HomeMy WebLinkAboutGorsuch Haus Applicant Team P&Z Presentation 201117 COAASPEN, COLORADO
PLANNING AND ZONING HEARING
NOVEMBER 17TH, 2020
GORSUCH
HAUS
SUBMITTED BY
NORWAY ISLAND, LLC
c/o Lowe Enterprises, Suite 240.,
420 East Main Street
Aspen, CO S16ll
970.544.6900 1
def ra nc i a @ I owe-re.co m
PO Box 12393
Aspen,Co 81612
Ki]0[.y�►111►C�1WmIll 11180751►1q 3
ASPEN SKIING COMPANY
Dave Corbin, Vice President
P.O. Box 1248
Aspen., CO 81611
970.923.1220 1 tinrw.aspensnowmass.com
PREPARED BY
DESIGNWORKSHOP
120 East Main Street
Aspen, CO 81611
So
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t
h
A
s
p
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n
S
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Gorsuch
Haus
Lift One
Lodge
Lift
One
Lodge
• Modifications to Project
Review
• Detailed Design Topics
for Detialed Review
• Commercial Design
Review
Detailed Review.
Modifications to Project Review.
Lift One Corridor.
S.
A
s
p
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S
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Mo
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c
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S
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Dean Str
e
e
t
Juan Str
e
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t
Lift One Lodge
Dean
Street
Skier
Return
Gorsuch
Haus
Skiway and
Lift
Infrastructure.
Figure 1: Project Site Plan
30
28
26
27
29
12
11
8
10
36 37
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 970-920-1387
NORTH 0
ORIGINAL SCALE:
10 20 40
1"=20'-00"
16'
100'
MIN 60'
*per SE
Group
SHADOWMOUNTAIN
CONDOMINIUMS
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
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W
SO
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P
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N
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T
GORSUCH
H
A
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FOOTPRI
N
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"
Dimensional and Architectural
Modifications.
Gorsuch Haus.
So
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S
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Gorsuch
Haus
Lift One
Lodge
Lift
One
Lodge
• 81 lodge units
• 4 multi-family residences
• 1 on-site Affordable housing
unit
• Commercial use including
7438 sf of restaurant space
So
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S
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Gorsuch
Haus
Lift One
Lodge
Lift
One
Lodge
Site and
Infrastructure
Modifications
Cul de Sac
Design and
Fucntion.
So
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Gorsuch
Haus
Shadow
Mountain
Townhom
e
s
Lift One
L
o
d
g
e
Detailed Design
Topics for Review.
Architectural Character.
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
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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
ACOUSTICALENGINEER
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
Project Materials.
Commercial Design Review.
Pedestrian Experience.
Mountain Arrival Experience.
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
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F
SH
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F
SH
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F
SHELF
UNIVERSAL MOP 20-8
H FISHER2445
D
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D
DC
DBL RACK
CH
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M
D H
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C
H
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14
5T72
14
5T72
R200 1
KITCHEN
R2002
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
1D301 1D302 1D303 LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3R2513
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1R251
A103N
1
RESTAURANT
MA
T
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H
L
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E
PROPERTY LINE
LIBRARY
1D304
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 CONSTRUCTIONOWNER
R103
REFERENCE PLAN - LEVEL 03
21222.00
Designer
Author
Checker
Approver
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NORWAY ISLAND, LLCASPEN, CO 81611STUDIO NYL2995 BASELINE RD., SUITE 314BOULDER, COSTRUCTURALENGINEERBG BUILDINGWORKS1626 COLE BLVD. SUITE 300LAKEWOOD, CO 80401MEPENGINEERINTEGRAL GROUP3000 LAWRENCE STREETDENVER, CO 80216SUSTAINABILITYGEILER & ASSOCIATES12355 E. CORNELL AVENUEAURORA, CO 80014ACOUSTICALENGINEER186 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
Level 3
Modifications.
Project to Detailed Review.
