HomeMy WebLinkAboutDRC ResponsesDesign Workshop, Inc.
Landscape Architecture
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120 East Main Street
Aspen, Colorado 81611
970.925.8354
designworkshop.com
September 21, 2020
Garrett Larimer
Community Development Department
Copy to: Jennifer Phelan
Capital Assets
City of Aspen
130 South Galena Street, 3rd Floor
Aspen, CO 81611
Dear Garrett,
In response to the collective August 17th, 2020 Development Review Committee (DRC)
Comments and subsequent requests for additional details/revisions to the Gorsuch Haus
Detailed Review Application and Draft Plan Set submitted on March 2nd, 2020 we have
prepared a package of updated materials with responses to questions raised in your
review. The package also includes previously requested materials and additional studies
useful for our upcoming Planning and Zoning review.
Summary of Amendments
The following summary of our amendments is organized around the comments we
received from the Detailed Review Development Review Committee. Life safety and
further detailing has required changes as detailed herein; the application is materially
consistent with the Ordinance 39.
Tramway Board Approval
The Aspen Skiing Company airspace variance request for the Gorsuch Haus was approved
by the Colorado Passenger Tramway Safety Board on September 9, 2020. The Project
obtained approval following review and recommendations by the Technical committee.
These changes are:
• The addition of a lift tower between the previously located Tower 4 and 5. Tower
5 shifted upslope and was renumbered Tower 6.
• Tower heights increased to achieve greater vertical separation between the public
amenity space below.
• The Gorsuch Haus roof overhang at the Northeast corner of the building was
reduced and the face of building was modified to provide 12ft of horizontal
clearance between the downhill carrier and face of building. To make this change,
a reduction of the enclosed dining area at the World Cup Terrace occurred.
Tree Mitigation and Landscape Plan
As a result of the September 1, 2020 meeting with the Parks Department, it was
determined the removal of all trees in South Aspen St. ROW would be necessary due to
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grade changes below the drip line of the trees to accommodate mudflow and stormwater
infrastructure. Submitted as part of this update are:
• Updated Survey identifying these trees to be removed and their size.
• Updated Existing Landscape Plan and tree mitigation fee calculation
• Updated Landscape Plan showing additional replacement trees and updates of
street trees type to red maple.
Engineering
Meeting between the Applicant team and Engineering occurred on August 28 and
September 10, 2020 to discuss the DRC comments received. The changes reflected in the
draft Detailed Review Plan Set included as part of this update include:
• Minor changes documented in the West Swale Plan, Profile and Sections due to
grade modification in ROW as a result of tree removal and the lower the cul de sac
wall height.
• Minor changes documented in the Perimeter Grading Plan. On the west, changes
have occurred to the top of wall heights as a result of the swale adjustments and
also the modification the exiting on Level 4 from a door on the west side to a door
and a new corridor on the east. East perimeter grades have been updated to
accommodate this new exiting strategy.
• The Cul de Sac Plan, Profile & Grading Plan reflects the adjusted wall heights at the
cul-de-sac walls and provides further clarification of spot elevations at the
entrance to the garage – indicating that the entrance is also the high point.
• Bollards have been included at the cul de sac.
• The snow-melted concrete specification has been updated to reflect a higher
strength psi.
• Design Workshop memos of August 26th and September 15th to the Engineering
Department provided additional responses to the Department’s comments.
Development Agreement, Easement Modifications and Plat Updates
The Applicant team discussed easement and plat modifications with Engineering during
the discussions on August 28 and September 10, 2020. All modifications have been
reviewed and verified with the Aspen Skiing Company. The noted changes to the Draft
Development Agreements, Easements and Plat include:
• Additional language clarifying access for pedestrians and bicyclists on the
Mountain Access Road.
• The access easement from the Project to Monarch Street has increased in width to
6ft.
• An access easement has been included for City maintenance of the mudflow inlet.
• A permanent encroachment license agreement has been included for the 16in
water line in the Hill Street ROW.
• Drainage easements have been updated.
Dimensional Standards
The Applicant team engaged Community Development and Zoning in several discussions
related to the classification of space and calculations of floor area. The Project design steps
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with the topography so minor floor area adjustments have been driven by proportionate
sub-grade area, as revised. This has resulted in updates listed below to the overall project.
The revised floor areas are documented in the tables provided.
• Adjustments have been made to the classification of space from non-unit to lodge
use. Greater detail of non-unit spaces has been provided. Additionally, calculations
have been updated to include the following areas:
o The Parking Level entry to garage
o Level 4 Mechanical space
• Average net livable are for individual lodge units has been updated to comply with
the method for measuring determined by Community Development. This resulted
in a decrease of the average unit size – impacting Affordable Housing calculations.
Table 1. Floor Area Comparison
Project Review Detailed Review
Lodge 42,077 34,022
Commercial 7,730 7,483
Affordable Housing 730 730
Free Market Residential 8,633 8,000
Total Floor Area 64,023 63,614
Total Number of Keys (Hotel Rooms) 81
Table 2. Proposed Floor Area
Floor Level
% of
Exposed
Wall
Affordable
Housing Lodge Commercial Residential
Below Grade Parking Level 0.0%0 0 0 0 0 -
Level 1 Arrival 27.0%0 806 49 0 2,595 3,450
Level 2 41.6%334 3,400 308 0 1,137 5,179
Level 3 67.3%0 1,923 3,852 0 1,793 7,568
Level 4 69.5%0 6,094 582 0 1,138 7,815
Level 5 72.5%0 9,496 0 0 718 10,214
Level 6 75.5%0 8,226 0 0 747 8,973
Level 7 85.2%0 10,217 0 0 488 10,705
Level 8 Rooftop Deck 100.0%0 0 0 5,441 1,076 6,517
Level 9 100.0%0 0 3,192 0 3,192
334 40,163 4,791 8,633 9,693 63,614
Total Lot Area
(slopes and rights-of-ways
excluded)28,301
0.01 1.42 0.17 0.31 2.25
TOTAL FLOOR AREA
PROPOSED FLOOR AREA RATIO
Total Floor Area
Total Proposed Unit Space SF Non-Unit
Space AH,
L, C ,R
Total Above
Grade Floor
Area
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The Applicant maintains the request that the approved dimensions from the Project
Approval pursuant to Ordinance 39 Series of 2016 remain in full effect. Minor adjustments
to reflect programming changes as the project moves from planning to building permit
shall be permitted, but in no instance shall any dimensions exceed what is outlined in said
Ordinance.
Table 3. Proposed Net Livable/Net Leasable Calculations
Affordable
Housing Lodge Free Market
Residential Commercial
Below Grade Parking Level - - -
Level 1 Arrival - - 180
Level 2 730 2,394 742
Level 3 - 1,944 5,723
Level 4 - 5,010 838
Level 5 - 7,704 -
Level 6 - 7,858 -
Level 7 - 9,112 -
Level 8 - - 5,072 -
Level 9 - - 2,928 -
Total Net Livable / Leasable 730 34,022 8,000 7,483
81
420.02Average Net Livable Area of Individual Lodge Units
Net Leasable / Livable Sq. Ft.
Floor Level
Total Number of Keys (Hotel Rooms)
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Affordable Housing
Updated calculations will be conducted at final review and confirmed at building permit.
The Affordable Housing requirement with the Density Standard incentives applied are
derived using 26.470.100(A)³ and interpolated from the chart in Code Section:
26.470.070.8.a.2 based on the average unit size of 420.
Table 4. Affordable Housing Mitigation Requirements
Lodging Take-offs 1
Regular Hotel Rooms 81
Total Number of Keys 81
Required GMQS
Pillow
Allotments
2016 Pillow
Allotments
2017 Pillow
Allotments
Total Lodging Net Livable Area
(sf) 34,022 162 112 50
Average Unit Size - Total Lodging
Net Livable Area / Total Number
of Keys (sf) 420.0
Chart / Average Unit Size -
Net Livable Area of Lodge
Units
Percent
(431.9-
400)/100
500
420.0 0.20
400
Required Mitigation Percentage - Interpolated Chart - Sec. 26.470.070.8.a.2 Lodge Development 2
Mitigation % of Employee
Generation
(Lodge/Commercial)
((40-20)*0.20+20)*100
40
24.00%
20
Mitigation % of Net Livable
Area (Free Market)
((30-20)*0.20+20)*100
30
22.00%
20
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Table 5. Affordable Housing Mitigation Calculations
0.00%
24.00%
# of Keys Average
Unit Size
Lodge / Owner Restricted
Condominiums 81 420.0 0.6 Employees / Key4 48.60 24.00%11.67
11.67
4,666.56
Commercial Land Use Category6
Total Commercial Net Leasable
Total Commercial Net Leasable At
Grade 4.7 25.23 24.00%6.06
Total Commercial Net Leasable
Subgrade [Level 2 & 3]3.5 8.3 24.00%1.98
8.04
3,216.34
Free Market Multi-Family
Residential
Percent of Square
Footage Required
for Mitigation
Requited
Mitigation
(8,000 x 30%)
Net Livable Area 0.00%-
0.00
-
19.71
7,882.90
Free Market - Net Livable Area Percentage Requiring Mitigation
Required Mitigation Percentage
Requited
Mitigation
(48.6 FTE x
26.39%)
Total Employee Generation Required (FTE)
Total Square Footage Requirement9 (at 400 sf per FTE)
Net Leasable
Square Feet (sf)7
Percent of
Employee
Generation
Required for
Mitigation1
Lodge Land Use Category 4
Totals for Mitigation
Employee (FTEs)
Generation Rate5
(Code Generation)
FTE Employees
Generated
(81 x 0.6)
FTE Employees
Generated
a.(5,958/1000)*
4.7
b.(642/1000)*3.
5
Percent of
Employee
Generation
Required for
Mitigation1
Requited
Mitigation
AFFORDABLE HOUSING REQUIREMENTS SUMMARY:
Total Employee Mitigation Required (FTEs)
(Lodging FTE + Commercial FTE +,Free Market Net Livable Conversion to FTE)
Total Square Footage Mitigation Requirement (sq. ft.)
Total Square Footage Requirement9 (at 400 sf per FTE)
Total Employee Generation Required (FTE)³
2,362
5,368
Employees (FTEs)
Generated for each
1,000 sf8
(Code Generation)
Lodging/Commercial - Employee Generation Percentage Requiring Mitigation
7,483
Total Employee Generation Required (FTE)
Total Square Footage Requirement9 (at 400 sf per FTE)
Net Livable
Square Feet (sf)7
8,000
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Notes:
1. For lodging projects with flexible unit configurations, also known as "lock-off units," each separate "key" or
rentable division shall constitute a unit.
2. With the density bonus established at 550 sf of gross lot area per lodging key through the dimensional
standards for the Gorsuch Haus Planned Development within the Lodge zone district, the employee generation
mitigation requirements are established utilizing the chart applicable to lodging development pursuant to the
chart in Section 26.470.070.8.a.2 of the Land Use Code. The chart requires an interpolation of the percentage of
mitigation required based on the average net livable area of the lodging units for the Gorsuch Haus
development. When the average unit size falls between the square-footage categories (in this case between
400 sf and 500 sf) the required affordable housing is determined by interpolating the schedule illustrated in the
chart for Section 26.470.070.8.a.2 (in this case between 20% and 30% for the Affordable Housing Net Livable
Area required as a percent of free-market net livable area and between 20% and 40% for the percentage of
employee generation requiring the provision of mitigation).
3. Per Code Section 26.470.100 (A) for lodge projects only: An efficiency or reduction in the number of
employees required for the lodging component of the project may, at the discretion of the Commission as a City
of Aspen Land Use Code Part 400 – GMQS Page 9 means of incentivizing a lodge project, be applied as a credit
towards the mitigation requirement of the free-market residential component of the project. Any approved
reduction shall require an audit to determine actual employee generation after two (2) complete years of
operation of the lodge.
4. AH employee generation for Lodging is based off of the number of lodging units, other uses including
administration, back of house, living room, front desk, ski concierge, ski locker, valet, storage, conference space,
business center, etc. are classified as accessory uses and therefore they do not generate employees. The spa is
also under the accessory use category as it is not anticipated to be open to the public and will serve only lodging
and residential guests. Additionally, the unit space for lodging does not include circulation, mechanical, and
other space that is not included in the calculations for net-livable or net leasable space.
5. Employee Generation Rate for the Lodge zone district pursuant to code section 26.470.100.A.1. Employee
generation is 0.6 per lodging bedroom and 4.7 employees generated per 1000 sf of net leasable space
6. Commercial uses include Food and Beverage, Retail, Service and Recreation. The accessory lodging uses such
as the spa area and conference facilities are not included in the mitigation for affordable housing as these are
accessory lodging uses.
7. AH calculations for commercial and residential areas are based on the Net Leasable and Net Livable areas
within a development as defined Per Code Section 26.575.020.I Measurement of Net Leasable Area and Net
Livable Area.
8. Section 26.470.100.A states that per the Lodge or Commercial district zoning 4.7 employees are generated per
1,000 sf of net leasable space; however, for basement and upper floors the rates of employee generation shall
be reduced by 25% (does not apply to lodge units) this equates to an employee generation rate of 3.525
employees per 1,000 sf of net leasable commercial space.
9. Per code section 26.470.100.A.4. Employee/square footage conversion. Whenever an affordable housing
mitigation requirement is required to be converted between a number-of-employees requirement and a square-
footage requirement, regardless of direction, the following conversion factor shall be used: 1 employee equals
400 square feet of net livable area.
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Building
Code compliance review performed by Jensen Hughes in addition to DRC comments from
Building resulted in modifications to the existing strategy and construction to improve life
safety. Changes are listed below:
• Emergency egress and exiting change occurred at Level 4. Exiting was redirected
from the west to the east through a new corridor and discharge door.
• Additional wall sections and code compliance reviews are included to provide
greater detail.
• The Jensen Hughes Code Compliance narrative of September 8, 2020 was provided
to the City of Aspen Building Department to provide detailed support for the
project’s IBC compliance.
Measurement of Height
Community Development, Zoning and the Applicant Team have engaged in detailed
discussions to confirm the method for measuring height. Following is the method defined
by the Land Use Code and the approach the Applicant is utilizing for this Project:
• At the perimeter of the building, height is measured from the most restrictive of
proposed or interpolated grade measured at the midpoint of the continuous roof
plane. The midpoint is defined by Aspen Land Use code section 26.575.020.f.2.b. It
is our understanding from this code section that the midpoint of each roof plane
and all portions below the midpoint of the roof line must be to be under 40ft of
the most restrictive grade.
• Within the proposed grade definition, our understanding of what is considered
finished grade is either the dirt or occupiable surface at the face of the building as
would be defined by measuring grade under the IBC.
o Within 15ft of that perimeter, we are using interpolated grade (per code
section 26.575.020.f.3.b).
• For the west elevation, proposed grade is measured at the top of the western
most retaining wall as documented in Ordinance 39 Series of 2016.
Additional modifications related to height include:
• The roof top deck amenity has been lowered and a 50% transparent pool deck
railing has been included.
• Building perimeter has been modified due to revised exiting strategy at Level 4
• The Height Plan has been updated to document all changes
Special Review
The Applicant team maintains the request for special review of the transformer, recloser
and switchgear currently proposed on the east side of the Project, within the property
setback and crossing into the proposed Lot 2. This utility vault design will include a metal,
mesh-screen lid and is considered as exterior space. No additional construction is
proposed within the setbacks.
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Supplemental Materials Package:
The materials included provide additional details and refinements to the plans submitted
as an amendment to the application on September 1st, 2016. While some of the
calculations have changed slightly due to conversations/clarifications with Staff, no
substantial changes have been made.
1. Gorsuch Haus CPTSB Variance Request – Submitted May 25, 2020
Approved September 9, 2020
2. Gorsuch Haus Subdivision and PD Development Agreements
3. Certificate of Ownership, Dedications and Reservations
Draft Plan Set Exhibit Revised Materials:
Only the updated materials have been included in this package of updated exhibits. Sheets
italicized indicate new materials prepared as requested by review agency.
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
P008 Illustrative Perspective
P010 Illustrative Plan arrival at South Aspen St.
P011 Illustrative Perspective South Aspen 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
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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 & Fire Rated Walls
G101 Code Analysis – Occupancy & Fire Rated Walls
G102 Code Analysis – Occupancy & Fire Rated Walls
G103 Code Analysis – Occupancy & Fire Rated Walls
G104 Code Analysis – Occupancy & Fire Rated Walls
G105 Code Analysis – Occupancy & Fire Rated Walls
G106 Code Analysis – Occupancy & Fire Rated Walls
G107 Code Analysis – Occupancy & Fire Rated Walls
G108 Code Analysis – Occupancy & Fire Rated Walls
G109 Code Analysis – Occupancy & 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 North Height – Section 1 and 2
D312 North Height – Section 3 and 4
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G050 Snow Shedding Roof Plan
G051 Dormer Plan
A801 Material Board
C.2.00 Cul-de-sac Plan, Profile and Grading
C.2.03 Conceptual Perimeter Grading Plan
C.2.06 West Swale Plan, Profile & Sections
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
GORSUCH HAUS
LIFT ONE ASPEN MOUNTAIN
COLORADO PASSENGER SAFETY TRAMWAY BOARD
SETBACK VARIANCE REQUEST
PREPARED FOR
ASPEN SKIING COMPANY
MAY 25, 2020
REVISED AUGUST 5,2020
COMPILED BY
120 EAST MAIN STREET
ASPEN, CO 81611
970.925.8354
Gorsuch Haus Arrival | Aspen, CO
On the Cover: Gorsuch Haus | Aspen, CO
INTRODUCTION
PROJECT DESCRIPTION
LIFT 1A REPLACEMENT
LIFT CORRIDOR EXTENT
LOCAL FIRE PROTECTION
ASPEN FIRE DEPARTMENT
FIRE ACCESS AND STAGING
SURROUNDING IMPROVEMENTS
ARCHITECTURAL SITE PLAN
PREPARED BY 4240
ARCHITECTURAL FLOOR PLANS
PREPARED BY 4240
WALL SECTIONS
PREPARED BY 4240
WALL ASSEMBLIES
PREPARED BY 4240
SUPPORTING MATERIALS
EXTERIOR MATERIALS AND FIRE / LIFE SAFETY STRATEGY
PREPARED BY 4240
CODE COMPLIANCE NARRATIVE
PREPARED BY JENSEN HUGHES
CPTSB FIRE & LIFE SAFTEY REQUIREMENTS
PREPARED BY BG BUILDINGWORKS
DEVELOPMENT TEAM
INTRODUCTION
1. PROJECT DESCRIPTION
The Gorsuch Haus is a proposed Lodge at the west portal to Aspen Mountain. The site at the
base of the mountain and adjacent to recreation and skiing represents an ideal hotel site. This
modest sized hotel provides 81 hotel rooms. This Project is the right size, in a good location,
and fulfills an important need in our tourist-based economy. This application describes a
variance request to the Colorado Passenger Safety Tramway Board to accommodate the lift
replacement and the mixed-use lodge program of the Gorsuch Haus.
Together with the replacement of Lift 1A, surrounding base area improvements and the
proposed Lift One Lodge, the Gorsuch Haus represents a component of the Lift One
Corridor. The Lift Corridor is multiple parcels that can meet the needs of providing the
replacement lift closer to the core of Aspen. The developers for the Gorsuch Haus and
Lift One Lodge have collaborated with Aspen Skiing Company, the City of Aspen and Lift
One Lodge to achieve consensus in locating the replacement of Lift 1A at Dean Street
and develop a vision that reflects the Aspen community needs. Replacement of Lift 1A is
essential to retaining World Cup skiing in Aspen as has been made clear by FIS, the Cup
governing body. Lift replacement, in turn, necessitates investment in the overall base area to
upgrade insufficient infrastructure, improve accessibility and provide a supportive community
focal point.
The Lift One Corridor Plan is forward-thinking and ensures that this area serves as a new
portal to Aspen Mountain. The components of the plan encourage a much larger vision than
provided by individual projects. Great community benefit is realized though the replacement
of the lift, the continuation of the skiway to Town and the expanded public amenities.
To accommodate replacement of the lift and redevelopment of the western portal to Aspen
Mountain, proposed improvements will activate this part of town with critical infrastructure
improvements, lodging and community-oriented spaces, resulting in a high level of public
benefit.
