HomeMy WebLinkAboutAppendix B. Detailed Review Plan SetLANDSCAPE ARCHITECT:
DESIGNWORKSHOP
CONTACT: Richard Shaw
120 East Main Street
Aspen, Colorado 81611
Tel: (970) 925-8354
GORSUCH HAUS SUBDIVISION/ DETAIL REVIEW PLAN SET COVER SHEET
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CIVIL ENGINEER:
SOPRIS ENGINEERING
CONTACT: Jesse Swan
Main Street
Carbondale, CO 81623
Tel: (970) 7040311
DW PROJECT NUMBER 4735
South Aspen Street
GORSUCH HAUS
ASPEN, COLORADO
VICINITY MAP
PROJECT DESCRIPTION
LODGE AND LIFT ONE CORRIDOR
Sheet
No.
Sheet Title
P001 Draft Gorsuch Haus Subdivision/Detail
Review Plan Set Cover Sheet
P002 Site Improvement Survey
P003 Proposed Illustrative Site Plan
P004.1 Existing and Proposed Development Overlay
P004.2 Proposed Development Enlargements
P004.3 Proposed Development Enlargements
P005 Existing Landscape Plan
P006 Proposed Landscape Plan
P007 Public Amenities Plan
P008 Illustrative Perspective
P009 Illustrative Perspective World Cup
P010 Illustrative Plan arrival at South Aspen St.
P011 Illustrative Perspective South Apsen St. Approach
R100 Reference Plan - Level P1
R101 Reference Plan - Level 01
R102 Reference Plan - Level 02
R103 Reference Plan - Level 03
R104 Reference Plan - Level 04
R105 Reference Plan - Level 05
R106 Reference Plan - Level 06
R107 Reference Plan - Level 07
R108 Reference Plan - Level 08
R109 Reference Plan - Level 09
R110 Reference Plan - Roof
G031 Proposed Floor Area Calculations
G032 Proposed Floor Area Calculations
G033 Proposed Floor Area Calculations
G034 Height Plan - Proposed Grade
D200 Building Elevations
D201 Building Elevations
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
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.201 Street and Easement Vacation Plat
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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Detail Application
Drawings:
NTS
Appendix B.
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S. ASPEN STREET
75.3' WIDE R.O.W.
SUMMIT
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FOUND #5 REBAR AND
114" PLASTIC CAP
L.S. #25947
CENTERLINE 15' WIDE WATER
PIPELINE EASEMENT GRANTED TO
CITY OF ASPEN BK.412 PG.557
S 69°30'00" E 36.50'
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BK. 41
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90' WIDE SKI EASEMENT
CENTERED OVER
EXISTING LIFT 1A
BK.259 PG.83
CENTERLINE 15' WIDE DRAINAGE
EASEMENT GRANTED TO
MOUNTAIN QUEEN CONDOS
BK.291 PG.649
7.5
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S 32°25'30" E
16.87'
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N 79°34'30"
E 4.50'
NE14 NE14 SECTION 13
SE14 NE14 SECTION 13
PARCEL 4
240,375 sq.ft.±
5.518 acres±
(PORTION OF LOT 31,
SECTION 13
WITHIN CITY LIMITS)
SOUTHERLY BOUNDARY LINE OF SOUTH ASPEN
STREET R.O.W. PER BARBEE SUBDIVISION
RECREATION EASEMENTREC. #597440 (PARA. 2)
SKI CORRIDOR EA
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REC. #597440
45.0'
AREA OF REVOKABLE
ENCROACHMENT
LICENSE GRANTED TO
SHADOW MOUNTAIN
VILLAGE APARTMENTS
REC. #543674
ASPEN
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37.65' WIDE R.O.W.
PARCEL 2
10,917 sq.ft.
0.251 acres±
PARCEL 1
23,897 sq.ft.±
0.549 acres±
PARCEL 3
2,973 sq.ft.±
0.068 acres±
LIFT TOWERS
(TYP)
GRAVEL
ROAD
STORMGRATE
LIFT
LOADAREA
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TRAILER
LIFT 1A TERMINAL BUILDING
TWO-STORYWOOD FRAME CONSTRUCTION
PARKINGAREA
(ASPHALT)
RAILROAD TIERETAINING
WALL (TYP)ST
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GRAVELSURFACE
GATE CONTROLLER
ELECTRONIC GATE
RETAINI
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POOL
POOL
SKI TRAIL
AREA OF DENSE
VEGETATION
AREA OF DENSEVEGETATION
4"X4" POST
50' SETBACKBUILDING RESTRICTION
BK 231 PG 278
37.65'
EDGE OF VEGETATION
SNOWMAKING HYDRANT &FAN GUN ELECTRIC PEDESTAL
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GAS RISER
ELECTRIC SWITCHGEAR
ELECTRIC METER
CABINET
ELECTRIC
TRANSFORMER
ELECTRICTRANSFORMER
(PLACED FROM CITY
OF ASPEN GIS AERIAL)
SNOWMAKING HYDRANT &FAN GUN ELECTRIC PEDESTAL
SNOWMAKING HYDRANT &FAN GUN ELECTRIC PEDESTAL
39 40
41 42
43
44
45
20.0' WIDE EASEMENT FOR FIRE ACCESS
AND DRAINAGE GRANTED TOMOUNTAIN QUEEN CONDOSBK.275 PG.378
AND WATERLINE EASEMENT
GRANTED TO CITY OF ASPENBK.291 PG.649
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 LEGALACTION 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 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 AREASPROPOSED TO BE VACATED
AREA OF REVOKABLE ENCROACHMENT LICENSE
GRANTED TO SHADOW MOUNTAIN VILLAGE
APARTMENTS REC. #543674
SEE DETAIL THIS SHEET FORADDITIONAL VEGETATION
INFORMATION
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
______________________________________
MARK S. BECKLER L.S. #28643
P002
LIFT ONE LODGE FOOTPRINT*
LIFT ONE LODGE FOOTPRINT*
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SHADOW MOUNTAIN CONDOMINIUMS
MOUNTAIN QUEEN CONDOMINIUMS
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CARIBOU CONDOMINIUMS
GORSUCH HAUS
NORWAY RUN
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Lift Corridor & Proposed Lift Towers
Lodge Loading/ Unloading
Schuss Gully Ski Run
Outdoor Restaurant/ Apres Ski Deck
Indoor Restaurant & Bar
Relocated Mountain Access Road
Expanded South Aspen St. Culd-de-Sac
Pedestrian Access Path
New Pedestrian Pathway
Gorsuch Haus Lodge:
• 81 Hotel Lodging Rooms
• 4 Free-Market Multi-Family Units
• 1 Affordable Housing Unit
• Underground Structured Parking: 56 Spaces
*Approximate Location Based on Ordinance 38 Series of 2018
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*2019 PROPOSED
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
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
P004.1
OVERALL SITE PLAN SCALE: 1”-30’
S
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LIFT 1 LODGE
*2019 PROPOSED
FOOTPRINT
1.2
KEY PLAN
NOT TO SCALE
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
4735
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C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
P004.2
SITE KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/ EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
5.1 Planter Type 1
1.2
1.3a Concrete Paving Type 1A
1.4a
Stone Paving Type 1B - Over Structure
Stone Paving Type 1A
1.3b
3.1a Stair Type 1a - Concrete
3.1b Stair Type 1b - Concrete Over Structure
4.1a Wall Type 1a - Stone Veneer
4.1b
5.2 Planter Type 2 - Window Box
5.3 Benches
5.4 Trash Receptacles
5.5 Bike Racks
6.1 Handrail Type 1
6.2 Handrail Type 2
6.4
10.1
6.3
4.2
Wall Type 1b - Stone Veneer Over Structure
5.6 Ski Racks
8.1 Hardscape Area Drain
Fire Feature
Water Feature
Entry Sign
REFER TO PLANTING SERIES.
8.3 Trench Drain
8.4 Slot Drain
10.2
Utility Area Overhead Screening Grate
2.1 Control Joint
2.2 Expansion Joint - Doweled
2.3 Expansion Joint - Non-Doweled
Stone Paving Type 2A - 4x4 Cobble
1.4b
Gravel Paving - Decomposed Granite
1.5a
Concrete Paving Type 1B - Over Structure
Stone Paving Type 2B - Over Structure1.5b
Silva Cells
1.7
2.4 Stone Paving Mortar Joint - Type 1
3.2a Stair Type 2a - Stone Veneer
3.2b Stair Type 2b - Stone Veneer Over Structure
3.3 Stair Type 3 - Stone Veneer - Roof
Wall Type 2 Rusticated Ribbed Concrete Wall
10.3
Utility Area Gates
10.4
Art Installation10.5
Mountain Access Road Ramp
1.1 Gravel Mulch
Flagpoles
10.6
Stone Paving Type 3 - Stone Band Over Structure1.6
Stone Paving Type 4 - Roof
10.7
4.3 Crafted Boulder Wall
8.2 Softscape Area Drain
2.5 Stone Paving Mortar Joint - Type 2
REFER TO LIGHTING DESIGNER DRAWINGS.
Pylon Light10.8
WALL MATERIAL LEGEND:
A STONE VENEER WALL - SEE ARCHITECTURE MATERIALS LEGEND
B CONCRETE WALL - SEE ARCHITECTURE MATERIALS LEGEND
*NOTE: DEPENDING ON WEST STAIR, IT MAY ONLY BE STONE.
PROPOSED
DEVELOPMENT
ENLARGEMENTS
S
W
I
T
C
H
G
E
A
R
DS
DS
DS
DS
DS
DS
LE
V
E
L
2
A
B
O
V
E
LE
V
E
L
3
A
B
O
V
E
BUILDING SUBGRADE
LIFT CENTER LINE
LIFT CABLE GAUGE
EDGE OF CARRIER
LI
M
I
T
O
F
P
R
O
J
E
C
T
S
C
O
P
E
O
F
W
O
R
K
LIFT ONE PARK
RO
O
F
A
B
O
V
E
TOWER 4
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
TYP.
1.4a
1.4b
1.5a
1.5b
TYP.
1.6TYP.
TYP.
TYP.
TYP.
3.1a
4.1b
4.1a
3.2b
4.1a
10.8
10.8
10.16.1
10.2
10.3
10.4
8.2 TYP.
10.8
10.7TYP.
6.1
6.1
1.2
5.3
5.1 TYP.
NORTH
8.4
5.5
TYP.
LEVEL 1
SITE PLAN
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
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
M
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0
1
,
2
0
2
0
-
4
:
4
7
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F:
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C
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_
A
-
L
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4
7
3
5
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1
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\
D
-
C
A
D
\
0
2
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S
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4
7
3
5
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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
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
S
W
I
T
C
H
G
E
A
R
PROPERTY BOUNDARY
SETBACK
LEVEL 2 LIMIT OF PROJECT SCOPE OF WORK
LE
V
E
L
2
B
A
L
C
O
N
Y
LE
V
E
L
3
A
B
O
V
E
LIFT CENTER LINE
LIFT CABLE GAUGE
EDGE OF CARRIER
LIMIT OF WORK
HILL STREET ROW
TOWER 4
LEVEL 2 LIMIT OF PROJECT SCOPE OF WORK
LE
V
E
L
2
B
A
L
C
O
N
Y
1.1
4.1a
1.3a
1.3a
1.4b TYP.TYP.
5.2TYP.
TYP.
6.3 6.3
6.4
TYP.4.1b
5.1
6.4
3.2b
6.1
1.3a
TYP.
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
TYP.
NORTH
LEVEL 2
SITE PLAN
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
M
a
r
0
1
,
2
0
2
0
-
5
:
1
5
p
m
F:
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P
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E
C
T
S
_
A
-
L
\
4
7
3
5
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1
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\
D
-
C
A
D
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0
2
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7
3
5
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S
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P
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a
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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
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
S
W
I
T
C
H
G
E
A
R
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
M
a
r
0
1
,
2
0
2
0
-
5
:
2
2
p
m
F:
\
P
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E
C
T
S
_
A
-
L
\
4
7
3
5
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1
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\
D
-
C
A
D
\
0
2
.
S
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D
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-
4
7
3
5
-
E
X
.
C
-
D
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t
a
i
l
e
d
S
i
t
e
P
l
a
n
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
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
DS DS
DS
DS DS
DSDS
DS
DS
DS
SETBACK
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
SE
T
B
A
C
K
PROPERTY BOUNDARY
SETBACK
LE
V
E
L
5
F
L
O
O
R
P
L
A
T
E
LIFT CENTER LINE
LIFT CABLE GAUGE
EDGE OF CARRIER
LIMIT OF WORK
TOWER 5
LEVEL 4 LIMIT OF PROJECT SCOPE OF WORK
4.1b
10.6
1.4b TYP.
TYP.
4.1a
1.4a TYP.
TYP.
3.2b
6.1
0
ORIGINAL SCALE:
5 10 20
1"= 10'
KEY PLAN
NOT TO SCALE
NORTH
LEVEL 4-6
SITE PLAN
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
4735
2 3 4 5 6 7
A
B
C
D
E
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
DETAILED
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
M
a
r
0
1
,
2
0
2
0
-
4
:
5
3
p
m
F:
\
P
R
O
J
E
C
T
S
_
A
-
L
\
4
7
3
5
-
L
i
f
t
1
a
\
D
-
C
A
D
\
0
2
.
S
h
e
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t
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\
D
W
-
4
7
3
5
-
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X
.
C
-
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e
t
a
i
l
e
d
S
i
t
e
P
l
a
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.
d
w
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DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
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:
LEVEL 3 ENLARGEMENT SCALE:
LEVEL 2 ENLARGEMENT SCALE:
LEVEL 4-6 ENLARGEMENT SCALE: 1”-
S
W
I
T
C
H
G
E
A
R
LIFT 1 LODGE
*2019 PROPOSED
FOOTPRINT
PROPOSED
DEVELOPMENT
ENLARGEMENTS
KEY PLAN
NOT TO SCALE
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
4735
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
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.
DS DS
DS
DS DS
DSDS
DS
DS
DS
SETBACK
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
SE
T
B
A
C
K
PROPERTY BOUNDARY
SETBACK
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
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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
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
SETBACK
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
SE
T
B
A
C
K
PROPERTY BOUNDARY
SETBACK
LIFT CENTER LINE
LIFT CABLE GAUGE
EDGE OF CARRIER
LIMIT OF WORK
LE
V
E
L
8
L
I
M
I
T
O
F
P
R
O
J
E
C
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S
C
O
P
E
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
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L
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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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2
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t
a
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d
S
i
t
e
P
l
a
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.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
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:
LEVEL 8 ENLARGEMENT SCALE:
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
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GO
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NO
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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
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F
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t
i
n
g
L
a
n
d
s
c
a
p
e
P
l
a
n
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
APPLICATION
MM, CK RWS
January 15, 2020
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.
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 Sheet L0-04 for Tree Removal
Summary Chart.
3.Refer to Plant List for proposed trees and
caliper inches for mitigation
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
20
21
22
23
25
31
33
34
35
39
40
41
42
43
44
45
46
47
48
49
NOTE:
Only trees planned to be removed are labeled in
this list. Find corresponding trees labeled below
on drawing.
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
P005OVERALL PROPOSED LANDSCAPE PLAN SCALE: 1”-
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 7
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
3
5
3
4
3
3
3
2
4
5
7
2
0
2
5
1
9
2
4
2
12
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
Green AshFraxinus americana
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
6FA-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
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S
NO
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W
A
Y
I
S
L
A
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L
L
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P
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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
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”-
PUBLIC
AMENITIES PLAN
0
ORIGINAL SCALE:
15 30 60
1"= 30"
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
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S
NO
R
W
A
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L
A
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D
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L
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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
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
PROPOSED PUBLIC AMENITY SPACE
LEVEL 3 TOTAL: 2,150 SF
LEVEL 4-6 TOTAL: 2,584 SF
LEVEL 1 TOTAL: 2,084 SF
LEVEL 2 TOTAL: 1,298 SF
LEVEL 7 SF TOTAL:NONE
LEVEL 8 TOTAL: 3,020 SF
TOTAL PUBLIC AMENITY: 11,136 SF
TOTAL LOT AREA: 44,545 SF
NOTE: PUBLIC ACCESS TO THE ROOF TOP AMENITY
SHALL BE MANAGED AROUND HOTEL EVENTS FOR
GUESTS AND ELEVATOR ACCESS BY THE GENERAL
PUBLIC SHALL BE MAINTAINED.
PREVIOUS RIGHT OF WAY NOT
TABULATED IN TOTAL AMENITY
P007
ROOFTOP
BAR AND SPA
WORLD CUP
TERRACEDINING
TERRACE
TERRACE
PUBLIC
ARRIVAL
SKIER
ACCESS
VACATED SOUTH
ASPEN STREET ROW
VACATED SUMMIT
STREET ROW
TERRACE
PUBLIC AMENITY 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 WORLD CUP P009
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 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
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
LIFT CENTERLINE
ALIGNMENTTOWER 5
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
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R100
REFERENCE PLAN - LEVEL P1
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 1/16" = 1'-0"1 REFERENCE PLAN - LEVEL P1 (7988')
DETAILED REVIEW
APPLICATION
15 JAN 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
LIFT CENTERLINE
ALIGNMENTTOWER 5TOWER 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
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
15 JAN 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
LIFT CENTERLINE
ALIGNMENTTOWER 5
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
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 BELOWSHEET 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
15 JAN 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
UNIVERS AL 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
LIFT CENTERLINE
ALIGNMENTTOWER 5
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
KING KING KING KING KING
8,020.50'
RESTROOM
RESTROOM
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
15 JAN 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
WORLD CUP BAR
LIFT CENTERLINE
ALIGNMENTTOWER 5
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
Q/Q KING
KING KING
KING KING KING KING
KING EXT.Q/Q Q/Q KING
8,031.00'
8,031.00'
MECH
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
15 JAN 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
LIFT CENTERLINE
ALIGNMENTTOWER 5
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
RIDGEVALLEYVALLEYKINGKINGKING
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'
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
15 JAN 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
ALIGNMENTTOWER 5
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
ADA KING
Q/QQ/QKING EXT.
KINGKINGKING KING
SUITE
SUITE
KINGKINGKINGKING
KING KING KING KING
KING
8,052.00'
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
15 JAN 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
LIFT CENTERLINE
ALIGNMENTTOWER 5
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
KINGQ/QQ/Q
KING KING
ADA KING
KING
KING
KING
KING KING KING KING KING KING EXT.
KINGKINGKINGKING
KING
KING EXT.
VOID
VOID
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
15 JAN 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
TOWER 5
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
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
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
15 JAN 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
ALIGNMENTTOWER 5
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
open to below
open to below
8,084.00'
8,084.00'
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
15 JAN 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
TOWER 5
TOWER 4
AJ
2
R250
3
R251
2
R251
3
AO
1917151311
7
5 91
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"
2
3
/
4
"
/
1
'
-
0
"
2
3
/
4
"
/
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
"
3" / 1'-0"
3" / 1'-0"
FLAT ROOF
FLAT ROOF
FLAT
ROOF
FLAT
ROOF
FLAT
ROOF
3
" /
1'-
0
"
3
" / 1'-
0
"
OCCUPIABLE ROOF
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
15 JAN 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
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
PASTRY /CARVERY
BAR
PICK UP
POS
SERVICE
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 =19,600 sf
19,600 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
8,532 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"
16' - 2"92' - 1"
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=
8,745 sf
1,043 sf
1,078 sf
10,866 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 =
2,783 sf
5,723 sf
1,790 sf
10,296sf
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 =
8,058 sf
742 sf
2,441 sf
804 sf
12,045 sf
9'
-
6
"
9'
-
6
"
9'
-
6
"
75' - 7"26' - 1"20' - 11"
122' - 7 1/2"
19600 SF
NON-UNIT SPACE (SHARED)
A
B
C
D
B
133
'
-
0
3
/
4
"
211' - 11 5/8"
133
'
-
0
3
/
4
"
ramp up
slope dn
slope dn
LODGE = 2986 sf
NON-UNIT SHARED SPACE = 8532 sf
UNCONDITIONED RAMP
A
B
C
H
J
D
E
G
I
K
L
COMMERCIAL = 180 sf
F
LODGE = 8058 SF
NON-UNIT SHARED
SPACE = 2441 Sf
AFFORDABLE HOUSING = 804 SF
COMMERCIAL = 742 SF
A
C
OPEN
BD
2783 SF
LODGE
NON-UNIT SPACE
(SHARED) = 1790 SF
COMMERICAL = 5723 SF
exterior
COVERED
EXTERIOR SPACE
A
B
C
D
E
F
NON-UNIT SPACE= 1,043 SF
LODGE
8,745 SF
COMMERCIAL
1,078SF
open to below
D
G
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
A
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
15 JAN 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 =
13,084 sf
860 sf
13,944 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 =
10,889 sf
860 sf
11,749 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 =
11,966 sf
573 sf
12,539 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 =372 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
1,027 sf
6,468 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
"
13084 SF
LODGE
NON-UNIT SPACE = 860
A
C
G
B
E
D
78
'
-
1
1
3
/
4
"
H
I
J
10889 SF
LODGE
NON-UNIT SPACE = 860 SF
B
G
A
C
D
E
F
11966 SF
LODGE
NON-UNIT SPACE (SHARED)
573 sf
B
G
H
C
A
D
E
F
C
A
NON-UNIT SPACE = 1,027 SF
VOID
BD
RESIDENTIAL = 5441 SF
RESIDENTIAL= 3192
C
D B
A
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
15 JAN 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
PASTRY /CARVERY
BAR
PICK UP
POS
SERVICE
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 = 4230 SF
(BELOW GRADE 25% REDUCTION APPLIES)
LODGE = 5010 SF
COMMERCIAL = 1031 SF
LODGE = 7704SF
LODGE = 7858 sf
LODGE = 9,112 sf
FREE MARKET= 4870
FREE MARKET = 3000 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
15 JAN 2020
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
8 0 0 0
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
78
9
10
1112
13
14
15
16
17
18
1920
21
22
2324
25
26
2728
29
30
31
32
33
34
35
36
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'
8,071.65'
8,072.80'8,076.05'
8,072.80'
80
3
5
80
3
0
80
2
5
80
2
0
8,096.40'
8,095.55'
8,096.05'
8,099.70'
8,096.05'
8,096.40'
8,096.50'
8,090.70'
8,090.70'8,090.70'
8,090.50'
8,097.00'
8,090.70'
8,083.15'
8,077.45'
8,076.40'
8,076.95'
8,053.65'8,053.65'
8,079.00'
8,079.00'
8,079.00'
8,045.90'8,045.90'
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
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G034
HEIGHT PLAN - PROPOSED GRADE
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 1/16" = 1'-0"1 HEIGHT PLAN - PROPOSED GRADE
DETAILED REVIEW
APPLICATION
15 JAN 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
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 GRADDE 40'-0" OFFEST
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
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
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
SCALE: 1/16" = 1'-0"2 WEST ELEVATION
SCALE: 1/16" = 1'-0"1 SOUTH ELEVATION
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
1917151311
7
5 91
BT
BR
BE
BJ.2
BG.5
21
BQ
LIFT CENTERLINE
ALIGNMENT
TOWER 5
TOWER 4
RIDGEVALLEYVALLEYRIDGE
RI
D
G
E
RI
D
G
E
RIDGEVALLEYVALLEYRIDGEVALLEYVALLEYRI
D
G
E
FLAT ROOFRIDGEPROPERTY LINE
8,074.00'8,076.00'
1
1
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
1" / 1'-0"
1
1
1
1
1
1
2
3
/
4
"
/
1
'
-
0
"
2
3
/
4
"
/
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
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3" / 1'-0"
3" / 1'-0"
2
2
2
2
2
2
2
2
OCCUPIABLE ROOF
FLAT
ROOF
FLAT
ROOF
FLAT
ROOF
1
1
1
3" / 1'
-0
"
3
" /
1'-
0
"
SPA
TIMBER SNOW FENCE SYSTEM
LEGEND
1
OSHA FALL PROTECTION ANCHOR2
AREA OF SNOW MELT
FLAT ROOF W/ INTERNAL DRAINS
AND VEGETATION
DIAMOND PATTERN SOLAR TILES
POOL DECK TERRACE -
FLAT ROOF W/ INTERNAL DRAINS
AND PEDESTAL PAVER SYSTEM
ROOF LEGEND
FLAT ROOF W/ INTERNAL DRAINS
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
G050
SNOW SHEDDING ROOF PLAN
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
0'4'8'16'
SCALE:1/16" = 1'-0"1 SNOW SHEDDING PLAN
3"
/
1
'
-
0
"
1" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
AJ
3
AO
1917151311
7
5 91
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: 1,978sf / 7,454sf = 27%
Zone 5: 0sf / 1,359sf = 05
Zone 6: 1,624sf / 5,621sf = 29%
Total: 7,834sf / 25,852sf = 30%
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
15 JAN 2020
0'4'8'16'
SCALE:1/16" = 1'-0"1 ROOF_DORMER CALCULATIONS
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
15 JAN 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 INTERGRATED FIRE RETARDANT
-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 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
VICINITY MAP
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 & 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
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 GORSUCH 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 OFFSITE STORM PLAN & PROFILE
C.4.05 EAST OFFSITE STORM PLAN & PROFILE STA: 20+00-22+50
C.4.06 EAST OFFSITE STORM PLAN & PROFILE (STA:22+50-END)
C.5.00 SITE DETAILS
C.5.01 SANITARY SEWER DETAILS
C.5.02 COA WATER DETAILS
CIVIL PLAN INDEX
1.CONCRETE MATERIAL AND PLACEMENT SHALL BE CDOT CLASS D MIX, WITH 4500 PSI COMPRESSIVE STRENGTH.
2.WEATHER PROTECTION SHALL BE PROVIDED IN COMPLIANCE WITH CDOT STANDARD SPECIFICATIONS (LATEST
STANDARDS) SECTION 412 & 601.
3.PERMITTEE SHALL SCHEDULE A FORM INSPECTION AND OBTAIN APPROVAL PRIOR TO POURING WITHIN CITY OF ASPEN
RIGHT-OF-WAY.
4.DAMAGED CONCRETE PAVEMENT SHALL BE REMOVED AND REPLACED AS A FULL PANEL SECTION WITH DOWELS SET
INTO ADJACENT PANELS IN COMPLIANCE WITH CDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION
AND M&S STANDARDS (LATEST EDITION).
5.DAMAGED FLATWORK AND CURB AND GUTTER SHALL BE REPLACED IN FULL SECTIONS FROM EXISTING CONTRACTION
JOINTS. PARTIAL SECTION REPLACEMENT SHALL NOT BE PERMITTED.
6.CONCRETE REMOVED ADJACENT TO ASPHALT PAVEMENTS SHALL BE SAWCUT A MINIMUM OF 2' STRIP ALONG THE
ABUTTING EDGE PRIOR TO REMOVAL IN ORDER TO REMOVE WITHOUT DAMAGE TO THE ASPHALT PAVEMENT. THE
SAWCUT EDGE SHALL NOT BE USED AS A FORM FOR THE NEW CONCRETE. TEMPORARY FORMWORK SHALL BE PLACED
ALONG THE SAWCUT EDGE IN THE DESIRED ALIGNMENT. THE TOP EDGE OF THE REPLACED CONCRETE SECTION (CONC.
LIP) SHALL BE STRAIGHT AND TRUE WITHOUT WARPING OR IRREGULARITY. AFTER THE FORMWORK IS REMOVED, THE
GAP SHALL BE RE-PAVED WITH ASPHALT. DAMAGE CAUSED TO THE EDGE OF THE ASPHALT PAVEMENT SHALL RESULT IN
THE ASSESSMENT OF A RESTORATION FOR ASPHALT RESURFACING.
7.SUBGRADE ELEVATION SHALL BE BROUGHT UP TO +/- 0.05 FOOT OF FINAL GRADE PER PLANS, WITH APPROVED
MATERIALS PRIOR TO PLACING FORMS.
8.NO WATER SHALL BE PLACED ON CONCRETE SURFACE TO ASSIST FINISHING.
9.VARIATIONS OF CONCRETE SURFACE SHALL NOT EXCEED 1
8 INCH IN TEN FEET (10') IN ALL DIRECTIONS.
10.LIQUID MEMBRANE CURING COMPOUND SHALL BE PLACED IN COMPLIANCE WITH CDOT STANDARD SPECIFICATIONS
(LATEST EDITION) SECTION 601.13.36 AT A RATE TO COMPLETELY COAT ALL EXPOSED SURFACES.
11.PERMITTEE SHALL BE RESPONSIBLE FOR REPAIRING SIDEWALK, CURB, OR GUTTER DAMAGED FROM WORK ACTIVITIES OF
PERMITTEE.
12.PERMITTEE SHALL BE RESPONSIBLE FOR INSTALLATION OF NEW SIDEWALK, CURB AND GUTTER PER CITY CODE, AND FOR
REPAIR OF SIDEWALK, CURB AND GUTTER PER CITY CODE.
13.SIDEWALKS MUST BE CONSTRUCTED WITH 4 INCH THICK CONCRETE AND MUST HAVE 4500 PSI COMPRESSIVE STRENGTH
WITHIN 28 DAY MAX. CURING PERIOD. 80 PERCENT OF THIS STRENGTH MUST BE ACHIEVED IN 7 DAYS FOLLOWING
PLACEMENT OF CONCRETE.
14.ALL CONTRACTION JOINTS SHALL BE SAWN JOINTS AND MUST BE CUT WITHIN 12 HOURS OF PLACEMENT. SAWN JOINTS
SHALL BE STRAIGHT AND TRUE AND 3-6mm IN WIDTH AND 1/3 OF CONCRETE THICKNESS AND CUT AT INTERVALS EQUAL
TO THE WIDTH OF SIDEWALK.
15.BASE FOR FLATWORK SHALL BE AT LEAST 6" OF CDOT CLASS 6 ABC COMPACTED TO 95% OF STANDARD PROCTOR
DENSITY WITHIN 2% OF OPTIMUM MOISTURE.
16.COARSE BROOM FINISH SHALL BE PROVIDED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL ON SIDEWALK
AND RAMPS AND PERPENDICULAR TO THE DIRECTION OF WATER FLOW ON CURB AND GUTTER.
1.ALL WATER MAIN CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF ASPEN WATER
DEPARTMENT DESIGN STANDARDS.