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 CONSTRUCTIONOWNER
D202
WEST ELEVATION OVERLAY
21222.00
Designer
Author
Checker
Approver
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NORWAY ISLAND, LLCASPEN, CO 81611STUDIO NYL2995 BASELINE RD., SUITE 314BOULDER, COSTRUCTURALENGINEERBG BUILDINGWORKS1626 COLE BLVD. SUITE 300LAKEWOOD, CO 80401MEPENGINEERINTEGRAL GROUP3000 LAWRENCE STREETDENVER, CO 80216SUSTAINABILITYGEILER & ASSOCIATES12355 E. CORNELL AVENUEAURORA, CO 80014ACOUSTICALENGINEER186 LIGHTING DESIGN GROUP1200 BANNOCK STREETDENVER, CO 80204LIGHTING
Detailed Review
Application_Revised
14 SEP 2020
SCALE: 1/16" = 1'-0"1 WEST ELEVATION
S
W
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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
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C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
W W W . D E S I G N W O R K S H O P . C O M
DESIGNWORKSHOP
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
P004.1
OVERALL SITE PLAN S CALE: 1”-30’
S
W
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A
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DS
DS
DS
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DS
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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
80
5
6
8
0
5
8
80
6
2
8
0
6
4
8
0
6
6
8
0
6
8
8
0
7
2
8010
80
1
0
8020
80
2
0
80
3
0
80
3
0
804
0
80408040
8
0
4
0
805
0
80
5
0
806
0
8
0
6
0
80
7
0
80
7
0
LEVEL 3 PATIO8020.5'AREA DRAINS WITHINPATIO 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: 32.50
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
TC
:
1
0
.
6
8
TC
:
1
1
.
0
0
TC
:
1
5
.
2
5
TC: 15.75
FG
:
1
5
.
4
7
TW: 32.50
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
FG
:
0
8
.
0
0
F
G
:
6
5
.
0
0
FG: 20.16
FG: 20.40
FG: 29.00
TW: 32.50
FG: 30.50
33.7%
32
.
2
%
28.
9
%
26.4%
26.5%
T
W
:
3
2
.
5
0
TW: 32.50
LEVEL 3 ENTRANCE =
8020.5'
(AREA DRAIN ABOVE
STRUCTURE T.B.D.)
TW: 22.50
TW: 24.00T
W
:
2
2
.
5
0
FG
:
3
0
.
3
8
6" STEP @ LEVEL 3
STEPS ALONG EDGE OF PATIO TOACCOMMODATE SUMMER GRADES
FG: 29.50
30" MAX. WALL
TC: 99.33
TC: 99.33
TC
@
H
P
:
9
9
.
5
0
TC
@
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
FL
:
3
3
.
3
1
FL: 39.56
FL: 41.73
FL
:
4
5
.
9
6
FL: 49.70
FL
:
6
0
.
1
9
FL: 67.02
FL: 69.31
FL: 69.65
FL: 69.70
FL
:
6
9
.
4
8
FL
:
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
TC
:
0
9
.
2
4
TC: 09.50
TC:
1
7
.
5
0
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
T
W
:
2
4
.
5
0
TW: 24.50
TW: 26.50
TW: 34.80
TW: 36.50
1.5%1.1%
T
W
:
1
5
.
5
0
TW: 21.00 TW: 21.00
T
W
:
2
7
.
0
0
TW: 27.00
TC: 2
3
.
5
0
TC:
3
5
.
5
0
TW
:
3
9
.
0
0
TW:
3
6
.
5
0
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
TW: 36.50T
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: 38.95
RIM: 38.95
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: 35.50
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
4
.
0
0
FG: 34.50TW: 36.50 TW: 40.00
T
W
:
4
0
.
0
0
T
W
:
4
7
.
5
0
T
W
:
4
7
.
5
0
TW
:
4
9
.
5
0
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: 40.00
TW: 40.00
T
W
:
4
2
.
5
0
TW:
4
2
.
5
0
TW: 42.50
T
W
:
4
2
.
5
0
FG: 4
2
.
0
0
T
W
:
4
7
.
5
0
TW: 47.50
T
W
:
4
9
.
0
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
:
3
5
.
5
0
TC:
3
9
.
0
0
TC
:
3
9
.
0
0
TC: 39.00
TC
:
4
6
.
5
0
TC
:
4
6
.
5
0
TC
:
4
8
.
0
0
TC
:
5
2
.
0
0
TC: 52.00
TC:
5
2
.
0
0
TC: 31.00
TC: 09.24
TC: 41.50
TC
:
5
2
.