The Project Site Plan (Figure 1) identifies the major components of the Project (listed below)
in relation to the Colorado Passenger Safety Tramway Board setbacks and ANSI standards.
a. Lift corridor and realigned lift towers
b. New pedestrian walkways and street crosswalks connecting to the site
c. Gorsuch Haus Mixed Use Lodge will include:
• 81 hotel lodging rooms
• 4 free-market multi-family units
• 1 affordable housing unit
• Underground structured parking with 56 spaces
• Outdoor restaurant/après ski deck with direct ski-in/ski-out access
• Indoor restaurant and bar
• Hotel amenity space
d. World cup race staging area
e. Relocated ski operations access road
f. Snowcat turnaround and ski return
g. Expanded South Aspen Street cul-de-sac and other infrastructure improvements that
relate to the neighborhood
Figure 1: Project Site Plan
30
28
26 27
29
12
11
8
103637
9
3231
14
13
18
16 1517
353433
3
2 4
5
7
2025
19 24 212223
ANSI Airspace Clearance
TOWER 4
TOWER 5
CARRIER EDGE
CABLE GUAGE - TELEMIX
CPTSB Airspace Requirement
CENTERLINE ALIGNMENT
TOWER 6
August 5, 2020
DESIGN WORKSHOP
Landscape Architecture · Land Planning · Urban Design · Tourism Planning
120 East Main Street · Aspen, Colorado 81611 · 970-925-8354 Facsimile 970-920-1387NORTH0
ORIGINAL SCALE:
10 20 40
1"=20'-00"
16'
100'
MIN 60'
*per SE
Group
SHADOWMOUNTAINCONDOMINIUMS
G o r s u c h H a u s
Site Plan
A s p e n , C o l o r a d o
HILL STR
E
E
T
R
O
W
SO
U
T
H
A
S
P
E
N
ST
R
E
E
T
GORSUCH
H
A
U
S
FOOTPRIN
T
81 KEYS
PROPOSED
LIFT ONE
LODGE
FOOTPRINT
MOUNTAIN
QUEEN
CONDOMINIUMS
60-foot Minimum Skiway
Shadow Mountain Lift, Proposed Tower
Locations and Required Setback
Gorsuch Haus Property Boundary
Gorsuch Haus Property Boundary Setback
Building Below Grade
Building Overhead
Skier Access to Gorsuch Haus Public Amenities
World Cup Terrace
Restaurant Terrace
Pedestrian Access to Gorsuch Haus Public
Amenities
Gorsuch Haus Arrival and Guest Check-In
South Aspen Street Cul-de-Sac
Aspen Skiing Company Plaza
Snowcat Turnaround
Mountain Access Road
Enclosed Utilities (Transformer, Recloser)
Neighborhood Skier Access to Dean Street Lift
Terminal
Pedestrian Stair Connection
Existing Trees/Shrubs to be Removed
Skier Return to Adjacent Properties
SITE PLAN NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1
2
34
5
67
8
9
10
11
12
13
14
15
16
17
PROPOSED
LIFT ONE
LODGE
FOOTPRINT
18
18
19
19
44'-412"
5'
17'-10"
9'-412"
20
20
12'-10"
2. LIFT 1A REPLACEMENT
The replacement of the existing Lift 1A
terminal has been relocated to a planned
Dean Street location. The City of Aspen
organized a one-year process to determine
the location of the replacement for Lift 1A.
This has involved numerous stakeholders
including the Lift One Lodge property,
Aspen Skiing Company, Aspen Historical
Society, City of Aspen Departments, and
Gorsuch Haus. Following the study of the
neighborhood by a SE Group, a third-party
consultant, City Council selected several
options to develop further.
Phase Two of the study examined the
lift terminal location and design of these
options in further detail. The Final Report
presented in a Council Work Session
May 15, 2018 included three-dimensional
studies, grading, lift profiles, and the width
of corridors for lift and skiway return.
The lower lift to a terminal site at Dean
Street was determined by City Council
as the location preferred. The Gorusch
Haus Site Plan and information contained
in this variance request is consistent
with the depiction in the Lift 1A Corridor
Assessment.
Figure 2. Lift One Corridor illustrates the
proposed lift corridor context at the base of
Aspen Mountain.
3. LIFT CORRIDOR EXTENT
The Lift One Corridor extends to new top
terminal located slightly west of the original
location. A clear line of site is maintained
from the lift operator building at the Dean
Street load terminal clear through the
proposed development at Lift One Lodge to
Gorsuch Haus.
Figure 2: Proposed Lift One Base Area Redevelopment
7
1. ASPEN FIRE PROTECTION DISTRICT
Aspen Volunteer Fire Department and career staff is made up of 43 individuals serving the City of Aspen in addition
to Woody Creek and the entire 87 square miles that make up the District. The Aspen Fire Department is a full service
fire department providing services ranging from fire suppression and prevention, wildfire, hazardous materials
mitigation, motor vehicle and aircraft accidents, technical rope rescue, as well as emergency medical and other
emergencies that may require a quick and professional response of equipment and personnel to help mitigate any
number of potential threats to life and property within the Aspen Fire District and beyond.
The Aspen Fire Department Operates from 4 strategically located stations which houses a total of 10 apparatus
which include 4 structure engines, 2 wildfire engines, 2 rescue trucks, 1 water tender and our 104’ ladder truck. The
District continues to modernize firefighting tactics, equipment, protective gear and fire codes as advancements occur
in order to protect over $21.5 billion in property located in the District.
The Aspen Fire Protection District provides 24-hour emergency response to a wide variety of critical situations,
including structural, wildland, and urban interface fires, explosions, hazardous materials incidents, medical
emergencies, accidents, auto extrication, swiftwater rescue, ice, low-angle rope, trench, confined space rescue, and
miscellaneous public assistance requests. In addition, the fire department has the capability to respond to emergency
medical needs, including basic life support.
The department also operates active fire prevention and emergency preparedness programs which provides for fire
inspections, hazardous process permitting, burn permits, fire code enforcement, community education, and business
emergency planning in accordance with Colorado laws. Each year the Aspen Fire Protection District spends over
4,000 hours completing hands-on training activities, which build important practical skills and provide each firefighter
with the abilities needed to quickly and correctly respond to all types of emergency situations.
2. FIRE ACCESS AND STAGING
The nearest Aspen Fire Department
location is approximately 4 minutes from
the Gorsuch Haus site, allowing for quick
response in the event of a fire. See Figure
3. To reach the site, emergency responders
would travel south, or uphill on South Aspen
Street where the street is proposed to
culminate in a cul-de-sac design to City of
Aspen Engineering Standards. This cul-
de-sac has a minimum 50ft turning radius
and is no less than 100ft in diameter. The
Fire Truck Access and Staging Exhibit
included in this application depicts the
turning movement of a fire truck as well as
established points for fire truck staging. The
fire access and staging points have been
thoroughly discussed with the City’s Deputy
Fire Chief.
3. SURROUNDING IMPROVEMENTS
In addition to site improvements to assist in
rapid emergency response times, Gorsuch
Haus will be installing a dry stand pipe
fire suppression system on the east side
of the skiway adjacent to the Mountain
Queen Condominiums to enhance the
neighborhood fire protection.
Figure 3: Proximity of Fire Department to Project Site
LOCAL FIRE PROTECTION
8 |
ORIGINAL SIZE 24X36
PREPARED BY SOPRIS ENGINEERING
FIRE TRUCK ACCESS AND STAGING
22.0'±
FL-FL
SUPPORT FIRE TRUCKS
(PUMPER)
SECOND ARRIVING AERIAL FIRE TRUCK (LADDER) ENTERS
CUL-DE-SAC CLOCKWISE. OUTRIGGERS ENGAGED AND
WITHIN PAVED PORTION OF CUL-DE-SAC; IF NEEDED THIS
SECOND AERIAL MASTER (ALPHA-BRAVO) CAN BE SUPPLIED
BY THE ADJACENT FIRE HYDRANT
STAGED AMBULANCE
ALONG S. ASPEN STREET
LA
N
D
S
C
A
P
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B
U
F
F
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SN
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W
M
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W
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SN
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W
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L
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I
D
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W
A
L
K
EXISTING HYDRANT
PROPOSED
HYDRANT
FIRST ARRIVING ENGINE CONNECTS TO NEW HYDRANT
AND SUPPLIES THE FDC TO SUPPORT THE FIRE
SPRINKLER SYSTEM. APPARATUS ENTERS CLOCKWISE
TO PLACE THE PUMP PANEL ON THE STRUCTURE SIDE
FOR IMPROVED VISIBILITY.
PROPOSED FDC
FIRST ARRIVING AERIAL FIRE TRUCK POSITIONED AT
THE NORTHWEST CORNER OF THE BUILDING
(ALPHA-DELTA CORNER) & ENTERS CUL-DE-SAC
COUNTERCLOCKWISE. CONNECTS TO EXISTING FIRE
HYDRANT ALONG S. ASPEN STREET TO PROVIDE AN
ELEVATED MASTER STREAM AS NECESSARY.
HATCHED AREA REFLECTS PROPOSED PLAZA/PORTE
COCHERE/LOADING DOCK AREA;BE ADVISED THIS AREA MAY BE OCCUPIED WITH
LOADING/UNLOADING VEHICLES BUT COULD ALSO PROVIDE
ADDITIONAL FIRE DEPARTMENT ACCESS DURING AN
EMERGENCY
FDC SUPPLY LINES
SUPPLY LINE
MOUNTABLE CURB
ADJACENT TO PLAZA
SUPPLY LINE
MOUNTABLE CURB AROUND PERIMETER OF
ISLAND
LIMITS OF PROPOSED
SNOWMELT ASSOCIATED WITH
CUL-DE-SAC IMPROVEMENTS
APPROX. LOCATION OF GRADE BREAK
FROM S. ASPEN STREET TO CUL-DE-SAC
WA
L
L
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
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CJB JKS
C.1.03
OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
EMERGENCY
FIRE STAGING
PLAN
FIRE TRUCK BODY
ANTICIPATED LIMITS OF OUTRIGGERS
GENERAL NOTE:
DUE TO THE EXTREME TERRAIN CHALLENGE OF CONSTRUCTION ON
A SKI SLOPE, IT IS UNDERSTOOD THAT FIREFIGHTING OPERATIONS
WILL BE CONDUCTED WITHIN AND THROUGHOUT THE STRUCTURE
VIA STANDPIPE CONNECTIONS (SIMILAR TO COMMON HIGH-RISE
OPERATIONS). A FIRE COMMAND CENTER IS BEING PROVIDED TO
FURTHER ASSIST IN COORDINATING INTERIOR FIRE OPERATIONS.
S. ASPEN STREET
SNOWMELT AREA
PROPOSED PLAZA, UNLOADING/LOADING &
PORTE COCHERE AREA
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.
2020-01-15 DRAFT-DETAILED REVIEW
PROJECT NUMBER:15101.06
2
PROJECT
DETAILED
REVIEW
3-2-20203 DETAILED REVIEW
9
ARCHITECTURAL SITE PLAN
ORIGINAL SIZE 24X36
PREPARED BY 4240
DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
7995
7990
7985
TOWER 6
TOWER 4
LIFT CENTERLINE ALIGNMENT
CPTSB AIRSPACE REQUIREMENT
D301
D302
D303
D304
D305
D301
D302
D303
D304
D305
CPTSB AIRSPACE REQUIREMENT
ANSI AIRSPACE CLEARANCE
CARRIER EDGE
CABLE GUAGE - TELEMIX
CENTERLINE ALIGNMENT
9' - 4 1/2"
12' - 10"
5' - 0"
44' - 4 1/2"
TOWER 5
SHEET NOTES:
1. REFER TO CIVIL DRAWINGS FOR
TOPOGRAPHY & UTILITIES
2. REFER TO LANDSCAPE DRAWINGS
FOR PLANTING & MATERIALS
NOTE: DIMENSIONS ON THIS SHEET ARE
FOR REFERENCE ONLY AND ARE
APPROXIMATE. (RE: GRID PLAN FOR MORE
DEFINITION)
TOWER 4
TOWER 6
BOTTOM OF GONDOLA CAB
BASE: 8003.96'
TOP: 8053.24'
BASE: 8062.9'
TOP: 8116.07'SECTION_SHEET D305SECTION_SHEET D304
SECTION_SHEET D303
SECTION_SHEET D302
SECTION_SHEET D301
1
2
'
-
1
0
"
TOWER 5
BASE: 8031.4'
TOP: 8088.62'
attachment: 8056.55'
attachment: 8059.45'
attachment: 8071'
attachment: 8085.42'attachment: 8106.54'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R001
ARCHITECTURAL SITE PLAN
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
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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" = 20'-0"1 ARCHITECTURAL SITE PLAN
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
0'4'8'16'
SCALE:1" = 30'-0"2 LIFT SLOPE
FLOOR PLANS
ORIGINAL SIZE 24X36
PREPARED BY 4240
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
30
31 42
4132
35
3736
38
12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29
56
55
54
53
52
51
50 49
48
47
46
45
44
43
33
34
40
39
40
39
33
ROPE
ROPE
3
5
'
-
0
"
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
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 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
RECEPTION
7,998.50'
7,999.00'
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
3
5
'
-
0
"
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
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 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
3
5
'
-
0
"
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 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
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
3
5
'
-
0
"
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 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
3
5
'
-
0
"
16' - 1 1/2"
17' - 6"
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
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 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
3
5
'
-
0
"
22' - 4 1/2"
16' - 1 1/2"
16' - 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
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 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
3
5
'
-
0
"
23' - 5 1/2"
23' - 4"
16' - 1 1/2"
16' - 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
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 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
3
5
'
-
0
"
23' - 4"
28' - 2"
23' - 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
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
CONDO LODGE
R200
2
R201
2
CONDO LODGE CONDO LODGE
CONDO LODGE
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
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
TOWER 4
23' - 4"
23' - 0 1/2"23' - 3"
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
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
CONDO LODGE
CONDO LODGE
R200
2
R201
2
CONDO LODGE
CONDO LODGE
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'
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
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')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 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
8,074.00'8,076.00'
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
3
5
'
-
0
"
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
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
WALL SECTIONS
ORIGINAL SIZE 24X36
PREPARED BY 4240
PARKING
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
DRY STACK STONE VENEER ON CAST-IN PLACE
CONCRETE WALL AND RIGID INSULATION
BOARD
5" STONE CAP, TYP.
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
SNOW-MELTED STONE PAVER ASSEMBLY OVER
EXTERIOR CAST-IN PLACE CONCRETE STAIR
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
COMPOSITE STEEL DECK AND STEEL FRAMING
WITH BELOW DECK INSULATION, TYP. RE: STRUC.
COMPOSITE STEEL DECK AND STEEL FRAMING
WITH BELOW DECK INSULATION, TYP. RE: STRUC.
CAST IN-PLACE CONCRETE SLAB ON GRADE , RE:
STRUC
SNOW-MELTED STONE PAVER ASSEMBLY OVER
COMPOSITE METAL DECK ASSMEBLY
LOADING / RECEIVING
STORAGE
BEYOND
TERRACED LANDSCAPE, RE: LANDSCAPE
9' - 4 1/2"
1 5 .0 0 °
28
'
-
2
"
27
'
-
9
1
/
2
"
24
'
-
2
"
8,053.25'
8,056.55'
t.o. tower
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D301
ENLARGED - CPTSB - SECTION & 3D
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:1/4" = 1'-0"1 SECTION 1 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 1
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
DRY STACK STONE VENEER ON CAST-IN PLACE
CONCRETE WALL AND RIGID INSULATION
BOARD
5" STONE CAP, TYP.
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
SNOW-MELTED STONE PAVER ASSEMBLY OVER
EXTERIOR CAST-IN PLACE CONCRETE STAIR
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
COMPOSITE STEEL DECK AND STEEL FRAMING
WITH BELOW DECK INSULATION, TYP. RE: STRUC.
COMPOSITE STEEL DECK AND STEEL FRAMING
WITH BELOW DECK INSULATION, TYP. RE: STRUC.
CAST IN-PLACE CONCRETE SLAB ON GRADE , RE:
STRUC
SNOW-MELTED STONE PAVER ASSEMBLY OVER
COMPOSITE METAL DECK ASSMEBLY
LOADING / RECEIVING
STORAGE
BEYOND
TERRACED LANDSCAPE, RE: LANDSCAPE
9' - 4 1/2"
1 5 .0 0 °
29
'
-
7
1
/
2
"
29
'
-
1
1
/
2
"
25
'
-
6
"
8,053.25'
8,056.55'
t.o. tower
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D301
ENLARGED - CPTSB - SECTION & 3D
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:1/4" = 1'-0"1 SECTION 1 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 1
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
CENTERLINE OF PROP OSED
LIFT CORRIDOR
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
5" STONE CAP, TYP.
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
DRY STACK STONE VENEER ON CAST-IN PLACE
CONCRETE WALL AND RIGID INSULATION
BOARD
SNOW-MELTED STONE PAVERS ASSEMBLY
OVER COMPOSITE METAL DECK ASSEMBLY
CAST IN-PLACE CONCRETE SLAB ON GRADE , RE:
STRUC
WALL ASSEMBLY W4A
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
ROOF ASSEMBLY R1A
FIRE RETARDANT TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED HEAVY TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER COLUMNS
8,020.50'
26
'
-
1
"
22
'
-
5
1
/
2
"
CAST IN-PLACE CONCRETE WALL
POTENTIAL SNOW DRIFT, 2' HIGH
22
'
-
1
"
HEAT TRACE AT GUTTERS, TYP
1 5 .0 0 °
8,059.45'
12' - 4 1/2"
9' - 4"
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D302
ENLARGED - CPTSB - SECTION & 3D
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:1/4" = 1'-0"1 SECTION 2 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 2
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
CENTERLINE OF PROP OSED
LIFT CORRIDOR
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
5" STONE CAP, TYP.
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
DRY STACK STONE VENEER ON CAST-IN PLACE
CONCRETE WALL AND RIGID INSULATION
BOARD
SNOW-MELTED STONE PAVERS ASSEMBLY
OVER COMPOSITE METAL DECK ASSEMBLY
CAST IN-PLACE CONCRETE SLAB ON GRADE , RE:
STRUC
WALL ASSEMBLY W4A
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
ROOF ASSEMBLY R1A
FIRE RETARDANT TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED HEAVY TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER COLUMNS
8,020.50'
CAST IN-PLACE CONCRETE WALL
POTENTIAL SNOW DRIFT, 2' HIGH
HEAT TRACE AT GUTTERS, TYP
27
'
-
6
1
/
2
"
23
'
-
1
1
"
23
'
-
4
1
/
2
"
12' - 1 1/2"
9' - 5 1/2"
1 5 .0 0 °
8,059.45'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D302
ENLARGED - CPTSB - SECTION & 3D
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:1/4" = 1'-0"1 SECTION 2 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 2
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
VESTIBULE
PRE-FUNCTION
KING EXT.
WORLD CUP BAR
6X12 FIRE RETARDANT TREATED
HEAVY TIMBER BEAM
SNOW-MELTED STONE PAVER ASSEMBLY OVER
EXTERIOR CAST-IN PLACE CONCRETE STAIR
RESTAURANT
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
ADMINSERVICE CORRIDOR
FLOOR
F6A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
R1A
R2A
FLOOR
F3A
FLOOR
F3A
9' - 4 1/2"
8,031.00'
9' - 7 1/2"
12
'
-
2
1
/
2
"
1 5 .0 0 °
27
'
-
1
1
/
2
"
W4B
METAL FASCIA OVER FIRE
RETARDANT TREATED WOOD FASCIA
POTENTIAL SNOW DRIFT, 2' HIGH
HEAT TRACE AT GUTTERS, TYP
FIRE RETARDANT TREATED HEAVY TIMBER
23
'
-
2
1
/
2
"
FIRE RETARDANT TREATED
WOOD RAILING
STONE CAP
HIGH PERFORMANCE GLASS BI-
FOLD DOOR SYSTEM
FIRE RETARDANT TREATED WOOD
FASCIA
26
'
-
9
"
12' - 8"
8,071.00'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D303
ENLARGED - CPTSB - SECTION & 3D
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:1/4" = 1'-0"1 SECTION 3 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 3
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
VESTIBULE
PRE-FUNCTION
KING EXT.
