE NO._______________, RECORDED AS RECEPTION NO. ___________, AND AS SHOWN ON SHEET
4 HEREON.
______________________________________________________
MAYOR, TORRE DATE
ATTEST: _____________________________
CITY CLERK
SHEET INDEX
SHEET 1 - DEDICATION, CERTIFICATES, AND CONTROL DIAGRAM
SHEET 2 - OVERVIEW OF GORSUCH HAUS SUBJECT PROPERTIES,
PROPERTY DESCRIPTIONS, EASEMENTS AND SURVEY NOTES
SHEET 3 - RIGHT-OF-WAY DEDICATION, SUBDIVISION LOT DIMENSIONS
AND RECORD EASEMENTS
SHEET 4 - SUBDIVISION EASEMENTS
SHEET 5 - DRAINAGE ACCESS & MAINTENANCE EASEMENT
CONTROL DIAGRAM
CITY OF ASPEN CONFIRMATION OF RECREATIONAL USE EASEMENT GRANT
HILL STREET RIGHT OF WAY
PURSUANT TO CITY OF ASPEN CITY COUNCIL ORDINANCE NO. 39, AND AS FURTHER CONFIRMED IN THAT CERTAIN
EASEMENT AGREEMENT RECORDED AS RECEPTION NO._____________________ IN THE PITKIN COUNTY RECORDS, THE CITY
OF ASPEN HEREBY GRANTS AND CONFIRMS FOR THE USE AND BENEFIT OF ASPEN SKIING COMPANY, LLC, ITS SUCCESSORS,
ASSIGNS, AFFILIATES, AGENTS, CONTRACTORS AND EMPLOYEES, AS OPERATOR AND MANAGER OF THE LIFT FACILITIES AND
AS OPERATOR AND MANAGER OF THE ASPEN MOUNTAIN SKI AREA, A PERPETUAL, NON-EXCLUSIVE, PRIVATE RECREATIONAL
USE EASEMENT ACROSS, OVER, UNDER AND UPON THAT PORTION OF HILL STREET DEPICTED ON SHEET 4 HEREOF AND
LABELED “RECREATIONAL USE EASEMENT” FOR THE USE AND BENEFIT OF THE ASPEN SKIING COMPANY AND ITS AFFILIATES,
AGENTS, CONTRACTORS, EMPLOYEES, LICENSEES AND INVITEES, FOR THE PURPOSES OF INGRESS AND EGRESS TO AND USE
AND ENJOYMENT OF THE SKI LIFT FACILITIES, SKI TRAIL, SKI OPERATIONS AND OTHER SKI RELATED INFRASTRUCTURE AND
FACILITIES, AND FOR CONSTRUCTING, INSTALLING, ENLARGING, OPERATING, MAINTAINING, REPAIRING, REMOVING AND
REPLACING LIFT FACILITIES. THE ACTUAL LOCATION OF SAID RECREATIONAL USE EASEMENT SHALL BE DEEMED
AUTOMATICALLY AMENDED TO COINCIDE WITH THE AS-BUILT LOCATION OF THE SKIWAY AND AERIAL LIFT FACILITY AS IT
AFFECTS THE HILL STREET RIGHT OF WAY.
THE CITY OF ASPEN, A COLORADO HOME RULE MUNICPALITY
BY: _____________________ ___________________
TORRE, MAYOR DATE
ATTEST: _____________________________
CITY CLERK
... CONTINUED
IN CONNECTION WITH THE EXERCISE OF ANY RIGHT UNDER AND USE OF ANY EASEMENT GRANTED OR RESERVED BY THIS
CERTIFICATE, THE OWNER (OF LOT 1 OR LOT 2 AS THE CASE MAY BE) EXERCISING SUCH RIGHT SHALL INDEMNIFY AND HOLD
HARMLESS THE OTHER OWNER (OF LOT 1 OR 2, AS THE CASE MAY BE) FROM ANY CLAIMS, DEMAND, SUIT, JUDGMENT, LIEN
OR DAMAGES OF ANY NATURE ARISING OUT OF SUCH OWNER’S RIGHT, EXERCISE OR USE, INCLUDING REASONABLE
ATTORNEYS FEES AND COSTS INCURRED IN CONNECTION THEREWITH; AND THE OWNERS OF LOTS 1 AND 2 SHALL EACH AT
ALL TIMES MAINTAIN A COMMERCIAL LIABILITY INSURANCE POLICY WITH AN INSURANCE COMPANY WITH A BEST’S RATING
OF $_________, AND WITH MINIMUM LIMITS OF
EXECUTED THIS____ DAY OF ________________, 2020.
ASPEN SKIING COMPANY, LLC, A COLORADO LIMITED LIABILITY COMPANY
BY: ____________________________________________________________
___________________, ITS MANAGER
STATE OF COLORADO )
) SS.
COUNTY OF PITKIN )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ______
DAY OF ____________, 2020 BY _____________________ AS ____________________
OF ASPEN SKIING COMPANY, LLC.