0
0
TC
:
5
2
.
0
0
TC
:
5
2
.
0
0
TC:
6
2
.
0
0
TC: 62.00
TC: 73.00
TC: 73.00
FG: 71.00
FG
:
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: 51.95RIM: 51.95RIM: 51.95RIM: 41.45RIM: 41.45
RIM: 30.91
RIM: 30.91
PROPOSED ROOF
LINE (TYP.)
PROPOSED BUILDING
FOOTPRINT AT GRADE (TYP.)
LOT 2
LOT 1
LOT 1S. ASPEN ST. ROW
S. ASPEN ST. ROWSHADOW MOUNTAIN
SUBDIVISION
LOT 1
LOT 2
LEVEL 1 FFE: 7999.1
LEVEL 2 FFE: 8009.5
LEVEL 3 FFE: 8020.5LEVEL 4 FFE: 8031.0LEVEL 5 FFE: 8041.5LEVEL 6 FFE: 8052.0LEVEL 7 FFE: 8062.5
LEVEL 8 FFE: 8073.0
PROPOSED BELOW GRADE
STRUCTURE (TYP.)
SETBACK (TYP.)
PROPERTY
LINE (TYP.)
FFE:8009.30'FFE:8009.40'
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 PATIO8031.0'AREA DRAINS WITHINPATIO T.B.D.
LEVEL 4PATIO
LEVEL 5PATIO
LEVEL 5PATIO
LEVEL 6PATIO
LEVEL 6PATIO
LEVEL 6PATIO
LEVEL 7PATIO LEVEL 7PATIO
LEVEL 8PATIO
LEVEL 8PATIO
LEVEL 7PATIOLEVEL 7PATIO
LEVEL 6
PATIOLEVEL 6PATIOLEVEL 6PATIO
PLANTER
PLANTER
PLANTER
LANDSCAPE
LANDSCAPE
LEVEL 4PATIO
LEVEL 4PATIO
LEVEL 4PATIO
LEVEL 5PATIO
PLANTER
PROPOSED ROOF
LINE (TYP.)
PROPOSED BUILDINGFOOTPRINT AT GRADE
(TYP.)
SETBACK (TYP.)
PROPERTY LINE (TYP.)
WEST SWALE
(RE. TO SHEET C.2.06)
FG: 34.42
FG: 37.00
FG: 46.28
FG: 47.00
FG: 52.00
FG
:
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
FG
:
7
0
.
6
7
FG:
7
1
.
2
0
STAIRS
S
T
A
I
R
S
HATCH PATTERN REPRESENTS PROPOSED
TIERED SOIL NAIL WALLS AT 1:1EQUIVALENT SLOPE; RE. TO C.2.06 FORPROPOSED 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: 40.00
TW: 49.00
FG:
5
1
.
5
0
FG:
5
1
.
5
0
FG: 5
1
.
5
0
RIM: 51.25RIM: 51.25RIM: 51.25
RIM: 51.95
RIM: 47.95
RIM: 46.45
RIM: 41.75
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: 16.65FG: 14.64FG: 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: 32.50TW: 33.50
TW: 33.50
T
W
:
3
6
.
5
0
T
W
:
3
6
.
5
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: 33.19 FG: 36.05
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
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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 UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE
Know what's
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 ASPART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PD DEVELOPMENTPLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
3-2-20203 DETAILED REVIEW
9-21-20204 DETAILED REVIEW-REVISIONS
x
SWITCH
GEAR
RECLOSER
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PLANTER
PLANTER
TW: 92.52
TW: 93.63
TW: 97.50
TW: 98.00
TW: 98.00
TW: 98.00
TW: 99.55
FUTURE TW: TBD
TW: 04.00
TW: 04.00
TC: 93.73
TC: 93.94
TC: 96.01
TC: 95.83
TC: 97.39
TC: 97.50
TC: 00.16
TC: 01.34
TC: 01.01
ME: 93.7'±
ME: 91.4'±
ME: 90.2'±
15
.
2
%
1
6
.
4
%
4
.
9
%
5
.
0
%
3.
0
%
2.
0
%
3.0
%
8.
3
%
8.
3
%
2.0%
2.0%
2.0%
3.5%
3.9%
4.0%
3.5%
3.5%
2.0%
2.0%
1
.