WORLD CUP BAR
6X12 FIRE RETARDANT TREATED
HEAVY TIMBER BEAM
SNOW-MELTED STONE PAVER ASSEMBLY OVER
EXTERIOR CAST-IN PLACE CONCRETE STAIR
RESTAURANT
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
ADMINSERVICE CORRIDOR
FLOOR
F6A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
R1A
R2A
FLOOR
F3A
FLOOR
F3A
9' - 4 1/2"
8,031.00'
1 5 .0 0 °
W4B
METAL FASCIA OVER FIRE
RETARDANT TREATED WOOD FASCIA
POTENTIAL SNOW DRIFT, 2' HIGH
HEAT TRACE AT GUTTERS, TYP
FIRE RETARDANT TREATED HEAVY TIMBER
FIRE RETARDANT TREATED
WOOD RAILING
STONE CAP
HIGH PERFORMANCE GLASS BI-
FOLD DOOR SYSTEM
FIRE RETARDANT TREATED WOOD
FASCIA
28
'
-
7
"
24
'
-
7
1
/
2
"
28
'
-
1
"
12' - 5"
9' - 9"
13
'
-
7
1
/
2
"
8,071.00'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D303
ENLARGED - CPTSB - SECTION & 3D
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:1/4" = 1'-0"1 SECTION 3 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 3
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
FIRE RETARDANT TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED HEAVY
TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
WALL ASSEMBLY W4A
EXTERIOR DRY TYPE FIRE SUPPRESSION SYSTEM,
TYPICAL AT BALCONIES
8X14 FIRE RETARDANT TREATED HEAVY
TIMBER COLUMNS
WRAPPING 1 HR PROTECTED STEEL
COLUMNS
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
WALL ASSEMBLY W4A
DRY STACK STONE VENEER
FLOOR
F6A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F2A
R1A
8,062.50'
1 5 .0 0 °
17' - 8"
20' - 8 1/2"
40
'
-
6
"
40
'
-
1
1
/
2
"
8,085.40'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D304
ENLARGED - CPTSB - SECTION & 3D
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:1/4" = 1'-0"1 SECTION 4 - CPTSB
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 4
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
FIRE RETARDANT TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED HEAVY
TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
WALL ASSEMBLY W4A
EXTERIOR DRY TYPE FIRE SUPPRESSION SYSTEM,
TYPICAL AT BALCONIES
8X14 FIRE RETARDANT TREATED HEAVY
TIMBER COLUMNS
WRAPPING 1 HR PROTECTED STEEL
COLUMNS
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
WALL ASSEMBLY W4A
DRY STACK STONE VENEER
FLOOR
F6A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F2A
R1A
8,062.50'
1 5 .0 0 °
41
'
-
1
1
1
/
2
"
41
'
-
5
1
/
2
"
20' - 5 1/2"
17' - 10"
8,085.40'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D304
ENLARGED - CPTSB - SECTION & 3D
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:1/4" = 1'-0"1 SECTION 4 - CPTSB
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 4
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
FIRE RETARDANT
TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED
HEAVY TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
WALL ASSEMBLY W4A
EXTERIOR DRY TYPE FIRE SUPPRESSION SYSTEM,
TYPICAL AT BALCONIES
8X14 FIRE RETARDANT TREATED HEAVY TIMBER COLUMNS
WRAPPING 1 HR PROTECTED STEEL COLUMNS
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY
TIMBER BEAM
8X14 FIRE RETARDANT TREATED HEAVY
TIMBER BEAM WITH ZINC CAP FLASHING
5" STONE CAP
FIRE RETARDANT TREATED WOOD
RAILING SYSTEM
WALL ASSEMBLY W4A
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD
BALCONY DIVIDER
5" STONE CAP
DRY STACK STONE VENEER ON CONCRETE WALL
FLOOR
F6A
FLOOR
F1B
FLOOR
F1B
CONDO LODGE
R1A
TOWER 6 BEYOND
8,083.00'
8,073.00'
9' - 4 1/2"
1 5 .0 0 °
15' - 5 1/2"
37
'
-
1
1
1
/
2
"
37
'
-
7
"
8,106.55'
12' - 5"
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D305
ENLARGED - CPTSB - SECTION & 3D
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
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE:1/4" = 1'-0"1 SECTION 5 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 5
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
FIRE RETARDANT
TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED
HEAVY TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
WALL ASSEMBLY W4A
EXTERIOR DRY TYPE FIRE SUPPRESSION SYSTEM,
TYPICAL AT BALCONIES
8X14 FIRE RETARDANT TREATED HEAVY TIMBER COLUMNS
WRAPPING 1 HR PROTECTED STEEL COLUMNS
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY
TIMBER BEAM
8X14 FIRE RETARDANT TREATED HEAVY
TIMBER BEAM WITH ZINC CAP FLASHING
5" STONE CAP
FIRE RETARDANT TREATED WOOD
RAILING SYSTEM
WALL ASSEMBLY W4A
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD
BALCONY DIVIDER
5" STONE CAP
DRY STACK STONE VENEER ON CONCRETE WALL
FLOOR
F6A
FLOOR
F1B
FLOOR
F1B
CONDO LODGE
R1A
TOWER 6 BEYOND
8,083.00'
8,073.00'
9' - 4 1/2"
1 5 .0 0 °
15' - 2"
12' - 6 1/2"
39
'
-
5
"
38
'
-
1
1
"
8,106.55'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D305
ENLARGED - CPTSB - SECTION & 3D
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
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE:1/4" = 1'-0"1 SECTION 5 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 5
12 |
WALL ASSEMBLIES
ORIGINAL SIZE 24X36
PREPARED BY 4240
SECTION
PLAN
5"
M
I
N
.
1
1
/
2
"
M
I
N
.
2
1
/
2
"
10 1/2" SHOWN
VARIES
DRY STACK STONE VENEER
GROUT CAVITY SOLID
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD SHEATHING, TYPICAL
(2) LAYERS 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING TYPE
[W1C]
(1) LAYER 5/8" TYPE "X" GYPSUM WALL
BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" GYPSUM WALL
BOARD TYPE [W1C]
1/4" DRAINAGE BOARD
METAL STUD FRAMING, RE: BELOW
DRY STACK STONE VENEER
GROUT CAVITY SOLID
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER
BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING,
TYPICAL
(2) LAYERS 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING
TYPE [W1C]
(1) LAYER 5/8" TYPE "X" GYPSUM
WALL BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" GYPSUM
WALL BOARD TYPE [W1C]
1/4" DRAINAGE BOARD
METAL STUD FRAMING, RE: BELOW
VARIES 3/8" TYP.
SHEET NOTES:
USE CEMENTITIOUS BACKER BOARD
AT INSIDE FACE OF WET WALLS.
1.
WHERE BATT INSULATION IS
SHOWN, TO BE CLASS 'A' COTTON
BATT INSULATION. WIDTH AS
INDICATED IN WALL TYPE TABLES
2.
EXTERIOR FINISH NOTES:
REGIONALLY SOURCED, DRY STACK GREY GRANITE (GALLEGOS OR EQUIV). RANDOM, ASHLAR PATTERN.
STONE:
OPTION 1 -STAINED DOUGLAS FIR CLADDING, CLEAR WITH INTEGRATED FIRE RETARDANT
OPTION 2 -STAINED ACCOYA WOOD CLADDING WITH INTEGRATED "ULTRA-A" FIRE RETARDANT BY MULTI-PRO SYSTEM OR EQUIV.
OPTION 3 -CEDAR, CLEAR, A & BETTER, TONGUE AND GROOVE, SMOOTH V-JT BY REAL CEDAR OR EQUIV. WWW.REALCEDAR.COM.
WITH INTEGRATED FIRE RETARDANT
WOOD CLADDING:
OPTION 1 -ZOLA 'THERMOCLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-7). WWW.ZOLAWINDOWS.COM
OPTION 2 -ZOLA "CLASSIC CLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-4). WWW.ZOLAWINDOWS.COM
OPTION 3 -SIERRA PACIFIC ALUMINUM CLAD WOOD WINDOW
WINDOWS:
OPTION 1 -2'X2' FSC IPE WOOD TILE ON PEDESTALS WITH SNOWMELT SYSTEM. WWW.BISONIP.COM
OPTION 2 -PORCELAIN "WOOD-PLANK" SERIES BY TILETECH ON PEDESTALS WITH HEX-TRAY SNOWMELT SYSTEM.
WWW.TILETECHPAVERS.COM
ROOF DECK FINISH:
5" MIN.
1 1/2" MIN.
2 1/2"
DRY STACK STONE
VENEER
GROUT CAVITY SOLID
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CONCRETE WALL, RE: STRUCT.
1/4" DRAINAGE BOARD
DRY STACK STONE VENEER
GROUT CAVITY SOLID
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER
BARRIER
1/4" DRAINAGE BOARD
RE: STRUCTURAL
CONCRETE WALL, RE: STRUCT.
VARIES 3/8" TYP.
SECTION
PLAN
3/4"
7/8"
2 1/2"
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING
(1) LAYER 5/8" TYPE X GYPSUM
WALL BOARD
METAL STUD FRAMING, RE: BELOW
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER
BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING
(1) LAYER 5/8" TYPE X GYPSUM
WALL BOARD
METAL STUD FRAMING, RE: BELOW
3/4" FINISH GRADE PLYWOOD, PAINTED.
COLOR PER ARCHITECT.
3/4" FINISH GRADE PLYWOOD, PAINTED.
COLOR PER ARCHITECT.
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
4 1/8"
9 1/4"
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
SECTION
PLAN
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A501
EXTERIOR WALL TYPES
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:3" = 1'-0"W1 WALL ASSEMBLY - MTL STUD W/ STONE
SCALE:3" = 1'-0"W2 WALL ASSEMBLY - CONCRETE W/ STONE
SCALE:3" = 1'-0"W3 WALL ASSEMBLY - MTL STUD W/ PLYWOOD PANEL FINISH
WALL TAG FRR WIDTH DESCRIPTION
W1A NR 1' - 6 1/4" 8" METAL STUD FRAMING W/ BATT INSULATION, (1) LAYER GYP. EACH
SIDE, EXTERIOR STONE FINISH
W1B 1HR 1' - 6 1/4" UL #U432 - 1 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
(1) LAYER GYP. EACH SIDE, EXTERIOR STONE FINISH
W1C 2HR 1' - 7 1/2" UL #U425 - 2 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
(2) LAYERS GYP. EACH SIDE, EXTERIOR STONE FINISH
WALL TAG FRR WIDTH DESCRIPTION
W2A NR 1' - 5" 8" CIP CONCRETE WALL WITH BOARD INSULATION, STONE EXTERIOR
W2B NR 9" CIP CONCRETE WALL WITH BOARD INSULATION, STONE EXTERIOR -
REFER TO STRUCTURAL FOR CONCRETE THICKNESS
W2C NR 6 1/2" CIP CONCRETE WALL WITH STONE EXTERIOR, OMIT BOARD
INSULATION - REFER TO STRUCTURAL FOR CONCRETE THICKNESS
W2D 1HR 1' - 5" PER IBC TABLE 722.2.1.1 - 1 HR RATED - 8" CIP CONCRETE WALL WITH
BOARD INSULATION, STONE EXTERIOR
W2E NR 1' - 9" 12" CIP CONCRETE WALL WITH BOARD INSULATION, STONE EXTERIOR
W2F 2HR 1' - 5" PER IBC TABLE 722.2.1.1 - 2 HR RATED - 8" CIP CONCRETE WALL WITH
BOARD INSULATION, STONE EXTERIOR
W2G 2HR 1' - 9" PER IBC TABLE 722.2.1.1 - 2 HR RATED - 12" CIP CONCRETE WALL WITH
BOARD INSULATION, STONE EXTERIOR
WALL TAG FRR WIDTH DESCRIPTION
W3A 1HR 1' - 1 3/8" UL #U432 - 1 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
BOARD INSULATION, PLYWOOD EXTERIOR
W3B NR 10 7/8" 8" METAL STUD FRAMING, OMIT BOARD INSULATION, PLYWOOD
EXTERIOR
W3C 1HR 1' - 7 7/8" UL #U432 - 1 HR RATED - PAINTED PLYWOOD FINISH AND HAT CHANNEL
AT INTERIOR FACE OF WALL TYPE W1B
W3D NR 1' - 10 3/8" PAINTED PLYWOOD FINISH, HAT CHANNEL, AND BOARD INSULATION AT
INTERIOR FACE OF WALL TYPE W1A
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
3/4"
7/8"
2 1/2"
VARIES
10 1/2" SHOWN
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD TYPE [W4C, W4D]
(1) LAYER 5/8" TYPE "X" GYPSUM WALL
BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" GYPSUM WALL
BOARD TYPE [W4C, W4D]
METAL STUD FRAMING, RE: BELOW
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD TYPE [W4C, W4D]
(1) LAYER 5/8" TYPE "X" GYPSUM
WALL BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" GYPSUM
WALL BOARD TYPE [W4C, W4D]
METAL STUD FRAMING, RE: BELOW
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
SECTION
PLAN
3/4"
7/8"
2 1/2"
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
RE: STRUCTURAL
CONCRETE WALL, RE: STRUCT.
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
CONCRETE WALL, RE: STRUCT.
SECTION
PLAN
3/4"
7/8"
7 1/4"
7/8"
3/4"
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD SHEATHING
6" METAL STUD FRAMING
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD SHEATHING
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
1x8 NOM. FIRE RETARDANT TREATED
WOOD SIDING
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD
METAL STUD FRAMING, RE: BELOW
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
SECTION
PLAN
SHEET NOTES:
USE CEMENTITIOUS BACKER BOARD
AT INSIDE FACE OF WET WALLS.
1.
WHERE BATT INSULATION IS
SHOWN, TO BE CLASS 'A' COTTON
BATT INSULATION. WIDTH AS
INDICATED IN WALL TYPE TABLES
2.
EXTERIOR FINISH NOTES:
REGIONALLY SOURCED, DRY STACK GREY GRANITE (GALLEGOS OR EQUIV). RANDOM, ASHLAR PATTERN.
STONE:
OPTION 1 -STAINED DOUGLAS FIR CLADDING, CLEAR WITH INTEGRATED FIRE RETARDANT
OPTION 2 -STAINED ACCOYA WOOD CLADDING WITH INTEGRATED "ULTRA-A" FIRE RETARDANT BY MULTI-PRO SYSTEM OR EQUIV.
OPTION 3 -CEDAR, CLEAR, A & BETTER, TONGUE AND GROOVE, SMOOTH V-JT BY REAL CEDAR OR EQUIV. WWW.REALCEDAR.COM.
WITH INTEGRATED FIRE RETARDANT
WOOD CLADDING:
OPTION 1 -ZOLA 'THERMOCLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-7). WWW.ZOLAWINDOWS.COM
OPTION 2 -ZOLA "CLASSIC CLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-4). WWW.ZOLAWINDOWS.COM
OPTION 3 -SIERRA PACIFIC ALUMINUM CLAD WOOD WINDOW
WINDOWS:
OPTION 1 -2'X2' FSC IPE WOOD TILE ON PEDESTALS WITH SNOWMELT SYSTEM. WWW.BISONIP.COM
OPTION 2 -PORCELAIN "WOOD-PLANK" SERIES BY TILETECH ON PEDESTALS WITH HEX-TRAY SNOWMELT SYSTEM.
WWW.TILETECHPAVERS.COM
ROOF DECK FINISH:
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A502
EXTERIOR WALL TYPES
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:3" = 1'-0"W4 EXT. WALL ASSEMBLY - MTL STUD W/ WOOD SIDING
SCALE:3" = 1'-0"W5 EXT. WALL ASSEMBLY - CONCRETE W/ WOOD SIDING
SCALE:3" = 1'-0"W6 EXT. WALL ASSEMBLY - WOOD WINGWALL
WALL TAG FRR WIDTH DESCRIPTION
W4A NR 1' - 1 3/8" 8" METAL STUD FRAMING W/ BATT INSULATION, (1) LAYER GYP. EACH
SIDE, EXTERIOR WOOD T&G SIDING
W4B 1HR 1' - 1 3/8" UL #U432 - 1 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
(1) LAYER GYP. EACH SIDE, EXTERIOR WOOD T&G SIDING
W4C 2HR 1' - 2 5/8" UL #U425 - 2 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
(2) LAYERS GYP. EACH SIDE, EXTERIOR WOOD T&G SIDING
W4D 1HR 1' - 2 5/8" 1 HR - 8" METAL STUD FRAMING W/ BATT INSULATION, (2) LAYER GYP.
EACH SIDE, EXTERIOR WOOD T&G SIDING
WALL TAG FRR WIDTH DESCRIPTION
W5A NR 4 1/8" CIP CONCRETE WALL WITH BOARD INSULATION, EXTERIOR WOOD T&G
SIDING - REFER TO STRUCTURAL FOR CONCRETE THICKNESS
WALL TAG FRR WIDTH DESCRIPTION
W6A NR 10 1/2" 6" METAL STUD FRAMING W/ BATT INSULATION, (1) LAYER GYP. EACH
SIDE, EXTERIOR WOOD T&G SIDING EACH SIDE
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
3/4"
1"
2 1/2"
9 1/4"
1x8 NOM. FIRE RETARDANT TREATED
VERTICAL WOOD T&G SIDING
1" NOM. VENTED METAL HAT CHANNEL,
HORIZONTALLY ORIENTED
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING
(1) LAYER 5/8" TYPE X GYPSUM
WALL BOARD
METAL STUD FRAMING, RE: BELOW
1x8 NOM. FIRE RETARDANT TREATED
VERTICAL T&G WOOD SIDING
1" VENTED METAL HAT CHANNEL,
HORIZONTALLY ORIENTED
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD SHEATHING
(1) LAYER 5/8" TYPE X GYPSUM
WALL BOARD
8" METAL STUD FRAMING
SECTION
PLAN
3/4"
1"
2 1/2"
1x8 NOM. FIRE RETARDANT TREATED
VERTICAL WOOD T&G SIDING
1" VENTED METAL HAT CHANNEL,
HORIZONTALLY ORIENTED
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CONCRETE WALL, RE: STRUCTURAL
1x8 NOM. FIRE RETARDANT TREATED
VERTICAL T&G WOOD SIDING
1" VENTED METAL HAT CHANNEL,
HORIZONTALLY ORIENTED
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
CONCRETE WALL, RE: STRUCTURAL
RE: STRUCTURAL
SECTION
PLAN
SHEET NOTES:
USE CEMENTITIOUS BACKER BOARD
AT INSIDE FACE OF WET WALLS.
1.
WHERE BATT INSULATION IS
SHOWN, TO BE CLASS 'A' COTTON
BATT INSULATION. WIDTH AS
INDICATED IN WALL TYPE TABLES
2.
EXTERIOR FINISH NOTES:
REGIONALLY SOURCED, DRY STACK GREY GRANITE (GALLEGOS OR EQUIV). RANDOM, ASHLAR PATTERN.
STONE:
OPTION 1 -STAINED DOUGLAS FIR CLADDING, CLEAR WITH INTEGRATED FIRE RETARDANT
OPTION 2 -STAINED ACCOYA WOOD CLADDING WITH INTEGRATED "ULTRA-A" FIRE RETARDANT BY MULTI-PRO SYSTEM OR EQUIV.
OPTION 3 -CEDAR, CLEAR, A & BETTER, TONGUE AND GROOVE, SMOOTH V-JT BY REAL CEDAR OR EQUIV. WWW.REALCEDAR.COM.
WITH INTEGRATED FIRE RETARDANT
WOOD CLADDING:
OPTION 1 -ZOLA 'THERMOCLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-7). WWW.ZOLAWINDOWS.COM
OPTION 2 -ZOLA "CLASSIC CLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-4). WWW.ZOLAWINDOWS.COM
OPTION 3 -SIERRA PACIFIC ALUMINUM CLAD WOOD WINDOW
WINDOWS:
OPTION 1 -2'X2' FSC IPE WOOD TILE ON PEDESTALS WITH SNOWMELT SYSTEM. WWW.BISONIP.COM
OPTION 2 -PORCELAIN "WOOD-PLANK" SERIES BY TILETECH ON PEDESTALS WITH HEX-TRAY SNOWMELT SYSTEM.