WITNESS MY HAND AND OFFICIAL SEAL
MY COMMISSION EXPIRES _________
S.101
77
78 80
GOV'T LO
T
3
1
(WITHIN
A
S
P
E
N
CITY LIM
I
T
S
)
CENTERLINE 15' WIDE WATER PIPELINE EASEMENT
BK 412 PG 557
VACATED BY THE STREET AND EASEMENT VACATION
PLAT REC. #___________
CENTERLINE 15' WIDE DRAINAGE EASEMENT BK 291 PG 649
VACATED BY SEPARATE INSTRUMENT RECORDED AS
REC #_________________
PUBLIC SIDEWALK, UTILITY
AND SNOW STORAGE
EASEMENT REC #597440
25' WIDE EASEMENT FOR SKIERS AND
PEDESTRIANS PLAT BK 4 PG 489
AND WATERLINE EASEMENT TO CITY OF
ASPEN BK 411 PG 996
20' WIDE EASEMENT FOR FIRE ACCESS AND
DRAINAGE GRANTED TO MOUNTAIN
QUEEN CONDOS BK 275 PG 378 AND
WATERLINE EASEMENT GRANTED TO CITY
OF ASPEN BK 291 PG 649
SKI CORRIDOR EASEMENT
REC #597440
SHADOW MOUNTAIN VILLAGECONDOMINIUMSPLAT BK. 3 PG. 33
LOT 2
SOUTH ASPEN STREET SUBDIVISION/PUD,1ST AMENDEDREC. #616166
(A/K/A ONE ASPEN)
MOUNTAIN QUEENCONDOMINIUMSPLAT BK. 4 PG. 489
CONSERVATION PARCELBARBEE FAMILY SUBDIVISION, FIRST AMENDEDREC. #461107CITY OF ASPEN
LOT 1LIFT ONE LODGE
SUBDVISION/PUDREC. #597438
LOT 3LIFT ONE LODGE
SUBDVISION/PUDREC. #597438
CARIBOUCONDOMINIUMSPLAT BK. 94 PG. 52
PARCEL 2
10,917 SQ FT
0.251 ACRES
PARCEL C
1,827 SQ FT
0.042 ACRES
PARCEL D
1,825 SQ FT
0.042 ACRES
PARCEL 3
2,973 SQ FT
0.068 ACRES
PARCEL B
2,592 SQ FT
0.060 ACRES
CITY OF ASPEN
PITKIN COUNTY
AREA SUBJECT TO PARAGRAPH
4 "TEMPORARY CONSTRUCTION
EASEMENTS AND PERMANENT
ENCROACHMENT EASEMENTS"
PER THE MASTER EASEMENT
AGREEMENT RECORDED AS
REC. #597440
PARCEL 4
240,375 SQ FT
5.518 ACRES
50' SETBACK
BUILDING RESTRICTION
BK 231 PG 278
PARCEL A
1,917 SQ FT
0.044 ACRES
GOV'T LO
T
3
1
(WITHIN
A
S
P
E
N
CITY LIM
I
T
S
)
S70° 03' 10"E1.01'
S
1
1
°
2
5
'
3
0
"
E
1
1
0
.
7
7
'
10.00'
S75° 09' 11"E 182.60'
10.00'
N75° 09' 11"W 182.44'
10.00'10.00'
S14° 50' 49"W 63.83'
S89° 55' 06"W38.97'
N14° 50' 49"E 73.87'
PARCEL 1
23,897 SQ FT
0.549 ACRES
N38° 38' 25"E 72.34'
N45° 13' 35"W 33.86'
N14° 42' 57"E 30.93'
598.23'
S14° 50' 49"W6.17'
S75° 09' 11"E 181.46'
5
4
.
7
9
'
N89° 55' 0
6
"
E
53.70'
S4
5
°
0
0
'
0
0
"
W
2
8
7
.
8
1
'
N70° 37' 00"W 757.26'
N14° 40' 15"E 35.71'
S
1
1
°
2
5
'
3
0
"
E
1
9
7
.
7
5
'
N14° 50' 49"E 51.97'
N78° 21' 58"W
37.71'
S14° 50' 49"W 49.86'
37.65'
S75° 09' 11"E 182.76'
13
0
.
0
2
'
N75° 09' 11"W 184.89'
N89° 55' 0
6
"
E
5
5
9
.
2
6
'
N1
4
°
5
0
'
4
9
"
E
8
8
.
0
3
'
60
.
0
1
'
GOV'TLOT 38
TOP OF MILL SUBDIVISIONREC. #471099
HILL STREET R.O.W.
SOUTH ASPEN STREETR.O.W.
41
.
9
6
'
25
.