9
%
2
.
0
%
2.
0
%
2.
0
%
1.0%
2.2%
2.2%
2.
8
%
2.
8
%
2.
8
%
2.
8
%
2.
0
%
4.9%
1.4
%
1.2%
2.
0
%
2.
0
%
2.0%
1.8%
1.
9
%
1.
7
%
2
.
0
%
1
.
8
%
2.
0
%
2.0%
2.0%3.0%
3.0%
1
.
8
%
0
.
8
%
1.
0
%
2.5%
0.7%
2.7
%
1.0%
1.1%
0.7%
2.1%
4.9%
2.3
%
1
.
9
%
2.6
%
2.6%
1
.
7
%
2.0%
1.
8
%
2.0
%
10
.
3
%
15
.
6
%
15
.
6
%
16
.
9
%
2.
6
%
3.6%
TC: 99.36 TC: 99.08
HIGH POINTTOP: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: 99.17TC: 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+20.02TOC:8000.25'CENTERLINEHIGH 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
%
BEGINMOUNTABLECURB
TRANSITION FROMMOUNTABLE CURBTO 6" VERTICAL CURB
6" VERTICALCURB
6" VERTICALCURB
PROPOSED SITE WALL
(HATCHED)
PROPOSED TRENCHDRAIN
(ABOVE STRUCTURE)
OVERHEADROOF
SITE WALL
EXISTINGPLANTERWALL
COLUMN
(TYP.)
PROPOSED TRENCHDRAIN ALONG EDGEOF BUILDING
APPROX. LOCATIONOF TOWER #4PROP. FG: 7999.0'±
PROPOSEDTRENCHDRAIN
0.0%
2.0%
TBC: 02.41
FL: 00.89
8
0
0
0
800
0
80
0
0
79
9
8
79
9
8
8
0
0
2
80
0
2
8
0
0
2
800
0
80
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
3EP: 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 WALLANTICIPATEDWITH LIFTONE LODGEPATIO
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 DEBRISFLOW WALL
(BY OTHERS)
16.00'WIDEMNT. 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
TRANSITIONFROMMOUNTABLECATCH CURB TOMOUNTABLESPILL CURB
TRANSITIONFROMMOUNTABLECATCH CURB TOMOUNTABLESPILL 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 DRAINALONG BACK OF CURB
MOUNTABLECATCH CURB
TYPE B BARRIERSPILL CURB
COA TYPE ABARRIER CURB
(CATCH CURB)
TYPE B 6" MOUNTABLESPILL CURB
COA TYPE A 6"MOUNTABLE CURB
(CATCH CURB)
FLUSHBARRIER CURB
2.0%
2.0%
PROPOSED SKIWAY
ELECTRIC SPLICE VAULT
PROPOSED4.00VALLEY PAN
PROPOSED4.00VALLEY PAN
CURB WALL
PROPOSEDFLAGPOLES
(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. INLETRIM: 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 OUTSIDEROW SHALL REMAINTW: 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 EXISTINGSTA = 0+00.00ELEV = 7985.12
GRADE BREAK STA = 2+80.08
ELEV = 7997.62
GRADE BREAK STA = 3+72.55ELEV = 7993.74
GRADE BREAK STA = 1+58.34ELEV = 7999.42
GRADE BREAK STA = 1+86.62ELEV = 7999.14PVI STA: 1+02.00
PVI ELEV: 8000.83K: 2.79LVC: 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
.
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HIGH PT. STA: 1+20.02HIGH PT ELEV: 8000.30
PVI STA: 3+49.26PVI ELEV: 7997.10K: 1.83LVC: 25.00
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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
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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 UTILITIESFOR THE MARKING OF UNDERGROUNDBEFORE YOU DIG, GRADE, OR EXCAVATECALL 2-BUSINESS DAYS IN ADVANCE
Know what's
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 ASPART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PD DEVELOPMENTPLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
NOTES:
1.PROPOSED & EXISTING CONTOURS AT 2-FT INTERVALS2.REFER TO LANDSCAPE PLANS FOR HARDSCAPE PATTERNS3.REFER TO LANDSCAPE PLANS FOR PLANTING INFORMATION4.PROPOSED GRADING ILLUSTRATES SUMMER GRADES5.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