WWW.TILETECHPAVERS.COM
ROOF DECK FINISH:
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A503
EXTERIOR WALL TYPES
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: 3" = 1'-0"W7 EXT. WALL ASSEMBLY - MTL STUD W/ VERTICAL WD SIDING
SCALE: 3" = 1'-0"W8 EXT. WALL ASSEMBLY - CONCRETE W/ VERTICAL WD SIDING
WALL TAG FRR WIDTH DESCRIPTION
W7A NR 1' - 1 1/2" 8" METAL STUD FRAMING W/ BATT INSULATION, (1) LAYER GYP. EACH
SIDE, EXTERIOR VERTICAL WOOD SIDING
WALL TAG FRR WIDTH DESCRIPTION
W8A NR 4 1/4" CIP CONCRETE WALL WITH BOARD INSULATION, EXTERIOR VERTICAL
WOOD SIDING - REFER TO STRUCTURAL FOR CONCRETE THICKNESS
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
DROUGHT TOLERANT, REGIONAL SPECIFIC PLANTED
MATERIALS, RE: LANDSCAPE
SYSTEMFILTER
GROWING MEDIA (8" MIN.)
6" EXPANDED POLYSTYRENE OR MINERAL WOOL BOARD
INSULATION, R-35 MIN.
HYDROFLEX RB
MM 6125-FR SELF-HEALING WATERPROOFING MEMBRANE
5/8" TYPE "X" GYPSUM WALL BOARD EXTERIOR
SHEATHING
METAL ROOF DECK, RE: STRUCTURAL
6" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK AT INTERIOR SPACES
GARDENDRAIN GR30 OR GR 50
ZINC ROOF BY FINE METAL ROOF TECH (OR EQUIV.)
VAPOR RETARDER
5/8" TYPE "X" GYPSUM COVER BOARD EXTERIOR
SHEATHING
METAL ROOF DECK, RE: STRUC. UNDERSIDE TO RECEIVE
FIREPROOFING.
6" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK AT INTERIOR SPACES
1/2" PROTECTION BOARD
6" EXPANDED POLYSTYRENE OR MINERAL WOOL BOARD
INSULATION, R-35 MIN
ICE AND WATER SHIELD WATERPROOFING
GREY DIAMOND PHOTOVOLTAIC SHINGLES BY SUNSTYLE
VAPOR RETARDER
5/8" TYPE "X" GYPSUM COVER BOARD EXTERIOR
SHEATHING
METAL ROOF DECK, RE: STRUC. UNDERSIDE TO RECIEVE
FIREPROOFING
6" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK AT INTERIOR SPACES
1/2" NAILBASE
6" EXPANDED POLYSTYRENE OR MINERAL WOOL BOARD
INSULATION, R-35 MIN
2 LAYERS OF ICE + WATERSHIELD
2x3 WOOD COUNTER BATTEN
2x3 WOOD CROSS BATTEN
WOOD SOLAR BATTEN (ALTERNATING SIZES)
PV SHINGLE MOUNTING BOLT (ALTERNATING SIZES)
SEALING CORNER
VAPOR RETARDER
5/8" TYPE "X" GYPSUM COVER BOARD EXTERIOR
SHEATHING
METAL ROOF DECK, RE: STRUC. UNDERSIDE TO RECIEVE
FIREPROOFING
6" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK
6" EXPANDED POLYSTYRENE OR MINERAL WOOL BOARD
INSULATION, R-35 MIN
EPDM ROOFING MEMBRANE
SHEET NOTES:
XXX1.PRIMARY ROOF FINISH
SUNSTYLE PHOTOVOLTAIC ROOF -GREY SHINGLES
WWW.SUNSTYLE.COM
BASE OPTION:
PREWEATHERED ZINC SHINGLE, SIZE 20 (.8MM) WITH 90
DEGREE PROFILE BY FIND METAL ROOF TECH
WWW.FINEMETALROOFTECH.COM
ALTERNATE OPTION:
ROOF DECK FINISH
BASE OPTION:
PORCELAIN "WOOD-PLANK" SERIES BY TILETECH WITH
HEX-TRAY SNOWMELT SYSTEM
WWW.TILETECHPAVERS.COM
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A504
ROOF / FLOOR ASSEMBLIES
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: 3" = 1'-0"R2 ROOF ASSEMBLY R2A - GREEN ROOF
SCALE:3" = 1'-0"R1-ALT ROOF ASSEMBLY R1A - ZINC ROOF_ALTERNATE OPTION
SCALE: 3" = 1'-0"R1 ROOF ASSEMBLY R1A - PV ROOF_BASIS OF DESIGN
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE:3" = 1'-0"R3 ROOF ASSEMBLY R3A - EPDM
ROOF TAG FIRE RATING DESCRIPTION
R1A 1HR PHOTOVOLTAIC SHINGLES ON SLATS OVER RIGID INSULATION, STRUCTURAL METAL DECKING. COTTON BATT
INSULATION ATTACHED TO UNDERSIDE OF DECK.
ROOF TAG FIRE RATING DESCRIPTION
R2A 1HR GREEN ROOF OVER RIGID INSULATION, STRUCTURAL METAL DECKING. COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK.
ROOF TAG FIRE RATING DESCRIPTION
R3A 1HR EPDM ROOFING MEMBRANE OVER RIGID INSULATION, STRUCTURAL METAL DECKING. COTTON BATT
INSULATION ATTACHED TO UNDERSIDE OF DECK.
SNOWMELT SYSTEM PER SPEC SET IN 2" SAND. RE:
LANDSCAPE FOR LOCATIONS.
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOPED 1/8 PER FOOT (MIN) FOR DRAINAGE
MAINTAIN MINIMUM SLAB THICKNESS FOR 2HR FIRE
RATING
TERRACE PAVERS SET IN MORTAR, RE: LANDSCAPE
CEILING ATTACHMENT (WIRE-SUSPENDED
GRID OR METAL FRAMING, TBD)
CEILING FINISH, REFER TO RCPs
4" CLASS A COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK
2" RIGID INSULATION
WATERPROOFING MEMBRANE
SLOPE PER PLAN, RE: STRUC
DRAINAGE MAT OVER 1/2" PROTECTION BOARD
ACOUSTICAL UNDERLAYMENT (6MM)
COMPOSITE CONCRETE AND METAL DECK,
RE: STRUC.
FINISH FLOOR (VARIES)
SUSPENDED METAL GRID SYSTEM FOR
CEILING FINISH ATTACHMENT
CEILING FINISH, VARIES, RE: RCP
4" CLASS A COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK
DECK FLUTES STUFFED WITH CLASS A
COTTON BATT INSULATION AND SEALED
WITH BOTTOM OF DECK WITH HILTI SPEED
SPRAY OR EQUIV.
SLOPE PER PLAN, RE: STRUC
1x8 NOMINAL EXTERIOR WOOD TONGUE +
GROOVE SOFFIT
CLEAR
0' - 8"
SUSPENDED METAL GRID SYSTEM FOR
CEILING FINISH ATTACHMENT
RE: BELOW
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOPED 1/8 PER FOOT (MIN) FOR DRAINAGE
SUSPENDED METAL GRID SYSTEM FOR
CEILING FINISH ATTACHMENT
CEILING FINISH, VARIES, RE: RCPs
4" CLASS A COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK
5" RIGID INSULATION
WATERPROOFING MEMBRANE
SLOPE PER PLAN, RE: STRUC
DRAINAGE MAT OVER 1/2" PROTECTION
BOARD
PAVERS SET ON THERMA-HEXX PANEL
SYSTEM
THERMA HEXX PANEL W/ INSULATION
ATTACHED TO UNDERSIDE
SHEET NOTES:
XXX1.PRIMARY ROOF FINISH
SUNSTYLE PHOTOVOLTAIC ROOF -GREY SHINGLES
WWW.SUNSTYLE.COM
BASE OPTION:
PREWEATHERED ZINC SHINGLE, SIZE 20 (.8MM) WITH 90
DEGREE PROFILE BY FIND METAL ROOF TECH
WWW.FINEMETALROOFTECH.COM
ALTERNATE OPTION:
ROOF DECK FINISH
BASE OPTION:
PORCELAIN "WOOD-PLANK" SERIES BY TILETECH WITH
HEX-TRAY SNOWMELT SYSTEM
WWW.TILETECHPAVERS.COM
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A505
ROOF / FLOOR ASSEMBLIES
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: 3" = 1'-0"F3 F4A - EXTERIOR TERRACE ASSEMBLY - OVER CONDITIONED SPACE
SCALE: 3" = 1'-0"F1 F1A - TYPICAL FLOOR ASSEMBLY
SCALE: 3" = 1'-0"F3 @ EXT F3A - EXTERIOR TERRACE ASSEMBLY - OVER EXTERIOR SPACE
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE: 3" = 1'-0"F2 F2A - EXTERIOR SNOW-MELT PAVER SYSTEM ON PEDESTALS
FLOOR TAG FIRE RATING STC DESCRIPTION
F1A 60 6" SOMD - TYPICAL FLOOR ASSEMBLY
F1B 2HR 6" SOMD W/ 3" TOPPING SLAB (RADIANT HEAT)
F1C 2HR 50 5" SOMD - EXIT ENCLOSURE STAIR FLOOR - OMIT PLENUM, INSULATION, AND CEILING BELOW SLAB.
F1D 2HR 6" SOMD W/ 4" TOPPING / HOUSEKEEPING SLAB (CHILLER PAD)
FLOOR TAG FIRE RATING STC DESCRIPTION
F2A 2HR 2" PAVERS SET ON PANEL SCREEN W/INSULATION. PEDESTALS INSTALLED OVER BOARD
INSULATION, DRAINAGE MAT AND WATERPOOFING MEMBRANE. 6" SOMD WITH BATT INSULATION
AND SUSPENDED CEILING.
FLOOR TAG FIRE RATING STC DESCRIPTION
F3A 6" SOMD
F3B 2HR 5" SOMD
SNOWMELT SYSTEM PER SPEC SET IN 2"
SAND. RE: LANDSCAPE FOR LOCATIONS.
TERRACE PAVERS SET IN MORTAR,
RE: LANDSCAPE
CAST IN PLACE CONCRETE SLAB ON GRADE
GRAVEL BASE
3" BOARD INSULATION
2"
2"
3"
6"
CAST IN PLACE CONCRETE SLAB ON GRADE
GRAVEL BASE
3" BOARD INSULATION, OMIT AT TYPE [F6B]
6"
3"
SOUND ISOLATION UNDERLAYMENT09 64 29
3/4" PLYWOOD UNDERLAYMENT06 10 53.h
2x10 WOOD OVERFRAMING, RIPPED AS NEEDED TO
PROVIDE LEVEL SUBFLOOR
1' - 0"
LEVEL 08
FINISH FLOOR -BASIS OF DESIGN IS 3/4" ENGINEERED
WOOD FLOORING
1" GYPCRETE UNDERLAYMENT
REFER TO OVERALL SECTIONS FOR STRUCTURAL FLOOR
ASSEMBLY
FILL FLOOR CAVITY WITH CLASS A COTTON BATT
INSULATION
SHEET NOTES:
XXX1.PRIMARY ROOF FINISH
SUNSTYLE PHOTOVOLTAIC ROOF -GREY SHINGLES
WWW.SUNSTYLE.COM
BASE OPTION:
PREWEATHERED ZINC SHINGLE, SIZE 20 (.8MM) WITH 90
DEGREE PROFILE BY FIND METAL ROOF TECH
WWW.FINEMETALROOFTECH.COM
ALTERNATE OPTION:
ROOF DECK FINISH
BASE OPTION:
PORCELAIN "WOOD-PLANK" SERIES BY TILETECH WITH
HEX-TRAY SNOWMELT SYSTEM
WWW.TILETECHPAVERS.COM
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOPED 1/8 PER FOOT (MIN) FOR DRAINAGE
MAINTAIN MINIMUM SLAB THICKNESS FOR 2HR FIRE
RATING
2" BRICK PAVERS SET IN MORTAR, RE: LANDSCAPE
4" CLASS A COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK
2" RIGID INSULATION
WATERPROOFING MEMBRANE
SLOPE PER PLAN, RE: STRUC
1/2" DRAINAGE BOARD
4" CONCRETE W/ HYDRONIC PIPING SYSTEM
1" SETTING BED
DRAINAGE AND PROTECTION BOARD
COMPOSITE
07 13 00.b
STRUCTRUAL FOAM MINIMIMUM DEPTH
PER STRUC. THICKNESS VARIES SO THAT
TOP OF 2" PAVER ALIGNS WITH TOP OF
ADJACENT 6" PAVER, RE: FLOOR
ASSEMBLY TYPE F8A
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A506
ROOF / FLOOR ASSEMBLIES
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
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE: 3" = 1'-0"F5 F5A - EXTERIOR SNOW-MELT PAVER SYSTEM ON S.O.G.
SCALE: 3" = 1'-0"F6 F6A - CONCRETE SLAB ON GRADE
SCALE: 3" = 1'-0"F7 F7A - OVERFRAMED FLOOR @ LEVEL 08
FLOOR TAG FIRE RATING STC DESCRIPTION
F5A 2" PAVERS SET IN 2" SANDBED WITH SNOWMELT OVER 3" BOARD INSULATION AND 6" CONCRETE
S.O.G.
FLOOR TAG FIRE RATING STC DESCRIPTION
F6A NR 6" CONCRETE S.O.G. - INSULATED
F6B 6" CONCRETE S.O.G. - OMIT UNDERSLAB INSULATION
FLOOR TAG FIRE RATING STC DESCRIPTION
F7A NR 3/4" FINISH FLOOR OVER 1" GYPCRETE AND 6MM SOUND UNDERLAYMENT. 3/4" PLYWOOD SUBFLOOR
AND 2x WOOD FLOOR FRAMING FILLED W/ INSULATION.
SCALE: 3" = 1'-0"F8 F8A - 2" BRICK PAVER FLOOR ASSEMBLY
6" BRICK PAVERS SET IN MORTAR, RE: LANDSCAPE
DRAINAGE AND PROTECTION BOARD
COMPOSITE
07 13 00.b
1" SETTING BED
1/2" DRAINAGE BOARD
WATERPROOFING MEMBRANE
2" BOARD INSULATION07 21 00.s
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOED 1/8" PER FOOT (MIN.) FOR DRAINAGE
MAINTAIN MINIMUM SLAB THICKNESS FOR 2 HR FIRE
RATING.
4" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK
SLOPE PER PLAN, RE: STRUC
3" CAST IN PLACE CONCRETE HOUSEKEEPING PAD
DRAINAGE AND PROTECTION BOARD
COMPOSITE
07 13 00.b
1/2" HYDRODRIN DRAINAGE MAT
WATERPROOFING MEMBRANE
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOPED 1/8" PER FOOT (MIN.) FOR DRAINAGE
MAINTAIN MINIMUM SLAB THICKNESS FOR 2 HR FIRE
RATING.
4" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK
SLOPE PER PLAN, RE: STRUC
6" BOARD INSULATION
WATERPROOFING MONOLITHIC MEMBRANE 6125-FR
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A507
ROOF / FLOOR ASSEMBLIES
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: 3" = 1'-0"F9 F9A - 6" BRICK PAVER FLOOR ASSEMBLY
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE: 3" = 1'-0"F10 F10 - 3" HOUSEKEEPING PAD @ CHILLER
13
4240 Architecture Inc
3507 Ringsby Court Suite 117 Denver Colorado 80216 T 303 292 3388 W 4240architecture.com
A
05 October 2018
To Whom it Concerns,
As requested, below is a summary of the conceptual level understanding of the exterior materials and fire / life safety strategy for
the Gorsuch Haus as it is understood today.
Exterior Materials
To reduce the perceived scale of the building, materials will be proportioned and divided into a base, middle and top
that steps with the natural contours of the site. Exterior materials will be predominantly stone, wood and glass, with
accents of metal and regional in tone to reflect the alpine setting. The base of the building will be dry-stack stone that
blends with the site walls tying the building to the site. Cut stone caps will terminate the masonry walls at the second
level. Fenestration within this masonry mass is envisioned as vertically proportioned punched openings.
Above the second level, stone walls will transition to fire retardant cedar wood siding and flat seam metal panels in
select locations. Window to wall ratio within this zone is likely 50/50. Wall patterns within this zone will be textured,
catching the sun and further providing a hand crafted nature to the cladding.
Heavy timber columns, architectural projections and hand crafted wood balconies with flower boxes will further animate
the façade. All exterior wood will be fire retardant treated.
Sloped roof overhangs, with layered beams and purlins will project beyond the building walls providing a canopy over
the balconies below. The eave of the building will vary along the building facades and step/slope with the sloping site.
Fire / Life Safety
A combined fire and domestic water main is planned to serve the project. It is possible, due to existing City of Aspen line
sizes in the area North of the property that two, separate water entrances (one for fire, one for domestic use) will be
required, This will be determined during the project’s design phases.
The fire protection components are as follows:
a. The fire protection system shall be designed in conjunction with an independent
registered engineer or NICET Class III engineering technician working for the installing
contractor.
b. The majority of spaces on the project are anticipated to be light hazard. Kitchen service
areas and mechanical rooms are assumed to be Ordinary Hazard.
c. Due to the size and configuration of the project, standpipes are required per the
International Building code. Standpipes will need to be extended to the roof level where
rooftop gardens or landscaped roofs exist.
d. Preliminary coordination with the City of Aspen water department has confirmed site
water pressure to be 60psi. Portions of the building exist above the elevation 8040’
where the city does not guarantee adequate water pressures for fire suppression
systems. Based on this, the project will require a fire pump system to provide adequate
water pressure for sprinkler systems.
e. The majority of the system will be wet pipe; however there may be unconditioned space
and exterior areas where dry zones or sprinkler heads will be required. An air
compressor for dry systems is anticipated.
SUPPORTING MATERIALS
1. EXTERIOR MATERIALS AND FIRE / LIFE SAFETY STRATEGY
14 |
4240 Architecture Inc
3507 Ringsby Court Suite 117 Denver Colorado 80216 T 303 292 3388 W 4240architecture.com
A
1. A complete fire protection system consisting of riser piping, lateral piping, sprinkler heads, flow
switches and valve monitors shall be provided in accordance with NFPA 13 criteria.
a. Automatic Sprinkler Systems:
(1) The building shall be fully covered by the sprinkler system. The system will
have the necessary fire department connections located on the exterior of the
building (quantity shall be per the authority having jurisdiction). The system will
consist of a predominately-wet pipe, and a partial glycerin antifreeze or dry
pipe system (including compressor) as required to prevent freezing near the
garage entry, soffit areas, outside air intake, and other areas subject below
freezing conditions. A pre-action system will be provided in building
communication and data center rooms (MDF, IDF, etc.).
(2) Sprinkler system zones to be limited to a single floor or partial floor.
(3) Quick response, residential sprinkler heads in residential units.
(4) Sprinkler coverage will be provided at the top and bottom of elevator
hoistways, unless prohibited by the authority having jurisdiction.
(5) Sprinkler coverage will be provided at the top of any laundry or trash chute,
unless prohibited by the authority having jurisdiction.
(6) Sprinkler heads in finished areas (including residential units) to be concealed
type with finish to match architectural ceiling. Side-wall heads (where required)
will be semi-recessed with white or polished chrome finish as directed by
architect.
(7) Sprinkler heads in un-finished areas will be pendant type with a rough bronze
finish. Provide medium and high temperature sprinkler heads in areas with
excessive heat such as the central plant.
(8) Dry type system to be provided at areas of potential freezing.
(9) Occupancy Classifications are per NFPA 13:
(a) Light Hazard: Administration Areas, Common Areas, Residential
units.
(b) Ordinary Hazard (Group I): Parking Garage(s)
(c) Ordinary Hazard (Group II): Boiler Room, Trash Rooms, Commercial
Laundry rooms, Spa/pool equipment room.
b. Standpipe Systems:
(1) The building shall each be equipped with Class III standpipe systems.
Standpipe(s) will be located in each stairwell, rooftop terrace/garden areas, and
as required to satisfy code requirements. Fire valve connections (cabinets
where required) with hose valves shall be located at intermediate landings of
every floor-level at every standpipe. The system will have the necessary fire
department connections located on the exterior of the buildings per the
authority having jurisdiction.
(2) Intermediate standpipes with hose valves and all appurtenances will be
provided where necessary in corridors, garage levels, etc. to provide hose
coverage as directed by authority having jurisdiction.
c. A fire pump system is anticipated to provide necessary flow for sprinkler systems.
15
4240 Architecture Inc
3507 Ringsby Court Suite 117 Denver Colorado 80216 T 303 292 3388 W 4240architecture.com
A
Fire Alarm System:
1. General System Requirements
a. System shall be designed to meet the minimum requirements of NFPA 72 (Fire Alarm
Code) and NFPA 101 (Life Safety Code).
b. The fire alarm system shall be addressable and the main control panel shall be located in
the Fire Command Center (FCC). The FCC shall contain the following:
(1) Main fire alarm control panel.