0
0
'
AREA OF REVOCABLE ENCROACHMENT
LICENSE AGREEMENT REMAINING BETWEEN
CITY OF ASPEN AND SHADOW MOUNTAIN
VILLAGE CONDOMINIUMS REC. #543674
FOUND #5 REBAR AND 1.25"
PLASTIC CAP L.S. 28643
FOUND #5 REBAR AND 11
4"
PLASTIC CAP
L.S. #25947
FOUND SPIKE FOUND SPIKE
FOUND #5 REBARFOUND #5 REBAR AND 1.25"
PLASTIC CAP
L.S. #ILLEGIBLE (BENT)
CORNER BEARS
S.67°16'28"E. 1.38'
FOUND PK NAIL IN
PAVEMENT
CORNER BEARS S65°53'16"E
1.23'
FOUND #5 REBAR AND 1.25"
PLASTIC CAP
L.S. #28643
FOUND #5 REBAR AND
1.25" PLASTIC CAP
L.S. #28643
FOUND #5 REBAR AND 11
4"
PLASTIC CAP
L.S. #ILLEGIBLE
FOUND #5 REBAR AND
11
4" PLASTIC CAP
L.S. #9184
POINT OF BEGINNING
PARCEL 4
BA
S
I
S
O
F
B
E
A
R
I
N
G
FINAL PLAT OF:
SHEET 2 OF 5
OVERVIEW OF GORSUCH HAUS SUBJECT PROPERTIES, PROPERTY DESCRIPTIONS, EASEMENTS AND SURVEY NOTES
GORSUCH HAUS PD/SUBDIVISION
A PARCEL OF LAND SITUATED IN THE NE1 4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.,
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
THE PURPOSE OF THIS PLAT IS TO CREATE A PLANNED DEVELOPMENT (PD),
REZONE, AND SUBDIVIDE THE SUBJECT PROPERTY
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 CL sb 13139.01 09/21/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION V2.dwg
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 80
40
16020
PROPERTY DESCRIPTION
ASPEN SKIING COMPANY, LLC PROPERTY:
[FROM THE TITLE COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY UNDER ORDER NO. QC62010933, DATED JANUARY 10, 2020]
PARCEL 1
LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 AND 14,
BLOCK 10,
EAMES ADDITION TO THE CITY OF ASPEN
PARCEL 2
LOTS 1, 2, 3, 4, 5, 6 AND 7,
BLOCK 12,
EAMES ADDITION TO THE CITY OF ASPEN
PARCEL 3
A PARCEL OF LAND BEING A PORTION OF THAT PROPERTY DESCRIBED IN THE DOCUMENT RECORDED JULY 15, 1985 AS RECEPTION NO. 156038 IN BOOK 270 AT
PAGE 21 OF THE PITKIN COUNTY RECORDS AND THAT PROPERTY DESCRIBED IN THE DOCUMENT RECORDED JULY 13, 1971 AS RECEPTION NO. 146439 IN BOOK
256 AT PAGE 506; SAID PARCEL OF LAND ALSO BEING SITUATED IN GOVERNMENT LOT 1 IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH
PRINCIPAL MERIDIAN; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY BOUNDARY LINE OF BLOCK 10 EAMES ADDITION TO THE CITY OF ASPEN, WHENCE THE NORTHEAST CORNER OF LOT 7
OF SAID BLOCK 10 BEARS N.15°46'58"E. A DISTANCE OF 41.96 FEET; SAID POINT ALSO BEING THE SOUTHWEST CORNER OF CARIBOU CONDOMINIUMS,
ACCORDING TO THE MAP THEREOF RECORDED APRIL 24, 1973 IN PLAT BOOK 4 AT PAGE 379; THENCE S.70°03'10"E. ALONG THE SOUTHERLY BOUNDARY LINE OF
SAID CARIBOU CONDOMINIUMS A DISTANCE OF 1.01 FEET TO THE NORTHWEST CORNER OF MOUNTAIN QUEEN CONDOMINIUMS, ACCORDING TO THE MAP
THEREOF RECORDED SEPTEMBER 27, 1974 IN PLAT BOOK 4 AT PAGE 489; THENCE LEAVING SAID SOUTHERLY BOUNDARY LINE OF SAID CARIBOU
CONDOMINIUMS S.11°25'30"E. ALONG THE WESTERLY BOUNDARY LINE OF SAID MOUNTAIN QUEEN CONDOMINIUMS A DISTANCE OF 110.77 FEET TO A POINT
ON THE SOUTH LINE OF SAID GOVERNMENT LOT 1; THENCE LEAVING SAID WESTERLY BOUNDARY LINE OF SAID MOUNTAIN QUEEN CONDOMINIUMS
S.89°55'06"W. ALONG SAID SOUTH LINE OF SAID GOVERNMENT LOT 1 A DISTANCE OF 43.70 FEET TO A POINT ON THE EASTERLY BOUNDARY LINE OF BLOCK 12
EAMES ADDITION TO THE CITY OF ASPEN; THENCE LEAVING SAID SOUTH LINE OF SAID GOVERNMENT LOT 1 N.15°46'58"E. ALONG THE EASTERLY BOUNDARY
LINE OF SAID BLOCK 12 EAMES ADDITION A DISTANCE OF 4.21 FEET TO THE NORTHEAST CORNER OF SAID BLOCK 12 EAMES ADDITION, SAID POINT ALSO BEING
THE SOUTHEAST CORNER OF SUMMIT STREET RIGHT OF WAY; THENCE CONTINUING N.15°46'58"E. ALONG THE EASTERLY LINE OF SAID RIGHT OF WAY A
DISTANCE OF 20.00 FEET TO THE SOUTHEAST CORNER OF SAID BLOCK 10 EAMES ADDITION; THENCE CONTINUING N.15°46'58"E. ALONG THE EASTERLY
BOUNDARY LINE OF SAID BLOCK 10 EAMES ADDITION A DISTANCE OF 88.05 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 2,973
SQUARE FEET OR 0.068 ACRES, MORE OR LESS.