2.NO PVC PIPE IS ALLOWED ON POTABLE WATER SYSTEMS.
3.THE PIPE BEDDING MATERIAL SHALL BE 3
4" INCH CRUSHED SCREENED ROCK HAULED IN FOR BEDDING AND NOT NATIVE
EXCAVATED MATERIAL.
4.THE BACKFILL MATERIAL FROM 12 INCHES ABOVE THE TOP OF THE PIPE TO THE TOP OF THE TRENCH SHALL BE CLASS 6
AGGREGATE BASE COURSE MATERIAL.
5.MINIMUM COVER OF WATER MAINS AND SERVICE LINES SHALL BE 7 FEET DEEP FROM TOP OF PIPE TO FINISHED GRADE.
MAXIMUM DEPTH AT FINISHED GRADE WILL NOT EXCEED 10 FEET.
6.ALL FITTINGS MUST HAVE MEGA LUG FITTINGS IN ADDITION TO CONCRETE THRUST BLOCKS.
7.VALVES: GATE VALVES SHALL BE INSTALLED FOR ALL VALVES 12" AND SMALLER AND SHALL BE A MUELLER OR
PREAPPROVED EQUIVALENT RESILIENT SEAT, EPOXY COATED MECHANICAL JOINT, NON-RISING VALVE STEM AND SHALL
OPEN BY TURNING TO THE LEFT, COUNTER-CLOCKWISE. VALVES SHALL CONFORM TO AWWA SPECIFICATIONS C-509; OR
THE LATEST REVISION THEREOF; SHALL BE CLASS 250 MUELLER OR PREAPPROVED EQUIVALENT. VALVES GREATER THAN
12" WILL BE SPECIFIED ON A CASE BY CASE BASIS, DEPENDING ON THE PRESSURES THAT WILL BE ACCOMMODATED BY
THE VALVES. IN ZONES WHICH HAVE STATIC PRESSURES GREATER THAN 80 PSI THE VALVE APPLICATION WILL BE A CLASS
250 BUTTERFLY VALVE OF THE ABOVE MENTIONED MANUFACTURERS WITH EPOXY INTERIOR AND EXTERIOR COATINGS.
AT INTERSECTIONS, GATE VALVES SHALL BE INSTALLED WITHIN 3' OF A TEE, CROSS, OR BEND, ALL CONNECTIONS SHALL
HAVE MEGA-LUGS ON THE FITTINGS EXCEPT WHERE THE TEE BRANCH AND BRANCH VALVE ARE FLANGED. ALL
MECHANICAL JOINT FITTINGS WILL HAVE MEGA-LUG FITTINGS, AND CONCRETE THRUST BLOCKS OR TIE RODS (ONLY
WERE APPROVED).
8.ALL SERVICE TAPS SHALL BE PERFORMED BY THE CITY OF ASPEN WATER DEPARTMENT.
9.THE CITY OF ASPEN POLICY DOES NOT ALLOW WATER LINE INSTALLATION BETWEEN NOVEMBER 1 AND APRIL 15TH.
10.A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO COMMENCING ANY WORK.
11.ALL VALVES CONNECTING TO THE CITY OF ASPEN WATER SYSTEM SHALL BE OPERATED BY THE CITY OF ASPEN WATER
DEPARTMENT PERSONNEL ONLY.
1.ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF ASPEN'S LATEST DESIGN STANDARDS UNLESS OTHERWISE
NOTED. ALL WORK ITEMS NOT COVERED WITHIN THE CITY'S DESIGN STANDARDS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE LATEST REVISION OF THE COLORADO DEPARTMENT OF TRANSPORTATION'S STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND M & S STANDARDS.
2.THE EXISTING CONTOUR INTERVAL IS ONE (1) FOOT (DASHED). EXISTING CONDITIONS ARE BASED ON AN IMPROVEMENT
SURVEY PERFORMED BY SOPRIS SURVEYING INC..
3.ALL EXISTING UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE
THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY
DAMAGE TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION.
4.ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTION DOCUMENTS ON SITE AT
ALL TIMES.
5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONS OUTSIDE THE DESIGNATED
IMPROVEMENT AREA FROM DAMAGE. ANY DAMAGE TO EXISTING AREAS OUTSIDE THE DESIGNATED IMPROVEMENT
AREA DURING CONSTRUCTION SHALL, AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION
STATE.
6.THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, AND SHALL COMPLY WITH
ALL LOCAL, STATE, AND FEDERAL REGULATIONS. IDENTIFYING THE NEED FOR A PERMIT, PREPARING THE APPLICATION,
AND PAYING THE SUBMITTAL AND REVIEW FEES NECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF
THE GENERAL CONTRACTOR. A COPY OF ALL PERMITS MUST BE POSTED AND WEATHER PROOFED ON SITE AT ALL TIMES.
7.THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCAL GOVERNMENT, COUNTY, STATE,
AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION"
OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS.
8.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THEIR OWN DISPOSAL SITE FOR ALL DISPOSED
MATERIALS.
9.COORDINATION WITH OTHER AGENCIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONS
PERFORMED BY OTHER GOVERNMENTAL AGENCIES, AND THE ENGINEER OF RECORD, AS PRESCRIBED IN THEIR PERMITS
AND APPROVALS.
10.MAINTAIN TRAFFIC CONTROL DEVICES: THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND
SIGNS THAT ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AND TRAVELING MOTORISTS AT ALL TIMES.
11.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL FROM THE
CITY.
12.NOTIFY UTILITY OWNERS: CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURS
(OR AS REQUIRED BY UTILITY COMPANIES) PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY.
13.IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE INSTALLATION INSPECTIONS AND SCHEDULE/OBTAIN AS-BUILT
SURVEY DATA DURING CONSTRUCTION OF ALL IMPROVEMENTS TO INCLUDE, BUT NOT LIMITED TO, STORM PIPE INVERTS
AT ALL BENDS, INLETS, OUTFALLS, EXCAVATED DEPTHS OF WATER QUALITY TREATMENT AREAS, AND UTILITY
INFRASTRUCTURE. THE CONTRACTOR SHALL REFER TO THE CITY'S GRADING AND DRAINAGE CERTIFICATE
REQUIREMENTS FOR FURTHER INFORMATION. THIS DOCUMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF
OCCUPANCY.
14.COORDINATION WITH OTHER CONTRACTORS: WHERE TWO OR MORE CONTRACTORS ARE WORKING IN THE SAME AREA,
EACH SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANNER AS NOT TO CAUSE ANY UNNECESSARY DELAY OR
HINDRANCE TO THE OTHER. WHERE CONFLICTS CANNOT BE AVOIDED, THE LOCAL GOVERNMENT WILL DETERMINE
WHICH CONTRACTOR(S) HAVE CONSTRUCTION PRIORITY OVER THE OTHER CONTRACTORS AND THE TERMS OF SUCH
CONSTRUCTION PRIORITY.
15.THE CONTRACTOR AND SUB-CONTRACTOR MUST MAKE EVERY ATTEMPT TO PREVENT DAMAGE TO EXISTING TREES AND
ASSOCIATED ROOTS IN AND AROUND THE SUBJECT PROPERTY.
1.ALL SEWER LINES CONSTRUCTION SHALL MEET OR EXCEED THE FOLLOWING PLAN NOTE DETAIL AND CONSTRUCTION
SPECIFICATIONS.
2.ALL SEWER SERVICES SHALL BE PVC CLASS-SDR 26.
3.FITTINGS: PVC PUSH JOINT-ASTM D1784.
4.CLEAN ALL PIPE, FITTINGS AND RELATED MATERIALS THOROUGHLY OF ALL FOREIGN MATERIAL AND INSPECT FOR
CRACKS, EXCESSIVE DEFLECTION FLAWS OR OTHER DEFECTS PRIOR TO AND AFTER INSTALLATION.
5.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY CONSTRUCTION DEBRIS FROM ENTERING
THE SEWER LINES DURING CONSTRUCTION. IF THIS DEBRIS SHOULD ENTER THE PIPE LINE SYSTEM, THE CONTRACTOR
SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY TO CLEAN THE SYSTEM. UNDER NO CIRCUMSTANCES WILL THE
CONTRACTOR FLUSH THE DEBRIS INTO AN EXISTING SANITARY SEWER SYSTEM.
6.ALL PIPES MUST BE INSTALLED WITH A LASER. IF BENDING OF THE BEAM DUE TO AIR TEMPERATURE VARIATIONS
BECOMES APPARENT WITH "IN PIPE" UNITS, A FAN SHALL BE PROVIDED TO CIRCULATE AIR IN THE PIPE. AIR VELOCITY
SHALL NOT BE SO EXCESSIVE AS TO CAUSE PULSATING OR VIBRATING OF THE BEAM. IF, IN THE OPINION OF THE
ENGINEER, THE BEAM CANNOT BE ACCURATELY CONTROLLED, THIS METHOD OF SETTING LINE AND GRADE SHALL BE
ABANDONED.
7.PIPE SHALL BE LAID TRUE TO LINE AND GRADE, IN AN UPHILL DIRECTION, WITH BELL ENDS FACING IN THE DIRECTION OF
LAYING. WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN END OF PIPE SHALL BE CLOSED BY A WATERTIGHT PLUG.
8.MANHOLES & CLEANOUTS SHALL BE FURNISHED AND INSTALLED TO DEPTHS AND DIMENSIONS SHOWN ON THE
CONSTRUCTION DRAWINGS AND/OR STAKED IN THE FIELD. MANHOLES SHALL BE CONSTRUCTED OF CAST-IN-PLACE OR
PRECAST CONCRETE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION DRAWINGS.
9.CONNECTIONS TO EXISTING SEWER FACILITIES WHERE LIVE FLOWS EXIST SHALL BE MADE ONLY AFTER PRIOR
CONSULTATION WITH AND RECEIPT OF WRITTEN PERMISSION FROM THE ENGINEER. NO BYPASS OF SEWAGE TO THE
SURFACE WILL BE ALLOWED IN THE COMPLETION OF THIS CONNECTION. CONNECTIONS SHALL BE MADE AS SHOWN ON
THE DRAWINGS. ALL CONNECTIONS BETWEEN PIPES OF DIFFERENT MATERIALS SHALL BE MADE WITH APPROVED
MANUFACTURED CONNECTORS.
10.THE CONTRACTOR IS REQUIRED TO CCTV THE EXISTING SEWER SERVICE LINE TO DETERMINE MATERIAL, DEPTH AND
CONDITION. IF MATERIAL TYPE IS NOT PVC AND/OR IF SERVICE LINE CONSISTS OF IRREGULAR SLOPES AND/OR IF
DEGRADATION OF EXISTING SERVICE LINE IS OBSERVED THE ENTIRE SERVICE LINE SHALL BE REPLACED WITH SDR-26 PVC
PIPE.
1.PUBLIC IMPROVEMENTS SHALL BE IN COMPLIANCE WITH THE CITY OF ASPEN ENGINEERING STANDARDS AND CITY OF
ASPEN ROW STANDARDS. PUBLIC IMPROVEMENTS IN THE ROW MUST MEET THE CITY'S CONSTRUCTION AND
EXCAVATION STANDARDS.
2.THE PUBLIC PEDESTRIAN AREAS HAVE BEEN DESIGNED PER THE AMERICAN'S WITH DISABILITIES ACT (ADA) STANDARDS.
THE MAIN PEDESTRIAN CORRIDORS HAVE BEEN DESIGNED WITH A MAXIMUM CROSS SLOPE OF 2%. THE CONTINUOUS
LONGITUDINAL SLOPES ARE ALL LESS THAN THE MAXIMUM 5% SLOPE. HANDICAP RAMPS WILL BE CONSTRUCTED PER
ADA AND THE COA STANDARD DETAILS.
PAVEMENT REMOVAL:
1.ALL ASPHALT PAVEMENT CUTS SHALL BE IN STRAIGHT NEAT LINES. IRREGULAR SHAPED CUTS WITH MORE THAN FOUR
(4) SIDES OR CUTS WITHIN EXISTING PATCHES SHALL NOT BE ALLOWED. ALL CUTS SHALL BE RECTANGULAR IN SHAPE,
AND EDGES SHALL BE PARALLEL OR PERPENDICULAR TO THE FLOW OF TRAFFIC.
2.IN ORDER TO PROVIDE STRAIGHT EDGES, ALL ASPHALT PAVEMENT CUTS SHALL BE CUT BY A MECHANICAL SAW CUTTING
EQUIPMENT, ROTOMILLING, OR OTHER APPROVED METHOD WHICH ASSURES A NEAT STRAIGHT EDGE FOR THE
REQUIRED DEPTH OF THE CUT.
3.ASPHALT PAVEMENT CUTS SHALL BE SUCH THAT NO LONGITUDINAL JOINT LIES WITHIN THE WHEEL TRACK; ANY PATCH
WHICH PENETRATES A WHEEL PATH MUST BE EXTENDED TO FULL LANE WIDTH.
4.CONCRETE PAVEMENT SHALL BE REMOVED AND REPLACED FROM EXISTING PANEL JOINTS ONLY.
5.STRESS CRACKING OF EXISTING PAVEMENT MAY OCCUR DURING EXCAVATION FOR A VARIETY OF REASONS. IF THIS
OCCURS, THE CONTRACTOR MUST SAWCUT AT LEAST 12" BEYOND THE LIMIT OF VISIBLE CRACKS AND REMOVE ALL
STRESSED PAVEMENT.
ASPHALT PAVEMENTS:
6.THE MINIMUM PATCH DIMENSIONS SHALL BE TWO FEET (2') BEYOND EACH SIDE OF THE TRENCH OR EXCAVATION BUT
SHALL NOT EXTEND INTO AN ADJACENT UNDISTURBED LANE OR CROSS THE STREET CENTER LINE. REFER TO CITY OF
ASPEN LATEST STANDARDS.
7.THE LONGITUDINAL EDGES OF THE PATCH SHALL NOT FALL WITHIN THE EXISTING WHEEL TRACKS WHENEVER POSSIBLE.
8.PRIOR TO PLACING THE PERMANENT PATCH, THE EXISTING PAVEMENT SHALL BE SAWCUT TO A NEAT STRAIGHT-LINE,
SQUARE TO THE TRAVEL LANE.
9.ASPHALT MIX SHALL BE CDOT, S-MIX (3
4"). PATCH BACK AREAS GREATER THAN ONE HUNDRED TWENTY SQUARE FEET (120
S.F.) SHALL REQUIRE THE SUBMITTAL AND APPROVAL OF A MIX DESIGN TO THE ENGINEER PRIOR TO PLACEMENT.
10.COMPACTION SHALL BE AT LEAST 95% OF MAX. DENSITY WITHIN 2% OPTIMUM MOISTURE AS DEFINED BY ASTM 1557
METHOD "C".
11.COMPACTION EQUIPMENT SHALL BE CAPABLE OF COMPACTING CORNERS AND EDGES OF PATCH.
12.HOT BITUMINOUS PATCHES SHALL BE PLACED A MIN. OF 5-INCHES OR MATCH EXISTING DEPTH, WHICHEVER IS GREATER.
PLACEMENT SHALL BE PERFORMED IN A MIN. OF 2 LIFTS. THE BOTTOM COURSE SHALL BE 3-INCHES AND THE TOP SHALL
BE 2-INCHES.
13.PATCHES SHALL ALSO HAVE A CROSS SLOPE SECTION CONSISTENT WITH THE DESIGN OF THE EXISTING ROADWAY.
14.TEMPORARY OR PERMANENT ASPHALT PATCHES SHALL BE PLACED WITHIN TWENTY FOUR (24) HOURS OF TRENCH
BACKFILLING. WHENEVER PERMANENT PATCHES ARE NOT CONSTRUCTED WITHIN TWENTY FOUR (24) HOURS
FOLLOWING TRENCH BACKFILLING OPERATIONS, TEMPORARY PAVEMENT PATCHES CONSISTING OF A MINIMUM OF
THREE INCHES (3") OF HOT OR COLD PLANT MIX OR STEEL PLATES MUST BE PLACED TO PROVIDE THE REQUIRED NUMBER
OF PAVED TRAVEL LANES. TEMPORARY PAVEMENT PATCHES MAY BE LEFT IN PLACE FOR A MAX. OF FIVE (5) WORKING
DAYS FOLLOWING COMPLETION OF BACKFILLING OPERATIONS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF
RECORD OR THE CITY PAVING INSPECTOR .
15.THE PERMITTEE SHALL MONITOR TEMPORARY PATCHES ON A DAILY BASIS AND TEMPORARY PATCHES EXHIBITING RUTS,
HUMPS, OR DEPRESSIONS SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
16.A PERMANENT HOT PATCH SHALL BE MADE WITHIN FIVE (5) DAYS AFTER THE AREA IS OPEN TO TRAFFIC, WEATHER
PERMITTING.
17.IF FINAL PATCHING IS NOT COMPLETED WITHIN THE SPECIFIED TIME, NO NON-EMERGENCY PERMITS SHALL BE GRANTED
TO THE PERMITTEE UNTIL ALL OUTSTANDING WORK IS COMPLETED.
18.UPON COMPLETION OF THE PERMANENT PATCH, THE SURFACE SHALL BE THOROUGHLY COMPACTED, SMOOTH AND
FREE FROM RUTS, HUMPS, DEPRESSIONS, OR IRREGULARITIES. WHEN A STRAIGHTEDGE TEN FEET (10') LONG IS LAID
ACROSS THE PERMANENT PATCH PARALLEL TO THE CENTERLINE, THE SURFACE SHALL NOT VARY MORE THAN 1
4 " FROM
THE LOWER EDGE OF THE STRAIGHT EDGE. PATCHES EXHIBITING DEVIATIONS GREATER THAN 1
4" SHALL BE REPLACED
PRIOR TO ACCEPTANCE OF PATCH. IF THE EXISTING STREET EXCEEDS THE ABOVE TOLERANCES, THEN THE PATCH SHALL
BE EQUAL OR BETTER THAN THE CONDITION OF THE SURROUNDING PAVEMENT. IN MOST CASES, AND PARTICULARLY IN
THE CASES OF EXTENSIVE EXCAVATION AND REPAIRS, IT IS DESIRABLE TO SURVEY THE EXISTING PAVEMENT CONDITIONS
WITH A REPRESENTATIVE OF THE CITY PRIOR TO THE WORK. AFTER COMPLETION OF THE WORK, SURVEY THE PAVEMENT
CONDITION AGAIN TO VERIFY THAT THE PAVEMENT CONDITION HAS BEEN MAINTAINED OR IMPROVED. IN THE CASE OF
MINOR REPAIRS, THESE PAVEMENT SURVEYS CAN BE MADE BY VISUAL OBSERVATION.
1.CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES" (BMP), TO CONTROL EROSION AND SEDIMENTATION
DURING CONSTRUCTION, TO INCLUDE THE INSTALLATION OF INLET PROTECTION AROUND THE NEAREST DOWNSTREAM
RECEIVING INLET LOCATED WITHIN THE CITY'S ROW.
2.CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL TEMPORARY EROSION CONTROL
MEASURES.
3.DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY
THE CONTRACTOR AT HIS EXPENSE. THE ENGINEER OR CITY MAY REQUIRE THE CONTRACTOR AT ANY TIME TO
DISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THE CITY'S SATISFACTION.
4.THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE AS DIRECTED BY THE CITY.
DUST PALLIATIVE MAY CONSIST OF WATER OR A NON-POLLUTING SOLUTION. SPREADING OF WATER OR WATER
MIXTURE SHALL BE DONE WITH ACCEPTABLE SPRINKLING EQUIPMENT. ALL DUST CONTROL SHALL EXTEND BEYOND THE
CONSTRUCTION AREA PROPER TO THE SIDE STREETS ENTERING AND EXISTING THE PROJECT, WHERE MUD AND DIRT
FROM CONSTRUCTION EQUIPMENT, AS WELL AS LOCAL TRAFFIC, MAY GET ONTO THE SIDE STREETS. CLEANUP OF THESE
AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THE CITY/OWNER/ENGINEER.
5.MAINTENANCE OF PROPER DRAINAGE AND CLEANING TEMPORARY SEDIMENT CONTAINMENT DURING THE PROGRESS
OF THE CONTRACT IS ESSENTIAL. ANY DAMAGE DUE TO IMPROPER MAINTENANCE OF SAID DRAINAGE PRIOR TO FINAL
ACCEPTANCE OF THE PROJECT WILL BE THE CONTRACTOR'S RESPONSIBILITY.
6.BMP’S SHALL BE INSTALLED BEFORE ANY EARTH DISTURBING ACTIVITIES COMMENCE.
7.STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES SHALL NOT CAUSE, HAVE THE REASONABLE POTENTIAL TO
CAUSE, OR MEASURABLY CONTRIBUTE TO AN EXCEEDANCE OF ANY WATER QUALITY STANDARD.
8.CONSTRUCTION SHALL BE PHASED IN A MANNER TO LIMIT EARTH DISTURBING ACTIVITIES (I.E. THE ENTIRE PROJECT SITE
SHOULD NOT BE DISTURBED IF CONSTRUCTION WILL ONLY BE OCCURRING IN ONE PARTICULAR SECTION).
9.SEDIMENT CAUSED BY ACCELERATED SOIL EROSION SHALL BE REMOVED FROM RUNOFF WATER BEFORE IT LEAVES THE
CONSTRUCTION SITE.
10.BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY
CONTAINMENT OR EQUIVALENT PROTECTION TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED MATERIAL FROM
ENTERING STATE WATERS.
11.THE EROSION CONTROL PLAN SHALL BE CONTINUOUSLY UPDATED TO REFLECT NEW OR REVISED BEST MANAGEMENT
PRACTICES (BMP’S) DUE TO CHANGES IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE
CONSTRUCTION SITE. UPDATES MUST BE MADE WITHIN 72 HOURS FOLLOWING THE CHANGE IN BMP’S.
12.THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE (INCLUDING ALL BMP’S, STORAGE CONTAINERS, AND
CONSTRUCTION EQUIPMENT) A MINIMUM OF EVERY 14 CALENDAR DAYS AND WITHIN 24 HOURS AFTER A
PRECIPITATION EVENT OR SNOW MELT THAT MAY CAUSE SURFACE EROSION.
13.THE CONTRACTOR SHALL KEEP A RECORD OF ALL INSPECTIONS ON SITE AND AVAILABLE FOR REVIEW BY CITY STAFF.
INSPECTION REPORTS MUST IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE
PERMIT.
14.STRAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR SEDIMENT CONTROL (I.E. STRAW BALES MAY BE USED FOR
REINFORCEMENT BEHIND ANOTHER BMP SUCH AS SILT FENCE).
15.BMP’S INTENDED FOR SHEET FLOW SEDIMENT RUNOFF SHALL BE PLACED PARALLEL TO THE SLOPE.
16.ALL BMP’S SHALL BE CLEANED WHEN SEDIMENT LEVELS ACCUMULATE TO HALF THE DESIGN OF THE BMP UNLESS
OTHERWISE SPECIFIED.
17.A VEHICLE TRACKING PAD (VTP) SHALL BE PLACED AT ALL EXITS FROM THE SITE TO PREVENT TRACK-OUT ONTO CITY
STREETS. IF TRACK-OUT DOES OCCUR, THE CONTRACTOR SHALL IMMEDIATELY SWEEP THE STREET OF DEBRIS.
18.ALL PORTA-POTTY STRUCTURES MUST BE FIRMLY SECURED WITH #4 REBAR ANCHORS OR EQUAL. MUST BE PLACED
AWAY FROM FLOW LINES OF STREET, SWALES, RAIN GARDENS & AWAY FROM INLETS.
19.A CONCRETE WASHOUT AREA (CWA) MUST BE PROVIDED AND ROUTINELY MAINTAINED. NO WASHING OUT OF
CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN
DITCHES, STREETS OR STREAMS IS ALLOWED.
20.EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE
WASHOUT AREAS (CWA).
21.ON-SITE TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT
QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS AND MUST
BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL.
22.STOCKPILES OF SOIL OR OTHER ERODABLE MATERIALS MUST BE MANAGED SO THAT STORMWATER DOES NOT COME IN
CONTACT WITH THE PILE AND POTENTIALLY WASH POLLUTANTS OFFSITE. AT A MINIMUM STOCKPILES SHALL BE
ROUTINELY WETTED AND/OR BLANKETED AS WELL AS INCLUDE AN EROSION SOCK PERIMETER BARRIER TO PREVENT
WIND EROSION AND SEDIMENT TRANSPORT OFFSITE. STOCKPILES THAT ARE INACTIVE FOR MORE THAN 7 DAYS WILL
REQUIRE SOIL BINDER OR HAVE MUCLH/MULCH TACKIFIER APPLIED.
23.EROSION CONTROL BLANKETS SHALL BE INSTALLED ON ALL SLOPES EXCEEDING 3:1.
GENERAL CONSTRUCTION NOTES:
CONCRETE FLATWORK SPECIFICATIONS
EROSION CONTROL NOTES:
WATER MAIN & SERVICE INSTALLATION SPECIFICATIONS:
PAVING SPECIFICATIONS:
GRAVITY SANITARY SEWER SERVICE LINE INSTALLATION SPECIFICATIONS:
PUBLIC IMPROVEMENTS NOTE:
SCALE: 1" = 2,000'
GORSUCH HAUS PROJECT
A PARCEL OF LAND SITUATED IN THE NE1
4NE1
4 AND SE1
4NE1
4 OF SECTION 13
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
15101.06
GO
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CJB JKS
C.1.00
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
COVER &
GENERAL
NOTES
SITE
10-10-20191 SD PRICING
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
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
ROW/PROPERTY
LINE
LANDSCAPE ISLAND; RE.
TO LANDSCAPE PLANS
SKI WAY
WIDTH VARIES
(60-FT MIN.)
PROPOSED 20-FT
ACCESS & UTILITY
EASEMENT; RE. TO
C.3.00 & PLAT
LOT 2
LOT 1
5-FT SETBACK
LOT 1
S. ASPEN ST. ROW
HILL ST.
ROW
CABLE GAUGE
EDGE-TELEMIX
MOUN
T
A
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Q
U
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E
N
LOT 2
LI
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L
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-
L
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E
LI
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L
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-
L
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LI
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L
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-
L
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E
S. ASPEN ST. ROW
SHADOW MOUNTAIN
SUBDIVISION
BA
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B
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F
A
M
I
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Y
CO
N
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R
V
A
T
I
O
N
P
A
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C
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L
SH
A
D
O
W
M
O
U
N
T
A
I
N
SU
B
D
I
V
I
S
I
O
N
LOT 1
LOT 2
25' ESMNT. FOR SKIERS &
PEDESTRIANS PLAT BK.4 PG.
489 & WATERLINE ESMNT TO
CITY OF ASPEN BK 411 PG. 996
20-FT
E
S
M
N
T
F
O
R
F
I
R
E
A
C
C
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S
S
&
DRAIN
A
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T
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T
.
QUEE
N
C
O
N
D
O
S
B
K
2
7
5
P
G
3
7
8
CENTERLINE
LIFT
ALIGNMENT
TOWER LIFT #5
TOWER LIFT #4
LOWER LEVEL
STRUCTURE (TYP)
SNOWMELT
CONCRETE
42" SITE WALL
ALONG STAIRS
SCREEN WALLS FOR
TRANSFORMERS
WORLD CUP
STAGING AREA
19.5'
23.0'
FL-FL
20.0'
COA ADA
RAMP TYPE 6
SITE WALL FOR
PED. RAMP
6'
W
I
D
E
S
N
O
W
M
E
L
T
PE
D
.
C
O
R
R
I
D
O
R
COA ADA RAMP
TYPE 7
COA ADA RAMP
TYPE 7
R50.0'
SILVA
CELLS (TYP)
17.4'
TRASH
ENCLOSURESNOWMELT
CONCRETE
PLAZA
2' PAVER & 6'
SIDEWALK
9.8'
FLUSH DROP
OFF AREA
12.3'
4" MOUNTABLE
CATCH CURB
4' DRAIN PAN
4' DRAIN PAN
(16'±)
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
EGRESS STAIRWELL (SNOWM
E
L
T
)
SAW CUT CONTROL
JOINTS (TYP)
SOUTH ASPEN STREET
SUBDIVISION
SHADOW MOUNTAIN
VILLAGE
PROPOSED DEBRIS
FLOW WALL
MOUNT
A
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N
R
D
;
R
E
.
T
O
C
.
2
.
0
4
(GRAV
E
L
S
U
R
F
A
C
E
)
PROPOSED
GRAVEL PATH
PROPOSED ELEC.
EASEMENT; RE. TO
C.3.00 & PLAT
PROPOSED 15-FT
UTILITY EASEMENT; RE.
TO C.3.00 & PLAT
EGRESS STAIRWELL (SNOWM
E
L
T
)
LEVEL 3 RESTAURANT
TERRACE
LEVEL 4 DECKDECK
LEVEL 3 AT GRADE
ENTRANCE BELOW
SITE RETAINING WALL; RE.
TO C.2.03 FOR SPOT
ELEVATIONS
30' PROPOSED WATER
MAIN ESMNT; RE.
C.3.00 & PLAT
ELEC.
SWITCH
GEAR
ELEC.
RECLOSER
PROJECT
XFRMR
PROPOSED BIKE
RACK; RE. TO
LANDSCAPE PLANS
HI
L
L
S
T
R
E
E
T
R
O
W
HI
L
L
S
T
R
E
E
T
R
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W
HI
L
L
S
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T
R
O
W
SKI WAY
SKI WAY
SKI
C
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P
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O
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T
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LO
T
2
PATIO
P
A
T
I
O
P
A
T
I
O
PATIO
PATIOPATIOPATIO
PATIO
PATIO
PATIO
PATIOPATIO
PATIOPATIOPATIOPATIOPATIO
PATIOPATIO
COLUMN
(TYP)
COA ADA RAMP
TYPE 1
ADA RAMP W/ VERT.
CURB RETURNS
5.0'
PROPOSED
SIDEWALK
DN
D
N
DN
DN
GATE
SCREEN GRATE
ABOVE
TIERED SITE
RETAINING WALLS;
RE. TO C.2.00 FOR
SPOT ELEVATIONS
EXISTING CURB WALL
AROUND INLET TO REMAIN
S. ASPEN
ST. ROW
PED.
ESMNT
5' TRAIL
ESMNT
L
O
T
1
D
N
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
20
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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CJB JKS
C.1.01
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
OVERALL SITE
PLAN
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.
