CASE STUDY
01
No
T A H W E V LO
E D I R YOU
P R O J E C T //
BOULDER, CO
C L I E N T //
PARKS & RECREATION
IN PARTNERSHIP WITH
1050 Millar Creek Road #8 Whistler, BC V0N 1B1 TEL 604.692.1951 info@alpinebikeparks.com WWW.ALPINEBIKEPARKS.COM
YOUR PARTNER FOR BIKE PARK AND TRAIL DEVELOPMENT PROJECTS
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
OVERVIEW
DIRT JUMPS
When it opened in June 2011,
Valmont Bike Park set the new standard for worldclass municipal bike park facilities. It also marked the culmination of more than three years of design and construction by Alpine Bike Parks. CYCLOCROSS RUN-UP
Valmont is composed of bike amenities designed by Alpine Bike Parks including a variety of Trail Features, Family Cycling Trails, Slopestyle and Dirt Jump Terrain Parks, multiple Pump Parks, and a Dual Slalom Racecourse. It also incorporates a UCI Cyclocross facility, and Cross Country Trails designed by IMBA - The international Mountain Bicycling Association. Valmont’s important precedents include its 42-acre size in an urban area, quality of construction, ease of access, variety of amenities, detail of finish, programming, landscaping, and engineering standards.
PODIUM
SIGNAGE
Alpine’s scope of work during design included site analysis, conceptual and schematic design, design development, construction documents, budget estimates, and preparation of tendering documents. Alpine also managed stakeholder meetings, and helped Valmont through a detailed and complex approval process with the City of Boulder. Many of the innovations that Alpine developed for Valmont (like engineered trail features, sediment-controloriented-landscaping, irrigation, and drainage) made the park’s development possible throughout a challenging municipal approvals process.
TOT TRACK
DUAL SLALOM PUMP PARK
SKILLZ LOOP
SLOPESTYLE ©ALPINEBIKEPARKS 2011
Following the design phase, Alpine Bike Parks won the construction bid and coordinated our own staff and subcontractors to carry out the field design and construction of this trendsetting facility. Throughout construction, Alpine was the contractor responsible for all bicycle amenities under the guidance of general contractor J2 Contracting of Greeley, CO. Trail Dynamics worked as our subcontractor to carry out incredible work on the cyclocross staircases and a selection of crosscountry trails.
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
NT
VALMONT BIKE PARK LOCATION
LO
NG
MO
LYONS
DE
©ALPINEBIKEPARKS 2011
NV
ER
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
VALMONT BIKE PARK TRAIL MAP
©ALPINEBIKEPARKS 2011
CASE STUDY
IN PARTNERSHIP WITH
No
01
VALMONT BIKE PARK BOULDER, CO
VALMONT BIKE PARK TERRAIN PARK te Escape Rou
SLOPESTYLE
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Backtrack
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“THE SAND BOX”
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
PROJECT PARTNERS Special thanks to the City of Boulder
and our partners in the development of Valmont Bike Park. No one organization could have completed such a pivotal project by themselves.
ŠALPINEBIKEPARKS 2011
WWW.ALPINEBIKEPARKS.COM
OUR PROCESS Charrette >>
Collaborate, Review & Approve >>
ENVISION
1
Notice to proceed >>
DESIGN
2
FEASIBILITY & PLANNING
Grand Opening >>
DOCUMENT
3
DESIGN DEVELOPMENT
*FOR ESTIMATING PURPOSES ONLY. FINAL DIMENSIONS SUBJECT TO FINAL DESIGN BASED ON SITE CONDITIONS AND RIDE CONFIGURATION.