PARCEL 4
A PARCEL OF LAND BEING A PORTION OF THAT PROPERTY DESCRIBED IN THE DOCUMENT RECORDED DECEMBER 19, 1946 AS RECEPTION NO. 094502 OF THE
PITKIN COUNTY RECORDS; SAID PARCEL OF LAND ALSO BEING SITUATED IN GOVERNMENT LOT 31 IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE
SIXTH PRINCIPAL MERIDIAN AS DESCRIBED BY THE DEPENDENT RESURVEY AND SURVEY PLAT OF TOWNSHIP 10 SOUTH, RANGE 85 WEST, OF THE SIXTH
PRINCIPAL MERIDIAN, FILED MAY 30, 1980 IN THE UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT OFFICE IN DENVER,
COLORADO ("BLM PLAT"); SAID PARCEL OF LAND IS LOCATED ENTIRELY WITHIN THE CITY LIMITS OF THE CITY OF ASPEN AND IS MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BEGINNING AT A POINT ON THE WESTERLY BOUNDARY LINE OF MOUNTAIN QUEEN CONDOMINIUMS, ACCORDING TO THE MAP THEREOF RECORDED
SEPTEMBER 27, 1974 IN PLAT BOOK 4 AT PAGE 489, WHENCE THE NORTHWEST CORNER OF SAID MOUNTAIN QUEEN CONDOMINIUMS BEARS N.11°25'30"W. A
DISTANCE OF 110.77 FEET; THENCE S.11°25'30"E. ALONG SAID WESTERLY BOUNDARY LINE OF MOUNTAIN QUEEN CONDOMINIUMS A DISTANCE OF 197.75 FEET;
THENCE CONTINUING ALONG SAID WESTERLY BOUNDARY LINE S.45°00'00"W. A DISTANCE OF 6.42 FEET TO THE SOUTHWEST CORNER OF SAID MOUNTAIN
QUEEN CONDOMINIUMS; THENCE LEAVING SAID WESTERLY BOUNDARY LINE S.45°00'00"W. ALONG THE EAST LINE OF SAID GOVERNMENT LOT 31 A DISTANCE
OF 281.39 FEET TO A POINT ON THE SOUTHERLY BOUNDARY LINE OF THE SOUTH ANNEXATION TO THE CITY OF ASPEN, COLO, ACCORDING TO THE MAP
THEREOF RECORDED MARCH 24, 1967 IN PLAT BOOK 3 AT PAGE 132; THENCE LEAVING SAID EAST LINE OF SAID GOVERNMENT LOT 31 N.70°37'00"W. ALONG
THE SOUTHERLY BOUNDARY LINE OF SAID SOUTH ANNEXATION TO THE CITY OF ASPEN A DISTANCE OF 757.26 FEET TO A POINT ON THE WEST LINE OF SAID
GOVERNMENT LOT 31; THENCE N.14°40'13"E. A DISTANCE OF 35.71 FEET TO THE SOUTHERLY MOST POINT OF GOVERNMENT LOT 38, ACCORDING TO SAID "BLM
PLAT"; THENCE ALONG THE COMMON LINE BETWEEN SAID GOVERNMENT LOT 31 AND SAID GOVERNMENT LOT 38 THE FOLLOWING TWO (2) COURSES:
1)N.38°38'25"E. A DISTANCE OF 72.34 FEET
2)N.45°13'35"W. A DISTANCE OF 33.86 FEET;
THENCE LEAVING THE EAST LINE OF SAID GOVERNMENT LOT 38, CONTINUING ALONG THE WEST LINE OF SAID GOVERNMENT LOT 31 N.14°42'57"E. A DISTANCE
OF 30.93 FEET TO A POINT ON THE NORTH LINE OF THE SE1/4NE1/4 OF SECTION 13, ALSO BEING A POINT ON THE NORTH LINE OF SAID GOVERNMENT LOT 31;
THENCE LEAVING SAID WEST LINE OF SAID GOVERNMENT LOT 31 N.89°55'06"E. ALONG THE NORTH LINE OF THE SE1/4NE1/4 OF SECTION 13, ALSO BEING THE
NORTH LINE OF SAID GOVERNMENT LOT 31, A DISTANCE OF 498.23 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF BLOCK 12, EAMES ADDITION TO
THE CITY OF ASPEN THENCE LEAVING SAID NORTH LINES S.14°50'49"W. ALONG THE WESTERLY BOUNDARY LINE OF SAID BLOCK 12 EAMES ADDITION A
DISTANCE OF 6.17 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 12 EAMES ADDITION; THENCE LEAVING SAID WESTERLY BOUNDARY LINE OF SAID BLOCK
12 EAMES ADDITION S.75°09'11"E. ALONG THE SOUTHERLY BOUNDARY LINE OF SAID BLOCK 12 EAMES ADDITIONS A DISTANCE OF 181.46 FEET TO THE
SOUTHEAST CORNER OF SAID BLOCK 12 EAMES ADDITION; THENCE N.15°46'58"E. ALONG THE EASTERLY BOUNDARY LINE OF SAID BLOCK 12 EAMES ADDITION A
DISTANCE OF 44.79 FEET TO A POINT ON SAID NORTH LINE OF SAID SE1/4NE1/4 OF SECTION 13, SAID POINT ALSO BEING A POINT ON THE NORTH LINE OF SAID
GOVERNMENT LOT 31; THENCE LEAVING SAID EASTERLY BOUNDARY LINE OF SAID BLOCK 12 EAMES ADDITION N.89°55'06"E. ALONG THE NORTH LINE OF THE
SE1/4NE1/4 OF SECTION 13, ALSO BEING THE NORTH LINE OF SAID GOVERNMENT LOT 31, A DISTANCE OF 43.70 FEET TO THE POINT OF BEGINNING. SAID
PARCEL OF LAND CONTAINING 240,375 SQUARE FEET OR 5.518 ACRES, MORE OR LESS.