10-10-20191 SD PRICING
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
NOTE:
REFER TO SHEET C.1.02
3-2-20203 DETAILED REVIEW
ZONE 1 HARDSCAPE:
13,700± SF
ZONE 1 STORAGE=
650± SF
ZONE 1 STORAGE:
165± SF
ZONE 2 SNOW STORAGE
AREA: 640± SF
ZONE 1 STORAGE:
223± SF
ZONE 2 STORAGE
AREA: 122 SF
ZONE 2 STORAGE
AREA:229± SF
ZONE 1 STORAGE=
219± SF
ZONE 3
STORAGE AREA
97±
ZONE 1 STORAGE:
520± SF
RE. TO G050 FOR
SNOW SHEDDING
ROOF PLAN
ZONE 2 HARDSCAPE:
3,315± SF
ZONE 3 HARDSCAPE:
1,653± SF
ZONE 3 HARDSCAPE:
53± SF
ZONE 3 HARDSCAPE:
78± SF
HILL ST.
ROW
DEBRIS FLOW
WALL
ZONE 3
STORAGE AREA
86±
ZONE 3
STORAGE AREA
87±
ZONE 3 HARDSCAPE:
76± SF
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
20
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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CJB JKS
C.1.02
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
SNOW STORAGE
PLAN
ZONE 1 HARDSCAPE AREA
(CUL-DE-SAC, SURROUNDING SIDEWALKS & PLAZA
ZONE 1 SNOW STORAGE AREAS
ZONE 2 HARDSCAPE AREA
(PATIOS & EXTERIOR STAIRWAYS ALONG EAST SIDE OF BUILDING)
ZONE 2 SNOW STORAGE AREAS
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.
ZONE 3 HARDSCAPE AREA
(PATIOS & EXTERIOR STAIRWAYS ALONG EAST SIDE OF BUILDING)
ZONE 3 SNOW STORAGE AREAS
10-10-20191 SD PRICING
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
3-2-20203 DETAILED REVIEW
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
E
B
U
F
F
E
R
SN
O
W
M
E
L
T
S
I
D
E
W
A
L
K
SN
O
W
M
E
L
T
S
I
D
E
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
GO
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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
SWITCH
GEAR
RECLOSE
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x
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: 96.00 FUTURE TW: 96.50 FUTURE TW: 97.00 FUTURE TW: 97.50
FUTURE TW: 98.00
FUTURE TW: 98.50
TW: 03.50
TW: 03.50
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: 99.50
TC: 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
8
0
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
-
0
+
0
8
0
+
0
0
SITE WALL
ANTICIPATED
WITH LIFT
ONE LODGE
PATIO
TC: 96.27
TC: 98.55
FFE:7999.10'
TW: 06.50
TW: 06.50
TW: 09.03
TW: 12.10
TC: 00.00
TC: 99.93
TC: 99.42
TC: 99.38
TW: 09.00
FL: 07.20
FG: 08.57
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: 06.50
FG: 09.29
TW: 09.50
TW: 09.50
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: 03.58
RIM: 05.28
RIM: 06.21
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
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
R
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U
C
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NO
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-
C
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0
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-
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-
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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
SECTION AT STA: 0+96.0
7994
7996
7998
8000
8002
8004
8006
7994
7996
8000
8004
0 10 200-10
SECTION AT STA: 1+59.0
7992
7994
7996
7998
8000
8002
8004
8006
8008
8010
8012
8014
8016
7992
7996
8000
8004
8008
8012
8016
0 10 200-10-20-30-40-50-60-70
SECTION AT STA: 1+70.0
7994
7996
7998
8000
8002
8004
8006
8008
8010
8012
8014
8016
8018
8020
8022
7994
7996
8000
8004
8008
8012
8016
8020
0 10 20 30 400-10
SECTION AT STA: 2+12.0
7994
7996
7998
8000
8002
8004
8006
8008
8010
8012
8014
8016
8018
8020
8022
8024
7994
7996
8000
8004
8008
8012
8016
8020
8024
0 10 20 30 40 50 600-10
SECTION AT STA: 2+25.0
7994
7996
7998
8000
8002
8004
8006
8008
8010
8012
8014
8016
8018
8020
8022
7994
7996
8000
8004
8008
8012
8016
8020
0 10 20 300-10
SECTION AT STA: 2+63.9
7992
7994
7996
7998
8000
8002
8004
8006
8008
7992
7996
8000
8004
8008
0 10 20 30 400-10
SECTION AT STA: 3+30.0
7986
7988
7990
7992
7994
7996
7998
8000
8002
8004
8006
7986
7988
7992
7996
8000
8004
0 10 20 300-10-20
SECTION AT STA: 2+39.2
7994
7996
7998
8000
8002
8004
8006
8008
8010
7994
7996
8000
8004
8008
0 10 200-10
PROPOSED TRENCH DRAIN
-4.9%
-0.8%-12.0%
-2.0%
TOP BACK OF CURB
ELEV = 7998.50
TOP BACK OF CURB
ELEV = 7999.74 TOP BACK OF CURB
ELEV = 8000.23
TOP OF WALL
ELEV = 8006.48
-2.0%
-0.6%
-2.0%
TOP BACK OF CURB
ELEV = 7999.56
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
EXISTING GRADE (TYPICAL)
PROPOSED GRADE (TYPICAL)
TOP BACK OF CURB
ELEV = 7998.86
-1.8%
-1.1%
-2.2%
-2.0%
-2.0%
TOP BACK OF CURB
ELEV = 7998.79
TOP BACK OF CURB
ELEV = 7998.72
TOP BACK OF CURB
ELEV = 7998.39
TOP BACK OF CURB
ELEV = 7998.44
TOP BACK OF CURB
ELEV = 7997.33
TOP OF WALL
ELEV = 7998.00
TOC
ELEV = 7994.23
TOP OF WALL
(FUTURE LIFT ONE LODGE)
ELEV = 7996.00
EXISTING GRADE
ELEV = 7994.09
TOP BACK OF CURB
ELEV = 7998.59
TOP BACK OF CURB
ELEV = 7997.90
-18.1
%
-1.0%
-2.1%
-1.0%
-0.6%
-1.0%
-2.0%
-6.3%-2.8%
-2.0%
-2.0%
-2.0%
TOP OF STEP
ELEV = 7998.55
-2.0%
PR
O
P
E
R
T
Y
L
I
N
E
0.1%
TOP OF WALL
ELEV = 8009.27
ENTRANCE TO PARKING GARAGE
ELEV = 7999.50
FFE @ MAIN ENTRANCE
ELEV = 7999.10
-2.0%
LANDSCAPE ISLAND
PROPOSED
4.00
DRAIN PAN
PROPOSED
4.00
DRAIN PAN
PROPOSED
5.00
CROSS WALK
PROPOSED
4.00
DRAIN PAN
-3.5%
UEL
UEL
ET ET ET ET
SAN
SAN
U
E
L
U
E
L
U
E
L
U
E
L
U
E
L
U
E
L
UE
L
UE
L
UE
L
UE
L
8''
SA
8''SA 8''SA 8''SA
8''
SA
8''
SA
8''SA 8''SA
SAN
TEL
TEL TEL
>
>
>
>
7990
8000
8010
7992
7994
7996
7998
8002
8004
8006
8008
8012
8014
8016
8016
8016
8018
8
0
0
0
80
0
0
80
0
0
79
9
8
79
9
8
80
0
2
8
0
0
2
8
0
0
2
8
0
1
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+13.9
7
PC: 3+35.29
PT: 0+97.05
PT: 3+06.34
PCC: 1+58.34
0
+
9
6
.
0
0
0
+
9
6
.
0
0
1+
5
9
.
0
0
1+
5
9
.
0
0
1+70.
0
0
1+70.00
2+1
2
.
0
0
2+12.00
2+
2
5
.
0
0
2+
2
5
.
0
0
2+
3
9
.
2
0
2+
3
9
.
2
0
2
+
6
3
.
8
7
2
+
6
3
.
8
7
3+30.00
3+30.00
1
1
1
1
3
3
3
3
5
5
5
5
-
0
+
0
8
0
+
0
0
7996
7998
SECTION 1 - 1
7988
7992
7996
8000
8004
0 10 200-10-20
SECTION 3 - 3
7988
7992
7996
8000
8004
8008
0 10 200-10-20
SECTION 5 - 5
7986
7988
7992
7996
8000
8004
8008
0 10 200-10-20
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 10'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 10'
SECTION VIEW SCALE:
HORZ: 1" = 10'
VERT: 1" = 10'
TOP OF WALL
(FUTURE LIFT ONE LODGE)
ELEV = 7995.50
TOP OF WALL
ELEV = 7998.00
TOP OF WALL
(FUTURE LIFT ONE LODGE)
ELEV = 7996.50
TOP OF WALL
ELEV = 7998.00
TOP OF WALL
(FUTURE LIFT ONE LODGE)
ELEV = 7997.50
TOP OF WALL
ELEV = 7998.00
-2.0%
-3.5%
-2.0%
-2.0%
-2.0%
-3.5%
-1.6%
-1.7%
-3.3%
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
20
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
C
H
H
A
U
S
NO
R
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L
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L
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CJB JKS
C.2.01
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
SECTIONS
10-10-2019 SD PRICING
PEDESTRIAN RAMP SECTIONSCUL-DE-SAC SECTIONS
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.
PROJECT NUMBER:15101.06
1
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
3-2-20203 DETAILED REVIEW
UEL
UEL
ET ET ET ET ET ET
U
E
L
U
E
L
U
E
L
U
E
L
U
E
L
U
E
L
UE
L
UE
L
UE
L
UE
L
TEL
TEL TEL
>
>
>
>
7990
8000
8010
7992
7994
7996
7998
8002
8004
8006
8008
8012
8014
8016
8016
8016
8018
8
0
0
0
80
0
0
80
0
0
79
9
8
7
9
9
8
80
0
2
8
0
0
2
8
0
0
2
8
0
1
0
0+
0
0
0+
1
0
0+
2
0
0
+
3
0
0
+
4
0
0
+
5
0
0
+
6
0
0
+
7
0
0
+
8
0
0
+
9
0
1
+
0
0
1
+
1
0
1
+
2
0
1
+
3
0
1
+
4
0
1
+
5
0
1
+
6
0
1
+
7
0
1
+
8
0
1
+
8
3
BP: 0+00.00
PI: 0+26.13
PI: 0+59
.
9
2
PI: 0+69
.
7
5
PC: 1+0
1
.
3
9
PRC
:
1
+
4
6
.
6
7
PT: 1+56.38
EP: 1+82.74
0+
0
0
0+
1
0
0+
2
0
0+
3
0
0+40 0+50 0+60 0+70 0+80 0+9
0
1+0
0
1+1
0
1
+
2
0
1
+
3
0
1
+
3
1
BP: 0+00.00
PI: 0+36.39
PI
:
0
+
8
6
.
5
5
PI:
1
+
1
0
.
9
3
EP: 1
+
3
0
.
7
7
-
0
+
0
8
0
+
0
0
7996
7998
PROFILE SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
EXISTING GRADE
PROPOSED GRADE
PROPOSED GRADEEXISTING GRADE
WEST SIDEWALK PROFILE
7988
7990
7995
8000
8005
8010
8015
8020
PROFILE SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
EX.
-16.0%
-16.4%
-2.0%
-1.4%
-1.4%
-8.3%-4.5%
0+00
79
8
9
.
4
79
9
3
.
4
0+50
79
9
6
.
9
79
9
7
.
4
4
80
0
0
.
4
79
9
9
.
9
5
1+00
80
0
2
.
4
80
0
0
.
9
8
80
0
8
.
1
80
0
0
.
8
8
1+50
80
1
0
.
5
80
0
0
.
1
1
80
1
5
.
3
79
9
9
.
6
7
1+83
80
1
6
.
7
79
9
9
.
9
1
-8.3%
-2.0%
5.00'
ADA RAMP @
GARAGE ENTRANCE
CROSSING
6.00'
ADA
WING
6.00'
ADA
WING
-2.9%
-4.7%
ADA
LANDING
-4.9%-2.0%
ADA
LANDING
SHADOW
MOUNTAIN
ACCESS
MATCH EXISTING SIDEWALK
STA: 0+26.50
ELEV= 7993.68'
PROFILE SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
EXISTING GRADE
PROPOSED GRADE
PROPOSED GRADEEXISTING GRADE
NORTH SIDEWALK PROFILE
7988
7990
7995
8000
8005
-15.3%
-2.0%
-4.9%
-4.9%
PROFILE SCALE:
HORZ: 1" = 10'
VERT: 1" = 5'
0+00
79
8
8
.
7
79
9
2
.
4
79
9
2
.
4
1
0+50
79
9
4
.
7
79
9
4
.
4
0
79
9
5
.
4
79
9
5
.
6
3
1+00
79
9
6
.
9
79
9
6
.
8
6
80
0
2
.
0
79
9
7
.
8
4
1+31
80
0
2
.
5
79
9
7
.
9
8
-2.7%
EX.
-15.5%
MATCH EXISTING SIDEWALK
FOR LIFT ONE LODGE
STA: 0+05.00
ELEV= 7989.45'
ADA
LANDING
EXISTING SURFACE (SECTION)
FINISHED GRADE (SECTION)
PROFILE LEGEND
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
20
WEST SIDEWALK ALIGNMENT
NORTH SIDEWALK ALIGNMENT
5'X5' LANDING
PED. RAMP
PED. RAMP
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
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N
,
C
O
L
O
R
A
D
O
W W W . S O P R I S E N G . C O M
F
e
b
2
5
,
2
0
2
0
-
3
:
0
2
p
m
G:
\
2
0
1
5
\
1
5
1
0
1
.
0
6
-
G
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C
.
2
.
0
0
-
C
.
2
.
0
1
C
U
L
-
D
E
-
S
A
C
P
P
&
S
E
C
1
5
1
0
1
.
0
6
.
d
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g
CJB JKS
C.2.02
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
10-10-2019 SD PRICING
CUL-DE-SAC
SIDEWALK
PLAN & PROFILE
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.
PROJECT NUMBER:15101.06
1
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
FUTURE WALL
(NOT PART OF THIS PROJECT)
3-2-20203 DETAILED REVIEW
RE. TO SHEET C.2.00
FOR CUL-DE-SAC
GRADING
S
W
I
T
C
H
G
E
A
R
R
E
C
L
O
S
E
R
X
F
R
M
R
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
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
80
2
0
802
0
80
3
0
80
3
0
804
0
804
0
80
5
0
80
5
0
80
6
0
8
0
6
0
80
7
0
8
0
7
0
LEVEL 3 PATIO
8020.5'
AREA DRAINS WITHIN
PATIO T.B.D.
TOC:
8
0
0
9
.
4
8
'
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: 35.50
TW: 37.00
T
W
:
3
7
.
5
0
TW: 37.50
TW: 42.50
T
W
:
4
2
.
5
0
T
W
:
4
4
.
5
0
T
W
:
4
4
.
5
0
TW: 44.50
TW
:
4
4
.
5
0
TW: 46.50
T
W
:
4
8
.
5
0
TW: 48.50
TW: 53.50
TW: 53.50
TW: 53.50
TW: 63.00
TW: 73.00
T
W
:
6
4
.
0
0
TW: 73.00
TW: 13.50
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
T
W
:
3
7
.
0
0
FG: 30.00
TC: 41.50
TC: 41.50 TC: 52.00
TC: 52.00
TC: 52.00
TC: 62.00
TC
:
0
9
.
0
0
TC: 00.00
FL: 13.60
FL: 10.33
RIM: 07.20
F
G
:
0
9
.
1
2
F
G
:
6
5
.
0
0
FG: 20.16
FG: 20.40
FG: 29.00
FG: 34.37
T
W
:
3
2
.
5
0
FG: 30.50
F
G
:
3
2
.
9
8
33.7%
31.
7
%
28
.
9
%
26.9
%
26.3%
12.6
%
T
W
:
3
5
.
5
0
TW: 32.50
T
W
:
3
5
.
5
0
FG: 50.51
LEVEL 3 ENTRANCE =
8020.5'
(AREA DRAIN ABOVE
STRUCTURE T.B.D.)
TW: 22.50
TW: 24.00T
W
:
2
2
.
5
0
F
G
:
3
0
.
2
6
6" STEP @ LEVEL 3
STEPS ALONG EDGE OF
P
A
T
I
O
T
O
ACCOMMODATE SUMM
E
R
G
R
A
D
E
S
FG: 29.50
30" MAX. WALL
TC: 99.33
TC: 99.33
TC: 99.50
TC: 99.50
TC: 99.10
TC: 99.10
FFE:7999.10'
FFE:7999.25'
FFE:7999.10'
FFE:7999.10'
TW
:
0
9
.
5
0
10.6%
10.6%FL: 22.86 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
3
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%16.5%33.1%
TC: 04.00
T
C
:
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: 16.30
T
W
:
2
0
.
5
0
T
W
:
2
0
.
5
0
T
W
:
2
5
.
5
0
TW: 25.50
TW: 26.50
TW
:
3
4
.
8
0
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: 43.05
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
:
1
5
.
8
0
FG: 09.98
FG: 15.50
FG
:
2
4
.
7
6
FG: 26.00 FG: 33.90 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
T
C
:
3
5
.
5
0
TC
:
3
9
.
0
0
T
C
:
3
9
.
0
0
TC: 39.00
T
C
:
4
6
.
5
0
T
C
:
4
6
.
5
0
T
C
:
4
8
.
0
0
T
C
:
5
2
.
0
0
TC: 52.00
TC
:
5
2
.
0
0
TC: 31.00
TC: 43.10
TC: 09.24
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
.
7
%
7
.
5
%
TW
:
2
4
.
0
0
TC: 20.50
TC:
3
1
.
0
0
T
C
:
3
1
.
0
0
TC: 62.00
RIM: 72.95
RIM: 72.95
RIM: 61.95
RIM: 61.95
RIM: 51.95RIM: 51.95
RIM: 51.95RIM: 41.45RIM: 41.45
RIM: 30.95
RIM: 30.95RIM: 30.95
PROPOSED ROOF LINE (TYP.)
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:8009.30'FFE:8009.40'
FFE:8021.00'
FFE:8031.00'FFE:8031.00'
FFE:8031.00'
FFE:8043.10'
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:8041.50'
FFE:8031.00'FFE:8031.00'
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 ROOF LINE (TYP.)
PROPOSED BUILDING FOOTPRINT 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
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
S
T
A
I
R
S
HATCH PATTERN REPRESENTS
1:1 SLOPE AND REQUIRES
SLOPE STABILIZATION
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: 51.25
RIM: 51.25RIM: 51.25
RIM: 51.95
RIM: 47.95
RIM: 46.45
RIM: 41.75
RIM: 41.25
RIM: 30.25
RIM: 30.95
RIM: 30.95
RIM: 27.25RIM: 20.95
8
0
6
7
.
7
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
DRAINAGE DIRECTION/SLOPE
SPOT ELEVATION
EXAMPLE: TOP OF CONCRETE @ 8000.00' =
BW = BOTTOM OF WALL
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
FL = FLOW LINE
GB = GRADE BREAK
HP = HIGH POINT
LP = LOW POINT
MATCH EX = MATCH EXISTING
TC = TOP OF CONCRETE
TP = TOP OF PAVERS
TW = TOP OF WALL
SPOT ELEVATION LEGEND
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
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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
TC
TC
TC
8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA
8
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SA
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SA
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SA
UEL
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L
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XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS
XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT XUT
XEL
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XG
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XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA
XUT
XUT
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x
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XSD
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S
8
0
0
0
8
0
1
0
79
9
2
79
9
4
79
9
6
79
9
8
8
0
0
2
80
0
4
80
0
6
80
0
8
8
0
1
2
80
1
4
80
1
6
8
0
1
8
804
0
80
5
0
800
8
80
1
0
801
4
80
1
6
801
8
8
0
2
0
8022
80
3
0
24.4%
3
2
.
6
%
8
.
5
%
29.
4
%
26
.
3
%
21.7
%
807
0
806
0
804
0
80
5
0
80
8
0
80
9
0
81
0
0
811
0
81
2
0
81
3
0
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?
8
0
0
0
801
0
80
2
0
80
3
0
80
4
0
80
5
0
80
6
0
8070
8080
809
0
8100
81100+
0
0
0+
5
0
1+0
0
1+50 2+00 2+50 3+00 3+50
4
+
0
0
4
+
5
0
5+
0
0
5+50
6+00
6+50 7+00 7+50 7+61
BP: 0+00.00
PC: 0+68.08
P
C
C
:
1
+
1
4
.
3
0
PT
:
1
+
6
9
.
6
5
PC
:
3
+
4
1
.
2
3
PT: 4
+
1
7
.
1
5
PC:
4
+
7
5
.
6
1
P
T
:
5
+
7
4
.
0
0
P
C
:
6
+
1
4
.
2
3
PT
:
6
+
2
9
.
1
1
EP
:
7
+
6
1
.
4
8
16' PROPOSED
GRAVEL ACCESS
ROAD
PROPOSED
AREA INLET
PROPOSED
AREA INLET
EXISTING DRY WELL &
ASSOCIATED STORM SYSTEM
TO BE ABANDONED
PROPOSED
STORM MH-D
PROPOSED
ELECTRIC
SPLICE VAULT
PROPOSED RE-ALIGNED
RUTHIE'S SEWER
SERVICE; RE. TO C.3.01
SKI WAY
20' WIDE FIRE ACCESS &
DRAINAGE EASEMENT
PROPOSED
AREA INLET
EXISTING MOUNTAIN ROAD
MATCH PROPOSED ACCESS TO EXISTING
LIFT TOWER #4
LIFT TOWER #6
CABLE GAUGE
EDGE-TELEMIX
CENTERLINE OF
LIFT ALIGNMENT
TOWER #5
PROPOSED TELEPHONE
PULL VAULT
PROPOSED TELEPHONE
PULL VAULT
PROPOSED SEWER
MANHOLE (TYP)
SKI WAY
PRIMARY ELECTRIC &
TELEPHONE REALIGNMENT
20' PRIVATE ACCESS
AND UTILITY EASEMENT
PROPOSED ELECTRIC
SPLICE VAULT
UTILITY EASEMENT.
RE: TO C3.00 & PLAT
MOUNTAIN ROAD PROFILE
7980
7990
8000
8010
8020
8030
8040
8050
8060
8070
8080
8090
8100
8110
8120
7980
7990
8000
8010
8020
8030
8040
8050
8060
8070
8080
8090
8100
8110
8120
0+00
80
0
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.
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80
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.
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79
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80
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79
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5
6
80
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.
5
80
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1
.
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80
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6
.
7
80
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.
6
6
80
0
9
.
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80
1
3
.
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0
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3
8
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80
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9
81
0
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0
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2
3
7+00
81
0
6
.
7
81
0
5
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81
1
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.
7
81
1
0
.
1
0
7+50
81
1
5
.
1
7+61
81
1
8
.
0
8.20%
20.00%
-2.80%
19.75%
GR
A
D
E
B
R
E
A
K
S
T
A
=
0
+
4
6
.
3
4
EL
E
V
=
7
9
9
7
.
2
1
GR
A
D
E
B
R
E
A
K
S
T
A
=
7
+
4
8
.
9
1
EL
E
V
=
8
1
1
4
.
8
3
PVI STA: 0+65.00
PVI ELEV: 7996.69
K: 1.36
LVC: 15.00
BV
C
S
:
0
+
5
7
.
5
0
BV
C
E
:
7
9
9
6
.
9
0
EV
C
S
:
0
+
7
2
.
5
0
EV
C
E
:
7
9
9
7
.
3
0
LOW PT. STA: 0+61.32
LOW PT ELEV: 7996.85
PVI STA: 2+20.18
PVI ELEV: 8009.41
K: 4.24
LVC: 50.00
BV
C
S
:
1
+
9
5
.
1
8
BV
C
E
:
8
0
0
7
.
3
6
EV
C
S
:
2
+
4
5
.
1
8
EV
C
E
:
8
0
1
4
.
4
1
PVI STA: 6+15.00
PVI ELEV: 8088.38
K: 220.00
LVC: 55.00
BV
C
S
:
5
+
8
7
.
5
0
BV
C
E
:
8
0
8
2
.
8
8
EV
C
S
:
6
+
4
2
.
5
0
EV
C
E
:
8
0
9
3
.
8
1
SUMMER ACCESS WILL REQUIRE TEMPORARY RAMP
NORT
H
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
030 30 60
30
12015
SCALE:
HORZ: 1"=30'
VERT: 1"=30'
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
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A
D
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W W W . S O P R I S E N G . C O M
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b
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6
,
2
0
2
0
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1
0
:
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0
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5
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5
1
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CJB JKS
C.2.04
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
MNT. ROAD
PLAN, PROFILE
& GRADING
10-10-20191 SD PRICING
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
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
SECTION AT STA: 1+00.0
7988
7992
7996
8000
8004
8008
8012
8016
8020
7988
7992
7996
8000
8004
8008
8012
8016
8020
0 10 200-10-20
SECTION AT STA: 1+25.0
7988
7992
7996
8000
8004
8008
8012
8016
8020
8024
7988
7992
7996
8000
8004
8008
8012
8016
8020
8024
0 10 20 300-10-20-30
SECTION AT STA: 1+50.0
7992
7996
8000
8004
8008
8012
8016
8020
8024
7992
7996
8000
8004
8008
8012
8016
8020
8024
0 10 20 300-10-20-30
SECTION AT STA: 1+75.0
7992
7996
8000
8004
8008
8012
8016
8020
8024
7992
7996
8000
8004
8008
8012
8016
8020
8024
0 10 20 300-10-20-30
SECTION AT STA: 2+00.0
7996
8000
8004
8008
8012
8016
8020
8024
8028
7996
8000
8004
8008
8012
8016
8020
8024
8028
0 10 20 300-10-20-30
SECTION AT STA: 2+25.0
8000
8004
8008
8012
8016
8020
8024
8028
8000
8004
8008
8012
8016
8020
8024
8028
0 10 20 300-10-20-30
SECTION AT STA: 2+50.0
8004
8008
8012
8016
8020
8024
8028
8032
8004
8008
8012
8016
8020
8024
8028
8032
0 10 200-10-20-30-40-50
SECTION AT STA: 2+75.0
8008
8012
8016
8020
8024
8028
8032
8036
8040
8008
8012
8016
8020
8024
8028
8032
8036
8040
0 10 200-10-20-30-40-50
SECTION AT STA: 3+00.0
8008
8012
8016
8020
8024
8028
8032
8036
8040
8044
8008
8012
8016
8020
8024
8028
8032
8036
8040
8044
0 10 20 300-10-20-30-40-50
SECTION AT STA: 3+25.0
8012
8016
8020
8024
8028
8032
8036
8040
8044
8048
8012
8016
8020
8024
8028
8032
8036
8040
8044
8048
0 10 200-10-20-30-40-50
SECTION AT STA: 3+50.0
8016
8020
8024
8028
8032
8036
8040
8044
8048
8052
8016
8020
8024
8028
8032
8036
8040
8044
8048
8052
0 10 20 300-10-20-30-40-50
SECTION AT STA: 4+00.0
8032
8036
8040
8044
8048
8052
8056
8060
8032
8036
8040
8044
8048
8052
8056
8060
0 10 20 300-10
SECTION AT STA: 4+25.0
8036
8040
8044
8048
8052
8056
8060
8064
8036
8040
8044
8048
8052
8056
8060
8064
0 10 20 300-10
SECTION AT STA: 4+50.0
8044
8048
8052
8056
8060
8064
8068
8072
8044
8048
8052
8056
8060
8064
8068
8072
0 10 200-10
SECTION AT STA: 4+75.0
8048
8052
8056
8060
8064
8068
8072
8076
8080
8048
8052
8056
8060
8064
8068
8072
8076
8080
0 100-10-20
SECTION AT STA: 5+00.0
8052
8056
8060
8064
8068
8072
8076
8080
8084
8052
8056
8060
8064
8068
8072
8076
8080
8084
0 10 20 30 40 500-10-20
SECTION AT STA: 5+25.0
8060
8064
8068
8072
8076
8080
8084
8088
8092
8060
8064
8068
8072
8076
8080
8084
8088
8092
0 10 20 300-10-20
SECTION AT STA: 5+50.0
8064
8068
8072
8076
8080
8084
8088
8092
8096
8100
8064
8068
8072
8076
8080
8084
8088
8092
8096
8100
0 10 20 30 400-10-20
SECTION AT STA: 5+75.0
8068
8072
8076
8080
8084
8088
8092
8096
8100
8104
8108
8068
8072
8076
8080
8084
8088
8092
8096
8100
8104
8108
0 10 20 30 40 500-10-20
SECTION AT STA: 6+00.0
8072
8076
8080
8084
8088
8092
8096
8100
8104
8108
8112
8072
8076
8080
8084
8088
8092
8096
8100
8104
8108
8112
0 10 20 30 40 500-10
SECTION AT STA: 6+25.0
8080
8084
8088
8092
8096
8100
8104
8108
8112
8080
8084
8088
8092
8096
8100
8104
8108
8112
0 10 20 30 400-10
SECTION AT STA: 6+50.0
8084
8088
8092
8096
8100
8104
8108
8112
8116
8084
8088
8092
8096
8100
8104
8108
8112
8116
0 10 20 30 400-10
SECTION AT STA: 6+75.0
8088
8092
8096
8100
8104
8108
8112
8116
8120
8124
8128
8088
8092
8096
8100
8104
8108
8112
8116
8120
8124
8128
0 10 20 30 40 500-10
SECTION VIEW SCALE:
HORZ: 1" = 20'
VERT: 1" = 20'
EXISTING GRADE (TYP)
PROPOSED GRADE (TYP)
16.00'
ROAD
(TYP)
1.5' DEEP DITCH
WITH 3:1 SIDE SLOPES
(TYP)
-3.6:1
-2.8:1
-2.4:1
-2.3:1
-2.0:1
-2.0
:
1
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0
:
1
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0
:
1
-2.
0
:
1
-2.
0
:
1
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:
1
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-2.0
:
1
-2.0:1
-2.
0
:
1 -2.0:1
-2.
0
:
1 -2.0:1
-2.