(2) Elevator status panel.
(3) Generator and ATS remote annunciator panels.
(4) Fire department Voice Command Center.
c. Building shall have a remote annunciator panel located at the main entrance for fire
department access.
2. Detection System
a. Detectors will be provided to accomplish the following tasks:
(1) Activate the alarm signaling devices and remote notification to the fire
department.
(2) Elevator recall.
(3) Shut down required for HVAC equipment and closing fire/smoke dampers.
b. Ceiling mounted photoelectric type smoke detectors shall be located in approved areas
throughout the building.
3. Notification System
a. Combination speaker/strobe signaling devices shall be installed to provide an
audio/visual alarm signal throughout all buildings and garage areas. This alarm will
occur upon activation of any sprinkler flow switch, manual pull station, single smoke
detector, heat detector, or any other automatic detection device and can be hard wired to
a “campus” wide system with connection to lift shack at the bottom terminal.
b. Remote central station: The following summary alarm conditions shall be transmitted to
a UL approved remote central station facility via leased telephone lines:
(1) System trouble.
(2) Smoke detection system alarm.
(3) Manual pull station alarm.
(4) Sprinkler flow switch.
16 |
4445 Northpark Drive, Suite 204,
Colorado Springs, CO, 80907 USA
O:+1 720-441-6608
July 26, 2019
Christian Barlock
Principal
4240 Architecture Inc.
3507 Ringsby Court, Suite 117
Denver, Colorado 80216
RE: Gorsuch Haus – Aspen, Colorado
Code Compliance Narrative
The Gorsuch Haus project is a proposed commercial residential (hotel and condominium) hospitality facility in Aspen,
Colorado. The building design covers a footprint of approximately 26,000 square feet and is generally four stories above
adjacent grade with several sub-grade floors housing parking and support/amenity spaces. Located on sloping terrain, the
building will maintain a consistent height above the adjacent grade but will increase in overall height as the grade elevation
rises.
Given the building height variation due to the sloped site, the building may be subject to certain prescriptive code
requirements applicable to very tall buildings, but which are intended to address hazards not present in the proposed design.
Jensen Hughes has been asked to evaluate the proposed design and outline significant code provisions including rationale
supporting how compliance will be achieved or options for compliance, as appropriate. The project is subject to the 2015
International Building Code (IBC) as amended and adopted by the City of Aspen.
Occupancy Classification
The facility will house both Groups R-1 and R-2 occupancies (hotel and condominium) in addition to Groups A-2/A-3 (dining
and meeting spaces) as well as Group S-2 (enclosed, below-grade parking) and various functional building support rooms
and guest amenity spaces.
The building’s various occupancies will not be required to be separated per the provisions for mixed, nonseparated
occupancies in 508.3. In accordance with this approach, the most restrictive provisions of IBC Chapter 9 and minimum
construction type determined from the occupancies present are applicable to the entire building.
Building Height and Area
Stories. A building’s number of stories above grade is based on the location of grade plane or the finished ground level,
whichever is most restrictive (202). For this building, Levels 3 and above qualify as stories above grade plane resulting in the
building being classified a 7-story building. Construction type for this building is driven by the number of stories above grade,
which, given the occupancies present, will require a minimum of Type I-B construction (Table (504.4).
Building Height. In a building of Type I-B construction, the maximum allowable building height is 180 feet. Building height is
measured from grade plane to the average roof height. The method for establishing the average roof height on a roof with
multiple facets as in the proposed design is not clear in the code. For this project, the average roof height was established at
the midpoint in a single theoretical plane representing the roof. The resulting building height is calculated to be
approximately 43 feet, well within the code allowable height.
Building Area. In a building of Type I-B construction, the allowable floor area per story and the total building area is unlimited
per Table 506.2.
2. CODE COMPLIANCE NARRATIVE
17
Gorsuch Haus; Aspen, Colorado – Code Compliance Narrative 4240 Architecture
Construction Type
Type I-B construction requires structural elements (from Table 601) to be of noncombustible materials with a minimum 2-hour
fire-resistance rating (FRR) for primary structural frame, bearing walls, and floors and a minimum 1-hour FRR for roof
construction and associated secondary members. Per Table 601, footnote c, heavy timber is permitted for roof the
construction and associated secondary members.
Fire Protection Systems
Automatic Sprinkler. The building is required to be protected throughout with an automatic sprinkler system. Insofar as the
building is classified as a 7-story building, and NFPA 13R sprinkler systems are limited to buildings with a maximum of 4
stories, the required sprinkler system will be required to be designed per NFPA 13.
Standpipe System. A standpipe system is required in a building where the highest occupied story is more than 30 feet above
the lowest level of fire department vehicle access (905.3.1). A Class I standpipe system will be required per 905.3.1,
Exception 1.
Fire Alarm. A manual fire alarm system is required throughout the residential and assembly occupancies (907.2.1, 907.2.8,
907.2.9). Manual fire alarm boxes are not required provided that notification appliances will activate on sprinkler flow; except
at least one manual fire alarm box is required for the R-1 (hotel) occupancy (907.2.1, Exception; 907.2.8.1, Exception 2;
907.2.9, Exception 2). Automatic smoke detection is required in Group R-1 corridors (907.2.8.2).
Exterior Walls
Exterior Wall Covering. Exterior wall covering, as regulated by the IBC, includes veneers, siding, cornices, soffits, and facias
(202). In a building of Type I-B construction, combustible exterior wall coverings are permitted but are limited to a maximum
of 40 feet above grade plane (1406.2.1, 2). Combustible exterior wall coverings constructed of fire-retardant-treated wood
are permitted up to a height of 60 feet above grade plane (1406.2.1, 3). More than 60 feet above grade plane, exterior wall
covering is required to be non-combustible.
Balconies. Exterior balconies are limited to a maximum of 50 percent of the building’s perimeter on each floor (1406.3)
unless sprinkler protection is extended to the balcony areas (1406.3, Exception 4). Balconies made of combustible
construction are required to be Type IV, heavy timber construction or have a minimum 2-hour FRR (1406.3). Guards,
pickets, rails, and similar guardrail devices are permitted to be of untreated wood (1406.3, Exception 2).
If you have any questions regarding this evaluation or would like to discuss further, please feel free to contact me directly at
jevans@jensenhughes.com or 719-314-7381.
Sincerely,
JENSEN HUGHES
Jeffrey Evans, RA, CBO
18 |
1626 Cole Boulevard, Suite 300
Lakewood, CO 80401
P 303.278.3820
www.bgbuildingworks.com
July 30, 2019
Attn: Marc Snyder
3507 Ringsby Court, Ste. #117
Denver, CO 80216
RE: Gorsuch Haus
CPTSB Fire & Life Safety Requirements
Dear Marc,
We are providing this letter to summarize Fire Alarm system design intent to meet Colorado Passenger
Tramway Safety Board (CPTSB) requirements for the Gorsuch Haus project.
The fire alarm system at the Gorsuch Haus facility shall be designed to meet the minimum requirements of
NFPA 72 (Fire Alarm Code), NFPA 101 (Life Safety Code) and the International Building Code (IBC). As the fire
alarm system pertains to the ski lift, a remote annunciation panel from the Gorsuch Haus fire alarm system will
reside in the ski lift operator facility to notify lift personnel of general building alarm events at the hotel so the
lift may be shut down. It is anticipated that an audio/visual notification appliance such as a speaker strobe will
be located above the annunciation panel to indicate an alarm.
Additionally flammable liquids will not be stored under the Airspace encroachment as part of plumbing systems
design, and the building will be fully sprinklered.
Please update us with if any requirement changes or contact us with any questions.
Sincerely,
Wesley Ploof, P.E.
Engineer
Cc: Brian Robertson, Eric Aden – BG Buildingworks
3. CPTSB FIRE & LIFE SAFETY REQUIREMENTS
21
DEVELOPMENT TEAM
PLANNER + LANDSCAPE ARCHITECTURE
Design Workshop, Inc
120 East Main Street, Suite 100
Aspen, CO 81611
970.925.8354 | www.designworkshop.com
ARCHITECTURE
4240 Architecture
3507 Ringsby Court, Suite 117
Denver, CO 80216
303.292.3388 | www.4240architecture.com
CIVIL ENGINEERING + SURVEYING
Sopris Engineering, LLC
502 Main Street, Suite A3
Carbondale, CO 81623
970.704.0311| www.sopriseng.com
FIRE PROTECTION CONSULTANT
Jensen & Hughes
4445 Northpark Drive, Suite 204,
Colorado Springs, CO 80907
719.257.2728 | jensenhughes.com
MUDFLOW ANALYSIS
Tetra Tech
130 Ski Hill Road, Suite 130
Breckenridge, CO 80424
970.453.6394 | www.tetratech.com
GEOTECHNICAL ASSESSMENT
HP Geotech
5020 County Road 154
Glenwood Springs, CO 81601
970.945.7988 | www.hpgeotech.com
PUBLIC COMMUNICATIONS
O Communications
P.O. Box 5128
Aspen, CO 81611
970.925.8480 | www.ocommunications.net
LEGAL REPRESENTATION
Holland & Hart, LLP
600 East Main Street, Suite 104
Aspen, CO 81611
970.925.3476 | www.hollandhart.com
HOTEL OPERATIONS
CoralTree Hospitality
5299 DTC BLVD #1260
Greenwood Village, CO 80111
303.799.3830 | www.coraltreehospitality.com
DW LEGACY DESIGN®
We believe that when environment, economics, art and community
are combined in harmony with the dictates of the land and needs
of society, magical places result — sustainable places of timeless beauty,
significant value and enduring quality, places that lift the spirit.
Design Workshop is dedicated to creating Legacy projects:
for our clients, for society and for the well-being of our planet.
www.designworkshop.com
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)FIVE (5) FEET 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
12.13. 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
LO CATED ON LOT 1 OR LOT 2 UNLESS THE AFFECTED OWNER(S) EXPRESSLY AGREE
IN WRITING TO SUCH ADDITONS, 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 PARAGAPAH 13.
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
15376305_v2
Page 1 of 28
HOLLAND & HART DRAFT
February 28, 2020; Updated 9/16/20
GORSUCH HAUS SUBDIVISION/PD
DEVELOPMENT AGREEMENT
THIS GORSUCH HAUS DEVELOPMENT AGREEMENT (the “Agreement”) is
made and entered into this ______ day of ____________ by and between THE CITY OF
ASPEN, COLORADO, a Colorado home rule municipal corporation (hereinafter referred to as
“City”), and NORWAY ISLAND, LLC a Delaware limited liability company (hereinafter
referred to as “Norway Island”).
WITNESSETH:
WHEREAS, Norway Island has, with the consent of the Aspen Skiing Company,
submitted to the City an application for Planned Development - Detailed Review approval (the
“Application”) for that certain property in the City of Aspen, Colorado, including Parcel ID
Nos. 273513127001, 273513126001, and 273513400028 (4 parcels total, 3 Parcel ID numbers)
more particularly described on Exhibit A attached hereto and a made a part hereof by this
reference (all of which, together with a portion of the South Aspen Street and all of the Summit
Street rights-of-way to be vacated by the City, are collectively referred to in this Agreement as
the “Property”), which Application requests the approval and recordation of an Approved Plan
Set documenting the design, layout and configuration of the proposed development (the
“Approved Plan Set”); and the approval, execution and recordation of a Final Plat of the
Gorsuch Haus Subdivision/Planned Development (the “Final Plat”), consisting of two (2)
platted lots, identified on the Final Plat as Lot 1 (“Lot 1”) and Lot 2 (“Lot 2”); and
WHEREAS, City has fully considered the Application, the Approved Plan Set, the Final
Plat, the proposed development and improvement of the Property, and the effects of the proposed
development and improvement of said Property on adjoining or neighboring properties and
property owners; and
WHEREAS, City has approved the Application and in connection therewith has imposed
certain conditions and requirements in connection with its approval and recordation of the
Approved Plan Set and its approval, execution and recordation of the Final Plat, such matters
being necessary to protect, promote and enhance the public safety, health and welfare; and
WHEREAS, Norway Island is willing to acknowledge, accept, abide by and faithfully
perform the conditions and requirements imposed by City in approving the Application, the
Approved Plan Set, and the Final Plat; and
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WHEREAS, pursuant to Section 26.490.060.B., Site Protection Guarantee, and Section
26.490.060.C., Site Enhancement Guarantee, of Title 26, Land Use Regulations, of the Aspen
Municipal Code ( the “Regulations”), City is entitled to certain financial guarantees to ensure
recovery of the Property and surrounding grounds to a safe and visually acceptable condition,
and the installation of public improvements on or adjacent to the Property in the event of a work
stoppage, and Norway Island is prepared to provide such guarantees as hereinafter set forth; and
WHEREAS, pursuant to Section 26.490.070.A.1., Landscape Guarantee; Section
26.490.070.A.7., Public Facilities and Public Infrastructure Guarantee; and Section
26.490.070.8., Storm Water and Drainage Improvements Guarantee, of the Regulations, City is
entitled to certain financial guarantees to ensure (i) that the required landscaping is implemented
and maintained, (ii) that required public facilities are installed and (iii) the successful
implementation of required storm water and drainage infrastructure, and Norway Island is
prepared to provide such guarantees as hereinafter set forth; and
WHEREAS, contemporaneously with the execution and recording of this Agreement,
City and Norway Island have recorded the Approved Plan Set as Reception No. ________ and
City and Aspen Skiing Company have executed and recorded the Final Plat in Plat Book _____
at Page ____ as Reception No. ___________, both in the Real Estate Records of the Clerk and
Recorder of Pitkin County, Colorado (all recording information described in this Agreement
refers to the Real Estate Records of the Clerk and Recorder of Pitkin County, Colorado); and
WHEREAS, contemporaneously with the execution and recording of this Agreement
Aspen Skiing Company has conveyed to Norway Island all of Lot 1; and
WHEREAS, for the purpose of this Agreement, the following additional definitions shall
apply:
“Gorsuch Haus Project” or the “Project”—the subject development to contain up to
81 lodge keys, four free-market residential units totaling up to 8000 sq. feet of net livable
area, one 1-bedroom affordable housing unit, 7,730 sq. feet of net leasable commercial
space (including restaurant and retail uses), and ski lift and facilities on Lot 1, together
with ski area operations and associated ski and non-mechanized summer uses for the
relocated Lift 1A, skier return, snow making infrastructure and event staging and viewing
areas on Lot 2.
“Gorsuch Haus Lodge”—the main mixed-use building to be developed as part of the
Gorsuch Haus Project upon Lot 1, with features to include 81 lodge units and a rooftop
public amenity area.
“Current Lift 1A”—this term is used to describe the existing and functioning Lift 1A
terminal and related skier services and ski patrol facilities
“Future Lift Terminal” – this term is used to describe the new lift terminal that will be
located in Willoughby Park.
“Lift 1 Corridor”—this includes the Property and the property related to the adjacent
Lift One Lodge project described in Ordinance No. 38, Series of 2018, together with
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adjacent future park lands that will eventually become a necessary part of the ski way and
ski operations.
the “Lift One Lodge Project”—a separate development project approved by the City
pursuant to Ordinance No. 38, Series of 2018 that will be developed in connection with
the development of the Gorsuch Haus Project.
NOW, THEREFORE, for and in consideration of the forgoing provisions, the mutual
covenants and agreements herein contained, the approval of the Application and approval and
acceptance of the Approved Plan Set and the approval, execution and acceptance of the Final
Plat for recordation by the City, and for other good and valuable considerations, the receipt and
sufficiency of which are hereby acknowledged, the parties hereto agree as follows:
ARTICLE I.
PURPOSE OF DEVELOPMENT AGREEMENT
1.1 Purpose. The purpose of this Agreement is to set forth the complete and
comprehensive understanding and agreement of the parties hereto with respect to the
development of the Gorsuch Haus Project, and to enumerate all terms and conditions under
which such development may occur.
ARTICLE II.
LAND USE APPROVALS
2.1 Approval Actions. The following land use approvals (the “Approvals”) have
been granted to Norway Island for the development of the Property:
(a) Ordinance No. 39, Series of 2016, approved December 12, 2018 and
recorded on April 8, 2019 as Reception No. 655085 (“Ordinance 39”) granted the following
land use approvals (i) Planned Development -Project Review; (ii) Rezoning; (iii) Growth
Management Quota System Reviews; (iv) Conceptual Commercial Design Review; (v) 8040
Greenline Review; (vi) Mountain View Plane; (vii) Major Subdivision; (viii) Special Review for
Lodge Density Standard; (ix) Special Review for affordable housing net unit livable standards;
and (x) Vested Property Rights. Ordinance 39 also included approval of vacation by the City of
approximately 8,206 sq. feet of public street right of way (a portion of the South Aspen Street
right-of-way and the entire Summit Street right-of-way) adjacent to the Property for use in
connection with the Project, which vacation is depicted on the Street and Easement Vacation Plat
to be executed by the Aspen Skiing Company and the City and recorded immediately prior to
recordation of the Final Plat.
(b) Planning and Zoning Commission Resolution No. ____ Series of ______
approved _______________ and recorded _______________ as Reception No. ____________
granted Planned Development – Detailed Review approval and Final Commercial Design
Review approval for the Project.
(c) The Development Order (“Development Order”) for the above-described
Approvals was issued by City of Aspen Community Development on _______________, with an
effective date of _______________.
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2.2 Development Orders Control. The provisions of the above-described
Approvals, including the Development Order, are incorporated herein and made a part of this
Agreement. To the extent that matters addressed in such Approvals are also addressed in this
Agreement, the provisions of the Approvals and the Development Order shall control.
2.3 Dimensional Requirements. Exhibit B to Ordinance 39 established and
approved the following dimensional requirements for the Project:*
(a) Minimum Gross Lot Area 44,545 Sq. Ft. (lot 1)
(b) Minimum Net Lot Area Per Dwelling
Unit
N/A
(c) Minimum Lot Width +/- 60 Feet
(d) Minimum Front Yard Setback
5 feet
(e) Minimum Side Yard Setback
5 feet
(f) Minimum Rear Yard Setback 5 feet
(g) Maximum Height
40 feet (except as otherwise allowed by
Section 7.A of Ordinance 39).
(h) Allowable Floor Area
Lodge
Commercial
Multi-family
Affordable Housing
64,023 Sq. Ft.
42,077 Sq. Ft.
7,730 Sq. Ft.
8,633 Sq. ft.
730 Sq. Ft.
(i) Maximum Multi-Family Size Cap 4 units with 1,500 Sq. Ft. per unit (up
to 2,000 Sq. Ft. per unit via use of
TDRs)
(j) Minimum Off-Street Parking
Lodge
Residential
Commercial
81 keys = 41 spaces
4 units = 4 spaces
7,730 Sq. Ft. = 7.7 spaces
(k) Public Amenity Space Minimum of 11,136 Sq. Ft.
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*Note: The approved dimensions from the Project Approval pursuant to Ordinance 39 Series
of 2016 remain in full effect. Minor adjustments to reflect programming changes as the project
moves from planning to building permit shall be permitted, but in no instance shall any
dimensions exceed what is outlined in said Ordinance. Minor changes to the Project’s
dimensional requirements may be approved by the City’s Community Development
Department provided that the resulting floor areas do not exceed that which is permitted in the
Lodge zone district. Should the dimensions of the Final Building Permit issuance be lower
than those outlined in the Ordinance 39, the Applicant shall have the right to add additional
square footage to the project though an Insubstantial Amendment through the period of
vesting. The governing Dimensional Standard in Section 1: General Approval, Section 7:
Project Dimensions paragraphs A and B and Exhibit B Dimensional Standards on Exhibit B of
Ordinance 39 complete approved standards. Norway Island shall also comply with the
additional conditions regarding dimensional requirements set forth in sub-sections 7.A
(exceptions to height limitation for rooftop elevators, 7.B and 7.C of Ordinance 39).
2.4 Vested Rights. In accordance with the requirements of C.R.S. Section 24-68-
103(b) (2019), a properly noticed public hearing concerning the establishment of such vested
rights for the Property was conducted on January 7, 2019. The City has since determined that
the Project and the Approvals related to the same constitute a new site-specific development plan
pursuant to Land Use Code Section 26.308.010 and C.R.S. § 24-68-101 et seq. attaching to and
running with the Property and conferring upon Norway Island the right to undertake and
complete the site-specific development plan and use of the Property under the terms and
conditions of the site-specific development plan, and any approved amendments thereto. As
such, development of the Project and shall not be altered, impaired, diminished or delayed by
any subsequent zoning or land use action that is prohibited by C.R.S. Section 24-68-105(1).