CITY OF ASPEN
COUNTY OF PITKIN
STATE OF COLORADO
RIGHTS OF WAY VACATED BY ORDINANCE NO. ___ SERIES OF 2020, AS SHOWN IN THAT STREET AND EASEMENT VACATION PLAT RECORDED IN PLAT BOOK
_______________ AT PAGE ___________ AS RECEPTION NUMBER _______________ (DEPICTED HEREON AS PARCELS A, B, C, AND D).
ALL THE FOREGOING PROPERTY TO BE COLLECTIVELY REFERENCED HEREIN AS THE “SUBJECT PROPERTY"
HATCH LEGEND
ROW VACATED BY STREET AND EASEMENT VACATION PLAT
RECORDED ______________________, 20___ IN PLAT BOOK
_______________ AT PAGE ___________ AS RECEPTION NUMBER
_______________.
AREA OF REVOCABLE ENCROACHMENT LICENSE AGREEMENT
BETWEEN CITY OF ASPEN AND SHADOW MOUNTAIN VILLAGE
CONDOMINIUMS REC. #543674; PORTIONS OF WHICH REVOKED BY
STREET AND EASEMENT VACATION PLAT RECORDED
______________________, 20___ IN PLAT BOOK _______________
AT PAGE ___________ AS RECEPTION NUMBER _______________.
SURVEY NOTES
1) DATE OF FIELD WORK: AUGUST - SEPTEMBER 2005; UPDATED MAY 2006, JUNE AND JULY 2007,
OCTOBER - DECEMBER 2008, SEPTEMBER 209, AND MARCH 2010; UPDATED AUGUST 2013;
UPDATED AUGUST 2014; UPDATED JULY - SEPTEMBER 2015; UPDATED MAY 2018; UPDATED
JANUARY 2020
2) DATE OF PREPARATION: NOVEMBER - DECEMBER 2015; FEBRUARY 2016; UPDATED AUGUST -
SEPTEMBER 2016; UPDATED MAY - JUNE 2018; UPDATED JANUARY AND FEBRUARY 2020;
UPDATED SEPTEMBER 2020
3) BASIS OF BEARING: A BEARING OF N 14°50'49" E BETWEEN THE SOUTHEAST CORNER OF
SHADOW MOUNTAIN VILLAGE, A FOUND REBAR AND CAP L.S. #25947, AND THE SOUTHEAST
CORNER OF SOUTH ASPEN STREET SUBDIVISION, A FOUND REBAR & CAP LS #28643.
4) BASIS OF SURVEY: THE 1896 W. C. WILLITS MAP OF ASPEN, COLORADO, THE OFFICIAL MAP OF
THE CITY OF ASPEN PREPARED BY G.E. BUCHANAN DATED DECEMBER 15, 1959, THE SOUTH
ANNEXATION TO THE CITY OF ASPEN APPROVED BY ORDINANCE NO. 4, DATED MARCH 20, 1967
RECORDED IN PLAT BOOK 3 AT PAGE 132, THE 209 GPS CONTROL MONUMENTATION MAP FOR
THE CITY OF ASPEN PREPARED BY MARCIN ENGINEERING LLC REVISED JULY 13, 2010, THE PLAT
OF LIFT ONE LODGE SUBDIVISION, RECORDED MARCH 5, 2013, THE STREET, ALLEYWAY AND
EASEMENT VACATION PLAT RECORDED MARCH 5, 2013 UNDER RECEPTION NO. 597435, THE
PLAT OF SOUTH ASPEN STREET SUBDIVISION RECORDED APRIL 27, 2007 UNDER RECEPTION NO.