0
:
1
-2.0:1
-2.0
:
1
-2.0:1
-4.0%
6
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W
L
6
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SWITCH
GEAR
RECLOSER
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>
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>
>
>
>
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12"
6"
debris flow wall
top of wall 4-FT MIN. ABOVE GRADE
50-FT LONG
TEL
TEL
TEL
TEL
>>>>>>>>
6
'
'
W
L
CON
N
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C
T
T
O
EX. 6"
&
RE-AL
I
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N
F
O
R
DRY
H
Y
D
R
A
N
T
6''
WL
6''
WL
6''
WL
XEL
XEL
XEL
XEL
XEL
XEL
XUT
X
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T
XUT
X
U
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XG
A
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XU
T
XU
T
XU
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X
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XU
T
XUT
XUT
XU
T
XEL
XEL
XEL XEL
X
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L
XE
L
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L
XE
L
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XEL
XE
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X
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XEL
XEL
XGA
S
X
G
A
S
XW
L
X
W
L
XW
L
XW
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XU
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XU
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XU
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XU
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XU
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XU
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XU
T
XU
T
XUT
XUT
XUT
XUT
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T
XU
T
XU
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XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
X
U
T
XEL
XWL
XWL
XWL
XWL
XWL
XWL
X
W
L
X
W
L
X
W
L
X
W
L
XW
L
8010
8004
8006
8008
8012
8014
8016
8018
80
4
0
8050
80
0
8
8010
80
1
4
80
1
6
80
1
8
8020
80
2
2
8030
24
.
4
%
32.6%
8.5%
29
.
4
%
26
.
3
%
21
.
7
%
8
0
7
0
8
0
6
0
80
4
0
80
5
0
8090
8100
8
1
1
0
812
0
813
0
EX
I
S
T
I
N
G
R
O
A
D
CONNECT WITH EXISTING
MOUNTAIN ROAD
800
0
8
0
1
0
802
0
803
0
8040
805
0
806
0
8
0
7
0
8
0
8
0
8
0
9
0
8
1
0
0
8
1
1
0
0+00
0+50
1
+
0
0
1
+
5
0
2
+
0
0
2
+
5
0
3
+
0
0
3+
5
0
4+0
0
4+5
0
5+0
0
5
+
5
0
6
+
0
0
6
+
5
0
7
+
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7
+
5
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6
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P
:
0
+
0
0
.
0
0
P
C
:
0
+
6
8
.
0
8
PCC:
1
+
1
4
.
3
0
PT: 1+69.65
PC: 3+41.23
P
T
:
4
+
1
7
.
1
5
P
C
:
4
+
7
5
.
6
1
PT: 5+7
4
.
0
0
PC: 6+
1
4
.
2
3
PT: 6+29.11
EP: 7+61.48
1
+
0
0
.
0
0
1
+
0
0
.
0
0
1
+
2
5
.
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1
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+
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+
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+
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0
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0
3
+
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5
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0
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3
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5
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0
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5
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0
0
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5
0
.
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0
4+0
0
.
0
0
4+0
0
.
0
0
4+2
5
.
0
0
4+2
5
.
0
0
4+5
0
.
0
0
4+5
0
.
0
0
4+7
5
.
0
0
4+7
5
.
0
0
5+0
0
.
0
0
5+0
0
.
0
0
5+
2
5
.
0
0
5+
2
5
.
0
0
5
+
5
0
.
0
0
5
+
5
0
.
0
0
5
+
7
5
.
0
0
5
+
7
5
.
0
0
6
+
0
0
.
0
0
6
+
0
0
.
0
0
6
+
2
5
.
0
0
6
+
2
5
.
0
0
6
+
5
0
.
0
0
6
+
5
0
.
0
0
6
+
7
5
.
0
0
6
+
7
5
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0
0
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+
0
0
.
0
0
7
+
0
0
.
0
0
7
+
2
5
.
0
0
7
+
2
5
.
0
0
7
+
4
8
.
0
0
7
+
4
8
.
0
0
EXISTING ROAD
CONNECT WITH EXISTING
MOUNTAIN ROAD
2
2
'
±
34.52
2+00
2+
5
0
PC: 1+13.97
PCC: 1+58.34
1
+
5
9
.
0
0
1+
7
0
.
0
0
2+12.
0
0
2+12.00
2+2
5
.
0
0
2+2
5
.
0
0
2+
3
9
.
2
0
2+
3
9
.
2
0
2
+
6
3
.
8
7
2
+
6
3
.
8
7
PT: 1+56.
3
8
1
+
3
0
1
+
3
1
EP: 1+3
0
.
7
7
3+50 4+00
4+32
3334
34
35
35
36
36
37
37
38
38
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
030 30 60
30
12015
SECTION SCALE:
1" = 20'
(VERT. & HORZ)
NO
R
T
H
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
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H
H
A
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S
NO
R
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2
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5
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P
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1
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0
6
.
d
w
g
CJB JKS
C.2.05
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
MOUNTAIN
ROAD
SECTIONS
10-10-20191 SD PRICING
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
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.ALL GRADES EXCEEDING 3:1 SLOPE REQUIRE EROSION CONTROL MAT
2.PROPOSED ROADSIDE SWALE REQUIRES EROSION CONTROL MAT
3-2-20203 DETAILED REVIEW
SECTION 2 - 2
7988
7992
7996
8000
8004
8008
8012
8016
8020
8024
8028
0 10 200-10-20
SECTION 3 - 3
7992
7996
8000
8004
8008
8012
8016
8020
8024
8028
0 10 200-10-20
SECTION 4 - 4
7992
7996
8000
8004
8008
8012
8016
8020
8024
8028
8032
0 10 200-10-20
SECTION 5 - 5
8000
8004
8008
8012
8016
8020
8024
8028
8032
0 10 200-10-20
SECTION 6 - 6
8000
8004
8008
8012
8016
8020
8024
8028
8032
0 10 200-10-20
SECTION 7 - 7
8000
8004
8008
8012
8016
8020
8024
8028
8032
0 10 200-10-20
SECTION 8 - 8
8000
8004
8008
8012
8016
8020
8024
8028
8032
8036
0 10 200-10-20
SECTION 9 - 9
8000
8004
8008
8012
8016
8020
8024
8028
8032
8036
0 10 200-10-20
SECTION 10 - 10
8000
8004
8008
8012
8016
8020
8024
8028
8032
8036
0 10 200-10-20
SECTION 11 - 11
8008
8012
8016
8020
8024
8028
8032
8036
8040
0 10 200-10-20
SECTION 12 - 12
8008
8012
8016
8020
8024
8028
8032
8036
8040
0 10 200-10-20
SECTION 13 - 13
8012
8016
8020
8024
8028
8032
8036
8040
0 10 200-10-20
SECTION 14 - 14
8020
8024
8028
8032
8036
8040
8044
8048
0 10 200-10-20
SECTION 15 - 15
8024
8028
8032
8036
8040
8044
8048
8052
8056
8060
0 10 20 300-10-20
SECTION 16 - 16
8020
8024
8028
8032
8036
8040
8044
8048
8052
8056
0 10 200-10-20
SECTION 17 - 17
8020
8024
8028
8032
8036
8040
8044
8048
8052
0 10 200-10-20
SECTION 18 - 18
8024
8028
8032
8036
8040
8044
8048
8052
8056
0 10 200-10-20
SECTION 19 - 19
8028
8032
8036
8040
8044
8048
8052
8056
8060
8064
0 10 200-10-20
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
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
0 10 200-10-20
SECTION 29 - 29
8048
8052
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
8028
0 10 200-10-20
WEST SWALE
(TYPICAL)
RE. TO NOTES
-50.0
%
(TYP)
-1.0
:
1
-1.0
:
1
-1.0
:
1
-1.0
:
1
-1.0
:
1
2.30' DEPTH
(TYPICAL)
RE. TO NOTE 3
SECTION 33 - 33
8056
8060
8064
8068
8072
8076
8080
8084
8088
0 10 200-10-20
SECTION 34 - 34
8060
8064
8068
8072
8076
8080
8084
8088
0 10 200-10-20
SECTION 35 - 35
8056
8060
8064
8068
8072
8076
8080
8084
8088
0 10 200-10-20
SECTION 36 - 36
8052
8056
8060
8064
8068
8072
8076
8080
8084
8088
0 10 200-10-20
SECTION 37 - 37
8048
8052
8056
8060
8064
8068
8072
8076
8080
8084
8088
0 10 200-10-20
SECTION 38 - 38
8052
8056
8060
8064
8068
8072
8076
8080
8084
8088
0 10 200-10-20
EROSION CONTROL &
SLOPE STABILITY
PROTECTION REQ.
RE. TO NOTES
8065.5
1.
5
%
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8000
8010
8002
8004
8006
8008
8012
8014
8016
8018
50
.
0
%
99.9%
-0
+
0
8
0+
0
0
0+
5
0
1+
0
0
1
+
5
0
2
+
0
0
2+
5
0
3+00
3+50
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
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8
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22
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25
26
262
7
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8
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8
29
29
30
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31
32
32
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8010
8020
8
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8004
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8008
8012
80
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80
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8028
80
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3
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4
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0
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51.0%
50.3%
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7
%
17.5
%
31
.
3
%
6
.
2
%
14
.
5
%
FG:???'
FL:8070.63'
RIM:8009.09'
57.9%
HATCH PATTERN
REPRESENTS 1:1
SLOPE AND
REQUIRES SLOPE
STABILIZATION
WEST SIDE SWALE PROFILE
8005
8010
8020
8030
8040
8050
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8070
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-2.6%
-30.6%
-10.3%-2.0%
18" DEEP SWALE WITH
12" WIDE BOTTOM AND
3:1 (MAX) SIDE SLOPES.
INSTALL SCOUR STOP OR
APPROVED EQUAL
ALONG FLOWLINE OF
SWALE FOR EROSION
PROTECTION.
(TYPICAL)
-33.3%
-10.6%
FLOWLINE OF WEST
SWALE; REFER TO NOTES
ON THIS SHEET
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
SECTION SCALE:
1" = 20'
(VERT. & HORZ)
NO
R
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H
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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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 MAT REQUIRED ALONG FLOWLINE AND SIDE SLOPES OF SWALE.
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
>>>>>>>>>>>
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0
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3
0
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4
0
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5
0
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0
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0
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0
808
0
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9
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2
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80
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0
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
LEVEL 4
PATIO
LEVEL 4
PATIOLEVEL 4
PATIO
LEVEL 5
PATIO
PLANTER
PROPOSED ROOF LINE (TYP.)
PROPOSED BUILDING (TYP.)
WEST SWALE
(RE. TO SHEET C.2.06)
STAIRS
ST
A
I
R
S
LOT 2
LOT 1
LOT 1
S. ASPEN ST. ROW
MOUN
T
A
I
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Q
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LOT 2
LI
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SHADOW MOUNTAIN
SUBDIVISION
BA
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LOT 1
LOT 2
SOUTH ASPEN
STREET
SUBDIVISION
SHADOW
MOUNTAIN
VILLAGE
HI
L
L
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RO
W
HI
L
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R
O
W
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
HI
L
L
S
T
R
E
E
T
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O
W
MOUNT
A
I
N
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N
PIONEER GULCH
WEST SWALE
DEBRIS FLOW PATH & DEPTH
MEASUREMENT FROM FLOWLINE
OF SWALE; RE. TO C.2.06 FOR
SWALE SECTIONS
*APPROXIMATE
WESTERN SOURCE OF
DEBRIS FLOW
*
APPROXIMATE
EASTERN SOURCE OF
DEBRIS FLOW
TW: 36.50
TW: 26.66TW: 16.26TW: 09.64
TW: 40.00
TW: 46.50 TW: 53.50
TW: 73.00
TC: 35.49
FL: 33.19
FL: 32.52
FL: 23.65
FL: 13.54
FL: 07.21
FL: 66.67
FL: 49.97
FL: 40.60
DEBRIS FLOW WALL
(BY OTHERS)
APPROXIMATE MUDFLOW PATH
SPOT ELEVATION
EXAMPLE: TOP OF CONCRETE @ 7900.00' =
FL = FLOW LINE
TC = TOP OF CONCRETE
TW = TOP OF WALL
SPOT ELEVATION LEGEND
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
30
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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CJB JKS
C.2.07
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
MUDFLOW
MITIGATION
PLAN
NOTES:
1.EXISTING CONTOURS ILLUSTRATED HEREIN ARE AT 2 FT INTERVAL.
2.PROPOSED CONTOURS ARE AT 2 FT INTERVALS.
3.REFER TO GORSUCH HAUS MUDFLOW ANALYSIS DATED JANUARY 14, 2020
4.MUDFLOW MITIGATION WALL EXTENDING 2.3' MIN. ABOVE FINAL GRADES (MEASURED FROM FLOWLINE OF WEST SWALE)
REQUIRED ALONG WESTERN SIDE OF BUILDING. NO MITIGATION REQUIREMENTS ALONG EAST SIDE OF PROPOSED
BUILDING
5.UNDER THE INTERIM CONDITION (GORSUCH PROJECT WITHOUT LIFT ONE LODGE MOVING FORWARD), A DEBRIS FLOW
WALL WILL BE REQUIRED AT THE EASTERN SIDE OF HILL STREET ROW AS ILLUSTRATED HEREIN.
6.OPENINGS (PRIMARILY DOORS & WINDOWS) SHALL BE PLACED 3 FEET ABOVE THE MUDFLOW ELEVATION FOR ALL WALLS
THAT WILL HAVE DIRECT IMPACT FORCES FROM MUDFLOW AND DEBRIS AND 2 FEET ABOVE THE MUDFLOW ELEVATIONS
FOR ALL WALLS IMPACTED BY MUDFLOWS MOVING LATERALLY OR ARE IN THE SHADOW OF TEH UP-FAN BUILDINGS.
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
XX: XX.XX
TC: 00.00
3-2-20203 DETAILED REVIEW
WL SVC WL SVC
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
6''WL
6''WL
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''
S
A
8''
S
A
8''
S
A
8''
S
A
8''
S
A
8''
S
A
8''
S
A
8''
S
A
U
E
L
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET
ET ET
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ET
ET
ET
ET
U
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L
U
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L
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UEL
UEL
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GAS
GAS
G
A
S
G
A
S
G
A
S
GAS
GAS
GAS
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
GA
S
GA
S
GA
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GA
S
GA
S
GAS
GAS GAS
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C
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A
R
R
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C
L
O
S
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R
X
F
R
M
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S
A
N
S
A
N
S
A
N
S
A
N
GAS GA
S
GAS GAS GAS GAS GAS
UEL
UEL
UEL
UEL
UE
L
UEL UEL UEL UEL
S
A
N
S
A
N
8''
SA
8'
'
SA
8
'
'
S
A
8''
SA
8
'
'
SA
8
'
'
SA
8''
SA
8''
SA
UEL
UE
L
S
A
N
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
T
E
L
TE
L
T
E
L
T
E
L
T
E
L
T
E
L
6''
WL
6''WL
6'
'
WL
6'
'
WL
6'
'
WL
XG
A
S
XG
A
S
XG
A
S
MONARCH STREET
S. ASPEN STREET
SHADOW MOUNTAIN VILLAGE
MOUN
T
A
I
N
Q
U
E
E
N
PROPOSED
LIFT ONE
LODGE
XEL
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XGAS XGAS
XEL XEL XEL
uc
ucuc
XE
L
XE
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uu
XT
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XU
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XUT
XUT XUT XUT XUT XUT XUT
XSD
XSD
XSD
XEL
XE
L
XEL
X
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L
X
E
L
X
E
L
X
E
L
XE
L
XE
L
XU
T
XUT
XU
T
XU
T
XGAS
XUT
XUT
XUT
XUTXUT
X
U
T
X
U
T
XUT
XEL
XEL
XE
L
XE
L
X
E
L
X
E
L
XEL
XELXELXELXEL
XEL
XEL
XEL
X
E
L
X
E
L
X
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L
XEL
XEL
XEL
XELXELXEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL XEL XEL
XE
L
XE
L
XE
L
XE
L
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XELXEL
XEL
XELXELXEL
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XU
T
XU
T
XG
A
S
XG
A
S
XG
A
S
XG
A
S
XG
A
S
XG
A
S
XGAS
XG
A
S
XE
L
XE
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XWL XWL
XUTXUTXUTXUTXUTXUTXUTXUTX
U
T
X
U
T
XU
T
X
U
T
XUT
XUTXUTXUTXUTXUTXUTXUTXUT
XUT
XUT
XUT
XEL
XU
T
XU
T
X
E
L
XS
A
XSA
XS
A
X
S
A
XGAS XGAS XGAS XGAS XGAS XGAS
XGAS
XG
A
S
X
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A
S
X
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A
S
X
G
A
S
XG
A
S
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XWL
XTV
XTV
X
T
V
X
U
T
X
U
T
XT
V
XT
V
XUT
XUT
XUT
XUT
XUT
XUT
XUT
X
U
T
X
U
T
XUT
XUT
XUT
XUTXUTXUTXUTXUTXUT
XU
T
XU
T
XU
T
XT
V
XE
L
XEL
XEL
XEL XEL
XE
L
XELXELXELXELXELXELXELXELXEL
XEL XEL XEL XEL XEL XEL
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XTVXTV
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XT
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XT
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XU
T
XUT
X
S
D
XSD XSD XSD
XSD XSD XSD XSD XSD
XSA XSA XSA XSA XSA XSA XSA
XWL XWL XWL XWL XWL
XGAS
X
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A
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XGAS
XGAS
XGAS
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XGAS
XGAS
XGAS
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XSD
XSD
XSA XSA XSA XSA
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XWL
XWL
XWL
XWL
XWL
XWLXWLXWLXWLXWLXWL
XWLXWLXWLXWLXWLXWLXWL
XT
V
XT
V
XUT XUT XUT
XSD
XUT
XG
A
S
XT
V
XUT XUT XUT
XGASXGASXGASXGAS
PROPOSED 20.0'
ACCESS & UTILITY
EASEMENT
RE: TO PLAT
6.5'
PROPOSED
UTILITY
ESMNT.
30' WATER
EASEMENT
PROPOSE
D
U
T
I
L
I
T
Y
EASEME
N
T
RE. TO PL
A
T
S. MONARCH
SU
M
M
I
T
LOCATION OF EX. TRANSFORMER
3130 P2
EXISTING SWITCH GEAR AND
RECLOSER TO BE RELOCATED AS
ILLUSTRATED HEREIN
EXISTING SPLICE
VAULT TO BE
ABANDONED
LOCATION OF RECENTLY INSTALLED
SPLICE VAULT
RE-ROUTE PRIMARY FEEDS FROM THIS
LOCATION AS ILLUSTRATED HEREIN
PROPOSED PRIMARY
ELECTRIC & TELE.
RE-ALIGNMENT
PROPOSED INTERMEDIATE SPLICE VAULT FOR
ELEC. PRIMARY RE-ROUTE
EXISTING TRANSFORMER (3128 P1) SERVING SHADOW
MOUNTAIN TOWNHOMES TO BE ABANDONED UPON THE
COMPLETION OF RE-ESTABLISHING SECONDARY ELECTRIC
SERVICE FROM THE TRANSFORMER (3130 P2) LOCATED AT
SOUTHEAST CORNER OF S. ASPEN STREET SUBDIVISION. THE
NEW SECONDARY FEEDS WILL BE WORKED DIRECTLY INTO THE
EXISTING MDP PANEL OR MAY NEED TO BE SPLICED IN AN
IN-GRADE ELECTRICAL BOX ADJACENT TO THE 3128
TRANSFORMER.
RE. TO BLOWUP OF
PROPOSED UTILITY
LAYOUT; THIS SHEET
PROPOSED LIFT ALIGNMENT
EXISTING ELECTRIC SWITCH
GEAR TO BE RELOCATED TO
EAST SIDE OF BUILDING AS
ILLUSTRATED HEREIN
EXISTING SECONDARY UTILITY
FEEDS TO BE ABANDONED
UPON COMPLETION OF
RELOCATION
PROPOSED RE-ALIGNMENT
OF EXISTING PRIMARY
ELECTRIC FEED
PROPOSED 6" WATER SERVICE
(RE. TO C.3.02.
FINAL SIZE TO BE CONFIRMED AT
TIME OF BUILDING PERMIT)
PROPOSED 8" SEWER
SERVICE;
(RE. TO C.3.02)
PROPOSED RE-ALIGNMENT OF
RUTHIE'S SEWER 8" SEWER SERVICE;
RE. TO SHT C.3.01 FOR PROFILE
PROPOSED 16" WATER MAIN
ALIGNMENT; RE. TO SHT C.3.03
& C.3.04 FOR PLAN & PROFILE
PROPOSED OFFSITE
STORM SYSTEM
RE. TO C.4.05
PROPOSED
GAS
RE-ALIGNMENT
PROPOSED CABLE & TELE
SERVICE ALIGNMENT
APPROX. LOCATION TO INTERCEPT
EXISTING 8" RUTHIE'S SANITARY
SEWER SERVICE AND RE-ALIGN
PROPOSED
STORMWATER
TREATMENT VAULT #1
FOOTPRINT OF BELOW
GRADE STRUCTURE
LOCATE AND RE-ROUTE EXISTING GAS SERVICE TO SHADOW
MOUNTAIN TOWNHOMES (RE-ESTABLISHED ALIGNMENT MAY
REQUIRE DIRECTIONAL BORING TO MINIMIZE IMPACTS TO
EXISTING TREES)
CONNECT TO EXISTING SEWER MAIN WITH
4' DIA. MANHOLE AND SOLID SLEEVE
CONNECTION TO EXISTING LINES
PROPOSED DRY
HYDRANT LOCATION
PROPOSED DRY
HYDRANT LOCATION
EXISTING HYDRANT
LOCATION
PROPOSED 6" DRY HYDRANT LINE TO
BE USED AS DRY HYDRANT FEEDER
FOR MT. QUEEN. DRAIN LINE TO BE
ROUTED TO PROPOSED MANHOLE;
RE. TO C.3.03
EXTEND EXISTING
WATER LINE TO
PROPOSED
TERMINUS DRY
HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED SANITARY
SEWER SERVICE 2-WAY
CLEANOUT
EXISTING PRIMARY &
SECONDARY UTILITY FEEDS TO
BE ABANDONED UPON
COMPLETION OF RELOCATION
SCREEN WALLS WITH
REMOVABLE GRATE ABOVE
SETBACK
LINE (TYP)
EXISTING
TRANSFORMER 3128P2
LOCATION, DEPTH AND SIZES OF
EXISTING TELEPHONE & GAS MAINS
TO BE CONFIRMED IN THE FIELD
PRIOR TO CONSTRUCTION
PROPOSED
SUBSURFACE SPLICE
VAULT
PROPOSED TELE.
SPLICE/PULL VAULT
PROPOSED TELE. PULL
VAULT
RE-CONNECT MT. QUEEN WATER
SERVICE
PROPOSED WATER
TREATMENT VAULT
SECONDARY ELECTRIC SERVICE TO RE-ESTABLISH SERVICE
TO SHADOW MOUNTAIN TOWNHOMES (3) 3-INCH RACE
WAY. (FINAL ALIGNMENT TO BE DETERMINED & MAY
REQUIRE DIRECTIONAL BORING TO MINIMIZE IMPACTS TO
EXISTING TREES)
CONNECT RE-ROUTE ELECTRIC PRIMARY TO
EXISTING ELEC. SPLICE VAULT. LOCATION OF
EX. VAULT TO BE CONFIRMED IN THE FIELD
PRIOR TO CONSTRUCTION
S
W
I
T
C
H
G
E
A
R
R
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C
L
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S
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X
F
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UELUELUELUELUELUEL
U
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UEL
U
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L
UEL UEL UEL
FG: 09.76
T
W
:
1
8
.
0
0
T
W
:
1
8
.
0
0
T
W
:
2
2
.
0
0
T
W
:
2
2
.
0
0
TW: 22.00
F
G
:
0
9
.
9
2
F
G
:
1
0
.
2
3
T
C
:
1
1
.
0
0
T
C
:
1
5
.
2
5
T
C
:
1
5
.
7
5
F
G
:
1
3
.
9
2
F
G
:
1
4
.
3
6
FG: 14.74
FG: 20.15
FG: 14.74
PROPOSED RELOCATED SWITCH GEAR;
FRONT DOORS FACING NORTH & REAR
DOORS FACING SOUTH; SITS ON 8'x7' VAULT
SCREEN WALLS WITH
REMOVABLE GRATE ABOVE
PROPOSED RELOCATED RECLOSER
W/ DOORS ORIENTED TO THE EAST;
SITS ON 7'x7' VAULT
PROPOSED 1500KVA 3-PHASE
TRANSFORMER FOR PROJECT
DOORS ORIENTED TO THE EAST
SITS ON 7'x7' VAULT
PROPOSED EDGE OF BUILDING
5.5' SWITCH
GEAR DIM.
10.0'
MIN.
4.0'
MIN.
4.0'
MIN.
4.0'
MIN.
10.0'
MIN.
4.0'
MIN.
4.0'
MIN.4.0'
MIN.
FG: 10.39
T
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:
1
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0
0
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:
1
8
.
0
0
T
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:
2
2
.
0
0
F
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:
1
4
.
9
6
F
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:
1
5
.
4
9
F
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:
1
1
.
0
8
T
W
:
1
8
.
0
0
T
W
:
2
2
.
0
0
TW: 22.00
F
G
:
1
0
.
0
2
F
G
:
1
0
.
1
4
F
G
:
1
0
.
5
1
F
G
:
1
0
.
2
2
F
G
:
1
4
.
0
9
F
G
:
1
4
.
6
3
F
G
:
1
5
.
0
0
F
G
:
1
5
.
0
1
F
G
:
1
4
.
4
5
F
G
:
1
4
.
5
3
F
G
:
1
4
.
8
5
F
G
:
1
5
.
2
1
F
G
:
0
9
.
4
6
F
G
:
0
6
.
9
6
F
G
:
0
6
.
2
2
PROPOSED GATES AT OPENING. GATES TO
OPEN COMPLETELY SO NOT TO INHIBIT
FUTURE ACCESS
PROPOSED GATES AT OPENING. GATES TO
OPEN COMPLETELY SO NOT TO INHIBIT
FUTURE ACCESS
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE6''WL
16'' WL
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UE
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING LIGHT POLE
EXISTING SIGN
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING ELEC, TELE, CABLE, GASXETGC
EXISTING GAS
XETC XETC
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
EXISTING ELEC, TELE, CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
NORTH
XSD XSD
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
030 30 60
30
12015
LEGEND: PROPOSED UTILITIES
ELECTRIC VAULT LAYOUT DETAIL SCALE: 1" = 5'
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
15101.06
GO
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CJB JKS
C.3.00
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
MASTER
CONCEPTUAL
UTILITY PLAN
10-10-20191 SD PRICING
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
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.
1.ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL
BE CONFIRMED AND COORDINATED WITH THE UTILITY PROVIDER PER UTILITY AGREEMENTS.
2.ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF
ROCKS >1 1/2" Ø. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING, AND/OR SUITABLE
ONSITE MATERIAL. INSTALL PER UTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES
WITH SUITABLE ONSITE MATERIALS. MINIMUM COMPACTION 95% IN PAVED AREAS.
3.GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE
INSTALLED A MINIMUM 10' FROM WATER SERVICES AS FEASIBLE. COMMUNICATIONS MAY BE
INSTALLED IN COMBINED TRENCHES PER CONSTRUCTION FEASIBILITY AS LONG AS MINIMUM
SEPARATION DISTANCES AND DEPTHS OF BURY ARE MAINTAINED. INSTALL WARNING TAPE
OVER ALL UTILITY LINES.
UTILITY SERVICE MINIMUM DEPTH
WATER--------------------------------7.0'
SEWER--------------------------------5.0'
ELECTRIC----------------------------4.0'
CABLE TV----------------------------3.0'
PHONE--------------------------------3.0'
GAS----------------------------------- 3.0'
1.CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE EXISTING
UTILITIES WITH THE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING,
BEDDING, AND BACKFILL WORK NECESSARY FOR UTILITY RELOCATION.
2.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF
CONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE
PRIOR CONSENT OF THE PROPERTY OWNER(S) INVOLVED.
3.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS,
LOCATES OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD
LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL
FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY
COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.
4.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY
COMPANY PRIOR TO CONSTRUCTION.