However, any failure to abide by any of the terms and conditions attendant to the Approvals that
is not cured by Norway Island after written notice from the City, a right to a public hearing in
accordance with applicable provisions of the Land Use Code, and a reasonable opportunity to
cure, will result in the forfeiture of said vested property rights.
The City and Norway Island further agree that, due to various factors, including but not
limited to the significant scope of this Project, the City’s request to pursue relocation of the base
of Current Lift 1A, and the need to wait until all required City-owned property is available for
this use, it is appropriate for vested rights to extend beyond three years. Consequently, the right
to undertake and complete the development and use of the Property pursuant to the terms and
conditions of the Approvals and the Approved Plan Set for the Property shall commence upon
the effective date of the Development Order for the Project issued by the City pursuant to
Section 26.304.080 of the Land Use Code and be vested thereafter for a period extending until
five years following the effective date of the use rights conferred as part of the initial 40-year
term of the Dolinsek License pursuant to Section 6.A.1 of Ordinance No. 38, Series of 2018. If
the effective date of the use rights conferred as part of the initial 40-year term of the Dolinsek
License has already occurred, the vested rights shall extend for a period of five (5) years from the
effective date of the Development Order. However, the vesting period shall not extend longer
than the validity of the Development Order issued for the Project pursuant to Section 26.304.080
of the Land Use Code, as amended from time to time (which Section 26.304.080 currently
provides that a Development Order will not be valid for more than ten years). Additionally,
nothing herein shall be construed as limiting Norway Island’s right to proceed with the Project
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prior to the commencement of the initial 40-year term of the Dolinsek License, provided that the
Project has received the required Detailed/Final Review approvals described in Ordinance 39 and
complied with the City’s permit requirements.
As authorized by CRS § 24-68-102(4)(a), the City and Norway Island agree that the Site
Specific Development Plan for the Property consists of and includes, but is not limited to, the
number, permitted size, and configuration of the Project’s lodge units, residential units,
affordable housing unit, the size and configuration of associated commercial spaces, and other
areas of the Project; all matters set forth in the Approvals referenced in Section 2.1 above; the
Approved Plan Set recorded as Reception No. ________; the Final Plat recorded as Reception
No._________; this Agreement; and all other documents recorded concurrent herewith. For
purposes of this Section 2.4, this Agreement shall be considered a “development agreement” as
that term is used in C.R.S. Section 24-68-104(2).
ARTICLE III.
DEVELOPMENT REQUIREMENTS AND RESTRICTIONS
3.1 Project Components. The Project approved pursuant to the Approvals
referenced in Section 2.1 above consists of the following principal components:
(a) Lodge. The Project will contain eighty-one (81) lodge units with 81 keys.
The Project’s lodge units will contain maximum allowable floor area of approximately 42,077
square feet. Minor changes to the Project’s allowable lodge floor area, and any resulting changes
to its net livable area, may be administratively approved by the City’s Community Development
Department provided that the resulting floor area does not exceed that which is permitted in the
Lodge (L) zone district.
(b) Commercial Net Leasable Area. The Project’s commercial components
will include a restaurant and retail uses, [and others?]. These components are limited to a total
net leasable area of 7,730 square feet and to a maximum allowable floor area of approximately
7,730 square feet. Minor changes to the Project’s allowable commercial floor area may be
administratively approved by the City’s Community Development Department provided that the
resulting commercial floor area does not exceed that which is permitted in the Lodge zone
district.
(c) Affordable Housing Unit. The Project will contain one onsite (1) one-
bedroom affordable housing unit. The one-bedroom unit will contain a minimum of 730 square
feet of net livable area. The Project’s affordable housing component is limited to a maximum
allowable floor area of approximately 730 square feet. Minor changes to the Project’s allowable
affordable housing floor, and any resulting changes to its net livable area, area may be
administratively approved by the City’s Community Development Department provided that the
resulting lodge affordable housing floor area does not exceed that which is permitted in the
Lodge zone district.
(d) Parking. The Project will contain fifty-six (56) off-street parking spaces
in its Subgrade Garage which are permitted to be tandem spaces. All parking spaces in the
Subgrade Garage shall be limited to the use of lodge guests, residential unit owners, affordable
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housing unit tenants, and users of the Project on space available basis. Each residential unit and
the affordable housing unit shall be assigned a standard, non-stacked parking space in the
Subgrade Garage. Long-term car parking by any user of the Subgrade Garage shall be prohibited
provided, however, that the parking of vehicles that are owned or used by the residential unit
owners and the affordable housing tenants is permitted.
(e) Public Amenity Spaces. Norway Island shall provide a total of 11,136
square. feet of public amenity space, a portion of which shall be on the rooftop of the Gorsuch
Haus Lodge building. Minor changes in the distribution of the Project’s public amenity space
may be approved by the City’s Community Development Department. These spaces shall remain
permanently accessible to the general public via stairs and/or elevators. These spaces shall not
be enclosed with temporary or permanent walls or windows, or otherwise enclosed as interior
conditioned space, except to the extent that tents and similar soft-sided enclosures may be
allowed pursuant to the land use code, and some portions for the public amenity spaces may need
to be covered due to the proximity of the proposed ski lift. The public amenity space may be
partially covered by overhangs due to the close proximity of this space to the future ski lift
alignment. All public amenity space may be oriented to the ski slope east of the Project. The
rooftop public amenity space shall be subject to a public access easement, said easement to be
referenced on the Final Plat. The rooftop public access easement shall be subject to the
reasonable additional rules and regulations governing its use by the public to be established and
periodically updated by the Gorsuch Haus Lodge.
(f) Other Ski-Rrelated Uses on Lot 2. The Project approvals also
contemplate the construction, operation, and maintenance of ski-related infrastructure on Lot 2,
ownership of which shall be retained by Aspen Skiing Company. These improvements include a
relocated ski lift alignment for the Future Lift Terminal, development of new lift towers,
regrading for skier return, regrading for the Aspen Mountain service road, traditional ski and
non-mechanized recreational operation maintenance activities, and a ski race finish/special event
use viewing area. A special event permit shall be obtained for the viewing area to the extent
required by City code at the time of development. Service gates may be placed at the entrance of
the realigned Aspen Mountain service road on Lot 2, provided that the service gate locations,
dimensions, materials and color shall be subject to future administrative review and approval by
the City’s Community Development Department.
(g) Growth Management Allotments. The following growth management
allotments have been allocated to the Project:
(i) Four free market residential dwelling unit allotments (from 2016
GMQS calendar year).
(ii) One 1-bedroom affordable housing unit allotment (from 2016
GMQS calendar year).
(iii) 7,730 square feet of new commercial net leasable space (from
2016 GMQS calendar year).
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(iv) 112 lodging pillows, which equals 56 lodging keys, from the 2016
calendar year, with approval for 50 lodging pillows, which equals 25 keys, to be granted from
the 2017 GMQS calendar year.
3.2 Affordable Housing.
(a) Mitigation Requirements. The Community Development Department
has determined that the Project will require the mitigation of 24.68 Full-Time Equivalent
employees (“FTEs”). Upon request of APCHA two years after issuance of certificates of
occupancy for the Project, Norway Island or its successors, at their own expense, shall complete
an audit to evaluate actual employee generation by the Project—if the free market component is
shown to generate FTEs in addition to those supplied by the lodging component, additional
mitigation may be required by the City commensurate with the employees generated by the free
market component, up to an additional 4.64 FTEs. As set forth in Section 3.1(c) above, the
Project will contain one (1) one-bedroom unit which is credited with housing 1.95 FTEs. In
addition to the provision of one on-site affordable housing unit, mitigation may be satisfied
utilizing on-site units, off-site units, “buy-down” units, or City of Aspen Affordable Housing
Credits. Off-site units may be provided at locations within the Aspen Urban Growth Boundary.
Cash in lieu is not permitted to satisfy affordable housing requirements. All required affordable
housing mitigation shall be satisfied prior to issuance of certificates of occupancy for the Project.
(b) Special Review. Special Review approval pursuant to Land Use Code
Section 26.430.040 was granted pursuant to Ordinance 39 to allow a maximum of fifty (50)
percent of the finished floor of the affordable housing unit to be located below finished grade.
(c) Affordable Housing Conditions. The Project’s one affordable housing
unit shall be deed restricted to the Aspen/Pitkin County Housing Authority’s (“APCHA”)
Category 4 income and occupancy guidelines, and shall meet the following conditions:
(i) The affordable housing unit shall meet or exceed the minimum net
livable area requirements for Category 4 units;
(ii) The deed restriction for the affordable housing unit shall be
recorded prior to the issuance of a Certificate of Occupancy (“CO“) for the unit. The CO for the
affordable housing units shall be issued at the same time or prior to the CO for the Gorsuch Haus
Lodge;
(iii) All tenants shall be approved by APCHA prior to occupancy;
(iv) Employees of the Project residing within the on-site affordable
housing unit shall be exempt from APCHA’s maximum asset and income limitations provided,
however, that such tenants work full time and do not own any other property within APCHA’s
ownership exclusion zone, both as defined in the APCHA Guidelines;
(v) Minimum occupancy requirements shall be maintained for each
unit as defined in the APCHA Guidelines;
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(vi) The unit shall not remain vacant for more than forty-five (45) days
unless APCHA is notified as to why the unit has been left vacant;
(vii) A washer and dryer shall be provided in the affordable housing
unit;
(viii) The affordable housing unit shall be assigned one (1) parking
space in the Subgrade Garage--this space shall not be a stacked or tandem space; and
(ix) The affordable housing unit shall be a rental unit. The Project’s
Condominium Declaration shall contain language, to be reviewed and approved by APCHA, that
in the event the unit becomes an ownership unit:
1.• It will be sold through the lottery system;
2.• The dues for the unit will be pro-rated based on the assessed value
of the deed restricted unit versus the free market residential units,
as well as the relative square footage of the units; and
3.• No common expenses will be charged to the deed restricted unit
owner unless approved by APCHA.
3.3 Reimbursement Agreement for South Aspen Street Improvements. Norway
Island agrees to enter into a reimbursement agreement for purposes of cost-sharing, on a
proportionate basis, the costs of reconstruction of South Aspen Street as depicted on the
engineering drawings prepared by Schmueser, Gordon & Meyer, Inc., and recorded as part of the
development approvals for Lift One Lodge in Plat Book 102 at Pages 11-19 (the “South Aspen
Street Improvement Plans”). The proportionate share of such expenses allocated to Lot 1 shall
be 20.45%. The reimbursement agreement shall also include cost recovery provisions regarding
prior road surface and sidewalk improvements as well as certain infrastructure improvements
(including water lines, sewer lines, and shallow utility lines) consistent with the development
approvals for the One Aspen Townhome project. Any improvements to the cul-de-sac beyond
the scope of the South Aspen Street Improvement Plans shall be allocated fully to Norway
Island.
3.4 Construction in Accordance with Building Codes and Plans. Construction of
the Project, and all its component parts, shall be accomplished in substantial compliance with
adopted City building and accessibility codes in effect at the time a Building Permit application
is submitted, and with the Approved Plan Set. The elevator access to the Project’s rooftop
amenities shall meet International Building Code accessibility requirements. The affordable
housing unit shall be provided with an ADA compliant circulation path within the hotel interior
that connects the unit to the Subgrade Garage and the public right-of-way.
(a) The Project shall be subject to the 2015 IECC Energy Code.
(b) Pursuant to Section 26.575.020 (F)(3)(c) of Title 26, Land Use
Regulations, building/mechanical heights shall be measured to the first layer of exterior
sheathing or weatherproofing membrane. Any additional insulation and associated material
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requirements imposed by the 2015 IECC Energy Code shall constitute “other veneer treatments”
for the purpose of calculating building/mechanical heights.
3.5 Engineering Department Requirements. The Project shall comply with all
sections of Title 21, Streets, Sidewalks and Other Public Places, of the Aspen Municipal Code,
and all construction and excavation standards published by the Engineering Department.
(a) Drainage. The Project shall meet the requirements of the City’s Urban
Runoff Management Plan. A compliant drainage plan, including a 100-year mudflow analysis,
shall be submitted with the building permit application for the Project.
(b) Sidewalk/Curb/Gutter. All sidewalk curb and gutter shall meet the
Engineering Standards set forth in Title 21 of the City of Aspen Municipal Code.
(c) Excavation Stabilization. Due to the scale of excavation and proximity
of excavation to neighboring property, an excavation stabilization plan shall be submitted to the
Engineering Department at building permit submittal. Soil stabilization shall be located within
the pProperty boundaries and within the construction easements established in Section 5(D) of
Ordinance 39 or follow Section 21.12.140 of the Municipal Code.
(d) Ground Stability Monitoring. In order to ensure that development of the
Project does not exacerbate naturally occurring ground movement, an inclinometer shall be
installed and maintained by Norway Island or its successors or assigns and bi-annual readings
shall be taken through the time until issuance of certificates of occupancy for the Project.
(e) West Drainage Swale Headwall and Catch Basin Maintenance.
Norway Island shall provide routine maintenance and periodic inspections of the headwall and
catch basin facilities for the west swale located on portions of Lot 1 and Lot 2 as well as within
the South Aspen Street right of way, as depicted on Sheet 5 of the Final Plat. This routine
maintenance and periodic inspection shall include trash and debris removal. Actual ownership of
the headwall and catch basin facilities shall remain with the City, and the City shall be
responsible for any and all future capital repairs, improvements or replacements of these
facilities upon acceptance of these facilities by the City following construction of the Project.
The City shall have non-exclusive easements for access to and maintenance of these facilities as
well as other drainage facilities, as provided in Paragraph 13 of the Certificate of Ownership,
Dedications and Reservations on Sheet 1 of the Final Plat, and as shown and described on Sheet
5 of the Final Plat.
3.6 Fire Mitigation. The Project shall comply with all codes adopted by the Aspen
Fire Protection District. This includes, but is not limited to, access (International Fire Code,
2003 Edition, Section 503), approved fire sprinkler, and fire alarm systems (International Fire
Code, as amended, Sections 903 and 907). The Subgrade Garage shall have adequate fire access
which shall be reviewed and approved by the City’s Fire Marshall.
3.7 Parks Department Requirements.
(a) Tree removal permits are required prior to issuance of a building permit
for any demolition or significant site work. Mitigation for tree removal (after consideration of
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any appropriate credits) shall be met by a cash-in-lieu payment, by on-site plantings, or a
combination of both as provided for in Title 13, Chapter 13.20, Tree Removal Permits, of the
Aspen Municipal Code. Rooftop plantings shall not qualify as mitigation.
(b) A tree protection plan depicting the drip lines of each individual tree or
group of trees which is to remain on the Property shall be included in the building permit
submittal for any demolition or significant site work. The plan shall depict the location of tree
protection zones which shall be approved by the City Forester. The plan shall prohibit
excavation; the storage of building materials, construction and equipment; and access over or
through the protection zones by foot or vehicles.
(c) Norway Island shall dedicate to the City on the Final Plat an easement for
a public pedestrian and bicycle trail that provides access from Hill Street to the existing public
access and skiers easement recorded in Book 42 on Page 489 to the satisfaction of the Parks
Department.
(d) The Final Plat shall also include a public access easement that permits
access from Hill Street, across Lot 2 and along and within the alignment and is commensurate
with of the Aspen Mountain OperationsService Road to the satisfaction of the Parks Department.
The City agrees, however, that public access may be managed to restrict access from time to time
at the discretion of the Aspen Skiing Company for safety, maintenance, operations, loading,
unloading, and staging purposes, as it determines. This easement may overlap with the trail
easement referred to in the preceding sub-paragraph.
(e) The Final Plat shall also include dedication of a public access easement on
the western stairway of the Gorsuch Haus Lodge to the satisfaction of the Parks Department.
3.8 Aspen Consolidated Sanitation District Requirements. Sanitary sewer service
is contingent upon compliance with the Aspen Consolidated Sanitation District’s (“ACSD”)
rules, regulations and specifications which are on file at the ACSD office. Prior to certificates of
occupancy for the Project, Norway Island shall connect to the recently upgraded sanitary sewer
line in the South Aspen Street right-of-way. Prior to construction of the connection, the
connection shall be approved to the satisfaction of ACSD.
3.9 Environmental Health Department Requirements.
(a) Environmental Health Codes. Code requirements to be aware of when
filing a building permit include (i) a prohibition against engine idling, (ii) regulation of
fireplaces, (iii) fugitive dust requirements, (iv) noise abatement, and (v) pool design.
(b) Trash Requirements. The Project’s trash enclosures shall meet the
minimum requirements outlined in Title 12, Solid Waste, of the Aspen Municipal Code. Special
Review approval from the Environmental Health Department may be required to satisfy
dimensional requirements.
(c) Ski Lift Operations. The City and Norway Island understand and
acknowledge that functional operation of the Lift 1 Corridor requires that the Aspen Skiing
Company undertake certain operation and maintenance activities, including snowmaking, snow
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grooming, lift maintenance, load in and load out for special events and mountain operations,
outside of operational hours, including during early morning, evening, and nighttime hours
throughout the Lift 1 Corridor.
3.10 Water / Utilities Department Requirements. The Project shall comply with the
City of Aspen Water System Standards, with Title 25, and with the applicable standards of Title
8 (Water Conservation and Plumbing Advisory Code) of the Aspen Municipal Code, as required
by the City of Aspen Water Department. All water System Distribution Standards in place at the
time of building permit submittal shall apply, and all tap fees will be assessed per applicable
codes and standards.
3.11 Outdoor Lighting and Signage. All outdoor lighting and signage shall meet the
requirements of Section 26.575.150, Outdoor Lighting, of the Regulations. Compliance with this
condition shall be verified at building permit review.
3.12 Colorado Passenger Tramway Safety Board Review. The Colorado Passenger
Tramway Safety Board will conduct a review of the lift and ski corridor for compliance with
safety and design standards. If the review by the Tramway Board requires modification to any
element of the design of this approved project to comply with standards, such modifications will
be reviewed and may be approved administratively by the Community Development Director.
3.13 Cost Sharing for Dean Street Improvements and Skiers’ Chalet Relocation
and Rehabilitation. Pursuant to Ordinance No. 38, Series of 2018 and a separate development
agreement between the City and Lift One Lodge, the City shall contribute a fixed amount of
$4,360,000.00 to Lift One Lodge in support of the public facing elements of its project, including
improvements to Dean Street and the relocation and rehabilitation of the Skiers’ Chalet Lodge.
Additionally, at the time of demolition of Aspen Skiing Company’s existing Lift 1A ski
operations space), Norway Island shall contribute $1,000.000.00 to the City toward the
relocation, rehabilitation and repurposing of the ski operations-related elements of the Skiers’
Chalet Building. Such funds shall then be held in escrow and released to Lift One Lodge upon
its delivery of the relocated and rehabilitated Skiers’ Chalet Building in a “white box” condition
as provided in Ordinance No. 38, Series of 2018. However, if the delivery of the relocated and
rehabilitated Skiers’ Chalet Building in “white box” condition takes place prior to the demolition
of the Current Lift 1A ski operations space, then Norway Island shall deliver the $1,000,000.00
contribution directly to Lift One Lodge at the time of delivery.
3.14 Lot 2 Development Restriction. The Property Owner shall include a plat note on
the final subdivision plat that restricts Lot 2 against all future residential building and residential
development and other land uses and activities that are not consistent with the intent and
approved development contemplated by Ordinance 39. Any amendment to the condition relating
to residential building and residential development shall require a successful majority vote of the
public. This plat note shall expressly authorize the construction and use of all ski and non-
mechanized recreational infrastructure, including ski lifts, towers, snowmaking equipment,
accessory and support structures pursuant to Ordinance 39 as well as the ability to conduct
skiing, recreational uses and 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, up-hilling and events related thereto, as well as
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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.
[NOTE: See also the dedications and reservations as well as the Plat Notes covering
ski and non-mechanized recreational uses and operations set forth on the draft Final
Plat.]
3.15 South Aspen Street Winter Maintenance. The City is not presently requiring
the Gorsuch Haus Project or the Lift One Lodge Project to construct a snowmelt system in South
Aspen Street. However, Norway Island hereby expressly confirms, acknowledges, and agrees to
be bound to participate in the South Aspen Street Winter Maintenance process outlined in
Section 30 of Ordinance 39 and also set forth on Exhibit B attached hereto to evaluate the
feasibility and efficacy of installation of a snowmelt system, to include the pursuit of alternatives
to a snowmelt system. After completion of all required elements and triggers pursuant to that
process, if it is nonetheless determined by the City that a snowmelt system is the only
mechanism to adequately and reasonably respond to winter street conditions and actual post-
development traffic impacts from this Project and the Lift One Lodge Project, the City may then
proceed to require Norway Island and the developer of the Lift One Lodge Project to install a
snowmelt system, in which case Norway Island shall only be required to pay 1/3 of the cost.