537080, THE FIRST AMENDED PLAT OF SOUTH ASPEN STREET SUBDIVISION RECORDED
DECEMBER 19, 2014 AS RECEPTION NO. 616166, THE CONDOMINIUM MAP OF MOUNTAIN
QUEEN CONDOMINIUMS RECORDED SEPTEMBER 27, 1974 IN PLAT BOOK 4 AT PAGE 489, THE
CONDOMINIUM MAP OF CARIBOU CONDOMINIUMS RECORDED SEPTEMBER 8, 209 IN PLAT
BOOK 4 AT PAGE 379, THE CONDOMINIUM MAP OF SHADOW MOUNTAIN VILLAGE RECORDED
JULY 12, 1965 IN PLAT BOOK 3 AT PAGE 33, THE AMENDED PLAT OF BARBEE FAMILY
SUBDIVISION/PUD RECORDED NOVEMBER 21, 2001 IN PLAT BOOK 59 AT PAGE 222,THE STREET
AND EASEMENT VACATION PLAT RECORDED _________________, 2020 AS RECEPTION NO.
_______________, DOCUMENTS OF RECORD AND THE FOUND SURVEY 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
ITEMS DESCRIBED IN NOTE 4 AND THE TITLE COMMITMENT PREPARED BY LAND TITLE
GUARANTEE COMPANY UNDER ORDER NO. QC62010933, DATED JANUARY 10, 2020.
6) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS
DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF
STANDARDS AND TECHNOLOGY.
PARENTING PARCELS
PARCEL AREA (SQ.FT.) AREA (ACRES)
PARCEL 1 23,897 0.549
PARCEL 2 10,917 0.251
PARCEL 3 2,973 0.068
PARCEL 4 240,375 5.518
PARCEL A 1,917 0.044
PARCEL B 2,592 0.060
PARCEL C 1,827 0.042
PARCEL D 1,825 0.042
TOTAL 286,323 6.573
RESULTING SUBDIVISION PARCELS
PARCEL AREA (SQ.FT.) AREA (ACRES)
LOT 1 44,545 1.023
LOT 2 238,065 5.471
DEDICATED ROW 3,713 0.079
TOTAL 286,323 6.573
S.102
PUBLIC SIDEWALK, UTILITY
AND SNOW STORAGE
EASEMENT REC #597440
25' WIDE EASEMENT FOR SKIERS AND
PEDESTRIANS PLAT BK 4 PG 489
AND WATERLINE EASEMENT TO CITY OF
ASPEN BK 411 PG 996
20' WIDE EASEMENT FOR FIRE ACCESS AND
DRAINAGE GRANTED TO MOUNTAIN
QUEEN CONDOS BK 275 PG 378 AND
WATERLINE EASEMENT GRANTED TO CITY
OF ASPEN BK 291 PG 649
SKI CORRIDOR EASEMENT
REC #597440
SHADOW MOUNTAIN VILLAGECONDOMINIUMSPLAT BK. 3 PG. 33
LOT 2
SOUTH ASPEN STREET SUBDIVISION/PUD,1ST AMENDEDREC. #616166
(A/K/A ONE ASPEN)
MOUNTAIN QUEENCONDOMINIUMSPLAT BK. 4 PG. 489
CONSERVATION PARCELBARBEE FAMILY SUBDIVISION, FIRST AMENDEDREC. #461107CITY OF ASPEN
LOT 1LIFT ONE LODGE
SUBDVISION/PUDREC. #597438
LOT 3LIFT ONE LODGE
SUBDVISION/PUDREC. #597438
CARIBOUCONDOMINIUMSPLAT BK. 94 PG. 52
CITY OF ASPEN
PITKIN COUNTY
50' SETBACK
BUILDING RESTRICTION
BK 231 PG 278
GOV'TLOT 38
TOP OF MILL SUBDIVISIONREC. #471099
S75° 09' 11"E
HILL STREET R.O.W.
SOUTH ASPEN STREETR.O.W.