GENERAL UTILITY NOTES:SHALLOW UTILITY NOTES:
NOTES:
1.POWER TO THE RECLOSER WILL BE SUPPLIED FROM THE PROJECT
TRANSFORMER;
2.AN ANTENNA WILL BE REQUIRED FOR THE SWITCH GEAR AND RECLOSER TO
COMMUNICATE WITH THE EXISTING RECEIVER THAT IS LOCATED FURTHER UP
MOUNTAIN ROAD ("KLEENEX CORNER"). A CLEAR LINE OF SIGHT WILL BE
NEEDED BETWEEN THE ANTENNA AND EXISTING RECEIVER. LOCATION OF
ANTENNA TO BE COORDINATED AND CONFIRMED WITH HOLY CROSS ENERGY
PRIOR TO BUILDING PERMIT APPLICATION;
3-2-20203 DETAILED REVIEW
WL SVC WL SVC WL SVC
TC
TC
TC
TC
TC
16
'
'
WL
16
'
'
WL
16
'
'
WL
16
'
'
WL
16
'
'
WL
16
'
'
WL
16
'
'
WL
16
'
'
WL
16
'
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WL
16''
WL
16''
WL
16''
WL
16''
WL
16''
WL
16
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WL
16
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WL
16
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16
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16
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U
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S
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GAS GA
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UEL
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UEL UEL UEL UEL UEL UEL UEL
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A
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S
A
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4''
WL
UELUE
L
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L
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A
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XGAS
XGAS
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XGAS
XGAS
XGAS
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XGAS
XGAS
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XGAS
XGAS
XGAS
XGAS
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XGAS
XUT
XUT
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XUT
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XUT
XUT
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XEL
XEL
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TEL
>
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6''
WL
6''WL
6''WL
6''WL
6'
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WL
6'
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WL
6'
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WL
6'
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WL
XG
A
S
XG
A
S
XG
A
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XG
A
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XG
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0+
0
0
0
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5
0
1
+
0
0
1
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1
0
0
+
0
0
0
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0
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63.0' of 8" SDR-26 @ 2.00%
42.5' of 8" SDR-26 @ 2.00%
83.1' of 8" SDR-26 @ 2.00%
84.2' of 8" SDR-26 @ 7.21%
209.2'
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XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
X
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L
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L
XUT
XUT
XSD
XSD
XSD
XSD
XSD
XEL
XE
L
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X
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L
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L
X
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L
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L
XE
L
X
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L
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L
XE
L
XE
L
XU
T
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T
XU
T
XUT
XU
T
XU
T
XU
T
XUT
XGAS
XGAS
XUT
XUT
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XUT
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XUTXUT
XU
T
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XUTXUT
XEL
XEL
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XE
L
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L
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L
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L
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X
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L
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L
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L
X
E
L
XEL
XEL
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XEL
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XEL
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XEL
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XEL
XE
L
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L
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L
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L
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L
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L
XEL
XEL
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XEL
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T
XUT
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XUT
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XUT
XUT
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XUT
XUT
XUT
XUT
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
XGAS
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XWL XWL
XWL
XUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUT
X
U
T
X
U
T
X
U
T
XU
T
X
U
T
X
U
T
XUT
XUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUT
XUT
XUT
XUT
XUT
X
G
A
S
XEL
X
E
L
XS
A
XSA
X
S
A
XW
L
XW
L
XW
L
XW
L
XW
L
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L
XW
L
XW
L
XW
L
XW
L
XW
L
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XSD XSD XSD
XSA XSA XSA XSA
XWL
XW
L
XGAS
X
G
A
S
X
G
A
S
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS XGAS XGA
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XETC XETC XETC
XSD
XSD
XSD
XS
D
XS
D
XWL
XWL
XWL
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XWL
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V
XT
V
XUT XUT
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V
XUT XUT
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XE
L
STA:0+99.25
PROPOSED UTILITY XING
STA:0+18.62
PROPOSED UTILITY XING
STA:0+71.02
PROPOSED UTILITY XING
STA:1+16.91
PROPOSED UTILITY XING
STA:1+25.75
PROPOSED UTILITY XING
STA:1+49.33
PROPOSED UTILITY XING
STA:2+60.10
PRPOPOSED UTILITY XING
STA:0+54.72
PROPOSED UTILITY XING
STA:4+50.56
PRPOPOSED UTILITY XING
STA:0+61.93
PROPOSED UTILITY XING
PROPOSED 4'Ø MH-6
STA:0+00.00 (SEWER SERVICE)
RIM:7999.96
EX. 8" INV. IN(SE):7993.91
EX. 8" INV. IN(SE):7988.01
EX. 8" INV. IN(W):7994.48
EX. 8" INV. IN(W):7987.98
PROPOSED 8" SDR-26 INV IN:7987.86
EX. 8" INV. OUT(N):7987.66
PROPOSED 4'Ø MH-7
STA: 0+00 (RUTHIES SEWER SERVICE)
STA:0+41.50 (SEWER SERVICE)
RIM:8002.27
8" SDR-26 INV IN:7988.81
8" SDR-26 INV IN:7988.81
8" SDR-26 INV OUT:7988.61
2-WAY CLEANOUT
W/ FRAME & GRATE
STA:1+06.50
RIM:7990.80
8" SDR-26 INV IN:7990.07
8" SDR-26 INV OUT:7990.07
PROPOSED 4'Ø MH-8
STA:0+46.50
RIM:7997.70
8" SDR-26 INV IN:7989.86
8" SDR-26 INV OUT:7989.66
PROPOSED 4'Ø MH-9
STA:1+33.59
RIM:7998.41
8" SDR-26 INV IN:7991.72
8" SDR-26 INV OUT:7991.52
PROPOSED 4'Ø MH-10
STA:2+21.50
RIM:8005.43
8" SDR-26 INV IN:7997.97
8" SDR-26 INV OUT:7997.77
PROPOSED 4'Ø MH-11
STA:4+31.48
RIM:8041.40
8" SDR-26 INV IN:8034.21
8" SDR-26 INV OUT:8034.01
PROPOSED 4'Ø MH-12
STA:6+75.55
RIM:8094.86
EX. 8" INV. IN(S):8091.43
8" SDR-35 INV OUT:8082.22
STA:1+18.49
PROPOSED UTILITY XING
STA:2+04.03
PROPOSED UTILITY XING
STA:4+39.71
PRPOPOSED UTILITY XING
STA:4+21.54
PRPOPOSED UTILITY XING
7980
7990
8000
8010
8020
8030
0+00
80
0
3
.
2
80
0
2
.
2
7
80
0
3
.
4
79
9
9
.
5
6
0+50
80
0
2
.
6
79
9
7
.
6
4
80
0
2
.
6
79
9
8
.
1
1
1+00
80
0
1
.
8
79
9
7
.
1
2
80
0
1
.
2
79
9
7
.
7
1
1+50
80
0
4
.
3
79
9
8
.
9
7
8" INV:
7991.41'
8" SEWER INV:
7989.14'
6" WATER SVC.
STA: 0+18.62
INV.= 7991.39'
10" PVC STORM
STA: 0+71.02
INV.= 7988.73'
8" SEWER INV:
7990.31'
18" STORM
STA: 1+25.75
INV= 7988.10'
10" PVC STORM
STA: 1+18.49
INV= 7987.82'
8" INV: 7991.26'
PROPOSED 4'Ø MH-7
STA:0+00.00
RIM:8002.27
8" SDR-26 INV IN:7988.81
8" SDR-26 INV IN:7988.81
8" SDR-26 INV OUT:7988.61
42.5' of 8" SDR-26 @ 2.00%
PROPOSED 4'Ø MH-8
STA:0+46.50
RIM:7997.70
8" SDR-26 INV IN:7989.86
8" SDR-26 INV OUT:7989.66
83.1' of 8" SDR-26 @ 2.00%
PROPOSED 4'Ø MH-9
STA:1+33.59
RIM:7998.41
8" SDR-26 INV IN:7991.72
8" SDR-26 INV OUT:7991.52
1.58 1.58
2.59 1.77
1+16.91
PROPOSED GAS
T.O.P.=7994.28'
SCALE:
HORZ. 1" = 20'
VERT. 1" = 20'
RUTHIES SEWER SERVICE PROFILE
7980
7990
8000
8010
8020
8030
8040
8050
8060
8070
8080
8090
8100
8110
1+50
80
0
4
.
3
79
9
8
.
9
7
80
0
0
.
7
3
2+00
80
0
7
.
7
80
0
3
.
4
2
80
0
9
.
6
80
0
5
.
6
8
2+50
80
1
2
.
9
80
0
7
.
7
9
80
1
4
.
6
80
1
0
.
8
2
3+00
80
1
8
.
1
80
1
5
.
2
7
80
2
2
.
2
80
2
0
.
2
6
3+50
80
2
6
.
1
80
2
5
.
2
5
80
3
0
.
0
80
3
0
.
2
4
4+00
80
3
3
.
2
80
3
5
.
2
7
80
3
6
.
8
80
4
0
.
2
7
4+50
80
4
3
.
4
80
4
4
.
3
4
80
5
1
.
3
80
4
9
.
2
1
5+00
80
5
9
.
5
80
5
4
.
1
3
80
6
5
.
4
80
5
8
.
8
8
5+50
80
7
1
.
2
80
6
2
.
1
1
80
7
6
.
6
80
6
7
.
9
6
6+00
80
8
0
.
0
80
7
7
.
5
1
80
8
5
.
0
6+50
80
8
9
.
9
80
9
4
.
9
6+85
80
9
7
.
0
2+60.10
STORM XING
INV=8001.31'
INV IN:
8004.37'
84.2' of 8" SDR-26 @ 7.21%
PROPOSED 4'Ø MH-10
STA:2+21.50
RIM:8005.43
8" SDR-26 INV IN:7997.97
8" SDR-26 INV OUT:7997.77
PROPOSED 4'Ø MH-11
STA:4+31.48
RIM:8041.40
8" SDR-26 INV IN:8034.21
8" SDR-26 INV OUT:8034.01
PROPOSED 4'Ø MH-12
STA:6+75.55
RIM:8094.86
EX. 8" INV. IN(S):8091.43
8" SDR-26 INV OUT:8082.22
3.06
209.2' of 8" S
D
R
-
2
6
@
1
7
.
5
0
%
245.0' of 8"
S
D
R
-
2
6
@
2
0
.
0
0
%
4+50.56
PROPOSED ELEC-TELE
T.O.P.=8040.44'
SCALE:
HORZ. 1" = 20'
VERT. 1" = 20'
2+04.03
PROPOSED ELEC-TELE
T.O.P.=7999.79'
1+49.33
PROPOSED GAS
T.O.P.=7995.92'
4+21.54
PROPOSED GAS
T.O.P.=8036.61'
4+39.71
PROPOSED GAS
T.O.P.=8039.65'
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE6''WL
16'' WL
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UE
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING LIGHT POLE
EXISTING SIGN
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING ELEC, TELE, CABLE, GASXETGC
EXISTING GAS
XETC XETC
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
EXISTING ELEC, TELE, CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
NORTH
XSD XSD
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
LEGEND: PROPOSED UTILITIES
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
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CJB JKS
C.3.01
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
RUTHIE'S
SANITARY SEWER
SERVICE PLAN &
PROFILE
MA
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1
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1
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15101.06
10-10-20191 SD PRICING
RUTHIE'S SEWER PROFILE STA:0+00-1+50
RUTHIE'S SEWER PROFILE STA:1+50-ENDNOTE:
1.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.
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
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3-2-20203 DETAILED REVIEW
WL
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WL
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A
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GA
S
GA
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GA
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GAS
GAS
GA
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GA
S
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UE
L
UE
L
DS
DS
DS
DS
DS
DS
SAN
>
0+0
0
0+50 1+00 1+10
0+0
0
37.5
'
o
f
8
"
S
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R
-
2
6
@
2
.
0
0
%
63.0' of 8" SDR-26 @ 2.00%
42.5' of 8" SDR-26 @ 2.00%
X
S
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X
S
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X
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A
X
S
A
X
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A
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A
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XEL
XEL XEL XEL XEL XEL XEL XEL
XEL XEL XEL XEL XEL XELXUTXUT XUT
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XU
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XU
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XUT
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XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
X
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X
E
L
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XEL
XEL
XSAXSAXSA
XS
A
XS
A
XSAXSAXSA
XSA
XSA
XSA
XS
A
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
X
S
D
STA:0+99.25
PROPOSED UTILITY XING
STA:0+18.62
PROPOSED UTILITY XING
STA:0+54.72
PROPOSED UTILITY XING
PROPOSED 4'Ø MH-6
STA:0+00.00 (SEWER SERVICE)
RIM:7999.96
EX. 8" INV. IN(SE):7993.91
EX. 8" INV. IN(SE):7988.01
EX. 8" INV. IN(W):7994.48
EX. 8" INV. IN(W):7987.98
PROPOSED 8" SDR-26 INV IN:7987.86
EX. 8" INV. OUT(N):7987.66
PROPOSED 4'Ø MH-7
STA: 0+00 (RUTHIES SEWER SERVICE)
STA:0+41.50 (SEWER SERVICE)
RIM:8002.27
8" SDR-26 INV IN:7988.81
8" SDR-26 INV IN:7988.81
8" SDR-26 INV OUT:7988.61
2-WAY CLEANOUT
W/ FRAME & GRATE
STA:1+06.50
RIM:7990.80
8" SDR-26 INV IN:7990.07
8" SDR-26 INV OUT:7990.07
SEWER SERVICE PROFILE
7980
7990
8000
8010
7980
7990
8000
8010
0+00
80
0
0
.
8
80
0
0
.
0
1
80
0
2
.
3
80
0
1
.
1
2
0+50
80
0
3
.
7
80
0
2
.
3
2
80
0
4
.
0
79
9
9
.
0
2
1+00
80
0
3
.
6
79
9
8
.
0
3
1+10
80
0
3
.
5
79
9
8
.
4
3
0+00
STA: 1+06.50
INSTALL 2-WAY CLEANOUT
W/ FRAME & GRATE
8" INV @ BLDG:
7990.13'
0+54.72
6" WATER XING
B.O.P.= 7991.68'
1.98
0+99.25
10" INV PVC
INV: 7993.66'
8" SEWER INV: 7989.03'
PROPOSED 4'Ø MH-6
STA:0+00.00
RIM:7999.96
EX. 8" INV. IN(SE):7993.91
EX. 8" INV. IN(SE):7988.01
EX. 8" INV. IN(W):7994.48
EX. 8" INV. IN(W):7987.98
PROPOSED 8" SDR-35 INV IN:7987.86
EX. 8" INV. OUT(N):7987.66
37.5' of 8" SDR-26 @ 2.00%
PROPOSED 4'Ø MH-7
STA:0+41.50
RIM:8002.27
8" SDR-26 INV IN:7988.81
8" SDR-26 INV IN:7988.81
8" SDR-26 INV OUT:7988.61
63.0' of 8" SDR-26 @ 2.00%8" SEWER INV: 7989.94'
3.05
SCALE:
HORZ. 1" = 10'
VERT. 1" = 10'
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE6''WL
16'' WL
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UE
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING LIGHT POLE
EXISTING SIGN
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING ELEC, TELE, CABLE, GASXETGC
EXISTING GAS
XETC XETC
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
EXISTING ELEC, TELE, CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
N
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T
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XSD XSD
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
010 10 20
10
405
LEGEND: PROPOSED UTILITIES
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
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CJB JKS
C.3.02
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
GORSUCH HAUS
SANITARY SEWER
SERVICE PLAN &
PROFILE
15101.06
10-10-20191 SD PRICING
GORSUCH SEWER SERVICE PROFILE
NOTE:
1.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.
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
RUTHIES SEWER SERVICE
RE. TO SHEET C.3.01
3-2-20203 DETAILED REVIEW
16'' WATER LINE PROFILE
7980
7985
7990
7995
8000
8005
8010
8015
0+00
79
9
2
.
5
79
8
6
.
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79
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79
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79
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0
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1
1
2+00
79
9
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.
6
79
9
0
.
6
8
80
0
0
.
5
79
9
1
.
2
8
2+50
80
0
2
.
5
79
9
1
.
8
8
STA:0+07.00
LOCATE EXISTING 45° BEND &
EXTEND NEW 16" WATER MAIN
EX. T.O.P.=7986.55
5.74%
4.81%
3.99%
1.74%2.20%
2.39%
0.54%
STA:0+77.39
SERVICE LINE TO GORSUCH PROJECT
T.O.P.=7989.03
INSTALL 16"x6" DIP TEE, W/ TBs & MLs.
VERIFY SERVICE LINE SIZE PRIOR TO BUILDING PERMIT
PROPOSED 24" RCP STORM DRAIN
STA:0+32.44
INV.=±7982.51
STA:2+22.94
CONTRACTOR TO LOCATE
AND PROTECT EXISTING TELE
STA:0+48.35
EX. ELEC/GAS/CABLE
TO BE ABANDONED PER
GORSUCH HAUS PROJECT
STA:0+25.46
INV=7983.0±
EX. 8" SANITARY SEWER
STA:0+13.13
CONTRACTOR TO
LOCATE & PROTECT
EX. GAS
STA:0+22.09
CONTRACTOR TO LOCATE
& PROTECT EX. ETC
STA:1+39.43
EX. ELEC. CONTRACTOR TO ABANDON
EXISTING LINE AND RE ROUTE
PER UTILITY PLAN
NOTE: ALLOWABLE
PIPE DEFLECTION =
2.5° PER JOINT MAX.
STA:1+85.67
T.O.P.=7990.34
INSTALL 45° HORZ. BEND
W/ TBs & MLs
PROPOSED TOP OF PIPEPROPOSED FINAL GRADE
EXISTING GRADE
PROPOSED
FINAL GRADE
STA:0+54.23
T.O.P.=7988.91
2.5° VERT. DEFLECTION
STA:0+18.22
CONTRACTOR TO
LOCATE & PROTECT
EX. CABLE
STA:0+21.00
T.O.P.=7987.46
INSTALL 45° HORZ. BEND
W/ TBs & MLs
STA:1+13.14
T.O.P.=7989.22
16"x6" DIP TEE TO FIRE HYDRANT16" D.I.P. WATER MAIN 16" D.I.P. WATER MAIN
STA:1+65.39
T.O.P.=7988.3±
EX. 12" WATER MAIN
(APPROX. DEPTH)
STA:1+89.53
T.O.P.=7988.7±
EX. 12" WATER MAIN
(APPROX. DEPTH)
STA:2+45.96
T.O.P.=7996.7±
EX. 12" WATER MAIN
(APPROX. DEPTH)
HORIZ. SCALE: 1" = 10'
VERT. SCALE: 1" = 5'
TOP CURB=7998.00
FG=7996.69
STA:1+13.12
PROPOSED FIRE HYDRANT SET
TRAFFIC FLANGE @ 7998
APPROX. DEPTH OF
CURB WALL @ WATER
MAIN CROSSING
2.53'
2.26'
STA:0+82.39
T.O.P.=7989.06
16" BFV w/ MLs & TBs
STA:0+16.43
T.O.P.=7987.20
16" BFV w/ MLs & TBs
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XEL XEL XEL XEL XEL XEL XEL XEL XEL XEL
XEL XEL XEL XEL XEL XEL
XUT XUT XUT
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XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS
XGAS
XGAS
XGAS
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XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
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XGA
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XSAXSA
XS
D
XS
D
XS
D
XS
D
XS
D
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D
XS
D
XS
D
XS
D
XS
D
XS
A
XS
A
XS
A
XS
A
XS
A
XS
A
XS
A
XS
A
XS
A
XW
L
XW
L
XW
L
XWL XWLXWL
XG
A
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XG
A
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XGA
S
XGA
S
XGA
S
XGA
S
XGA
S
X
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A
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X
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A
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X
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A
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A
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X
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X
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X
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XSDXSDXSDXSD
XTV XTV
XG
A
S
XG
A
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XG
A
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XG
A
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XG
A
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XGAS
XGAS
XELTC
T
C
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UEL
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ET ET ET ET ET ET ET ET ET ET ET ET ET
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GAS GAS
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SAN
8''
SA
8''
SA
8''
SA
8''SA 8''SA 8''SA 8''SA 8''SA 8''SA
8''
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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SAN
TEL
TEL
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TEL TEL TEL TEL TEL
16'' WATER LINE ALIGNMENT
STA: 0+00.00
STA: 1+85.67
INSTALL 16" 45° HORZ. BEND
W/ TBs & MLs
PROPOSED WATER SERVICE
TO GORSUCH HAUS PROJECT
STA:0+77.39
16"x6" DIP TEE, (2) 16" BFV,
& (1) 6" GV W/ TBs & MLs.
SERVICE SIZE TO BE VERIFIED
PRIOR TO BUILDING PERMIT.
STA:0+32.44
STORM DRAIN CROSSING
STA:2+22.94
CONTRACTOR TO
LOCATE & PROTECT
EXISTING TELE SERVICE
STA:2+64.49
TELE CROSSING
EX. GAS SERVICE TO BE
RE ROUTED AROUND
DEVELOPMENT
STA:0+48.35
EX. ELEC. SERVICE LINES
TO BE ABANDONED PER
GORSUCH HAUS PROJECT
STA:0+25.46
SANITARY
SEWER CROSSING
STA:0+13.13
GAS CROSSING
STA:0+22.09
ETC CROSSING
S.
A
S
P
E
N
S
T
.
0+
0
0
0+25 0+50 0+75 1+00 1+25 1+50 1+75
2
+
0
0
2
+
2
5
2
+
5
0
EX. 12" WATER MAIN TO BE
ABANDONED PER CITY OF
ASPEN WATER DEPARTMENT STANDARDS
EX. STORM DRAIN
TO BE ABANDONED
PER GORSUCH HAUS
IMPROVEMENTS
15.0
'
15.0
'
6.5' UTILITY
EASEMENT
30.0
'
W
A
T
E
R
L
I
N
E
EA
S
E
M
E
N
T
30.0
0
'
W
A
T
E
R
L
I
N
E
EA
S
E
M
E
N
T
STA:0+21.00
INSTALL 16" 45° HORIZ
BEND w/ TB AND MLs
STA:1+13.14
OFF:4.62'L
NEW FIRE HYDRANT ASSEMBLY
16"X6" DIP TEE, (1) 6" GV
W/ TBs & MLs
SET TRAFFIC FLANGE @ 7998
0+
0
0
0+
5
0
SANITARY SEWER XING
STA:0+41.52
STA:0+15.30
PROPOSED GAS XING
STA:0+12.30
PROPOSED PRIMARY ELEC. XING
16" DIP
STA:0+07.00
CES #1:
LOCATE EXISTING 45° BEND, DISCONNECT EX. 16"
MAIN & EXTEND NEW MAIN AS SHOWN
ASBUILT DATA:
TOP OF PIPE = 7986.55
N:1484915.244
E:2624918.507
STA:0+82.39
16" BFV w/ MLs & TBs
STA:0+05.00
WATER SERVICE ALIGNMENT
6" GV w/ MLs
STA:0+19.50
INSTALL 6" 11.25° VERT.
BEND w/ TB AND MLs
STA:0+33.00
INSTALL 6" 11.25° VERT.
BEND w/ TB AND MLs
STA:0+09.12
STORM DRAIN CROSSING
SANITARY SEWER XING
STA:0+53.91
25'
HILL STREET
RIGHT OF WAY
STA:1+65.39
EX. 12" WATER
STA:1+89.53
EX. 12" WATER
STA:2+45.96
EX. 12" WATER XING
EX. STORM DRY WELL TO
BE ABANDONED
TOP OF CMP = 7996'±
DEBRIS FLOW WALL
STA:0+16.43
16" BFV w/ MLs
7980
7985
7990
7995
8000
8005
8010
8015
1.ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL
BE CONFIRMED AND COORDINATED WITH THE UTILITY PROVIDER PER UTILITY AGREEMENTS.
2.ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF
ROCKS >1 1/2" Ø. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING, AND/OR SUITABLE
ONSITE MATERIAL. INSTALL PER UTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES
WITH SUITABLE ONSITE MATERIALS. MINIMUM COMPACTION 95% IN PAVED AREAS.
3.GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE
INSTALLED A MINIMUM 10' FROM WATER SERVICES AS FEASIBLE. COMMUNICATIONS MAY BE
INSTALLED IN COMBINED TRENCHES PER CONSTRUCTION FEASIBILITY AS LONG AS MINIMUM
SEPARATION DISTANCES AND DEPTHS OF BURY ARE MAINTAINED. INSTALL WARNING TAPE
OVER ALL UTILITY LINES.
UTILITY SERVICE MINIMUM DEPTH
WATER--------------------------------7.0'
SEWER--------------------------------5.0'
ELECTRIC----------------------------4.0'
CABLE TV----------------------------3.0'
PHONE--------------------------------3.0'
GAS----------------------------------- 3.0'
1.CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE EXISTING
UTILITIES WITH THE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING,
BEDDING, AND BACKFILL WORK NECESSARY FOR UTILITY RELOCATION.
2.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF
CONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE
PRIOR CONSENT OF THE PROPERTY OWNER(S) INVOLVED.
3.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS,
LOCATES OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD
LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL
FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY
COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.
4.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY
COMPANY PRIOR TO CONSTRUCTION.
5.EXISTING WATER MAIN TO BE COMPLETELY REMOVED PER COA WATER DEPT. STANDARDS
GENERAL UTILITY NOTES:SHALLOW UTILITY NOTES:
16" WATER LINE PROFILE STA: 0+00 - 2+50
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
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JKS
C.3.03
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
16" WATER MAIN
PLAN & PROFILE
STA: 0+00-2+50
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UEL UEL
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING LIGHT POLE
EXISTING SIGN
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')20'STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING GAS
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
XSD XSD
LEGEND: PROPOSED UTILITIES
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10
16" WATER LINE PLAN VIEW STA: 0+00 - 2+50
MAT
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CJB
NOTE:
1.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.
10-10-20191 SD PRICING
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
PROJECT NUMBER:15101.06
6" WATER SERVICE TO LODGE;
RE. TO SHEET C. 3.05 FOR
PLAN & PROFILE
PROPOSED SITE WALL W/
FOOTER; RE. TO PED. RAMP
WALL DETAIL THIS SHEET
STANDARD CURB (IE. NO
FOOTER REQUIRED
BEYOND THIS POINT)
PED. RAMP
PROPOSED 16" WATER MAIN @
7-FT MIN. BURY DEPTH PER COA
WATER DEPT. STANDARDS
PROPOSED BEDDING ZONE PER COA
WATER DEPARTMENT STANDARDS
3'
6"
PROPOSED CANTILEVER FOOTING (WITHOUT HEEL). SET BOTTOM OF
FOOTING BELOW FROST DEPTH OR PLACED 12" BELOW ADJACENT WATER
MAIN (AS REQ'D). FINAL DESIGN OF WALL TO BE PROVIDED IN SUPPORT
OF BUILDING PERMIT APPLICATION
VARIES
2.5' MAX.
RI
G
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T
-
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F
-
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A
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PROPOSED PED. RAMP WALL DETAIL
N.T.S.
12"
3-2-20203 DETAILED REVIEW
TRENCH DRAIN
12"
(MIN.)
16'' WATER LINE PROFILE
7980
7985
7990
7995
8000
8005
8010
2+50
80
0
2
.
5
79
9
1
.
8
8
80
0
4
.
6
79
9
2
.
4
7
3+00
80
0
6
.
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79
9
2
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8
6
79
9
3
.
1
5
3+50
79
9
3
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4
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79
9
3
.
7
3
4+00
79
9
3
.
7
7
79
9
3
.
5
6
4+50 5+00 5+10
STA:2+82.79
T.O.P.=7992.66
INSTALL 45° HORZ. BEND
W/ TBs & MLs
1.16%-0.81%
STA:3+87.21
HIGH POINT T.O.P.=7993.87
16"x6" DIP TEE
RECONNECT TO EXISTING HYDRANT
STA:4+16.74
T.O.P.=7993.63
16"x8" DIP TEE
STA:4+93.26
T.O.P.=7993.05
12"x6" D.I.P. TEE, 6"x4" REDUCER
4" GV. & 7LF 4" D.I.P.
FIELD VERIFY EX. WS SIZE
STA:4+19.07
EX. CABLE
STA:4+27.43
CONTRACTOR TO LOCATE & PROTECT EX. GAS
(TYPICAL AT ALL EX. UTILITY CROSSINGS)
STA:4+04.72
EX. ELEC
STA:3+99.87
EX. ELEC
STA:2+91.47 STORM DRAIN
TO BE ABANDONED
PER GORSUCH HAUS
IMPROVEMENTS
STA:2+64.49
EX. TELE SERVICE. CONTRACTOR TO
LOCATE & PROTECT (TYP. @ ALL UTIL.
CROSSING LOCATIONS)
NOTE: ALLOWABLE
PIPE DEFLECTION =
2.4° PER JOINT MAX.
STA:4+05.75
T.O.P.=7993.72
16"x6" DIP TEE
EXISTING GRADE
PROPOSED FINAL GRADE
STA:3+13.47
T.O.P.=7993.02
16" BFV w/ MLs & TBs
STA:3+03.47
T.O.P.=7992.90
16" BFV w/ MLs & TBs
STA:3+92.21
T.O.P.=7993.83
16" BFV w/ MLs & TBs16" D.I.P. WATER MAIN 16" D.I.P. WATER MAIN
STA:3+08.47
SERVICE LINE TO MOUNTAIN QUEEN
T.O.P.=7992.96
INSTALL 16"x6" DIP TEE, W/ TBs & MLs.
VERIFY SERVICE LINE SIZE PRIOR TO BUILDING PERMIT
STA:3+94.23
EX. TELE-CABLE
STA:4+36.22
T.O.P.=7993.47
CES#2 W/ 16" BFV & 16"X12" REDUCER
& CONTINUE WITH NEW
16" WATER MAIN
FIELD VERIFY EX. ELEVATION
EX. VALVE TO REMAIN
STA:2+80.09
T.O.P.=8000.5±
EX. 12" WATER MAIN
(APPROX. DEPTH)
STA:4+15.74
T.O.P.=7993.9±
EX. 8" WATER MAIN
(APPROX. DEPTH)
HORIZ. SCALE: 1" = 10'
VERT. SCALE: 1" = 5'
STA:3+87.21
EX. HYDRANT
14' MAX. BURY DEPTH
TO ESTABLISH HIGH POINT
@ FIRE HYDRANT
X
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XUT
XU
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XUT
XUT
XUT
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XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS XGAS
X
W
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XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL
XW
L
X
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XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL
XWL
XWL
XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL XWL
XT
V
XT
V
XT
V
XU
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XU
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XTV
XTV
XT
V
XT
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XTV
XTV
XTV
XTV
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XUT
XTV
XTV
XT
V
XT
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XTV
XTV
XTV
XTV
X
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XUT
XUT
X
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XUT
XUT XUT XUTXTVXTVXTV
XTV
XELXEL
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X
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X
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X
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XEL
XE
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XE
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X
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X
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X
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XE
L
XE
L
XE
L
XE
L
XE
L
XE
L
X
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X
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XTV
XTV
XTV
XUT
X
W
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X
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X
W
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X
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X
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X
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X
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X
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XW
L
XW
L
XW
L
XW
L
XW
L
XW
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XW
L
XW
L
12" DIP
12" DIP
6" CIP
4"
6" CIP
6
"
C
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8"
C
I
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6"
C
I
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8" CIP
8
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>
>
>
>
>
>
>
>
>
>
>
>
>
>
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>
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>
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>
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SAN
8
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8'
'
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A
4''
WL
4''
WL
UEL
UEL UEL
UEL
6'
'
W
L
6'
'
W
L
6
'
'
W
L
6
'
'
W
L
6
'
'
W
L
6
'
'
W
L
6'
'
WL
6'
'
WL
6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL 6''WL
END 16'' WATER LINE ALIGNMENT
STA: 5+00.00
STA: 2+82.79
INSTALL 16" 45° HORZ. BEND
W/ TBs & MLs
PI
:
4
+
1
3
.