Norway Island expressly accepts these obligation as a condition of approval of the Project. As
Aspen Street is a public street, any contemplated snowmelt system shall be exempt from
applicable Renewable Energy Mitigation Program (REMP) fees.
3.16 Construction Staging and Sequencing Plan. A preliminary construction
staging and sequencing plan of coordination between Norway Island, the developer of the Lift
One Lodge Project, and Aspen Skiing Company is attached to this Agreement as Exhibit C___.
3.17 Material Representations. All material representations and commitments made
by Norway Island in connection with the Project’s development approvals contained or
referenced herein, whether made in public hearings or in documentation presented before the
Aspen Planning and Zoning Commission or the Aspen City Council, are hereby expressly
incorporated in said Project’s development approvals and such representations and commitments
shall be complied with by Norway Island as if fully set forth herein, unless amended by an
authorized entity.
3.18 School Land Dedication Fee. Before building permits are issued for the Project,
Norway Island shall pay to City a cash payment in lieu of school land dedication for the Project’s
four free market residential units and one affordable housing unit in an amount to be determined
at building permit issuance based on the regulations in effect at that time.
3.19 Park Development Impact Fee. Before building permits are issued for the
Project, Norway Island shall pay to City a Park Development Impact Fee for the Project in an
amount to be determined at building permit issuance based on the regulations in effect at that
time.
Formatted: Font: Bold
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3.20 Air Quality Impact Fee. Before building permits are issued for the Project,
Norway Island shall pay to City an Air Quality Impact Fee in an amount to be determined at
building permit issuance based on the regulations in effect at that time.
3.21 Additional Licenses and Easements. Pursuant to Section 5 of Ordinance 39,
within 180 days following the City’s issuance of a Development Order for the Project, and prior
to issuance of a CO, Norway Island shall finalize and provide the following additional licenses
and easements to the City, which agreements shall all contain commercially reasonable insurance
and indemnity provisions (provided, however, that the City will not provide an indemnification
to any party):
A. As contemplated in the dedications and reservations set forth in the Final Plat, an
easement agreement between Norway Island and the Aspen Skiing Company to allow
ski-related activity and infrastructure on Lot 1 and to allow skiing and ski and lift related
activities, equipment, improvements and infrastructure, including, without limitation,
subgrade snowmaking infrastructure as well as above grade ski and lift related
equipment, improvements and infrastructure to occur on, over and under the Hill Street
right-of-way. The easement agreement will provide that Aspen Skiing Company will
own and exclusively control all ski and lift related equipment, improvements and
infrastructure construed on, over, and under the Hill Street right-of-way.
[NOTE: See dedications and reservations shown and described on the Final Plat as
well as in the Ski Operations Agreement.]
B. A fee-free easement agreement between Norway Island and the City pursuant to
which the City will grant to Norway Island an easement over, under and across and
through all public rights-of-way and City-owned lands adjacent to the Project for the
purpose of allowing construction work and staging, crane swinging, over-digging,
shoring, soil nails and other construction activities necessary or appropriate to undertake
the construction of the Project and to establish and maintain a safe working environment
during such construction. However, no such easements to be granted by the City with
respect to the Dolinsek Property shall be legally effective until the City is permitted to
grant such easements pursuant to the Dolinsek Deed, and no such easements on the
Dolinsek Property shall violate the terms and restrictions of the Conservation Easement
on the Dolinsek Property held by the Aspen Valley Land Trust.
C. As provided in Paragraph 13 of the Certificate of Ownership, Dedications and
Reservations on Sheet 1 of the Final Plat, and as shown on Sheet 5 of the Final Plat, the
City shall be granted limited, non-exclusive easements over and across Lot 1 and Lot 2
for access to and maintenance of storm water and surface drainage facilities and
infrastructure, including the west swale headwall and catch basin depicted on Sheet 5 of
the Final Plat.
[NOTE: See dedications and acceptances shown and described in the Vacation Plat
as well as in the Final Plat.]
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3.22 City Vacation of Street Rights-of-Way and Acceptance of Private Property.
Pursuant to Section 4 of Ordinance 39, the City has approved vacation of public right-of-way
comprising approximately 8,206 square feet of area, to be replaced with all necessary utility
easements, all as shown on the Final Plat. The City has also agreed to accept the dedication of
approximately 3,462 square feet of private property at the terminus of South Aspen Street for a
public right-of-way for cul-de-sac improvements. To the extent that such dedications and
acceptance of private property by the City are not effectuated by the Final Plat, the parties agree
to exchange deeds no later than 45 days following the recordation of the Final Plat
3.23 Encroachment Licenses. Upon receipt by the City from Norway Island of
completed revocable easement license applications, the City shall grant revocable encroachment
licenses to Norway Island for all private improvements and infrastructure for the Project shown
on the Approved Plan Set that will be located within City rights of way.
3.24 Other Agreements. Following completion of the construction of the building
improvements on Lot 1, a Condominium Map and Condominium Declaration shall be submitted
pursuant to Section 26.480.050(A) of the City of Aspen Municipal Code.
[See Section 16.C.2 of Ordinance 39 which refers to “Other Agreements as
necessary --- between the stakeholders to the project including: the City of Aspen,
Aspen Historical Society, Aspen Skiing Company, Lift One Lodge, and Gorsuch
Haus.” We should specifically identify any agreements to be signed by the City
after the date of the Development Agreement and make sure the Development
Agreement commits the City to approve/sign.]
ARTICLE IV.
PUBLIC IMPROVEMENTS
4.1 Prior to issuance of a final CO for the Project, Norway Island shall accomplish
certain public improvements, all as depicted on the recorded Approved Plan Set, and
summarized in narrative format on including the following Exhibits:
(a) Landscape Improvements. See Exhibit DC attached hereto and
incorporated herein by this reference.
(b) Public Infrastructure Improvements. See Exhibit ED attached hereto
and incorporated herein by this reference.
(c) Storm Water and Drainage Improvements. See Exhibit FE attached
hereto and incorporated herein by this reference.
ARTICLE V.
FINANCIAL ASSURANCES
5.1 Site Protection/Enhancements Requirements.
(a) Site Protection Guarantee. Before the issuance of any building permits
for the Project, Norway Island shall deposit with __________________________ (“Escrow
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Agent”) the sum of ____________ and 00/ U.S. Dollars ($_________) in the form of cash or
wired funds (the “Escrow Funds”) and will execute an Escrow Agreement and Instructions with
the Escrow Agent which recites as follows:
In the event construction work on the Project shall cease for 90 days or longer
(“Work Stoppage”) prior to a final inspection by the City of the work authorized by
a foundation/structural frame permit and cessation of such construction work
continues for a period of one hundred twenty (120) days after notice from the City
to Norway Island specifying the subject work in reasonable detail, or if such Work
Stoppage cannot reasonably be cured within such one hundred twenty (120) day
period and Norway Island fails to commence and proceed diligently to cure such
Work Stoppage within a reasonable time period, then the City, in its reasonable
discretion, may draw upon the Escrow Funds from time to time as needed for the
purposes of protecting and securing the Project site and improvements from
damage by the elements and/or from trespass by unauthorized persons and for
purposes of improving the Project site to a safe condition such that it does not
become an attractive nuisance or otherwise pose a threat to neighbors or other
persons. The City shall use commercially reasonable efforts to not adversely
impact the operation of, or access to the Project by Norway Island. The Escrow
Funds or any remaining balance thereof shall be returned to Norway Island upon
completion by the City of a final inspection of the work authorized by the
Foundation/Structural Frame Permit on the Project; provided, however, that the
Community Development Director shall promptly authorize partial releases, in
increments of no less than 25% of the original surety, of the Site Protection
Guarantee as portions of the Project protection, security, and safety are reduced.
The City shall be a named party to the Escrow Agreement with the express right and authority to
enforce the same from time to time.
(b) Site Enhancement Guarantee. Before the issuance of a Building Permit
for the Project, Norway Island shall deposit with _________________ (“Escrow Agent”) the
sum of ___________ and 00/ U.S. Dollars ($__________) in the form of cash or wired funds
(the “Escrow Funds”) and will execute an Escrow Agreement and Instructions with the Escrow
Agent which recites as follows:
In the event construction work on the Project shall cease for 90 days or longer
(”Work Stoppage“) prior to a final inspection by the City of the work authorized by
any permit or phase of permit for the Project and cessation of such construction
work continues for a period of one hundred twenty (120) days after notice from the
City to Norway Island specifying the subject work in reasonable detail, or if such
Work Stoppage cannot reasonably be cured within such one hundred twenty (120)
day period and Norway Island fails to commence and proceed diligently to cure
such Work Stoppage within a reasonable time period, then the City, in its
reasonable discretion, may draw upon the Escrow Funds from time to time as
needed for the purposes of improving the appearance of any construction work
already completed on the Project site and for installing any public improvements on
or adjacent to the Project site. The City shall use commercially reasonable
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discretion with respect to the manner or improving the appearance of construction
work in progress as well as determining the public improvements to be installed.
The City shall use commercially reasonable efforts to not adversely impact the
operation of, or access to the Project by Norway Island. The Escrow Funds or any
remaining balance thereof shall be returned to Norway Island upon completion by
the City of a final inspection of the work authorized by the Foundation/Structural
Frame Permit on the Project; provided, however, that the Community Development
Director shall promptly authorize partial releases, in increments of no less than
25% of the original surety, of the Site Enhancement Guarantee as portions of the
Project pertaining to its appearance, or the installing any public improvements on
or adjacent to the Project are substantially performed.
The City shall be a named party to the Escrow Agreement with the express right and authority to
enforce the same from time to time.
5.2 Performance Guarantees.
5.2.1 Public Improvements.
(a) Public Improvements Itemized.
(i) Landscape Improvements for landscaping to be placed on Lot 1
and Lot 2 are itemized on Exhibit DC attached hereto and incorporated herein by this reference.
(ii) Public Infrastructure Improvements for Lots 1 and 2 are itemized
on Exhibit ED attached hereto and incorporated herein by this reference.
(iii) Storm Water and Drainage Improvements associated with Lot 1
and Lot 2 are itemized on Exhibit FE attached hereto and incorporated herein by this reference.
(b) Security for Improvements. Prior to the issuance of a Building Permit for
the Project, Norway Island shall provide a performance guarantee (the “Guarantee”) in an
amount (the “Guarantee Amount”) equal to one hundred fifty percent (150%) of the estimated
costs of the Public Improvements (“Improvements”) itemized on Exhibits D, E and FC, D & E
attached hereto. The Guarantee may be in the form of a cash escrow held by a third-party escrow
agent (an “Escrow Agent”), an irrevocable sight draft or letter of commitment from a financially
responsible lender, or any financial security acceptable to the City Attorney. It is further agreed
that Guarantee Amount described above shall constitute the total of all security required for all
the Improvements which Norway Island is required to perform. For purposes hereof
“Substantially Complete“ or “Substantial Completion” shall mean that the City has inspected the
Improvements and has reasonably determined that they are Substantially Complete in
compliance with applicable specifications and has issued a Certificate of Substantial Completion
or similarly intended form of approval. Subject to provisions below in section 5.2.1 (c) including,
without limitation, partial release provisions, the Guarantee Amount representing the cost of part
or all of the Improvements (as itemized on Exhibit D, E and FC, D, or E) which are
Substantially Complete shall be immediately released to Norway Island. If there is any balance
remaining in the Guarantee Amount after all partial releases and all Improvements are
Substantially Complete, all such remaining amounts shall be immediately released to Norway
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Island upon delivery of written notice to any applicable Escrow Agent by Norway Island
directing such delivery.
(c) Escrow Release Provisions.
Upon delivery by Norway Island of written notice that the Improvements or any part or
parts thereof are complete and ready for inspection (“Request for Inspection“) along with a
showing of the value of the Improvements or part(s) thereof completed, the City will, within 14
days, inspect the Improvements identified in the Request for Inspection, to determine whether or
not such Improvements are Substantially Complete. If the City finds that the Improvements
identified in the Request for Inspection are Substantially Complete, the City shall, within 7 days,
deliver a written Certificate of Substantial Completion to Norway Island and any applicable
Escrow Agent. Upon receipt of a Certificate of Substantial Completion for Improvements
identified in the Request for Inspection, the City or any applicable Escrow Agent shall
immediately release to Norway Island the total itemized amount (per Exhibit D, E or FC, D, or
E) corresponding to all Improvements which the City has certified as Substantially Complete.
Pursuant to Section 26.445.070(C)(4) of the Land Use Code, ten percent (10%) of the value of
the Improvement(s) set forth in the City’s Certification of Substantial Completion shall be
retained by the City or any applicable Escrow Agent. If no Certificate of Substantial Completion
is delivered within the said seven (7) day period, all Improvements identified in the Request for
Inspection shall automatically be deemed Substantially Complete without requirement of any
further action. Norway Island need only provide written notice to any applicable Escrow Agent,
with a copy to the City that no Certificate of Substantial Completion was delivered. Such notice
to any applicable Escrow Agent shall be deemed the equivalent of a Certificate of Substantial
Completion from the City and upon receipt of such notice, the City or any applicable Escrow
Agent is authorized to promptly release to Norway Island the total itemized amount (per Exhibit
D, E or FC, D, or E) corresponding to all Improvements which the City has certified as
Substantially Complete minus the 10% withholding as per Section 26.445.070(C)(4) of the Land
Use Code.
If the cost to Substantially Complete the Improvements, or part(s) thereof is less than the
corresponding amount itemized in each of Exhibits D, E or FC, D & E attached hereto, and the
City certifies that such Improvements, or part (s) thereof are Substantially Complete, the City or
any applicable Escrow Agent shall immediately release to Norway Island the total itemized
amount (per Exhibit D, E or FC, D, or E) corresponding to all Improvements which the City
has certified as Substantially Complete minus the 10% required to be withheld pursuant to
Section 26.445.070(C)(4) of the Land Use Code.
If the City finds that all or a portion of the Improvements identified in the Request for
Inspection are not Substantially Complete, the City shall furnish a letter of potential deficiencies
to Norway Island and any applicable Escrow Agent within fourteen (14) days of such finding.
Any such letter of potential deficiencies shall specify which Improvements identified in the
Request for Inspection are potentially deficient.
If a letter of potential deficiencies is issued which specifies a portion of the
Improvements identified in the Request for Inspection as potentially deficient, then all
Improvements identified in such Request for Inspection which are not specified as being
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potentially deficient shall automatically be deemed Substantially Complete without requirement
of any further action. Norway Island need only provide written notice to any applicable Escrow
Agent with a copy to the City that the Improvements not specified in the letter of potential
deficiencies are Substantially Complete. Such notice to any applicable Escrow Agent shall be
deemed the equivalent of a Certificate of Substantial Completion from the City and upon receipt
of such notice, the City or any applicable Escrow Agent shall immediately release to Norway
Island the total itemized amount (per Exhibit D, E or FC, D, or E) corresponding to all
Improvements which the City has certified as Substantially Complete minus the 10%
withholding as per Section 26.445.070(C)(4) of the Land Use Code. If no letter of potential
deficiency is furnished within the said fourteen (14) day period, all Improvements identified in
the Request for Inspection shall automatically be deemed Substantially Complete without
requirement of any further action. Norway Island need only provide written notice to any
applicable Escrow Agent, with a copy to the City that no letter of potential deficiency was
provided as required hereunder. Such notice to any applicable Escrow Agent shall be deemed the
equivalent of a Certificate of Substantial Completion from the City and upon receipt of such
notice, the City or any applicable Escrow Agent shall promptly release to Norway Island the total
itemized amount (per Exhibit D, E or F C, D, or E) corresponding to all Improvements which
the City has certified as Substantially Complete minus the 10% withholding as per Section
26.445.070(C)(4) of the Land Use Code.
With respect to any Improvements identified in the Request for Inspection that are
specified as potentially deficient in a letter of potential deficiencies as provided hereunder,
Norway Island shall have a reasonable period of time to cure any such potential deficiencies.
After performing cure measures, Norway Island shall submit to the City a Request for
Inspection, along with a showing of the cost of the Improvements completed. The City will,
within 14 days, inspect the Improvements previously identified as potentially deficient to
determine whether or not such Improvements have been made Substantially Complete. If the
City reasonably finds that the Improvements previously identified as potentially deficient have
been made Substantially Complete, the City shall, within 7 days, deliver a Certificate of
Substantial Completion to Norway Island and any applicable Escrow Agent. In such event, the
City or any applicable Escrow Agent shall release to Norway Island within 5 days, the total
itemized amount (per Exhibit D, E or FC, D, or E) corresponding to all Improvements which
the City has certified as Substantially Complete minus the 10% withholding as per Section
26.445.070(C)(4) of the Land Use Code. If the City fails to respond to Norway Island’s Request
for Inspection regarding cure measures taken as to previously identified potentially deficient
Improvements within such 7-day period, all such Improvements identified in the Request for
Inspection shall automatically be deemed Substantially Complete. Norway Island need only
provide written notice to any applicable Escrow Agent, with a copy to the City that no letter of
potential deficiency was provided as required hereunder. Such notice to any applicable Escrow
Agent shall be deemed the equivalent of a Certificate of Substantial Completion from the City
and upon receipt of such notice, the City or any applicable Escrow Agent shall promptly release
to Norway Island the total itemized amount (per Exhibit D, E or FC, D, or E) corresponding to
all Improvements which the City has certified as Substantially Complete minus the 10%
withholding as per Section 26.445.070(C)(4) of the Land Use Code.
If the City reasonably finds that the Improvements previously identified as potentially
deficient have not been made Substantially Complete then City and Norway Island shall have 14
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days after the date of the City’s finding, to reach written resolution regarding the Improvements
determined by the City to be potentially deficient. If Norway Island and the City are not able to
reach resolution within such 14 day period then the City and Norway Island agree to submit the
dispute to the Board of Appeals and Examiners of the City of Aspen (hereinafter referred to as
”Board“). The Board shall base its decision upon substantial evidence presented. The Board’s
finding would be subject to review pursuant to C.R.C.P. Rule 106(a)(4) in accordance with the
laws of the State of Colorado.
If Norway Island has not applied to the District Court for review of the determination of
the Board within that time set forth pursuant to C.R.C.P. 106(a)(4) and has not obtained a
Certificate of Substantial Completion City regarding the potentially deficient Improvements
within such time or such additional time as may be reasonably needed by Norway Island under
the circumstances, the City may cause the potentially deficient Improvements to be Substantially
Complete and the costs of making the potentially deficient Improvements Substantially
Complete shall be paid from the Guarantee Amount; provided, however, that in so doing, the
City’s expenses shall be commercially reasonable. If the City’s costs are less than the itemized
amounts for such Improvements (per Exhibit D, E or FC, D or E) the difference remaining shall
be promptly paid to Norway Island.
If the Board finds that the City’s determination was correct, then Norway Island, in
addition to appeal rights, shall have the right to take such corrective action as may be reasonably
necessary to correct the Improvements found by the Board to be potentially deficient. Upon
completion of such corrective action, Norway Island will submit to the City a Request for
Inspection. If the City determines that Improvements found by the Board to be potentially
deficient have been made Substantially Complete then the City shall, within 7 days, deliver a
Certificate of Substantial Completion to Norway Island and any applicable Escrow Agent. In
such event, the City or any applicable Escrow Agent shall release to Norway Island within five
(5) days, the total itemized amount (per Exhibit D, E or FC, D, or E) corresponding to all
Improvements which the City has certified as Substantially Complete minus the 10%
withholding as per Section 26.445.070(C)(4) of the Land Use Code. If the City determines that
Improvements found by the Board to be potentially deficient remain potentially deficient then
the City may cause such potentially deficient Improvements to be Substantially Complete and
the costs of making such potentially deficient Improvements Substantially Complete shall be
paid from the Guarantee Amount; provided, however, that in so doing, the City’s expenses shall
be commercially reasonable. If the City’s costs are less than the itemized amounts for such
Improvements (per Exhibit D, E or FC, D or E) the difference remaining shall be promptly paid
to Norway Island.