AREA OF REVOCABLE ENCROACHMENT
LICENSE AGREEMENT REMAINING BETWEEN
CITY OF ASPEN AND SHADOW MOUNTAIN
VILLAGE CONDOMINIUMS REC. #543674
LOT 2238,065 SQ FT±5.465 ACRES±
DEDICATED ROW
3,713 SQ FT±
0.085 ACRES±
LOT 144,545 SQ FT±1.023 ACRES±
BA
S
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F
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FINAL PLAT OF:
SHEET 3 OF 5
RIGHT-OF-WAY DEDICATION, SUBDIVISION LOT DIMENSIONS AND RECORD EASEMENTS
GORSUCH HAUS PD/SUBDIVISION
A PARCEL OF LAND SITUATED IN THE NE1 4 OF SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.,
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
THE PURPOSE OF THIS PLAT IS TO CREATE A PLANNED DEVELOPMENT (PD),
REZONE, AND SUBDIVIDE THE SUBJECT PROPERTY
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 CL sb 13139.01 09/21/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION V2.dwg
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 80
40
16020
HATCH LEGEND
DEDICATED SOUTH ASPEN STREET RIGHT-OF-WAY
(SEE DEDICATION PARAGRAPH 1)
AREA OF REVOCABLE ENCROACHMENT LICENSE (REC. #543674)
AREA OF CITY OF ASPEN RIGHT-OF-WAY FOR SOUTH ASPEN
STREET PER THIS PLAT
PARENTING PARCELS
PARCEL AREA (SQ.FT.) AREA (ACRES)
PARCEL 1 23,897 0.549
PARCEL 2 10,917 0.251
PARCEL 3 2,973 0.068
PARCEL 4 240,375 5.518
PARCEL A 1,917 0.044
PARCEL B 2,592 0.060
PARCEL C 1,827 0.042
PARCEL D 1,825 0.042
TOTAL 286,323 6.573
RESULTING SUBDIVISION PARCELS
PARCEL AREA (SQ.FT.) AREA (ACRES)
LOT 1 44,545 1.023
LOT 2 238,065 5.471
DEDICATED ROW 3,713 0.079
TOTAL 286,323 6.573
S.103
SUBSURFACE STRUCTURAL EASEMENT
(SEE DEDICATION PARAGRAPH 4)
37.65' SOUTH ASPEN
STREET ROW
PUBLIC SIDEWALK,
UTILITY AND SNOW
STORAGE EASEMENT
REC. #597440
SKI CORRIDOR
EASEMENT
REC. #597440
PUBLIC
PEDESTRIAN
EASEMENT
WIDTH VARIES
(SEE DEDICATION
PARAGRAPH 6)
MOUNTAIN OPERATIONS ROAD
PRIVATE EASEMENT FOR PEDESTRIAN AND
BICYCLE USES
(SEE DEDICATION PARAGRAPH 12)
TEMPORARY RECIPROCAL CONSTRUCTION EASEMENT
(SEE DEDICATION PARAGRAPH 3)
6' PUBLIC TRAIL
EASEMENT
(SEE DEDICATION
PARAGRAPH 2)
UTILITY EASEMENT
(SEE DEDICATION PARAGRAPH 8)
AREA SUBJECT TO "TEMPORARY
CONSTRUCTION EASEMENTS AND PERMANENT
ENCROACHMENT EASEMENTS," PER
PARAGRAPH 4 OF THE MASTER EASEMENT
AGREEMENT, RECORDED MARCH 5, 2013 AS
REC. #597440
REMAINING AREA OF REVOCABLE
ENCROACHMENT LICENSE GRANTED
TO SHADOW MOUNTAIN VILLAGE
APARTMENTS
REC. #543674
SUBSURFACE STRUCTURAL EASEMENT
(SEE DEDICATION PARAGRAPH 4)
EASEMENT GRANTED BY MOUNTAIN QUEEN CONDOS
FOR SKIERS AND PEDESTRIANS
PLAT BK.4 PG.489
AND WATERLINE EASEMENT TO CITY OF ASPEN
BK. 411 PG. 996
EASEMENT FOR FIRE ACCESS AND DRAINAGE
GRANTED TO MOUNTAIN QUEEN CONDOS
BK.275 PG.378 AND WATERLINE EASEMENT
GRANTED TO CITY OF ASPEN
BK.291 PG.649
BUILDING FOOTPRINT
AT GROUND LEVEL
MOUNTAIN OPERATIONS ROAD
PRIVATE ACCESS EASEMENT
(SEE DEDICATION PARAGRAPH 5 AND 12)
TEMPORARY RECIPROCAL
CONSTRUCTION EASEMENT
(SEE DEDICATION
PARAGRAPH 3)SUBSURFACE STRUCTURAL EASEMENT
(SEE DEDICATION PARAGRAPH 4)
TEMPORARY RECIPROCAL
CONSTRUCTION EASEMENT
(SEE DEDICATION PARAGRAPH 3)
LOT 1
SKI ACCESS FROM
NORWAY SKI RUN
SOUT
H
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S
P
E
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S
T
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E
E
T
R
O
W
UTILITY EASEMENT
(SEE DEDICATION
PARAGRAPH 8)LOT 2
LOT 2
SHADOW MOUNTAIN VILLAGE
CONDOMINIUMS
LIFT ONE LODGE SUBDIVISION
LIFT TOWER 4
HI
L
L
S
T
R
E
E
T
R
O
W
LOT 3
SUBSURFACE EASEMENT
(ALL OF LOT 3)
REC. #597440
LOT 1
RECREATION
EASEMENT
REC. #597440
NO BUILD AND MAINTENANCE
EASEMENT
REC. #597440
LIFT FACILITIES EASEMENT
(SEE DEDICATION
PARAGRAPH 9)
MOUNTAIN OPERATION
ROAD PRIVATE ACCESS
EASEMENT