9
5
STA: 4+39.52
EXISTING 12"STA:4+27.43
GAS CROSSING
STA:4+17.11
OFF:19.45'L
CONNECT TO EX. 8" LINE
@ TEE
STA:4+05.75
16"x6" DIP TEE
W/ TBs & MLs
STA:4+93.25
OFF:6.79'R
CONNECT NEW 4" WS TO EX. 4"
WS LINE & REMOVE OR BURY EX. VALVE
FIELD VERIFY EX. WS SIZE
STA:4+93.26
4" HOT TAP W/ VALVE
STA:3+87.21
16"x6" DIP TEE, (1) 16" BFV
W/ TBs & MLs
STA:3+88.09
OFF:11.39'L
EXISTING FIRE
HYDRANT ASSEMBLY
TO REMAIN
STA:4+19.07
CABLE CROSSING
STA:4+04.72
ELECTRIC CROSSING
STA:3+99.87
ELECTRIC CROSSING
EXISTING STORM DRAIN
TO BE ABANDONED
PER GORSUCH HAUS
IMPROVEMENTS
TOP OF CMP = 8004.7'±
STA:2+64.49
TELE CROSSING
MO
N
A
R
C
H
S
T
.
SUMMIT ST.
2
+
5
0
2
+
7
5
3+00
3+25
3+50
3+75 4+00 4+25 4+50 4+75 5+00
STA:4+16.74
16"x8" DIP TEE
W/ TBs & MLs
15.0
'
30.0
0
'
W
A
T
E
R
L
I
N
E
EA
S
E
M
E
N
T
MOUNTAIN QUEEN
STA:3+90.53
OFF:5.91'L
INSTALL DRY HYDRANT RISER w/
(3) FIRE DEPARTMENT CONNECTIONS
TO SERVE DRY HYDRANTS ALONG WEST
SIDE OF MOUNTAIN QUEENT
STA:3+03.47
16" BFV w/ MLs & TBs
STA:3+13.47
16" BFV w/ MLs & TBs
PROPOSED WATER SERVICE
TO MOUNTAIN QUEEN PROJECT
STA:3+08.47
16"x6" DIP TEE, (2) 16" BFV,
& (1) 6" GV W/ TBs & MLs.
SERVICE SIZE TO BE VERIFIED
PRIOR TO BUILDING PERMIT.
STA:3+08.47
OFFSET:3.00'R
6" GV w/ MLs
STA:3+08.57
OFFSET:5.23'R
TIE INTO EXISTING SERVICE LINE
STA:3+92.21
16" BFV w/ MLs & TBs
STA:3+87.52
OFFSET:-7.44'L
CONNECT TO EX. HYDRANT
VALVE
STA:3+94.23
TELE-CABLE CROSSING
PROPOSED 6" G.V. W/
MLs & TBs THEN
RE-CONNECT TO
EXISTING 6" CIP
STA:4+17.17
OFFSET:-16.00'L
8" GV w/ MLs
STA:2+45.96
EX. 12" WATER XING
STA:2+80.09
EX. 12" WATER
STA:4+15.74
EX. 8" WATER
EX. 25-FT SKIER & PED
ESMNT (BK 4 PG 489) &
WATER MAIN EASEMENT
(BK 411 PG 996)
EXISTING WATER SERVICE
TO MOUNTAIN QUEEN
EX. 20-FT FIRE ACCESS &
DRAINAGE ESMNT (BK 275 PG
378) & WATERLINE ESMNT
(BK 291 PG 649)
PROPOSED 6" DUCTILE
IRON DRY HYDRANT LINE
@ 3.5' MIN. BURY DEPTH
CONTRACTOR TO LOCATE
EXISTING 6" WATER LINE AND
CONFIRM INTEGRITY. IF
ACCEPTABLE AND VERT. GRADES
ARE ACHIEVABLE CONNECT TO
EXISTING 6" LINE, OTHERWISE
REPLACE EXISTING 6" IN IT'S
ENTIRETY.
PLUG EX. 6" WATER LINE AT
SOUTH END OF EX. SERVICE TEE
PROPOSED 6" DUCTILE
IRON DRY HYDRANT LINE
@ 3.5' MIN. BURY DEPTH
STA:4+36.22
CES#2:
LOCATE EXISTING 12" MAIN &
INSTALL 16" BFV & 16"X12"
REDUCER W/ TBs & MLs &
CONNECT TO EX. 12" W/ SOLID SLEEVE
7980
7985
7990
7995
8000
8005
8010
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10
16" WATER LINE PROFILE STA: 2+50 - END
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
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6
.
D
W
G
JKS
C.3.04
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
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UEL UEL
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')20'STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING GAS
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
XSD XSD
LEGEND: PROPOSED UTILITIES
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
16" WATER MAIN
PLAN & PROFILE
STA: 2+50-END
16" WATER LINE PLAN VIEW STA: 2+50 - END
MAT
C
H
L
I
N
E
S
T
A
:
2
+
5
0
SEE
S
H
E
E
T
C
.
3
.
0
3
MA
T
C
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A
:
2
+
5
0
SE
E
S
H
E
E
T
C
.
3
.
0
3
CJB
NOTE:
1.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.
10-10-20191 SD PRICING
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
PROJECT NUMBER:15101.06
1.ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL
BE CONFIRMED AND COORDINATED WITH THE UTILITY PROVIDER PER UTILITY AGREEMENTS.
2.ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF
ROCKS >1 1/2" Ø. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING, AND/OR SUITABLE
ONSITE MATERIAL. INSTALL PER UTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES
WITH SUITABLE ONSITE MATERIALS. MINIMUM COMPACTION 95% IN PAVED AREAS.
3.GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE
INSTALLED A MINIMUM 10' FROM WATER SERVICES AS FEASIBLE. COMMUNICATIONS MAY BE
INSTALLED IN COMBINED TRENCHES PER CONSTRUCTION FEASIBILITY AS LONG AS MINIMUM
SEPARATION DISTANCES AND DEPTHS OF BURY ARE MAINTAINED. INSTALL WARNING TAPE
OVER ALL UTILITY LINES.
UTILITY SERVICE MINIMUM DEPTH
WATER--------------------------------7.0'
SEWER--------------------------------5.0'
ELECTRIC----------------------------4.0'
CABLE TV----------------------------3.0'
PHONE--------------------------------3.0'
GAS----------------------------------- 3.0'
SHALLOW UTILITY NOTES:
3-2-20203 DETAILED REVIEW
1.CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE EXISTING
UTILITIES WITH THE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING,
BEDDING, AND BACKFILL WORK NECESSARY FOR UTILITY RELOCATION.
2.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF
CONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE
PRIOR CONSENT OF THE PROPERTY OWNER(S) INVOLVED.
3.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS,
LOCATES OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD
LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL
FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY
COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.
4.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY
COMPANY PRIOR TO CONSTRUCTION.
5.EXISTING WATER MAIN TO BE COMPLETELY REMOVED PER COA WATER DEPT. STANDARDS
GENERAL UTILITY NOTES:
WATER SERVICE PROFILE
7980
7985
7990
7995
8000
8005
8010
8015
7980
7985
7990
7995
8000
8005
8010
8015
0+00
79
9
7
.
6
79
8
9
.
0
1
79
9
7
.
9
79
9
0
.
2
9
0+50
80
0
2
.
0
79
9
2
.
0
0
79
9
9
.
8
79
9
2
.
1
1
1+00
79
9
9
.
0
79
9
2
.
2
3
1+07
79
9
9
.
4
79
9
2
.
2
6
STA: 0+12.30
PROPOSED ELEC.
ELEV= 7993.49'
STA: 0+15.30
PROPOSED GAS
ELEV= 7994.60'
PROPOSED 18" RCP STORM DRAIN
STA: 0+09.12
INV= 7985.07'
SANITARY SEWER CROSSING
STA: 0+41.52
8" INV= 7989.14'
STA: 0+53.91
T.O.P.= 7992.02'
1.5° VERT. DEFLECTION
STA:0+00.00
SERVICE LINE TO GORSUCH PROJECT
T.O.P.=7989.03
INSTALL 16"x6" DIP TEE, W/ TBs & MLs.
VERIFY SERVICE LINE SIZE PRIOR TO BUILDING PERMIT
SANITARY SEWER CROSSING
STA: 0+53.91
8" INV= 7989.04'
STA: 0+41.52
T.O.P.= 7991.96'
STA: 0+05.00
T.O.P.= 7988.72'
6" GV w/ MLs
DIST=-1.53'STA:0+19.50
T.O.P.=7989.28
INSTALL 11.25° VERT. BEND
W/ TBs & MLs
STA:0+33.00
T.O.P.=7991.76
INSTALL 11.25° VERT. BEND
W/ TBs & MLs
DIST=-1.55'DIST=-1.72'
STA: 1+07.07
T.O.P.= 7992.26'
(RE. MECH FOR CONTINUATION)
HORIZ. SCALE: 1" = 10'
VERT. SCALE: 1" = 5'
PROPOSED TOP OF PIPEPROPOSED FINAL GRADE
3.86%
18.89%
2.22%0.45%
GR
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X
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XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XELXEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XELXEL
XG
A
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A
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A
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XG
A
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XG
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XG
A
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XG
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XW
L
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GA
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SA
8'
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8'
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SA
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SA
8'
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DS
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8'
'
S
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8'
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S
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8'
'
SA
S
A
N
PROPOSED WATER SERVICE
TO GORSUCH HAUS PROJECT
STA:0+77.39
16"x6" DIP TEE, (1) 16" BFV,
& (1) 6" GV W/ TBs & MLs.
SERVICE SIZE TO BE VERIFIED
PRIOR TO BUILDING PERMIT.
EX. GAS SERVICE TO BE
RE ROUTED AROUND
DEVELOPMENT
0+
7
5
1+
0
0
0+00 0+50 1+00 1+07
SANITARY SEWER XING
STA:0+41.52STA:0+15.30
PROPOSED GAS XING
STA:0+12.30
PROPOSED PRIMARY ELEC. XING
16
"
D
I
P
STA:0+82.39
16" BFV w/ MLs & TBs
STA:0+05.00
WATER SERVICE ALIGNMENT
6" GV w/ MLs
STA:0+19.50
INSTALL 6" 11.25° VERT.
BEND w/ TB AND MLs
STA:0+33.00
INSTALL 6" 11.25° VERT.
BEND w/ TB AND MLs
STA:0+09.12
STORM DRAIN CROSSING
SANITARY SEWER XING
STA:0+53.91
STA:1+07.07
(RE. TO MECH. PLANS
FOR CONTINUATION)
LI
F
T
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E
L
O
D
G
E
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10
6" WATER SERVICE PROFILE
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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JKS
C.3.05
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
6" WATER
SERVICE
PLAN & PROFILE
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UEL UEL
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')20'STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING GAS
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
XSD XSD
LEGEND: PROPOSED UTILITIES
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
CJB
NOTE:
1.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.
10-10-20191 SD PRICING
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
PROJECT NUMBER:15101.06
1.ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL
BE CONFIRMED AND COORDINATED WITH THE UTILITY PROVIDER PER UTILITY AGREEMENTS.
2.ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF
ROCKS >1 1/2" Ø. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING, AND/OR SUITABLE
ONSITE MATERIAL. INSTALL PER UTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES
WITH SUITABLE ONSITE MATERIALS. MINIMUM COMPACTION 95% IN PAVED AREAS.
3.GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE
INSTALLED A MINIMUM 10' FROM WATER SERVICES AS FEASIBLE. COMMUNICATIONS MAY BE
INSTALLED IN COMBINED TRENCHES PER CONSTRUCTION FEASIBILITY AS LONG AS MINIMUM
SEPARATION DISTANCES AND DEPTHS OF BURY ARE MAINTAINED. INSTALL WARNING TAPE
OVER ALL UTILITY LINES.
UTILITY SERVICE MINIMUM DEPTH
WATER--------------------------------7.0'
SEWER--------------------------------5.0'
ELECTRIC----------------------------4.0'
CABLE TV----------------------------3.0'
PHONE--------------------------------3.0'
GAS----------------------------------- 3.0'
SHALLOW UTILITY NOTES:
3-2-20203 DETAILED REVIEW
1.CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE EXISTING
UTILITIES WITH THE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING,
BEDDING, AND BACKFILL WORK NECESSARY FOR UTILITY RELOCATION.
2.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF
CONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE
PRIOR CONSENT OF THE PROPERTY OWNER(S) INVOLVED.
3.THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS,
LOCATES OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD
LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL
FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY
COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.
4.CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY
COMPANY PRIOR TO CONSTRUCTION.
5.EXISTING WATER MAIN TO BE COMPLETELY REMOVED PER COA WATER DEPT. STANDARDS
GENERAL UTILITY NOTES:
ET
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>
EX-01
19.06
ACRES
EX-02
5.019
ACRES
EX-04
126.27
ACRES
EX-03
3.019
ACRES
>
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NORTH
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0200 200 400
200
800100
PIONEER GULCH
MT. QUEEN
OS-5
SHADOW
MOUNTAIN
LIFT ONE
LODGE
DOLINSEK
EX-04 (MODELED IN TETRA TECH MUD FLOW)
INCLUDES PORTIONS OF BASIN 20 & ALL OF
BASIN 21 AS DESCRIBED WITHIN THE CITY'S
MASTER DRAINAGE STUDY
EX-01 INCLUDES A PORTION
OF BASIN 9 AS DESCRIBED
WITHIN THE CITY'S MASTER
DRAINAGE STUDY
PORTION OF BASIN 20
NOT CONTRIBUTING TO
PIONEER GULCH
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
REVISIONS
GO
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C.4.00
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
EXISTING OFFSITE
DRAINAGE BASIN
PLAN
JPP JKS
10-10-20191 SD PRICING
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
EX LIFT BUILDING
MH-D/SUJMP INLET
SPLIT CLEAR WATER FLOW
PROVIDED BY TETRA TECH.
100 YEAR Q = 13.0 CFS
10 YEAR Q = 0.5 CFS
EX. STORM INLET DP J#01
ASPEN
S
T
R
E
E
T
MONA
R
C
H
S
T
R
E
E
T
S. ASPEN ST.
TOWNHOMES
SITE BOUNDARY
EX. STORM INLET
DP J#02
15101.06
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.
EX. STORM INLET DP OS-5
3-2-20203 DETAILED REVIEW
EX. STORM INLET
DP J#03
NOTE: SPLIT FLOW FROM PIONEER GULCH WAS PROVIDED BY TETRA TECH. THIS FLOW WILL BE CONVEYED
THROUGH EX-03 AND FOLLOW THE SAME DRAINAGE PATTERNS.
>
>
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>>>>>>>
X
S
D
X
S
D
XS
D
XS
D
XS
D
XS
D
XS
D
X
S
D
XSD
X
S
D
S. ASPEN
STREET BASIN
DE-01
DE-02
6''
WL
2
'
'
>
>
>
TOP BACK WALLTOP FACE WALLWALL STEPBOTTOM WALLCHAIN LINK FENCE/6FTBOTTOM WALL
POST
OS1
22.60
ACRES
POST
OS3.3
>
>
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S. ASPEN
STREET BASIN
DE-01
DE-02
EX-OS5
074 ACRES
SHADOW
MT TH
POST
OS3.4
Post
OS3.2
Post
OS3.1
POST
ONSITE;
RE.
BLOWUP
NO
R
T
H
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0100 100 200
100
40050
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
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H
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NO
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C.4.01
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
POST DEV.
DRAINAGE
BASIN PLAN
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 80
40
16020
JPP JKS
10-10-20191 SD PRICING
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
M
T
.
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LIFT ONE
LODGE
WEST STORM INLET
#3 (DP#J-01)
AS
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S. ASPEN ST.
TOWNHOMES
CES
EX INLET OS5
INLET #7
(SUMP)
STORM MH 'B'
EAST STORM MH 'C' (DP#J-03)
EAST STORM
MH 'D'
SERVES AS
SUMP INLET
WEST SWALE
STORM MH 'B'
EAST STORM MH 'C' (DP#J-03)
EAST STORM
MH-D
STORM INLET #1 & #4
(DP#J-02)
WEST W.Q. VAULT
EAST W.Q. VAULT
EAST ONSITE
STORM PIPE
ROOF EXTENT (TYPICAL).
BUILDING EXTENT (TYP).
SITE STORM SEWER
INLETS & PIPES (TYP).
AS
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WEST SWALE
ROADSIDE SWALE
WEST STORM
INLET #3 (DP#J-01)
PROJECT NUMBER:15101.06
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.
CES
COA INLET 1
STORM MH 'A'
CES
COA INLET 4
INLET #6
(ON-GRADE)
INLET #8
(ON-GRADE)
WEST ONSITE
STORM PIPE
SPLIT FLOW
FROM EX-04
10 YR=0.5 cfs
100YR=13 cfs
3-2-20203 DETAILED REVIEW
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COA STORM DRAIN
CURB INLET
NEW COA STORM
DRAIN VALLEY INLET
SEE SHEET C.4.05
WEST SAND FILTER
VAULT
RE: C.4.05 FOR PROFILE
EAST SAND FILTER
VAULT
SEE SHEET C.4.05
FOR PROFILE
STORM INLET STRUCTURE (INLET #3) W/
WINGWALLS; INSIDE DIM. OF STRUCTURE
TO MATCH EX. INLET STRUCTURE;
RE-INSTALL INLET GRATE FROM
ABANDONED INLET STRUCTURE
LIMITS OF LOWER LEVEL
STRUCTURE, TYP
WEST SWALE. SEE
SHEET 2.06 FOR
FURTHER INFORMATION
PATIO DRAIN, TYP
ABANDON EXISTING 15" STORM
DRAIN OR REMOVE AS NECESSARY.
EXISTING 18" RCP
STORM SEWER
PROPOSED 4' Ø
STORM (MH-A)
TRENCH DRAIN ABOVE STRUCTURE (BY
OTHERS). ROUTED TO SFV-WEST
PATIO DRAIN, TYP
SIZE AND LOCATIONS TO BE
DETERMINED PRIOR TO
BUILDING PERMIT.
PATIO INLET ABOVE
STRUCTURE (BY OTHERS)
PROPOSED 4' Ø
STORM (MH-B)
PROPOSED 4' Ø
STORM (MH-C)
PROPOSED AREA INLET #7
W/ LOCKABLE GRATE
EXISTING 18" RCP
STORM SEWER
NEW COA STORM
DRAIN CURB INLET
NEW COA STORM
DRAIN CURB INLET
REMOVE EXISTING STORM DRAIN
INLET AND REPLACE WITH NEW
CUSTOM COA STORM DRAIN
CURB INLET OVER EXISTING
STORM LINE
6" AREA INLET
PROPOSED 4' Ø STORM MH
TO SERVE AS INLET @ SUMP
(MH-D)
PROPOSED STORM INLET #8.
CONCRETE STRUCTURE w/
LOCKABLE GRATE.
PROPOSED SUMP INLET #6
W/ CONC. WINGWALLS & LOCKABLE
GRATE.
EAST ONSITE STORM PIPE TO
COLLECT ROOF DRAINS, PATIO
DRAINS AND DOWNSPOUTS. SIZE
AND LOCATIONS TO BE
DETERMINED PRIOR TO BUILDING
PERMIT.
WEST ONSITE STORM PIPE TO
COLLECT ROOF DRAINS, PATIO
DRAINS AND DOWNSPOUTS. SIZE
AND ALIGNMENT TO BE
CONFIRMED PRIOR TO BUILDING
PERMIT.AREA INLET (TYPICAL)
SIZE TO BE CONFIRMED PRIOR TO
BUILDING PERMIT.
MOUNTAIN ROAD SWALE
CONNECT PROPOSED
STORM DRAIN TO
EXISTING MANHOLE
ABANDON EXISTING AREA INLET
STRUCTURE & RESET GRATE OVER
PROPOSED INLET STRUCTURE
TRENCH DRAIN
(ABOVE STRUCTURE)
SLOT DRAIN ALONG
TOP BACK OF CURB
CONNECT SLOT DRAIN.
PROVIDE CLEANOUT
UPSTREAM OF CONNECTION
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
NORTH
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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CJB JKS
C.4.02
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
MASTER
DRAINAGE PLAN
10/10/20191 SD PRICING SET
1.PROPOSED CONTOURS ARE AT 2' INTERVALS, EXISTING CONTOURS ARE AT 2' INTERVALS.
2.PIPE LENGTHS MEASURED FROM INSIDE OF STRUCTURE TO INSIDE OF STRUCTURE OR FITTING TO
FITTING.
3.ALL ONSITE STORM PIPES TO BE SDR-35 GASKETED PVC PIPE OR AS NOTED ON PLANS. ALL STORM
PIPES WITHIN THE ROW SHALL BE REINFORCED CONCRETE PIPE.
4.ALL LANDSCAPE AND OVERFLOW INLETS SHALL BE STANDARD GRATES (BLACK) OR AS NOTED ON
PLANS WITH NYLOPLAST DRAIN BASINS OR PRE-APPROVED EQUIVALENT.
5.ALL GUTTER INLETS SHALL BE NEENAH 3462-B; VALLEY PAN INLETS WITHIN THE ROW SHALL BE
NEENAH R-3359;
6.PROVIDE CLEANOUTS AT ALL DOWNSPOUT LOCATIONS THAT ARE ROUTED TO UNDERGROUND
STORM PIPE.
7.0.5% MINIMUM ALLOWABLE LONGITUDINAL SLOPE FOR ALL DRAIN LINES.
8.CONTRACTOR TO ADHERE TO ALL MANUFACTURER'S INSTALLATION RECOMMENDATIONS.
DRAINAGE NOTES:
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE6''WL
16''W 16''W 16''W
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UE
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING ELEC, TELE, CABLE, GASXETGC
EXISTING GAS
XETC XETC
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
EXISTING ELEC, TELE, CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
LEGEND: PROPOSED UTILITIES
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
NOTE:
1.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.
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
3-2-20203 DETAILED REVIEW
>>>>>
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XS
D
4" RIGID PERF. PIPE W/
6" MIN. CDOT #67
AGGREGATE
18" SAND MEDIA +
DEBRIS SCREEN
DEBRIS SCREEN (3
4" WASHED
SCREENED ROCK)
6" WIDE
SEPARATOR
WALL
2' MIN 1.00'
FINISHED GRADE
6" WIDE
BAFFLE WALL
INLET PIPE7' MIN
24" SOLID MANHOLE LID & CASTING, TYP
CENTERED OVER CLEANOUT WHERE
APPLICABLE
OVERFLOW WEIR BAFFLE
WQCV
EXTEND UNDERDRAIN &
INSTALL END CAP
DISCHARGE PIPE UNDERDRAIN
CLEANOUT WITH CAP
NORTH
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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C.4.03
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
WATER QUALITY
TREATMENT
PLAN
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
JPP JKS
10-10-20191 SD PRICING
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
ASPEN
S
T
R
E
E
T
STORM MH 'B'
EAST STORM MH 'C' (DP#J-03)
EAST STORM MH 'D'
SERVES AS SUMP INLET
FOR COLLECTION OF
OFFSITE FLOWS
STORM INLET #1 & #4
WEST W.Q. VAULT
EAST W.Q. VAULT
EAST ONSITE SITE STORM PIPES & INLETS
(FINAL SIZE & LOCATION TO BE
DETERMINED PRIOR TO BUILDING PERMIT
APPLICATION)
WATER QUALITY LEGEND
EAST WATER QUALITY AREA
WEST WATER QUALITY AREA
STORM MH 'A'
CONCEPTUAL WATER QUALITY SUMMARY
PROJECT NUMBER:15101.06
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.
SAND FILTER VAULT TYPICAL DETAIL
NOTES:
1.STORMWATER ROUTING OF ROOF DRAINS TO BE CONFIRMED @ BUILDING PERMIT SUBMISSION WITH
FINAL WATER QUALITY TREATMENT VAULT DESIGN.
2.WATER QUALITY TREATMENT VOLUMES ARE CONSIDERED CONCEPTUAL. FINAL DESIGN AND DETAILS
WILL BE PROVIDED IN SUPPORT OF BUILDING PERMIT APPLICATION
TRENCH DRAIN
TRENCH DRAIN
SLOT DRAIN ALONG TOP
BACK OF MOUNTABLE
CURB
VALLEY PAN INLET
ISLAND
INLET
EXISTING INLET
(OS5) TO REMAIN
DE-01 DE-02POST S. ASPEN
STREET BASIN
WEST OFFSITE SWALE
WEST ONSITE SITE STORM PIPES & INLETS
(FINAL SIZE & LOCATION TO BE
DETERMINED PRIOR TO BUILDING PERMIT
APPLICATION)
3-2-20203 DETAILED REVIEW
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XGAS XGAS
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XEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XELXELXELXELXELXELXEL
XEL
XEL
XEL
XELXELXELXELXELXELXELXELXEL
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XUT
XUT
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XUT
XUT
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XUT
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XUT
XUT
XUT
XUTXG
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XE
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XS
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XS
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XSD XSD XSD XSD XSD
XSD XSD XSD XSD XSD XSD XSD
XSD XSD XSD
XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA XSA
XWL XWL XWL XWL XWL XWL
XW
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XW
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XW
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XGAS
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XGAS
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XGAS XGAS XGAS XGAS XGAS XGA
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XGA
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XETC XETC XETC XETC XETC XETC XETC XETC XETC
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XUT
XGASXGASXGASXGASXGASXGASXGASXGAS
X
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X
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XE
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TC
TC
TC
TC
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9+95 10+00 10+25 10+50 10+7
5
11+0
0
11+25
11+50 11+60
EXISTING STORM INLET SAS-13
RIM= 7992.63'
INV. IN (E) 15" PVC = 7986.60'
INV. OUT (N) 18" RCP = 7980.15'
8000
EA
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EXISTING UTILITIES TO BE
ABANDONED OR RE-ROUTED. RE:
MASTER UTILITY PLAN C.3.00
6" PVC STORM DRAIN
NEW STORM INLET #3
(RE-INSTALL INLET GRATE FROM
ABANDONED INLET STRUCTURE
NEENAH R-4895-2)
STA:11+59.15
RIM:8007.20
18" R.C.P. INV OUT:7998.65
SUMP:7998.15
NEW COA STORM DRAIN INLET #2
(REMOVE EXISTING STORM DRAIN INLET AND
REPLACE WITH NEW CUSTOM COA STORM DRAIN
CURB INLET OVER EXISTING STORM LINE)
STA:10+36.45
RIM:7994.74
FLOWLINE:7995.24
EX. 18" R.C.P. INV IN:7984.74
EX. 18" R.C.P. INV OUT:7984.65
SUMP:7984.15
PIPE-1
37.7' of 18" R.C.P. @ 9.00%
EX PIPE-2
33.4' of 18" R.C.P. @ 19.25%
REPLACE EXISTING CURB INLET WITH
NEW COA STORM DRAIN INLET #4
STA:20+01.75
RIM:7988.39
FLOWLINE:7988.89
18'' R.C.P. INV IN:7980.00
EX. 18" Reinforced Concrete Pipe INV OUT:7979.80
SUMP:7979.30
4'Ø STORM MH-A
STA:20+48.11
RIM:7996.80
18'' R.C.P. INV IN:7984.20
6'' PVC INV IN:7991.53
18'' R.C.P. INV OUT:7983.00
SUMP:7982.50
PIPE-2
43.6' of 18" R.C.P. @ 6.92%
NEW COA STORM DRAIN INLET #1
STA:20+01.78
RIM:7988.80
FLOWLINE:7989.30
EX 18" R.C.P. INV IN:7978.40
EX 18" R.C.P. INV OUT:7977.60
SUMP:7977.10
PIP
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8
42
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P
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@
3
.
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%
PROPOSED SITE WALLS
PROPOSED
GAS XING
STA:11+43.69
EXISTING STORM MANHOLE
(CONNECT PROPOSED STORM
DRAIN TO EXISTING MANHOLE)
STA:20+48.11
RIM:8000.20
LOWER RIM AS REQUIRED
18'' R.C.P. INV IN:7995.29
EX. 18'' R.C.P. INV OUT:7995.09
SUMP:7994.59
EXISTING INLET (OS5) TO REMAIN
STA:10+67.85
RIM:7999.78
EX. 18'' R.C.P. INV IN:7989.77
EX. 18'' R.C.P. INV OUT:7989.96
EX PIPE-1
64.4' of 18" Reinforced Concrete Pipe @ 19.25%
EX PIPE-329.1' of 18" R
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EXISTING INLET STRUCTURE TO BE
ABANDONED. EXISTING INLET
GRATE TO BE USED ON NEW INLET
STRUCTURE #3
GH-WEST PROFILE
7970
7980
7990
8000
8010
8020
8030
10+00
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79
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80
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80
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4
80
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80
1
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80
0
7
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2
0
EXISTING 8" SEWER SERVICE CROSSING
(FROM SHADOW MNT. TOWNHOMES)
STA: 10+82.45
INV= 7994.78'
(TO REMAIN)
PROPOSED TELE, CABLE
STA: 10+47.73
T.O.P.= 7994.15'
PROPOSED SITE WALLS
(BY OTHERS)
1.99
PIPE-1
37.7' of 18" R.C.P. @ 9.00%
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADEEXISTING GRADE
HORIZ. SCALE: 1 = 10'
VERT. SCALE: 1 = 10'
REPLACE EXISTING CURB INLET WITH
NEW COA STORM DRAIN INLET #2
STA:10+36.45
RIM:7994.74
FLOWLINE:7995.24
EX. 18" R.C.P. INV IN:7984.74
EX. 18" R.C.P. INV OUT:7984.65
SUMP:7984.15
NEW STORM INLET #3
STA:11+59.15
RIM:8007.20
18" R.C.P. INV OUT:7998.65
SUMP:7998.15
STA: 10+82.45
INV.= 7991.27'
EX PIPE-2
33.4' of 18"
R
.
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1
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5
%
NEW COA STORM DRAIN INLET #1
STA:20+01.78
RIM:7988.80
FLOWLINE:7989.30
EX. 18" R.C.P. INV IN:7978.40
EX. 18" R.C.P. INV OUT:7977.60
SUMP:7977.10 ANTICIPATED WALL FOOTER
4.00
4.00
PROPOSED GAS
STA: 11+43.69
T.O.P.= 8002.51'
EXISTING STORM MANHOLE
STA:20+48.11
RIM:8000.20
(LOWER RIM AS REQUIRED)
18'' R.C.P. INV IN:7995.29
EX. 18'' R.C.P. INV OUT:7995.09
SUMP:7994.59
EXISTING INLET (OS5) TO REMAIN
STA:10+67.85
RIM:7999.78
EX. 18'' R.C.P. INV IN:7989.77
EX. 18'' R.C.P. INV OUT:7989.96
SUMP:7989.77
EX PIPE-3
29.1' of 18"
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STA: 10+69.83
INV.= 7990.21'
NORTH
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
010 10 20
10
405
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
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CJB JKS
C.4.04
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 STORM
PIPE PROFILE
10/10/20191 SD PRICING SET
1.PROPOSED CONTOURS ARE AT 2' INTERVALS, EXISTING
CONTOURS ARE AT 2' INTERVALS.