CONSTRUCTION DOCUMENTATION
FLOWFORM ROCKER 8' W © ALPINE BIKE PARKS
IMPLEMENT
ALPINE BIKE PARKS, LLC
CANADA
1050 Millar Creek Rd #5 Whistler, BC V0N 1B1 (250)418-1486
USA
350 s 43rd Street Boulder, CO 80305
4
CONSTRUCTION & MANAGEMENT
EVOLVE
5
POST CONSTRUCTION
7'-0" 8'-0"
NOV 8, 2010 Original Issue Date
2'-3" CL BOLTS, TYP
x x x x x x
TOP
3 24'-4 16 "
ISOMETRIC NTS
3/8" = 1'-0
CASE PAD - SEE A / T6.2
*SEE SHEET T6.5 FOR LEG CONNECTION DETAIL AT CASE PAD
x x x x Revisions
8'-0"
2
T1.0
T1.0
SCALE: 1/4” = 1’-0”
1 5'-6 2 "
6
VARIES (LIP LENGTH)
13 6 16 "
GAP DOUBLE - SECTION
revise & validate budget >>
SCALE: 1/4” = 1’-0”
Valmont Bike Park Project Title
) US DI RA RI VA
VARIES (GAP DISTANCE)
7
VARIES (FEATURE LENGTH)
3
5 8
6” CUSTOM SURFACING MIX, TYP.
ROLLER DOUBLE - SECTION
3
2
(LIP ES
VARIES (LANDING HEIGHT)
VARIES (LANDING LENGTH)
VARIES (LIP LENGTH)
VARIES (FEATURE LENGTH) 6” CUSTOM SURFACING MIX, TYP.
TABLETOP - SECTION
1
1 4'-0 8 "
VARIES (LIP HEIGHT)
) US DI RA (LIP ES RI VA
RI
VARIES (LIP HEIGHT)
) US DI RA (LIP ES
VARIES (LANDING HEIGHT)
)
VARIES (LIP HEIGHT)
DIUS
VA
RA
)
)
DIUS
DIUS
RA
VARIES (LANDING HEIGHT)
ING
DING
ND
RA
optimize budget >>
(LAN
(LA
DING
VARIES (GAP DISTANCE)
VARIES (LANDING LENGTH)
VARIES (FEATURE LENGTH) 6” CUSTOM SURFACING MIX, TYP.
T1.0
RIES
ES
(LAN
VARIES (LIP LENGTH)
TOP OF LIP AND LANDING TO BE RADIUSED
VA
VARI
RIES
VA
VARIES (GAP DISTANCE)
VARIES (LANDING LENGTH)
1
L3X3X1/4 RAILS - PUNCH RAILS W/ 9/16" SLOTTED PUNCH 6" O.C. TYP
TOP OF LIP AND LANDING TO BE RADIUSED
3 7'-8 16 "
3 7'-8 16 " 3 24'-4 16 " CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
8'-2"
final budget & construction bid >>
SCALE: 1/4” = 1’-0”
1 6'-9 2 " CL LEGS
3"
CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
management & enhancement budget >>
• CONSTRUCTION DOCUMENTS • FINAL ENGINEERING
• FEATURE FABRICATION • INSTALLATION & CONSTRUCTION
• POST CONSTRUCTION SERVICES
• Prepare full set of construction documents for all improvements • Refine range of probable costs • Validate constructability • Review with consulting engineers and Client • Review with building and other governmental departments • Prepare final material lists
• Overlot grading • Rough and fine grading • Feature installation • Irrigation installation • Trail finishing • Landscape installation
• Event consultation • Facility management consulting • Staff training • Media and athlete outreach • Install new features on existing trails • Trail and trail feature updates
3/8" = 1'-0
FRONT 3/8" = 1'-0
RIES
DIUS RIES
RA
VA
DIUS
T5.0 Sheet Number
• SCHEMATIC DESIGN • STAKEHOLDER INVOLVEMENT • DESIGN DEVELOPMENT
VA
RA
VARIES (FEATURE HEIGHT)
x Submittal Title JCP Drawn By x Checked By
optimize budget based on site conditions >>
SIDE
*FOLLOING TRAIL CONSTRUCTION, ALL NON-RIDING AREAS IN TERRAIN PARKS TO BE DRESSED WITH 2” OF TOPSOIL (BY OTHERS). PLAN FOR POSITIVE OUTFLOW AND DRAINAGE ACCORDINGLY.
• SITE SURVEY • ENVISIONING • CONCEPT ILLUSTRATION
Boulder, CO Client / Location
4
TOP OF LIP AND LANDING TO BE RADIUSED
VARIES (EXIT LENGTH)
VARIES (ENTRANCE LENGTH) VARIES (FEATURE LENGTH) 6” CUSTOM SURFACING MIX, TYP.