In the event the Board finds in favor of Norway Island, then the Improvements in issue
shall automatically be deemed Substantially Complete without requirement of any further action.
Norway Island need only provide written notice to any applicable Escrow Agent, with a copy to
the City that the Board found in favor of Norway Island. Such notice to any applicable Escrow
Agent shall be deemed the equivalent of a Certificate of Substantial Completion from the Board.
Upon receipt of such notice, the City or any applicable Escrow Agent shall immediately release
to Norway Island the total itemized amount (per Exhibit D, E or FC, D, or E) corresponding to
all Improvements which the City has certified as Substantially Complete minus the 10%
withholding as per Section 26.445.070(C)(4) of the Land Use Code.
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Notwithstanding anything to the contrary contained herein, after any and all partial
releases, and once all Improvements are Substantially Complete, the 10% withheld pursuant to
Section 26.445.070(C)(4) of the Land Use Code shall be immediately released by the City or any
applicable Escrow Agent to Norway Island.
If there are delays in performance hereunder due to abnormal adverse weather conditions,
acts of God, casualties or any causes beyond the control of Norway Island or the City, or by
other causes which reasonably would justify delay, then the affected time period or deadline
shall be extended for a reasonable period of time, as may be agreed upon by the parties. No
agreement to extend may be unreasonably withheld or delayed.
It is the express understanding of the parties that compliance with the procedure set forth
in Article VI below pertaining to the procedure for default and amendment of this Agreement
shall be required with respect to the enforcement and implementation of the financial assurances
and guarantees to be provided by Norway Island as set forth above; provided, however that all
procedures and requirements of this Article V shall be exhausted by the City before any action
under Article VI below is taken by the City with regard to matters pertaining to this Article V.
ARTICLE VI.
NON-COMPLIANCE AND REQUEST FOR AMENDMENTS OR EXTENSIONS
In the event that the City determines that Norway Island is not acting in substantial
compliance with the terms of this Agreement, the City shall notify Norway Island in writing
specifying the alleged non-compliance and asking that Norway Island remedy the alleged non-
compliance within such reasonable time as the City may determine, but not less than 30 days. If
the City determines that Norway Island has not complied within such time, the City may issue
and serve upon Norway Island a written order specifying the alleged non-compliance and
requiring Norway Island to remedy the same within thirty (30) days. Within twenty (20) days of
the receipt of such order, Norway Island may file with the City Council either a notice advising
the City that it is in compliance or a written request to determine any one or both of the
following matters:
(a) Whether the alleged non-compliance exists or did exist, or
(b) Whether a variance, extension of time or amendment to this Agreement
should be granted with respect to any such non-compliance which is determined to exist.
Upon the receipt of such request, the City shall promptly schedule a meeting of the
parties to consider the matters set forth in the order of non-compliance. The meeting of the
parties shall be convened and conducted pursuant to the procedures normally established by the
City. If the City determines that a non-compliance exists which has not been remedied, it may
issue such orders as may be appropriate, including the imposition of daily fines until such non-
compliance has been remedied, the withholding of permits and/or certificate of occupancy, as
applicable; provided, however, no order shall terminate any land use approval. The City may
also grant such variances, extensions of time or amendments to this Agreement as it may deem
appropriate under the circumstances.
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In addition to the foregoing, Norway Island may, on its own initiative, petition the City
for a variance, an amendment to this Agreement or an extension of one or more of the time
periods required for performance hereunder. The City may grant such variances, amendments to
this Agreement, or extensions of time as it may deem appropriate under the circumstances. The
parties expressly acknowledge and agree that the City shall not unreasonably refuse to extend the
time periods for performance hereunder if Norway Island demonstrates that the reasons for the
delay(s) which necessitate said extension(s) result from acts of God or other events beyond the
reasonable control of Norway Island, despite good faith efforts on its part to perform in a timely
manner.
ARTICLE VII.
PRIOR INSTRUMENTS AND APPROVALS
7.1 Prior Instruments and Approvals.
(a) Ordinance 39.
(b) Street and Easement Vacation Plat.
(c) Planning and Zoning Commission Resolution No. ____
(d) City of Aspen Community Development Order No. _____
(e) [Any others?]
(f)(e) Any and all agreements, approvals, ordinances, resolutions, and similar
instruments not specifically listed above (recorded or unrecorded) which could be construed to
adversely affect, negate, or otherwise diminish the Approved Plan Set, Final Plat, this
Agreement, any amendments to any of the foregoing, and any and all agreements or instruments
made or given in connection with the Approved Plan Set, Final Plat, and this Agreement.
ARTICLE VIII.
GENERAL PROVISIONS
8.1 The provisions hereof shall be binding upon and inure to the benefit of Norway
Island and City and their respective successors and assigns.
8.2 This Agreement shall be subject to and construed in accordance with the laws of
the State of Colorado.
8.3 If any of the provisions of this Agreement or any paragraph, sentence, clause,
phrase, word, or section or the application thereof in any circumstance is invalidated, such
invalidity shall not affect the validity of the remainder of this Agreement, and the application of
any such provision, paragraph, sentence, clause, phrase, word, or section in any other
circumstance shall not be affected thereby.
8.4 This Agreement and the exhibits attached hereto contain the entire understanding
between the parties hereto with respect to the transactions contemplated hereunder. Norway
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Island, its successors or assigns, may, on its own initiative, petition the City Council for an
amendment to this Agreement or for an extension of one or more of the time periods required for
performance hereunder. The City Council shall not unreasonably deny such petition for
amendment or extension after considering all appropriate circumstances. Any such amendments
or extensions of time shall only become effective upon the execution by all parties hereto that are
affected by the proposed amendment.
8.5 Numerical and title headings contained in this Agreement are for convenience
only, and shall not be deemed determinative of the substance contained herein. As used herein,
where the context requires, the use of the singular shall include the plural and the use of any
gender shall include all genders.
8.6 Upon execution of this Agreement by all parties hereto, City agrees to approve
and execute the Final Plat and to approve the Approved Plan Set and to accept the same for
recordation in the Office of the Clerk and Recorder of Pitkin County, Colorado, upon payment of
the recordation fees by Norway Island.
8.7 Notices to be given to the parties to this Agreement shall be considered to be
given if hand delivered or if deposited in the United States Mail to the parties by certified mail,
return receipt requested, at the addresses indicated below, or such other addresses as may be
substituted upon written notice by the parties or their successors or assigns
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CITY: City of Aspen
City Manager
130 South Galena Street
Aspen, CO 81611
(Email: ____________________)
NORWAY ISLAND: Norway Island, LLC
c/o James DeFrancia and Jean Coulter
P.O. Box 12393
Aspen, CO 91612
(Email:jdefrancia@lowe-re.com;
jeanncoulter@gmail.com)
With copies to:
____________________________________
____________________________________
8.8 This Agreement may be executed in counterparts, in which case all such
counterparts together shall constitute one and the same instrument which is binding on all of the
parties thereto, notwithstanding that all of the parties are not signatory to the original or the same
counterpart. Facsimile and email signatures shall be treated as original signatures hereon.
8.9 The terms, conditions, provisions and obligations herein contained shall be
deemed covenants that run with and burden the Property and any and all owners thereof or
interests therein, their respective successors, grantees or assigns, and further shall inure to the
benefit of and be specifically enforceable by or against the parties hereto, their respective
successors, grantees or assigns.
Page 25 of 28
IN WITNESS WHEREOF, the parties have hereunto set their hands and seals as of the
day and year first above written.
CITY: THE CITY OF ASPEN, COLORADO, a
Colorado home rule municipal corporation
By: _____________________________
____________________, Mayor
Attest:
________________________________
City Clerk
APPROVED AS TO FORM:
____________________________
James True, City Attorney
STATE COLORADO
COUNTY OF PITKIN
)
) ss.
)
The foregoing instrument was acknowledged before me this _____ day of
________, 2020__, by ___________________ as Mayor and _____________________ as
City Clerk of the City of Aspen, Colorado, a Colorado home rule municipal corporation.
Witness my hand and official seal.
My commission expires: _________________________________
Notary Public
Page 26 of 28
NORWAY ISLAND: NORWAY ISLAND, LLC
a Delaware limited liability company
By: Destination Lift One, LLC, a Delaware
limited liability company, its Administrative
Managing Member,
By: LDD Lift One Investor, LLC, a
Delaware limited liability company, its
Managing Member
By: _________________________________
Name/Title
STATE OF COLORADO
COUNTY OF ____________
)
) ss.
)
The foregoing instrument was acknowledged before me this _____ day of
________, 2020, by _______________________ as ___________________ of LDD Lift One
Investor, LLC, a Delaware limited liability company, as Managing Member of
Destination Lift One, LLC, a Delaware limited liability company, as Administrative
Managing Member of Norway Island, LLC, a Delaware limited liability company.
Witness my hand and official seal.
My commission expires:
_________________________________
Notary Public
Page 27 of 28
EXHIBIT B
South Aspen Street Winter Maintenance:
The City of Aspen has considered the potential traffic impacts to South Aspen Street from the
approved Gorsuch Haus Development and Lift One Lodge Development (Applicants), including
the ability for South Aspen Street, as it exists, to provide safe, unobstructed access. Due to its
steep grade, narrow width, and north facing aspect, requiring South Aspen Street to be improved
with a snowmelt system has been considered in relation to the subject applications. At the time
of this approval, the City of Aspen defers requiring the Applicant to install a snowmelt system.
The purpose of this deferment is to engage in a process to evaluate the efficacy of requiring the
Applicants to install a South Aspen Street snowmelt system. At the conclusion of this process,
the City of Aspen may require installation. The following timeframes, service/maintenance
adjustments, and triggers shall be used to evaluate the potential installation of a snowmelt
system:
Year 1 - from date of Final approval:
A. The Applicants shall complete a traffic study that provides a baseline evaluation of
existing traffic volumes associated with the existing land uses located along South Aspen
Street. The traffic study shall also include an evaluation of future traffic impacts as a
result of the Gorsuch Haus development, the Lift One Lodge Development, and new
location of Lift 1A near Dean Street. This evaluation of future traffic impacts shall
consider the width, grade, and winter conditions of South Aspen Street and consider
types personal and commercial vehicles that will access the future lodges. Once
complete, this study shall be submitted to the Community Development Director for
evaluation.
B. The City of Aspen shall evaluate the general impacts and potential effectiveness of
alternative product applications that could provide increased traction on South Aspen
Street such as salt-based de-icers, use of Magnesium Chloride or other similar product,
increase application of sand or other similar material, or some combination of these
alternatives. The City of Aspen shall also evaluate the potential of resurfacing South
Aspen Street with a combination of traction base material, permanent bonding, and
grooved pavement, as well as restrictions on vehicle types and vehicle tires. These
evaluations shall include referral comments from the Environmental Health Department
for environmental impact consideration and the Engineering Department. Once
complete, the evaluation shall be released to the Applicants.
Year 2 – from date of Final approval:
C. The City of Aspen shall identify current snowmelt system technologies and evaluate the
financial and environmental costs of installation, maintenance, and operation of such a
system. The City of Aspen shall also explore renewable energy alternatives associated
with this potential installation. Due to the unknown timeframe for completion of the
Gorsuch Haus and Lift One Lodge developments and the potential for future
Formatted: Centered
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Page 28 of 28
improvement in snowmelt technologies, the City of Aspen may choose to further evaluate
snowmelt technologies past this established timeframe.
Within 1 year of the completion of the Gorsuch Haus and the Lift One Lodge:
D. Post development of the Gorsuch Haus and the Lift One Lodge, actual traffic impact to
South Aspen Street shall be evaluated by the Applicants. This evaluation shall include a
traffic study that details average and peak traffic volume counts and details the use of
South Aspen Street in relation to the types of personal and commercial vehicles that are
used in both summer and winter conditions. Once complete, this study shall be submitted
to the Community Development Director for evaluation. This traffic study shall be
considered in tandem with the baseline traffic study that was required in subsection A
above.
E. The City of Aspen shall prioritize South Aspen Street winter maintenance and engage in
alternative snow plowing, snow storage, and snow removal techniques that are
proportional with the full commercial operation of the Gorsuch Haus and Lift One Lodge
developments. These techniques shall be documented and logged. The City of Aspen, the
Gorsuch Haus, and the Lift One Lodge shall evaluate these techniques for their
effectiveness to provide safe access to the lodge developments.
F. Should increased winter service maintenance to South Aspen Street not provide
reasonably safe access to the lodge developments, the City Council, at its discretion, shall
consider, and potentially implement, the use of alternative product applications and/or an
alternative traction surface to South Aspen Street using the evaluation outlined in
subsection B above.
G. If it is found that a snowmelt system is the only mechanism to adequately and reasonably
respond to winter street conditions and associated traffic impacts from the lodge
developments, the City Council at a public meeting, using the information outlined above
and at their discretion, shall have the ability to require the Gorsuch Haus and the Lift One
Lodge, or assigns, to install a snowmelt system within South Aspen Street. The
following triggers shall also be used to evaluate this requirement:
o Unsafe conditions on South Aspen Street that do not allow the safe access of
vehicles to the approved lodge developments.
o Excessive City of Aspen cost overruns and environmental impacts due to the
increased service maintenance measures to South Aspen Street.
H. Should the City of Aspen require the installation of a snowmelt system on South Aspen
Street, the Lift One Lodge and Gorsuch Haus hereby agree to each contribute one-third
(1/3) of the cost for such installation. As Aspen Street is a public street, any
contemplated snow melt system is exempt from applicable REMP (Renewable Energy
Mitigation Program) fees.
14261104_v5
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Formatted: Bulleted + Level: 2 + Aligned at: 0.75" +Indent at: 1", Tab stops: Not at 1"
LANDSCAPE 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
N
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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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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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'
S 64°
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90' WIDE SKI EASEMENT
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BK.259 PG.83
CENTERLINE 15' WIDE DRAINAGE
EASEMENT GRANTED TO
MOUNTAIN QUEEN CONDOS
BK.291 PG.649
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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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45.0'
AREA OF REVOKABLE
ENCROACHMENT
LICENSE GRANTED TO
SHADOW MOUNTAIN
VILLAGE APARTMENTS
REC. #543674
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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
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AREA OF DENSEVEGETATION
AREA OF DENSEVEGETATION
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EDGE OF VEGETATION
SNOWMAKING HYDRANT &FAN GUN ELECTRIC PEDESTAL
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ELECTRIC METERCABINET
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(PLACED FROM CITY
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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*
SO
U
T
H
A
S
P
E
N
S
T
R
E
E
T
SHADOW MOUNTAIN CONDOMINIUMS
MOUNTAIN QUEEN CONDOMINIUMS
M
O
U
N
T
A
I
N
O
P
E
R
A
T
I
O
N
S
R
O
A
D
CARIBOU CONDOMINIUMS
GORSUCH HAUS
NORWAY RUN
AN
S
I
S
E
T
B
A
C
K
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
1
2
3
4
5
6
7
8
9
9
1
6
4
5
2
3
8
7
S
W
I
T
C
H
G
E
A
R
LIFT 1 LODGE
*2019 PROPOSED
FOOTPRINT
0
ORIGINAL SCALE:
10 20 40
1"= 20'
KEY PLAN
NOT TO SCALE
NORTH
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
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
EXISTING AND
PROPOSED
DEVELOPMENT
OVERLAY
P004.1OVERALL SITE PLAN SCALE: 1”-30’
S
W
I
T
C
H
G
E
A
R
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
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
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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GAS
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sa
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sa svc
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SA
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SA
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SA
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SA
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DS
DS
DS
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8''
SA
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16'' WL
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16'' WL
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16'' WL
16'' WL
16'' WL
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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
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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
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16'' WL
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16'' WL
16'' WL
16'' WL
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16'' WL
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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
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sa
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sa svc
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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
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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''
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
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SA
8''
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8''
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8''
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8''
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8''
SA
8''
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8''
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SA
8''
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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''
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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
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
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UE
L
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UELUELUELUELUEL
UEL
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XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT XUT XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUTXUT
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
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3
A
B
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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
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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
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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
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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
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
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SA
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SA
8''
SA
8''
SA
8''
SA
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SA
8''
SA
8''
SA
8''
SA
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SA
8''
SA
8''
SA
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SA
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SA
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SA
8''
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SA
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8''
SA
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SA
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8''
SA
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SA
8''
SA
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8''
SA
8''
SA
8''
SA
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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''
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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8''
SA
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8''
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8''SA
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8''SA
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8''SA
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8''SA
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8''SA
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8''
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8''SA
8''SA
8''
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8''
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8''SA
8''SA
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UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
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UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
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UEL
UEL
UEL
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UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL
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UEL
UEL
UEL
UEL
UELUELUELUELUEL
UEL
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UEL
UEL
UEL
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XUT
XUT
XUT
XUT
XU
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XUT
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XUT XUT XUT
XUT
XUT
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
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P
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.
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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
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PROPERTY BOUNDARY
SETBACK
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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
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H
H
A
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NO
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A
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I
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A
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,
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AS
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,
C
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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
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
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C
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A
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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
.
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
GAS
GAS
GAS
GAS
GAS
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GAS
DS DS
DS
DS DS
DSDS
DS
DS
DS
SETBACK
PR
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B
A
C
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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
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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
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
SETBACK
PR
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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
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L
8
L
I
M
I
T
O
F
P
R
O
J
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C
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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
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A
D
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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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3
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S
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P
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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
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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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p
1
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,
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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
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
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W
A
Y
I
S
L
A
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L
L
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AS
P
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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
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
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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
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191715131175
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91
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21
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E
D
F
H
I
J
10895 SF
LODGE
NON-UNIT SPACE = 990 SF
B
14121084
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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
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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
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AE
AK.5
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BD
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3
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191715131175
VOID
91
BT
BR
BE
BJ.2
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BD
RESIDENTIAL = 5441 SF
RESIDENTIAL= 3192
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
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191715131175
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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
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NOT FOR CONSTRUCTION
OWNER
G034
HEIGHT PLAN - PROPOSED GRADE
21222.00
Designer
Author
Checker
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AS
P
E
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,
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
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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
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,
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
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AC
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AG
AH
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BN
BD
AJ
3
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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
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>
>
>
>
>
>
>
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
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E
A
R
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F
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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
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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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A
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XG
A
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XG
A
S
XG
A
S
XG
A
S
XG
A
S
XG
A
S
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XE
L
XE
L
XE
L
XE
L
XE
L
XE
L
XE
L
XE
L
XE
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
XE
L
XE
L
XE
L
XE
L
X
E
L
X
E
L
X
E
L
XE
L
XE
L
XE
L
XE
L
XE
L
XE
L
X
E
L
X
E
L
X
E
L
X
E
L
XE
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
S
XG
A
S
XG
A
S
XG
A
S
XG
A
S
XG
A
S
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
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DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
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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'
13
2
2
.
9
3
'
13
2
2
.
9
3
'
1332.68'1332.68'
BLOCK
3
EAMES
ADDITI
O
N
JUAN S
T
R
E
E
T
DEAN S
T
R
E
E
T
LI
T
T
L
E
M
A
C
K
M
S
3
9
5
6
MO
L
L
I
E
G
M
S
7
5
7
7
LIT
T
L
E
C
H
I
E
F
M
S
5
8
5
0
CO
N
N
E
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P
L
A
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2
5
3
5
JOTE
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3
9
1
4
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1
7
2
1
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.
A
S
P
E
N
S
T
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E
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SOUT
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C
I
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F
A
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P
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N
PITKIN
C
O
U
N
T
Y
MO
N
A
R
C
H
S
T
R
E
E
T
HILL ST
R
E
E
T
SUMM
I
T
S
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T
(B
A
S
I
S
O
F
BE
A
R
I
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G
)
N1
4
°
5
0
'
4
9
"
E
N1
4
°
5
0
'
4
9
"
E
3
1
7
.
9
4
'
13
0
8
.
7
9
'
1336.34'
GOVERNMENT LOT 31
(WITHIN CITY OF ASPEN)
GOVERNMENT LOT 1
SH
A
D
O
W
M
T
N
CO
N
D
O
M
I
N
I
U
M
S
SOUTH ASPEN
STREET PUD
LIFT ONE
LODGE PUD
GOVERNMENT LOT 31
(WITHIN PITKIN COUNTY)
13
0
8
.
7
9
'
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
4
1
.
0
5
'1313
2
2
.
9
3
'
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
4
1
.
0
5
'
DRA
F
T
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
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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
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P
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S
T
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T
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O
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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
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T
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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
"
E
RE
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BY
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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
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W
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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