2.PIPE LENGTHS MEASURED FROM INSIDE OF STRUCTURE TO
INSIDE OF STRUCTURE OR FITTING TO FITTING.
3.ALL ONSITE STORM PIPES TO BE SDR-35 GASKETED PVC PIPE
OR AS NOTED ON PLANS. ALL STORM PIPES WITHIN THE ROW
SHALL BE REINFORCED CONCRETE PIPE.
4.ALL LANDSCAPE AND OVERFLOW INLETS SHALL BE
STANDARD GRATES (BLACK) OR AS NOTED ON PLANS WITH
NYLOPLAST DRAIN BASINS OR PRE-APPROVED EQUIVALENT.
5.ALL GUTTER INLETS SHALL BE NEENAH 3462-B; VALLEY PAN
INLETS WITHIN THE ROW SHALL BE NEENAH R-3359;
6.PROVIDE CLEANOUTS AT ALL DOWNSPOUT LOCATIONS THAT
ARE ROUTED TO UNDERGROUND STORM PIPE.
7.0.5% MINIMUM ALLOWABLE LONGITUDINAL SLOPE FOR ALL
DRAIN LINES.
8.CONTRACTOR TO ADHERE TO ALL MANUFACTURER'S
INSTALLATION RECOMMENDATIONS.
DRAINAGE NOTES:
NOTE:
1.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.
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE6''WL
16''W 16''W 16''W
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UE
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING ELEC, TELE, CABLE, GASXETGC
EXISTING GAS
XETC XETC
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
EXISTING ELEC, TELE, CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
LEGEND: PROPOSED UTILITIES
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
WEST STORM PIPE
WEST STORM PIPE PROFILE
S. ASPEN STREET
3-2-20203 DETAILED REVIEW
X
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A
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XG
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T
C
T
C
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
1
6
'
'
W
L
1
6
'
'
W
L
1
6
'
'
W
L
1
6
'
'
W
L
1
6
'
'
W
L
1
6
'
'
W
L
1
6
'
'
W
L
1
6
'
'
W
L
1
6
'
'
W
L
1
6
'
'
W
L
UEL
UEL
UEL
UEL
UEL ET ET ET ET ET ET ET ET ET ET ET ET ET
E
T
E
T
E
T
E
T
E
T
E
T
E
T
E
T
GAS GAS
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
GAS
GAS
GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
G
A
S
G
A
S
G
A
S
GA
S
GA
S
GA
S
GA
S
SANG
A
S
G
A
S
GA
S
UE
L
UE
L
SAN
8''
SA
8''
SA
8''
SA
8''SA 8''SA 8''SA 8''SA 8''SA 8''SA
8''
SA
8''
SA
8''
SA
8''
SA
8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA 8''SA
8
'
'
S
A
8
'
'
S
A
8
'
'
S
A
8
'
'
S
A
8
'
'
S
A
8
'
'
S
A
8
'
'
SAN
TEL TEL TEL TEL TEL
20
+
0
0
20
+
2
5
20+50
20+75
21+00
21+25
21+50
21+75
2
2
+
0
0
2
2
+
2
5
2
2
+
5
0
0
+
0
0
0+
5
0
0+
6
3
0+
0
0
0+
3
2
WATER SERVICE CROSSING
STA:20+93.32
(GH-WEST)
SEWER SERVICE
CROSSING
STA:21+96.33
(GH-WEST)
8" SEWER
SVC CROSSING
STA:0+11.67
(SFV WEST)
8" SEWER
SVC. CROSSING
STA:0+08.76
(SFV EAST)
80
0
0
80
0
0
WEST
WQ
VAULT
EAST
WQ
VAULT
LIMITS OF PROPOSED
BELOW GRADE STRUCTURE
REPLACE EXISTING CURB INLET WITH
NEW COA STORM DRAIN INLET #4
STA:20+01.75
RIM:7988.39
FLOWLINE:7988.89
18'' R.C.P. INV IN:7980.00
EX. 18" Reinforced Concrete Pipe INV OUT:7979.80
SUMP:7979.30
4'Ø STORM MH-A
STA:20+48.11
RIM:7996.80
18'' R.C.P. INV IN:7984.20
6'' PVC INV IN:7991.53
18'' R.C.P. INV OUT:7983.00
SUMP:7982.50
4'Ø STORM MH-C
STA:21+85.98
RIM:7997.40
18'' HDPE INV IN:7987.20
10'' PVC INV IN:7987.68
18'' R.C.P. INV OUT:7987.00
SUMP:7986.50
4' ∅ STORM MH-D
W/ OPEN GRATE
STA:22+23.68
RIM:7996.00
15'' HDPE INV IN:7991.00
18'' HDPE INV OUT:7990.80
SUMP:7990.30
PI
P
E
-
2
43
.
6
'
o
f
1
8
"
R
.
C
.
P
.
@
6
.
9
2
%
4'Ø STORM MH-B
STA:21+34.78
RIM:7997.83
18'' R.C.P. INV IN:7986.05
10'' PVC INV IN:7986.72
18'' R.C.P. INV OUT:7985.85
SUMP:7985.35
PIPE-382.7' of 18" R.C.P. @ 2.00%
PIPE-447.2' of 18" R.C.P. @ 2.00%
P
I
P
E
-
5
3
4
.
1
'
o
f
1
8
"
H
D
P
E
.
@
1
0
.
6
8
%
9
7
.
2
'
o
f
1
6
"
H
D
P
E
@
9
.
2
9
%
P
I
P
E
-
9
1
4
.
1
'
o
f
1
0
"
P
.
V
.
C
.
@
1
2
.
0
4
%
NEW STORM INLET #9
COA STORM DRAIN INLET
WITH VALLEY PAN GRATE
STA:0+61.11
RIM:7998.20
10" P.V.C. INV OUT:7994.00
SUMP:7993.50
PI
P
E
-
1
0
27
.
7
'
o
f
1
0
"
P
.
V
.
C
.
@
1
.
9
9
%
WEST QUALITY TREATMENT VAULT
STA:0+23.89
TOP OF LID:7996.05
FG:7998.05
10" P.V.C. INV IN:7993.45
10" P.V.C. INV OUT:7988.39
EAST QUALITY TREATMENT VAULT
STA:0+23.91
TOP OF LID:7995.62
FG:7996.68
10" P.V.C. INV OUT:7987.95
PI
P
E
-
1
1
13
.
8
'
o
f
1
0
"
P
.
V
.
C
.
@
2
.
0
0
%
NEW STORM DRAIN INLET #5
6" AREA INLET
STA:20+89.30
RIM:7998.00
6" P.V.C. INV OUT:7993.00
SUMP:7992.50
PIP
E
-
8
42.
8
'
o
f
6
"
P
.
V
.
C
.
@
3
.
3
8
%
0
+
0
0
0+4
6
PROPOSED GAS XING
STA:0+16.93
(MH-A TO INLET #5)
PROPOSED ELEC XING
STA:0+12.07
(MH-A TO INLET #5)
8" SEWER
SVC CROSSING
STA:0+42.49
(SFV WEST)
RIM:7998.01'
RIM:7998.08'
RIM:7998.18'
RIM:7996.86'
RIM:7996.84'
RIM:7997.13'
WATER MAIN CROSSING
STA:20+38.99
(GH-WEST)
PROPOSED
GAS XING
STA:0+09.67
(SFV EAST)
PROPOSED
GAS XING
STA:0+06.30
(SFV WEST)
PROPOSED TELE XING
STA:20+43.36
(GH-WEST)
PROPOSED ELEC XING
STA:20+67.48
(GH-WEST)
TRENCH DRAIN INTERNAL
ROUTING, CONNECT TO
EAST WQ VAULTEXISTING STORM MANHOLE
(CONNECT PROPOSED STORM
DRAIN TO EXISTING MANHOLE)
STA:20+48.11
RIM:8000.20
LOWER RIM AS REQUIRED
18'' R.C.P. INV IN:7995.29
EX. 18'' R.C.P. INV OUT:7995.09
SUMP:7994.59
RIM:7996.0'
SLOT DRAIN ALONG BACK OF CURB
GH-EAST PROFILE
7970
7980
7990
8000
8010
20+00
79
8
8
.
6
79
8
8
.
6
4
79
9
2
.
7
79
9
2
.
7
4
20+50
79
9
7
.
1
79
9
6
.
7
8
79
9
9
.
6
79
9
7
.
2
1
21+00
80
0
2
.
1
79
9
7
.
3
7
80
0
0
.
3
79
9
7
.
4
1
21+50
79
9
9
.
0
79
9
7
.
3
9
79
9
8
.
0
79
9
7
.
0
8
22+00
80
0
1
.
6
79
9
7
.
7
6
80
0
9
.
1
79
9
6
.
5
7
22+50
80
0
9
.
7
80
0
1
.
3
9
7990
7980
8010
8000
STA: 20+38.99
UTILITY XING
16" WATER MAIN
T.O.P.= 7987.98'STA: 21+96.33
UTILITY XING
8" RUTHIES SEWER SERVICE
INV.= 7991.41'
STA: 21+96.33
INV.= 7988.09'
STA: 20+93.32
INV.= 7985.06'
HORIZ. SCALE: 1 = 10'
VERT. SCALE: 1 = 10'
REPLACE EXISTING CURB INLET WITH
NEW COA STORM DRAIN INLET #4
STA:20+01.75
RIM:7988.39
FLOWLINE:7988.89
18'' R.C.P. INV IN:7980.00
18'' R.C.P. INV OUT:7979.80
SUMP:7979.30
4'∅ STORM MH-D
W/ OPEN GRATE
STA:22+23.68
RIM:7996.00
15'' HDPE INV IN:7991.00
18'' HDPE INV OUT:7990.80
SUMP:7990.30
PIPE-5
34.1' of 18" HDPE @
1
0
.
6
8
%
4'Ø STORM MH-C
STA:21+85.98
RIM:7997.40
18'' HDPE INV IN:7987.20
10'' PVC INV IN:7987.68
18'' R.C.P. INV OUT:7987.00
SUMP:7986.50
PIPE-4
47.2' of 18" Reinforced Concrete Pipe @ 2.00%
4'Ø STORM MH-B
STA:21+34.78
RIM:7997.83
18'' R.C.P. INV IN:7986.05
10'' PVC INV IN:7986.72
18'' R.C.P. INV OUT:7985.85
SUMP:7985.35
PIPE-3
82.7' of 18" Reinforced Concrete Pipe @ 2.00%
4'Ø STORM MH-A
STA:20+48.11
RIM:7996.80
18'' R.C.P. INV IN:7984.20
6'' PVC INV IN:7991.53
18'' R.C.P. INV OUT:7983.00
SUMP:7982.50
PIPE-2
43.6' of 18" Reinforced Concr
e
t
e
P
i
p
e
@
6
.
9
2
%
1.78 1.52
STA: 20+93.32
UTILITY XING
6" WATER SERVICE
T.O.P.= 7988.87'
STA: 20+38.99
INV.= 7982.54'
1.76
PIPE-6
97.2' of 16" HDPE @ 9
.
2
9
%
PROPOSED GRADEEXISTING GRADE
PROPOSED TELE
STA: 20+43.36
T.O.P.= 7991.91'
PROPOSED ELECTRIC
STA: 20+67.48
T.O.P.= 7993.16'
SFV-WEST PROFILE
7980
7990
8000
8010
7980
7990
8000
8010
-0+05 0+00
79
9
9
.
8
79
9
7
.
7
6
80
0
3
.
1
79
9
8
.
0
3
0+50
80
0
4
.
3
79
9
8
.
2
1
0+81
SFV-EAST PROFILE
7980
7990
8000
8010
7980
7990
8000
8010
-0+05 0+00
79
9
8
.
2
79
9
7
.
3
6
79
9
6
.
6
5
0+45
7' MIN.7' MIN.
1.00'2.00'
STA: 0+42.58
INV.= 7993.66'
PROPOSED 8" SEWER SVC
STA: 0+42.58
INV.= 7989.93'
8" SEWER SVC.
STA: 0+08.76
INV.= 7991.26'
STA: 0+11.59
INV.= 7987.88'
STA: 0+08.76
INV.= 7987.81'
HORIZ. SCALE: 1 = 10'
VERT. SCALE: 1 = 10'
HORIZ. SCALE: 1 = 10'
VERT. SCALE: 1 = 10'
MH-A TO INLET #5 PROFILE
7980
7990
8000
8010
7980
7990
8000
8010
PROPOSED 8" SEWER SVC
STA: 0+11.59
INV.= 7990.29'
PROPOSED GAS
STA: 0+06.32
INV.= 7994.99'
NEW STORM INLET #9
COA STORM DRAIN INLET
WITH VALLEY PAN GRATE
STA:0+61.11
RIM:7998.20
10'' PVC INV OUT:7994.00
SUMP:7993.50
PIPE-10
27.7' of 10" P.V.C. @ 1.99%
WEST QUALITY TREATMENT VAULT
STA:0+23.89
TOP OF LID:7996.05
FG:7998.05
10'' PVC INV IN:7993.45
10'' PVC INV OUT:7988.39
PIPE-9
14.1' of 10" P.V.C. @ 12.04%
4'Ø STORM MH-B
STA:21+34.78
RIM:7997.83
18'' R.C.P. INV IN:7986.05
10'' PVC INV IN:7986.72
18'' R.C.P. INV OUT:7985.85
SUMP:7985.35
4'Ø STORM MH-C
STA:21+85.98
RIM:7997.40
18'' HDPE INV IN:7987.20
10'' PVC INV IN:7987.68
18'' R.C.P. INV OUT:7987.00
SUMP:7986.50
EAST QUALITY TREATMENT VAULT
STA:0+23.91
TOP OF LID:7995.62
FG:7996.68
10'' PVC INV OUT:7987.95
PIPE-11
13.8' of 10" P.V.C. @ 2.00%
PROPOSED GAS
STA: 0+09.67
INV.= 7994.30'
PROPOSED GRADEEXISTING GRADE
1.54
3.03
2.57
0+00
79
9
6
.
7
79
9
6
.
7
3
79
9
7
.
5
79
9
7
.
4
8
0+46
79
9
8
.
0
79
9
8
.
0
0
PROPOSED GAS
STA: 0+16.93
T.O.P.= 7994.44'
PROPOSED ELECTRIC
STA: 0+12.07
T.O.P.= 7993.38'
4'Ø STORM MH-A
STA:20+48.11
RIM:7996.80
18" R.C.P. INV IN:7984.20
6" R.C.P. INV IN:7991.53
18" R.C.P. INV OUT:7983.00
SUMP:7982.50
NEW STORM DRAIN INLET #5
6" AREA INLET
STA:20+89.30
RIM:7998.00
6'' PVC INV OUT:7993.00
SUMP:7992.50
PIPE-8
42.8' of 6" P.V.C. @ 3.38%
HORIZ. SCALE: 1 = 10'
VERT. SCALE: 1 = 10'
N
O
R
T
H
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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CJB JKS
C.4.05
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
EAST STORM
PIPE PROFILE
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
010 10 20
10
405
10/10/20191 SD PRICING SET
STA 20+00 - 22+50
MATCH LINE STA: 22+50
SEE SHEET C.4.06
MA
T
C
H
L
I
N
E
S
T
A
:
2
2
+
5
0
SE
E
S
H
E
E
T
C
.
4
.
0
6
NOTE:
1.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.
PROPOSED ELECTRIC MANHOLE
PROPOSED DRAINAGE DRY-WELL
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED 6" WATER SERVICE6''WL
16''W 16''W 16''W
PROPOSED 8" SANITARY SEWER MAIN
PROPOSED GAS
TC
GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED FIBER OPTIC
PROPOSED STORM SEWER
PROPOSED TELE & CABLE
UE
FO FO
8''SA
PROPOSED 16" WATER MAIN
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING SETBACK (XX')STBK
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING ELEC, TELE, CABLE, GASXETGC
EXISTING GAS
XETC XETC
EXISTING TELEPHONE
XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
EXISTING ELEC, TELE, CABLE
XUT XUT
XEL XEL
XTV XTV
XSA XSA
LEGEND: PROPOSED UTILITIES
SAN
DRY
WELL
LEGEND: EXISTING UTILITIES
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
3-2-20203 DETAILED REVIEW
XSD
XSD
XSD
XSD
XSD
ST
XUT
X
E
L
X
E
L
X
E
L
XEL
XWL
XWL
XWL
XUT
XUT
XUT
XUT
XUT
X
U
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X
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X
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T
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XUT
XUT
XUT
XUT
XUT
XU
T
XU
T
XU
T
XUT
XUT
XUT
XUT
XUT
XUT
XUTXUTXUT
X
E
L
XWL
XW
L
XWL
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWL
XWL
XWL
XWL
XWL
6" CIP
16'' WL
16'' WL
16'' WL
16'' WL
16
'
'
WL
16
'
'
WL
16
'
'
6''WL 6''WL 6''WL 6''WL
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8''SA
8
'
'
S
A
8
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8
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8
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8
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ET
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ET
ET
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ET
ET
ET
ET
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ET
E
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GAS
GAS
GAS
GAS
GAS
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
GA
S
G
A
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G
A
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A
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A
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A
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GAS
GAS
SW
I
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A
R
RE
C
L
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R
XF
R
M
R
SA
N
SA
N
SA
8''SA
8''SA
8''SA
4
'
'
W
L
4
'
'
W
L
UE
L
UEL
UEL
UEL
UE
L
UE
L
UE
L
UE
L
UEL
U
E
L
6''WL
6''WL6''WL6''WL6''WL6''WL
6''
WL
6''
W
L
6''
WL
UEL
22+50
22+75
23+00 23+25
23+50
23+75
24+00
24+25
24+50
24+7524+77
RUTHIE'S SEWER
SERVICE CROSSING
STA:23+22.30
OFF:-12.85L
SEWER INV.=8004.57
STORM INV.=8001.30
8
0
1
0
8
0
2
0
8
0
3
0
80
4
0
ABANDON EXISTING
INLET AND HEADWALL &
STORM PIPE
8040
8030
8020
MOUNTAIN QUEEN CONDOS
EX. FIRE ACCESS &
DRAINAGE EASEMENT
EASEMENT TO REMAIN
NEW STORM INLET #6
STA:23+23.49
RIM:8007.22
8'' HDPE INV IN:8001.03
12'' HDPE INV IN:8000.20
15'' HDPE INV OUT:8000.00
SUMP:7999.50
NEW STORM INLET #8
STA:24+75.26
RIM:8037.00
8'' HDPE INV OUT:8033.00
SUMP:8032.50
PIPE-6
97.4' of 16" HDPE @ 9.29%
PIPE-7153.3' of 8"
H
D
P
E
@
2
1
.
4
2
%
NEW AREA INLET #7
STORM INLET WITH
CONCRETE HEADWALL
STA:23+21.50
OFFSET:-35.72L
RIM:8008.00
12'' HDPE INV OUT:8003.41
SUMP:8002.91
PI
P
E
-
6
A
33
.
9
'
o
f
1
2
"
H
D
P
E
@
9
.
5
9
%
7970
7980
7990
8000
8010
8020
8030
8040
8050
8060
22+50
80
0
9
.
7
80
0
1
.
3
9
80
1
1
.
9
80
0
4
.
4
4
23+00
80
1
4
.
7
80
0
6
.
4
0
80
1
6
.
5
80
0
7
.
5
1
23+50
80
1
8
.
3
80
1
1
.
4
8
80
2
3
.
1
80
1
6
.
5
3
24+00
80
2
7
.
1
80
2
1
.
6
9
80
3
1
.
3
80
2
6
.
8
5
24+50
80
3
5
.
4
80
3
2
.
0
1
80
3
9
.
0
80
3
6
.
9
4
24+77
80
3
9
.
2
80
3
7
.
5
2
7990
8040
7980
8010
8000
8020
8030
8050
HORIZ. SCALE: 1 = 10'
VERT. SCALE: 1 = 10'
NEW STORM INLET #8
STA:24+75.26
RIM:8037.00
8'' HDPE INV OUT:8033.00
SUMP:8032.50
PIPE-7
153.3' of 8
"
H
D
P
E
@
2
1
.
4
2
%
NEW STORM INLET #6
STA:23+23.49
RIM:8007.22
8'' HDPE INV IN:8001.03
12'' HDPE INV IN:8000.20
15'' HDPE INV OUT:8000.00
SUMP:7999.50
PIPE-6
97.4' of 16" HDPE @ 9.
2
9
%
PROPOSED GRADEEXISTING GRADE
NO
R
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DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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CJB JKS
C.4.06
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
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
010 10 20
10
405
EAST STORM
PIPE PROFILE
STA 22+50 - END
10/10/20191 SD PRICING SET
MA
T
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2
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+
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2
2
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4
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0
5
NOTE:
1.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.
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
3-2-20203 DETAILED REVIEW
12"
24" TYP.
24" TYP.
BACKFILL WITH ONSITE GRAVEL
OR PITRUN COMPACTED TO 95%
STANDARD PROCTOR
STANDARD CAST IRON OR ALUM.
MANHOLE STEPS PLACED AT MAX.
15" O.C. ORIENT STEPS TO ALIGN
BENEATH ACCESS LID
6" PVC PERFORATED
RISER PIPE WITH GOOSE NECK
& WRAPPED IN FILTER FABRIC
SEPARATOR FILTER
FABRIC (TYP.)
PRECAST CONCRETE LID SECTION
WITH RUST RESISTANT ACCESS
HATCH WITH LIFTING HANDLES
1 1
2"DIA. WASHED ROCK
ATTACH FILTER FABRIC TO INSIDE OF
PERFORATED BARREL SECTIONS
CONCRETE GRADE BEAMS TO
SUPPORT DRYWELL BARREL SECTIONS
4" OF 3
4" DIA. WASHED ROCK
(CDOT #67 OR APPROVED EQUAL)
PLACED UNDER STRUCTURE TO
ACT AS A LEVELING COURSE
GRADE RINGS, TYP.
24"Ø STEEL FRAME & ACCESS LID
12" MIN. SOIL COVER
5' INSIDE
DIAMETER
MEDIUM STREET TREE
(TYP.)
DEEPROOT UB18-2 ROOT BARRIER,
TYP. BOTH SIDES
TREE ROOTBALL
PLANTING SOIL, TAMPED TO MAX. 85%
COMPACTION BELOW ROOTBALL
ANCHOR EACH SILVA CELL TO
GROUND WITH (4) 10" SPIKE,<10MM
DIA., SEE CELL BASE FOR SPIKE HOLE
NON-WOVEN GEOTEXTILE
(ADS 0801T, MIRAFI 180 N, GEOTEX 801 OR PRE-APPROVED
EQUIVALENT)
PLANTING SOIL PER SILVA CELL
SPECIFICATIONS, INSTALLED IN 8" LIFTS (2 LIFTS
PER CELL)
4" MIN. 3
4" MINUS ROCK; CDOT #67 OR APPROVED EQUAL
SUB BASE, 3 PASSES WITH PLATE COMPACTORSUBGRADE BELOW GEOTEXTILE AND AGGREGATE
BASE COURSE, COMPACTED TO 95% OR BY 3 PASSES
WITH PLATE COMPACTOR, WHICHEVER IS GREATER
ADJACENT CONCRETE SIDEWALK
w/ TURNED DOWN EDGE TO REST
ON FRAME
OPEN LANDSCAPING;
IE. NO TREE GRATE
2" (R-10) HIGH DENSITY RIGID
INSULATION
WRAP SILVA CELLS W/ GEOGRID (STRATAGRID SG
150, MIRAGRID 2XT, FORTRAC 35, SF 20 BIAXIAL OR
PRE-APPROVED EQ. ZIP TIE GEOGRID TO SILVA CELL.
PROVIDE A MINIMUM OF 12" OVERLAP ON TOP AND
6" ON BOTTOM
HP 570 WOVEN GEOTEXTILE
FABRIC. EXTEND 18" MIN.
BEYOND EXCAVATION.
12"
12." MIN.
SUBBASE: 4" MIN. 3
4" MINUS ROCK; CDOT
#67 OR APPROVED EQUAL
4" INSPECTION RISER TO
PROVIDE MONITORING OF SOIL
MOISTURE; RE. TO INSPECTION
RISER DETAIL THIS SHEET.
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
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C.5.00
OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
SITE DETAILS
NEW ASPHALT
NOTES:
1.THE SAWCUT SHALL BE FULL DEPTH AND 12" MINIMUM FROM THE EXISTING EDGE OF ASPHALT.
2.THE DEPTH OF THE MILLING SHALL BE THE SAME AS THE THICKNESS OF THE TOP LIFT OF ASPHALT: 2" MINIMUM.
3.THE WIDTH OF THE MILLING AREA SHALL BE 12" MINIMUM, BUT CAN BE UP TO THE FULL WIDTH OF EXISTING ASPHALT.
4.WITHIN THROUGH LANES THE LONGITUDINAL SEAMS AT THE EDGES OF THE MILLED AREAS SHELL BE PARALLEL TO THE DIRECTION OF
TRAVEL AND TRANSVERSE SEAMS AT THE ENDS OF THE MILLED AREAS SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL.
APPLY TACK COAT
EXISTING ASPHALT
SAWCUT
2"
MILLING
12" MIN
VARIES
SEE PLANS
2" HMA OVER 3" HMA. OR
MATCH EXISTING THICKNESS,
WHICHEVER IS GREATER
SCALE: N.T.S.
SHEER STEP ASPHALT PATCH DETAIL
6"
2"
4'
REFER TO DETAIL 3/C6.0 FOR SUBGRADE PREP
STL. REINFORCED; RE. TO NOTES
NOTES:
1.CONCRETE MUST CONFORM TO CDOT CLASS D (MIN. 28-DAY COMPRESSIVE STRENGTH OF 4,500 PSI); 80% OF THIS STRENGTH TO BE
ACHIEVED IN THE FIRST 7-DAYS.
2.CONCRETE SHALL CONTAIN FIBERMESH 300 PER OR APPROVED EQUIVALENT PER MANUFACTURER'S RECOMMENDATIONS.
3.RE. TO LANDSCAPE PLANS FOR SNOWMELT AREAS
4.RE. TO MECH. DWGS FOR SNOWMELT SYSTEM DESIGN
5.SNOWMELT CONCRETE TO INCLUDE STEEL REINFORCEMENT; RE. TO CONCRETE REINFORCEMENT NOTES
6.CONTRACTOR TO EXCAVATE EXISTING SUBGRADE AS REQUIRED TO ACCOMMODATE THE CONCRETE PAVEMENT SECTION.
7.6" AGGREGATE BASE COURSE SHALL BE PLACED UNDER CURB, MOISTURE TREATED TO WITHIN 2 PERCENT OF OF OPTIMUM MOISTURE
CONTENT, AND COMPACTED TO AT LEAST 95% OF MAXIMUM MODIFIED PROCTOR DENSITY.
8.PLACEMENT AND COMPACTION OF AGGREGATE BASE COURSE SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL
ENGINEER. PLACEMENT SHALL NOT COMMENCE UNTIL THE UNDERLYING SUBGRADE IS PROPERLY PREPARED AND TESTED.
9.THE SUBGRADE & BASE COURSE SHALL BE PROOF ROLLED AFTER THE REQUIRED COMPACTION HAS BEEN OBTAINED AND THE SUBGRADE
HAS BEEN SHAPED TO THE REQUIRED CROSS SECTION. PROOF ROLLING SHALL BE PERFORMED IN ACCORDANCE WITH CDOT
SPECIFICATIONS WITH A VEHICLE WITH A MINIMUM AXLE LOAD OF 18 kips PER AXLE AND OBSERVED BY PROJECT ENGINEER AND/OR
PROJECT GEOTECHNICAL ENGINEER.
REINFORCING NOTES:
1.REINFORCING BARS SHALL BE ASTM A-615 GRADE 60.
2.REINFORCEMENT BARS SHALL BE #4 AND SPACED 18-INCH ON CENTER BOTH WAYS (X & Y).
3.MAINTAIN A 2" MINIMUM CLEAR DISTANCE FROM EDGE OF BAR TO EDGE OF CONCRETE.
4.REINFORCING LAP SPLICES SHALL BE A MINIMUM OF 40 BAR DIAMETERS UNLESS OTHERWISE NOTED.
5.PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS.
6.ALL REINFORCING SPACINGS ARE MAXIMUM ON CENTER AND ALL REINFORCING IS CONTINUOUS
UNLESS OTHERWISE NOTED.
7.CONCRETE TO INCLUDE FIBERMESH 300 (3
4" FIBERS) AT 1.5 LBS PER CUBIC YARD.
8.MAINTAIN 2" MIN. & 2.5" MAX. CLEARANCE BETWEEN BOTTOM OF SLAB TO BOTTOM OF SNOWMELT
TUBING TO ENSURE PROPER SAW CUT DEPTH CAN BE ACCOMMODATED WITHOUT DAMAGING
SNOWMELT SYSTEM.
SCALE: N.T.S.
4' DRAIN CONCRETE PAN
SCALE: N.T.S.
STORM DRAIN INLET DETAIL
NOTES:
1.CITY OF ASPEN INLET STRUCTURE DETAIL PROVIDED FOR MINIMUM REQUIREMENTS. CONTRACTOR
SHALL SUPPLY SHOP DRAWINGS FOR FINAL APPROVAL.
2.SINGLE GUTTER INLETS LOCATED ADJACENT TO VERTICAL CURB SHALL BE NEENAH 3462-B
8" MIN. UNLESS
OTHERWISE NOTED
SCALE: N.T.S.
TYPICAL CONCRETE WITH SNOWMELT & IN TRAFFIC RATED AREAS
TYPICAL CONCRETE PAVEMENT SUBGRADE
SECTION (SEE DETAIL 3/C6.0)
SAW CUT; RE. TO NOTE 5
2" MIN.CLR.