(SEE DEDICATION
PARAGRAPH 10)
S7
5
°
0
9
'
1
1
"
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#
_
_
_
_
_
_
_
_
_
_
_
50' SETBACK
BUILDING RESTRICTION
BK 231 PG 278
PUBLIC PEDESTRIAN EASEMENT
TO S. ASPEN STREET
UTILITY EASEMENT
(SEE DEDICATION PARAGRAPH 8)
PUBLIC PEDESTRIAN EASEMENT
TO S. ASPEN STREET AND
BARBEE OPEN SPACE
BARBEE
OPEN SPACE
SKIWAY
19.7'
LIFT CENTERL
I
N
E
LIFT TOWER 5
LIFT TOWER 75.0' SETBACK
(TYP)
5.0' SETBACK
(TYP)
5.0' SETBACK
(TYP)
UTILITY EASEMENT
(SEE DEDICATION
PARAGRAPH 8)
6' PUBLIC TRAIL EASEMENT
(SEE DEDICATION
PARAGRAPH 2)
SKIWAY
LOT 2
LIFT TOWER 6
FINAL PLAT OF:
SHEET 4 OF 4
SUBDIVISION EASEMENTS
GORSUCH HAUS
PD/SUBDIVISION
A PARCEL OF LAND SITUATED IN THE NE1 4 OF SECTION 13,
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.,
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
THE PURPOSE OF THIS PLAT IS TO
CREATE A PLANNED DEVELOPMENT
(PD), REZONE, AND SUBDIVIDE THE
SUBJECT PROPERTY
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
CL sb 13139.01 09/21/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION V2.dwg
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
HATCH LEGEND
ASPEN STREET AND HILL STREET RIGHT-OF-WAY
PER THIS PLAT
AREA OF REVOCABLE ENCROACHMENT LICENSE (REC. #543674)
STAIRS
PUBLIC TRAIL EASEMENT (SEE DEDICATION PARAGRAPH 2)
MOUNTAIN OPERATIONS ROAD PRIVATE ACCESS EASEMENT
FOR THE BENEFIT OF LOT 1 (SEE DEDICATION PARAGRAPH 5)
RECREATIONAL USE EASEMENT FOR THE BENEFIT OF ASPEN SKI
COMPANY (DEDICATED BY THE CITY OF ASPEN)
PUBLIC PEDESTRIAN EASEMENT
(SEE DEDICATION PARAGRAPH 6)
UTILITY EASEMENT (SEE DEDICATION PARAGRAPH 8)
RESERVED LIFT AND SKI FACILITY EASEMENT AREA
(SEE DEDICATION PARAGRAPH 9)
MOUNTAIN OPERATIONS ROAD PRIVATE ACCESS EASEMENT
FOR THE BENEFIT OF ASPEN SKI COMPANY
(SEE DEDICATION PARAGRAPH 10)
MOUNTAIN OPERATIONS ROAD PRIVATE EASEMENT FOR
PEDESTRIAN AND BICYCLE USES
(SEE DEDICATION PARAGRAPH 12)
S.104
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20.0'
10.0'
25.0'
HI
L
L
S
T
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E
T
R
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O
.
W
.
SOUTH ASPENSTREET R.O.W.
LOT 2
LOT 1
20' WIDE EASEMENT FOR FIRE ACCESS AND
DRAINAGE GRANTED TO MOUNTAIN
QUEEN CONDOS BK 275 PG 378 AND
WATERLINE EASEMENT GRANTED TO CITY
OF ASPEN BK 291 PG 649
SOUTH ASPENSTREET R.O.W.
STORMWATER
TREATMENT VAULT
STORMWATER TREATMENT VAULT
(NOTE: STORMWATER TREATMENT VAULT & ASSOCIATED
INFRASTRUCTURE LOCATED WITHIN CITY OF ASPEN
RIGHTS-OF-WAY SHALL BE SUBJECT TO ENCROACHMENT
LICENSE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY
STORM INLET
ROADSIDE SWALE
DRAINAGE SWALE
(WEST SWALE)
STORM DRAIN
(TYP)
DRAINAGE ACCESS &
MAINTENANCE EASEMENTS
(SEE DEDICATION PARAGRAPH 13)
LOT LINE
LOT LINE
MOUNTAIN
OPERATION ROAD
DRAINAGE ACCESS &
MAINTENANCE EASEMENTS
(SEE DEDICATION PARAGRAPH 13)
DRAINAGE ACCESS &
MAINTENANCE EASEMENTS
(SEE DEDICATION PARAGRAPH 13)
DRAINAGE SWALE
STORM INLET
STORM
MANHOLE/INLET
STORM
MANHOLE/INLET
FINAL PLAT OF:
SHEET 5 OF 5
DRAINAGE ACCESS &
MAINTENANCE EASEMENTS
GORSUCH HAUS
PD/SUBDIVISION
A PARCEL OF LAND SITUATED IN THE NE1 4 OF SECTION 13,
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.,
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
THE PURPOSE OF THIS PLAT IS TO
CREATE A PLANNED DEVELOPMENT
(PD), REZONE, AND SUBDIVIDE THE
SUBJECT PROPERTY
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
CL sb 13139.01 09/21/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION V2.dwg
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
HATCH LEGEND
DRAINAGE ACCESS & MAINTENANCE EASEMENTS
(SEE DEDICATION PARAGRAPH 13)
ASPEN STREET AND HILL STREET RIGHTS OF WAY
PER THIS PLAT
S.105