2" (R-10) HIGH DENSITY RIGID
INSULATION
UNDER CONCRETE
30 PSI MIN. (NON-TRAFFIC AREAS)
100 PSI MIN. (TRAFFIC RATED AREAS)
WIRE TIE 5
8" DIA. SNOWMELT
TUBING TO STL. REINFORCEMENT
AS NECESSARY TO PREVENT
TUBING FROM FLOATING.
NOTES:
1.CONCRETE MUST CONFORM TO CDOT CLASS D (MIN. 28-DAY COMPRESSIVE
STRENGTH OF 4,500 PSI); 80% OF THIS STRENGTH TO BE ACHIEVED IN THE FIRST
7-DAYS.
2.RE. TO ARCHITECTURAL PLANS FOR SNOWMELT AREAS
3.RE. TO MECH. DWGS FOR SNOWMELT SYSTEM DESIGN
4.SNOWMELT CONCRETE TO INCLUDE STEEL REINFORCEMENT; RE. TO CONCRETE
REINFORCEMENT NOTES
5.SAW CUTS IN TRAFFIC RATED AREAS SHALL BE T/3 IN DEPTH & 3
16" WIDE; SAW
CUTS IN NON-TRAFFIC RATED AREAS SHALL BE SET AT T/4 IN DEPTH & 3
8" WIDE.
6.CONTROL JOINT SPACING SHALL NOT EXCEED A 1.5:1 RATIO (LENGTH:WIDTH)
7.RE. LANDSCAPE PLANS FOR FINISH AND CONTROL JOINT PATTERN.
8.RE. LANDSCAPE PLANS FOR DECORATIVE SAWCUT LAYOUT.
9.SAWCUT CONTROL JOINTS TO INCLUDE BACKER ROD AND JOINT SEALANT.
REINFORCING NOTES:
1.REINFORCING BARS SHALL BE ASTM A-615 GRADE 60.
2.REINFORCEMENT BARS SHALL BE #4 AND SPACED 18-INCH ON CENTER BOTH WAYS (X & Y).
3.MAINTAIN A 2" MINIMUM CLEAR DISTANCE FROM EDGE OF BAR TO EDGE OF CONCRETE.
4.REINFORCING LAP SPLICES SHALL BE A MINIMUM OF 40 BAR DIAMETERS UNLESS OTHERWISE
NOTED.
5.PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS.
6.ALL REINFORCING SPACINGS ARE MAXIMUM ON CENTER AND ALL REINFORCING IS CONTINUOUS
UNLESS OTHERWISE NOTED.
7.CONCRETE TO INCLUDE FIBERMESH 300 (3
4" FIBERS) AT 1.5 LBS PER CUBIC YARD.
8.MAINTAIN 2" MIN. & 2.5" MAX. CLEARANCE BETWEEN BOTTOM OF SLAB TO BOTTOM OF
SNOWMELT TUBING TO ENSURE PROPER SAW CUT DEPTH CAN BE ACCOMMODATED WITHOUT
DAMAGING SNOWMELT SYSTEM.
6" MIN. CLASS 6 ABC
CONC. SECTION VARIES
(SEE NOTE 1 BELOW)
COMPACTED TO 95% OF MAX
MODIFIED PROCTOR DENSITY
WITHIN 2% OF OPTIMUM
MOISTURE
PREPPED SUBGRADE OR
STRUCTURE BELOW
STRUCTURAL
BACKFILL (VARIES)
NOTES:
1.CONCRETE IN NON-TRAFFIC RATED SIDEWALK AREAS SHALL BE A MIN. OF 4-INCHES & SNOWMELT CONCRETE & CONCRETE IN TRAFFIC RATED AREAS SHALL BE A MIN. OF 8-INCHES.
2.CONCRETE MUST CONFORM TO CDOT CLASS D (MIN. 28-DAY COMPRESSIVE STRENGTH OF 4,500 PSI); 80% OF THIS STRENGTH TO BE ACHIEVED IN THE FIRST 7-DAYS.
3.CONCRETE THICKNESS SHALL BE A 8" MIN. IN SNOWMELT & TRAFFIC AREAS. NON-SNOWMELT & NON-TRAFFIC RATED AREAS SHALL BE 4" MIN.
4.CONCRETE SHALL CONTAIN FIBERMESH 300 PER OR APPROVED EQUIVALENT PER MANUFACTURER'S RECOMMENDATIONS.
5.CONTRACTOR TO EXCAVATE EXISTING SUBGRADE AS REQUIRED TO ACCOMMODATE THE CONCRETE PAVEMENT SECTION.
6.AGGREGATE BASE COURSE SHALL BE LAID IN THIN LIFTS NOT TO EXCEED 6-INCHES, MOISTURE TREATED TO WITHIN 2 PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND COMPACTED
TO AT LEAST 95% OF MAXIMUM MODIFIED PROCTOR DENSITY.
7.PLACEMENT AND COMPACTION OF AGGREGATE BASE COURSE SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL ENGINEER. PLACEMENT SHALL NOT COMMENCE
UNTIL THE UNDERLYING SUBGRADE IS PROPERLY PREPARED AND TESTED.
8.THE SUBGRADE & BASE COURSE SHALL BE PROOF ROLLED AFTER THE REQUIRED COMPACTION HAS BEEN OBTAINED AND THE SUBGRADE HAS BEEN SHAPED TO THE REQUIRED CROSS
SECTION. PROOF ROLLING SHALL BE PERFORMED IN ACCORDANCE WITH CDOT SPECIFICATIONS WITH A VEHICLE WITH A MINIMUM AXLE LOAD OF 18 kips PER AXLE AND OBSERVED BY
PROJECT ENGINEER AND/OR PROJECT GEOTECHNICAL ENGINEER.
9.ALL CONTROL JOINT SPACING SHALL NOT EXCEED 1.5:1 RATIO (LENGTH:WIDTH)
SCALE: N.T.S.
TYPICAL CONCRETE PAVEMENT SUBGRADE SECTION
14" MIN.
15" MIN.
8" CONC.; RE.
TO DETAIL
SILVA CELL 2 SYSTEM
(DECK, BASE & POSTS)
6" MAX.
SCALE: N.T.S.
CONCRETE TURNDOWN AT SILVA CELL EDGE
4" MIN. 3 4" MINUS CDOT
#67 OR APPROVED EQUAL
GEOTEXTILE FABRIC
12"
12"
SCALE: N.T.S.
TYPICAL TRENCH DETAIL FOR PVC OR HDPE DRAIN LINES
BEDDING OF CLASS 6 AGGREGATE
BASE COURSE OR SUITABLE ONSITE
MATERIAL APPROVED BY PROJECT
GEOTECHNICAL ENGINEER
SELECT MATERIAL COMPACTED TO
95% STANDARD PROCTOR DENSITY6" MIN.
4" MIN.
x x x x x x x x x x x x x x x
10-10-20191 SD PRICING
SCALE: N.T.S.
TYPICAL DRY WELL DETAIL
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
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
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
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H
H
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NO
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CJB JKS
C.5.01
OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
SANITARY
SWER DETAILS
CLASS 6 AGGREGATE BASE COURSE
CLASS 6 ABC
RE. TO COA OF ASPEN SHEER STEP
ASPHALT PATCH DETAIL THIS SHEET.
CLASS 6 AGGREGATE BASE COURSE
CLASS 6 ABC
ACCEPTABLE TO ACSD
N.T.S.
SEWER LINE CONNECTION AT SEWER MAIN
REMOVABLE STOPPER IF SERVICE TO
BUILDING IS NOT IN PLACE
SEWER MAIN
45° BEND
INSTALL SADDLE TAP ON
EXISTING SEWER MAIN &
EXTEND SEWER SERVICE MIN. GRADE 2%
(1/4" PER FOOT)
SDR-26
SEWER SERVICE LINE CLEANOUT DETAIL
TYLER UNION 51
4" SLIP TYPE
SHAFT OR APPROVED
EQUIVALENT
LANDSCAPING
SEWER
24
"
M
I
N
.
CAST IRON OR BRASS
VALVE BOX COVER
LABELED "SEWER"
CLOSED
PICKHOLES (2)
NYLON CLEANOUT PLUG
(PETERSON PRODUCTS OR
PRE-APPROVED EQUIVALENT)
SET 4" BELOW GRADE
CAST IRON OR BRASS VALVE BOX
COVER; RE. TO DETAIL
SCH. 40 PVC CLEANOUT RISER
PLACE BOND BREAKER (PLASTIC)
AROUND VALVE IN CONCRETE AREAS
SCH. 40 PVC 2-WAY
CLEANOUT TEE
SCH. 40 PVC TO
BUILDING
SDR 26 TO SEWER MAIN
FLOW
N.T.S.
10-10-20191 SD PRICING
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
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
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
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OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
CITY OF ASPEN
WATER DETAILS
10-10-20191 SD PRICING
PROJECT NUMBER:15101.06
1-15-20202 DETAILED REVIEW-DRAFT
PROJECT
DETAILED
REVIEW
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
NE1/4
13
FOUND 1" IRON PIPE
CITY BLOCK MONUMENT
GPS-6
FOUND 3.5" ALUMINUM CAP MARCIN GPS
CONTROL AT THE APPROXIMATE
INTERSECTION OF HOPKINS AVE. AND
GARMISCH ST.
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
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SECTION 13
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115.0' WITNESS CORNER TO THE NE
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REFERENCE CAP
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ASPEN TOWNSITE
CORNER 9
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NORTH LINE GOVERNMENT LOT 31(SE1/4NE1/4
POST AT INTERSECTION OF MS5884
AND MS3956
MS
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MS5850 AND MS2535
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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
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LINE SECTION 13
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BLM 1978
FOUND 1/4 CORNER
SECTION 13/14
2.5" IRON PIPE WITH 3.25" BRASS CAP
BLM 1954
FOUND 1/4 CORNER
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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
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CONTROL AT THE APPROXIMATE
INTERSECTION OF DURANT AVE. AND
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N1/16 SECTION 13 T10S R85W
AND SECTION 18 T10S R84W
NO CORNER FOUND
TO BE SET
1336.34'
GOVERNMENT LOT 31
(WITHIN CITY OF ASPEN)
GOVERNMENT LOT 1
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3017893.38GARMISCH & HOPKINS3017893.38GARMISCH & HOPKINS
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FINAL PLAT OF:
SHEET 1 OF 4
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 02/26/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION.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 HEREOF, INCLUDING, WITHOUT LIMITATION TO CONDUCT AND ACCOMMODATE SKI
ACTIVITIES AND SKI OPERATIONS ON THE “SKIWAY” SHOWN AND IDENTIFIED ON SHEET 4 HEREOF. 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.
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; AND
2.DOES HEREBY DEDICATE AND GRANT A PERPETUAL, NON-EXCLUSIVE PUBLIC TRAIL EASEMENT, 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 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 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.
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 _________
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
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
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 114"
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 114"
PLASTIC CAP
L.S. #ILLEGIBLE
FOUND #5 REBAR AND
114" 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 4
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 02/26/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION.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 2009, 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
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 2009 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, 2009 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
PUBLIC SIDEWALK, UTILITY
AND SNOW STORAGE
EASEMENT REC #597440
25' WIDE EASEMENT FOR SKIERS AND
PEDESTRIANS PLAT BK 4 PG 489
AND WATERLINE EASEMENT TO CITY OF
ASPEN BK 411 PG 996
20' WIDE EASEMENT FOR FIRE ACCESS AND
DRAINAGE GRANTED TO MOUNTAIN
QUEEN CONDOS BK 275 PG 378 AND
WATERLINE EASEMENT GRANTED TO CITY
OF ASPEN BK 291 PG 649
SKI CORRIDOR EASEMENT
REC #597440
SHADOW MOUNTAIN VILLAGECONDOMINIUMSPLAT BK. 3 PG. 33
LOT 2
SOUTH ASPEN STREET SUBDIVISION/PUD,1ST AMENDEDREC. #616166
(A/K/A ONE ASPEN)
MOUNTAIN QUEENCONDOMINIUMSPLAT BK. 4 PG. 489
CONSERVATION PARCELBARBEE FAMILY SUBDIVISION, FIRST AMENDEDREC. #461107CITY OF ASPEN
LOT 1LIFT ONE LODGE
SUBDVISION/PUDREC. #597438
LOT 3LIFT ONE LODGE
SUBDVISION/PUDREC. #597438
CARIBOUCONDOMINIUMSPLAT BK. 94 PG. 52
CITY OF ASPEN
PITKIN COUNTY
50' SETBACK
BUILDING RESTRICTION
BK 231 PG 278
GOV'TLOT 38
TOP OF MILL SUBDIVISIONREC. #471099
S75° 09' 11"E
HILL STREET R.O.W.
SOUTH ASPEN STREETR.O.W.
AREA OF REVOCABLE ENCROACHMENT
LICENSE AGREEMENT REMAINING BETWEEN
CITY OF ASPEN AND SHADOW MOUNTAIN
VILLAGE CONDOMINIUMS REC. #543674
LOT 2238,065 SQ FT±5.465 ACRES±
DEDICATED ROW
3,713 SQ FT±
0.085 ACRES±
LOT 144,545 SQ FT±1.023 ACRES±
BA
S
I
S
O
F
B
E
A
R
I
N
G
FINAL PLAT OF:
SHEET 3 OF 4
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 02/26/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION.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
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)
5' 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
AREA OF REVOCABLE ENCROACHMENT
LICENSE GRANTED TO SHADOW
MOUNTAIN VILLAGE APARTMENTS
REC. #543674
SUBSURFACE STRUCTURAL EASEMENT
(SEE DEDICATION PARAGRAPH 4)
EASEMENT GRANTED BY MOUNTAIN QUEEN CONDOS
FOR SKIERS AND PEDESTRIANS
PLAT BK.4 PG.489
AND WATERLINE EASEMENT TO CITY OF ASPEN
BK. 411 PG. 996
EASEMENT FOR FIRE ACCESS AND DRAINAGE
GRANTED TO MOUNTAIN QUEEN CONDOS
BK.275 PG.378 AND WATERLINE EASEMENT
GRANTED TO CITY OF ASPEN
BK.291 PG.649
BUILDING FOOTPRINT
AT GROUND LEVEL
MOUNTAIN OPERATIONS ROAD
PRIVATE ACCESS EASEMENT
(SEE DEDICATION PARAGRAPH 5 AND 12)
TEMPORARY RECIPROCAL
CONSTRUCTION EASEMENT
(SEE DEDICATION
PARAGRAPH 3)SUBSURFACE STRUCTURAL EASEMENT
(SEE DEDICATION PARAGRAPH 4)
TEMPORARY RECIPROCAL
CONSTRUCTION EASEMENT
(SEE DEDICATION PARAGRAPH 3)
LOT 1
SKI ACCESS FROM
NORWAY SKI RUN
SOUT
H
A
S
P
E
N
S
T
R
E
E
T
R
O
W
UTILITY EASEMENT
(SEE DEDICATION
PARAGRAPH 8)LOT 2
LOT 2
SHADOW MOUNTAIN VILLAGE
CONDOMINIUMS
LIFT ONE LODGE SUBDIVISION
LIFT TOWER 4
HI
L
L
S
T
R
E
E
T
R
O
W
LOT 3
SUBSURFACE EASEMENT
(ALL OF LOT 3)
REC. #597440
LOT 1
RECREATION
EASEMENT
REC. #597440
NO BUILD AND MAINTENANCE
EASEMENT
REC. #597440
LIFT FACILITIES EASEMENT
(SEE DEDICATION
PARAGRAPH 9)
MOUNTAIN OPERATION
ROAD PRIVATE ACCESS
EASEMENT
(SEE DEDICATION
PARAGRAPH 10)
S7
5
°
0
9
'
1
1
"
E
RE
C
R
E
A
T
I
O
N
A
L
U
S
E
E
A
S
E
M
E
N
T
GR
A
N
T
E
D
T
O
A
S
P
E
N
S
K
I
I
N
G
C
O
M
P
A
N
Y
L
L
C
BY
T
H
E
C
I
T
Y
O
F
A
S
P
E
N
RE
C
.
#
_
_
_
_
_
_
_
_
_
_
_
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 6
5.0' SETBACK
(TYP)
5.0' SETBACK
(TYP)
5.0' SETBACK
(TYP)
UTILITY EASEMENT
(SEE DEDICATION
PARAGRAPH 8)
5' PUBLIC TRAIL EASEMENT
(SEE DEDICATION
PARAGRAPH 2)
SKIWAY
LOT 2
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 02/26/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-SUBDIVISION.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)
AREA SUBJECT TO PARAGRAPH 4
"TEMPOPARY CONTRUCTION
EASEMENTS AND PERMANENT
ENCROACHMENT EASEMENTS" PER THE
MASTER EASEMENT AGREEMENT
RECORDED AS REC. #597440
20.0'
HILL ST
R
E
E
T
SUMM
I
T
S
T
R
E
E
T
LOT 1
LIFT ONE LODGE SUBDVISION/PUD
REC. #597438
S. ASPEN STREET
ROW
75.30' WIDE
37.65'
37.65'
SHADOW MOUNTAIN VILLAGE
CONDOMINIUMS
PLAT BK. 3 PG. 33
LOT 2
SOUTH ASPEN STREET SUBDIVISION/PUD,
1ST AMENDED
REC. #616166
(A/K/A ONE ASPEN)
CONSERVATION PARCEL
BARBEE FAMILY
SUBDIVISION, FIRST AMENDED
REC. #461107
CITY OF ASPEN
MOUNTAIN QUEEN
CONDOMINIUMS
PLAT BK. 4 PG. 489
CARIBOU
CONDOMINIUMS
PLAT BK. 94 PG. 52
GOVERNMENT LOT 31
SECTION 13, T10S, R85W
ASPEN SKIING COMPANY
LOT 3
LIFT ONE LODGE SUBDVISION/PUD
REC. #597438
S.
A
S
P
E
N
S
T
R
E
E
T
NE14 NE14 SECTION 13
SE14 NE14 SECTION 13
63.71'
90.50'
28.56'
26.13'
90.50'
65.81'
88
.
0
3
'
LO
T
1
4
LO
T
1
3
LO
T
1
2
LO
T
1
1
LO
T
1
0
LO
T
9
LO
T
6
LO
T
5
LO
T
4
LO
T
3
LO
T
2
LO
T
1
LO
T
8
LO
T
1
LO
T
2
LO
T
3
LO
T
4
LO
T
5
LO
T
7
LO
T
6
BLOCK 12 EAMES ADD.
BLOCK 10 EAMES ADD.
PARCEL C
VACATED TO BLOCK 10 EAMES ADDITION
ASPEN SKIING COMPANY LLC
1,827 SQ.FT.
PARCEL D
VACATED TO BLOCK 12
EAMES ADDITION
ASPEN SKIING COMPANY LLC
1,825 SQ.FT.
PARCEL A
VACATED TO BLOCK 10
EAMES ADDITION
ASPEN SKIING
COMPANY LLC
1917 SQ.FT.±
PARCEL B
VACATED TO
BLOCK 12 EAMES
ADDITION
ASPEN SKIING
COMPANY LLC
2,592 SQ.FT.
GOVERNMENT LOT 1
SECTION 13, T10S, R85W
ASPEN SKIING COMPANY
S1
5
°
4
6
'
5
8
"
W
1
3
0
.
0
2
'
S1
4
°
5
0
'
4
9
"
W
1
3
0
.
0
0
'
S75° 0
9
'
1
1
"
E
1
8
1
.
4
6
'
PEDESTRIAN
ACCESS
EASEMENT
FOUND #5 REBAR AND 114"
PLASTIC CAP
L.S. #25947
FOUND 4' WITNESS CORNER
#5 REBAR AND 1.25" PLASTIC CAP
L.S. #29030
(B
A
S
I
S
O
F
B
E
A
R
I
N
G
)
N
1
4
°
5
0
'
4
9
"
E
(
T
I
E
)
N
1
3
°
3
4
'
5
1
"
W
8
3
0
.
7
8
'
(
T
I
E
)
N
0
4
°
5
6
'
3
9
"
W
1
7
1
0
.
5
8
'
FOUND 3.5" ALUM. CAP
2009 MARCIN GPS CONTROL
GPS-3 @ GARMISCH AND DURANT
FOUND 3.5" ALUM. CAP
2009 MARCIN GPS CONTROL
GPS-6 @ GARMISCH AND HOPKINS
S1
4
°
5
0
'
4
9
"
W
6
0
.
0
0
'
S1
5
°
4
6
'
5
8
"
W
6
0
.
0
1
'
LOT 7
15' WIDE WATERLINE EASEMENT
BK. 412 PG. 557
TERMINATED BY THIS PLAT
(SEE PLAT NOTE 2(e))
131.62
'
53.27'
ORIGINAL CENTERLINE
S. ASPEN STREET
CENTERLINE
SUMMIT STREET
S75° 0
9
'
1
1
"
E
3
7
.
6
5
'
N1
4
°
5
0
'
4
9
"
E
5
1
.
9
7
'
N78° 21'
5
8
"
W
3
7
.
7
1
'
S1
4
°
5
0
'
4
9
"
W
4
9
.
8
6
'
S1
4
°
5
0
'
4
9
"
W
7
3
.
8
7
'
N89° 55' 06"E 38.97'
N1
4
°
5
0
'
4
9
"
E
6
3
.
8
3
'
N75° 0
9
'
1
1
"
W
3
7
.
6
5
'
S75° 0
9
'
1
1
"
E
1
8
2
.
4
4
'
S75° 0
9
'
1
1
"
E
1
8
2
.
6
0
'
N75° 0
9
'
1
1
"
W
1
8
2
.
7
6
'
10
.
0
0
10
.
0
0
10
.
0
0
10
.
0
0
CENTERLINE
90' SKI EASEMENT
VACATED BY THIS PLAT
(SEE PLAT NOTE 2(c))
AREA OF ENCROACHMENT LICENSE
REVOKED BY THIS VACATION PLAT
(PORTION OF REC. #543674 LYING
EASTERLY OF CENTERLINE
SOUTH ASPEN STREET ROW)
SHEET 1 OF 1
STREET AND EASEMENT VACATION PLAT
SUMMIT STREET AND PORTIONS OF SOUTH ASPEN STREET
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM CL 13139.01 02/26/2020 G:\2013\13139\SURVEY\Survey DWGs\Survey Plots\13139-VACATION.dwg
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
NOTES
1)DATE OF FIELD WORK: AUGUST - SEPTEMBER 2005; UPDATED MAY 2006, JUNE
AND JULY 2007, OCTOBER - DECEMBER 2008, SEPTEMBER 2009, AND MARCH
2010; UPDATED AUGUST 2013; UPDATED SEPTEMBER 2015; UPDATED MAY 2018
2)DATE OF PREPARATION: FEBRUARY - MARCH 2016; UPDATED AUGUST -
SEPTEMBER 2016; UPDATED MAY - JUNE 2018; UPDATED JANUARY AND
FEBRUARY 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 4' WITNESS CORNER TO THE SOUTHEAST CORNER OF SOUTH
ASPEN STREET SUBDIVISION, A FOUND REBAR & CAP LS #29030.
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, CITY OF ASPEN GPS CONTROL MONUMENTATION MAP
PREPARED BY MARCIN ENGINEERING LLC, DATED DECEMBER 2, 2009, 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, THE CONDOMINIUM MAP OF MOUNTAIN QUEEN
CONDOMINIUMS RECORDED SEPTEMBER 27, 1974, THE CONDOMINIUM MAP OF
CARIBOU CONDOMINIUMS RECORDED SEPTEMBER 8, 2009, THE CONDOMINIUM
MAP OF SHADOW MOUNTAIN VILLAGE, THE AMENDED PLAT OF BARBEE FAMILY
SUBDIVISION/PUD RECORDED NOVEMBER 21, 2001, DOCUMENTS OF RECORD
AND THE FOUND LOT AND BLOCK CORNER 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 PITKIN COUNTY TITLE, INC. UNDER CASE
NO. PCT23785W13 DATED MARCH 4, 2016.
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.
7)ALL REFERENCES TO BOOK AND PAGE AND RECEPTION NUMBERS ARE THOSE
RECORDED IN THE PITKIN COUNTY CLERK AND RECORDERS OFFICE.
CITY ENGINEER'S APPROVAL
THIS STREET AND EASEMENT VACATION PLAT WAS REVIEWED BY THE CITY ENGINEER OF THE CITY OF ASPEN THIS
__________ DAY OF _____________, 2020.
____________________________
CITY ENGINEER
CLERK AND RECORDER'S ACCEPTANCE
THIS STREET AND EASEMENT VACATION PLAT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER
OF PITKIN COUNTY, COLORADO AT _________ O'CLOCK ____.M., THIS _______ DAY OF ________________, 2020, IN
PLAT BOOK ______, AT PAGES ___________, RECEPTION NUMBER ______________.
________________________________________
PITKIN COUNTY CLERK AND RECORDER
STREET AND EASEMENT VACATION PLAT CERTIFICATE
I, MARK S. BECKLER, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED
THIS STREET AND EASEMENT VACATION PLAT, AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT THE
SAME IS BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS MEETS THE REQUIREMENTS OF
A LAND SURVEY PLAT AS SET FORTH IN CRS SECTION 38-51-106; THE CONTROL PRECISION IS GREATER THAN 1 IN
15,000.
_______________________________
MARK S. BECKLER, PROFESSIONAL LAND SURVEYOR
COLORADO LICENSE # 28643
CITY OF ASPEN APPROVAL
THE UNDERSIGNED CERTIFIES THAT THIS STREET AND EASEMENT VACATION PLAT SATISFIES THE REQUIREMENTS OF
SECTION ____ OF ORDINANCE NO. ___, SERIES OF 2020, AND UPON RECORDING SHALL COMPLETE THE PROCESS OF
VACATING THE STREETS AND EASEMENTS WHICH ARE DESCRIBED ON THIS PLAT. THE ENCROACHMENT LICENSE
RECORDED AT RECEPTION NO. 543674 EFFECTING THOSE AREAS WITHIN THE VACATED SOUTH ASPEN STREET RIGHT
OF WAY IS HEREBY REVOKED, AS SHOWN HEREON.
CITY OF ASPEN
BY:______________________________________
TORRE
AS:MAYOR OF THE CITY OF ASPEN
ATTEST:____________________________________
NAME
AS:CITY CLERK
HATCH LEGEND
ROW TO BE VACATED TO PRIVATE PARCELS
90' WIDE SKI EASEMENT (BK. 259 PG. 83) ANY CITY RIGHTS ARE
EXTINGUISHED PER THIS PLAT AND TERMINATED BY ASPEN
SKIING COMPANY PER THIS PLAT
AREA OF REVOCABLE ENCROACHMENT LICENSE AGREEMENT
BETWEEN CITY OF ASPEN AND SHADOW MOUNTAIN VILLAGE
CONDOMINIUMS REC. #543674
15' WIDE WATER PIPELINE EASEMENT (BK. 412 PG. 557)
GRANTED BY ASPEN SKIING COMPANY TO THE CITY OF ASPEN,
TERMINATED BY THIS PLAT SUBJECT TO PLAT NOTE 2(e)
AREA OF ENCROACHMENT LICENSE REVOKED BY THIS VACATION
PLAT (PORTION OF REC. #543674 LYING EASTERLY OF CENTERLINE
SOUTH ASPEN STREET ROW)
SITE
PLAT NOTES
1)THE OWNERSHIP AND TITLE TO THE VACATED STREETS SHALL BE DISTRIBUTED
PURSUANT TO SECTION 43-2-302 (d) OF THE COLORADO REVISED STATUTES AND
IS REPRESENTED ON THIS PLAT.
2)THE PURPOSE OF THIS PLAT IS TO DESCRIBE THE PUBLIC RIGHTS-OF-WAY,
STREETS AND EASEMENTS, WHICH WERE VACATED BY THE PROVISIONS OF
ORDINANCE 39, SERIES OF 2016; AND BY THE RECORDING OF THIS PLAT:
a)VACATION OF THE EASTERLY HALF (37.65 FEET) OF SOUTH ASPEN STREET
FROM A POINT 88.03 FEET SOUTH OF THE SOUTHERLY RIGHT-OF-WAY LINE
OF HILL STREET EXTENDING SOUTH TO THE SOUTH LINE OF NE1
4NE1
4 OF
SECTION 13.
b)VACATION OF SUMMIT STREET BETWEEN BLOCKS 10 AND 12 OF THE EAMES
ADDITION.
c)TERMINATION OF A 90' WIDE SKI EASEMENT LOCATED IN SUMMIT STREET
BETWEEN BLOCKS 10 AND 12, EAMES ADDITION.
d)TERMINATION AND MEMORIALIZATION OF THE DOCTRINE OF MERGER OF
THE SKIING USE/RIGHTS GRANTED BY THAT AGREEMENT RECORDED IN BK.
175 PG. 40 AND THAT DEED RECORDED IN BK. 170 PG. 555.
e)TERMINATION OF THAT 15' WIDE UNDERGROUND WATER PIPELINE PER
THAT DOCUMENT RECORDED IN BK. 412 PG. 557; SAID TERMINATION WILL
BE DEEMED EFFECTIVE UPON THE CONSTRUCTION OF A NEW REPLACEMENT
WATER MAIN AND THE GRANTING OF A CERTIFICATE OF OCCUPANCY FOR
IMPROVEMENTS ON LOT 1 OF THE GORSUCH HAUS PD/SUBDIVISION.
3) THAT REVOCABLE ENCROACHMENT LICENSE DESCRIBED AS REC. #543674 IS
HEREBY AMENDED TO EXCLUDE PORTION LYING EASTERLY OF THE CENTERLINE
OF THE SOUTH ASPEN STREET ROW, PER THIS VACATION PLAT.
CERTIFICATE AND CONSENT OF ASPEN SKIING COMPANY
THE UNDERSIGNED CERTIFIES THAT THEY ARE THE BENEFICIARIES OF THOSE EASEMENTS GRANTED IN BOOK 259 AT
PAGE 83, BOOK 175 AT PAGE 40, AND BOOK 170 AT PAGE 555, AND CONSENTS TO THE VACATION OF THE STREETS
AND EASEMENTS AS SHOWN HEREON.
EXECUTED THIS____ DAY OF ________________ , A.D., 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 MANAGER OF ASPEN SKIING COMPANY, LLC.
WITNESS MY HAND AND OFFICIAL SEAL
MY COMMISSION EXPIRES _________
__________________________________________________
NOTARY PUBLIC
ADDRESS
VICINITY MAP
SCALE: 1" = 2000'