ROLLER - SECTION
• Review project information • Research design precedents • Confirm amenity program • Inventory existing conditions • Prepare conceptual alternatives and illustrations
• Prepare schematic location alternatives
SCALE: 1/4” = 1’-0”
• Include community in design process • Review preferred design with Client • Assign preliminary budget costs to all elements • Refine design concepts approved for development
T1.0
©ALPINEBIKEPARKS 2011
SCALE: 1/4” = 1’-0”
VARIES (GAP DISTANCE)
VARIES (FEATURE LENGTH) 6” CUSTOM SURFACING MIX, TYP.
5
T1.0
TYPICAL DIRT STEP-DOWN - SECTION SCALE: 1/4” = 1’-0”
)
US
DI
RA
(LIP
ES
RI
VARIES VARIES (LANDING (STEP-DOWN HEIGHT) HEIGHT)
DIUS ) RA (LIP RIES
S)
IUS)
VA
RAD
DIU
RA
VARIES (LANDING HEIGHT)
ING
ING
VARIES (LANDING LENGTH)
VARIES (FEATURE LENGTH) 6” CUSTOM SURFACING MIX, TYP.
TYPICAL DIRT STEP-UP - SECTION
CASE PAD
(LAND
ND
VARIES (LIP LENGTH)
IES
S (LA
VARIES (GAP DISTANCE)
VARIES (STEP-UP HEIGHT)
VAR
VARIE
VARIES (LANDING LENGTH)
4
TOP OF LIP AND LANDING TO BE RADIUSED
• Revise inventory and quantity of trails, features and other improvements VARIES (LIP LENGTH)
VARIES (LIP HEIGHT)
TOP OF LIP AND LANDING TO BE RADIUSED
CASE PAD
VARIES (LIP HEIGHT)
T1.0
VA
4
DIRT FEATURES
T1.0
CASE STUDY
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01
VALMONT BIKE PARK BOULDER, CO
ENVISION
1 IN PARTNERSHIP WITH
IN PARTNERSHIP WITH
CASE STUDY
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VALMONT BIKE PARK BOULDER, CO
SITE SURVEY
poor soil conditions & erosion irrigation pond
pre-existing path
prairie dog burrows throughout the site
ENVISION
SITE SURVEY
Each site is unique. A holistic and thorough site survey sets the stage for the best possible process. cactus covered the hillside
ŠALPINEBIKEPARKS 2011
1
IN PARTNERSHIP WITH
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VALMONT BIKE PARK BOULDER, CO
CONCEPT ILLUSTRATION
ENVISION
CONCEPT ILLUSTRATION
Valuable renderings help animate your project well in advance of your grand opening, allowing you to raise funds and community support when you need them most.
©ALPINEBIKEPARKS 2011
1
CASE STUDY
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VALMONT BIKE PARK BOULDER, CO
DESIGN
2 IN PARTNERSHIP WITH
IN PARTNERSHIP WITH
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VALMONT BIKE PARK BOULDER, CO
SCHEMATIC DESIGN
DESIGN
SCHEMATIC DESIGN
With simple line drawings, we help to define specific design options for your facility.
2 ©ALPINEBIKEPARKS 2011
IN PARTNERSHIP WITH
CASE STUDY
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VALMONT BIKE PARK BOULDER, CO
STAKEHOLDER INVOLVEMENT
DESIGN
Stakeholder Involvement
We bring together your local cyclists to build their needs into a collaboratively designed plan. This creates long lasting relevance and respect with your user group.
ŠALPINEBIKEPARKS 2011
2
CASE STUDY
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VALMONT BIKE PARK BOULDER, CO
DESIGN DEVELOPMENT 12 17 21 25
19
18
14 16
15
1
9
23 24
30
22
27 42 43
60 91
34
37
28B
41
56
57
58
86
85
47
83
84 90
54
87
48
79
71
69 51
53
55
52 78
65 64
67
35
36
27
N I P L ©A
63
68 46
38
44 59
45
28A
40
5 CURVED CAUSEWAY SANDSTONE TRAIL FEATURE - 3D VIEW
0.0 SCALE: NTS
62 66
33 39
3 STRAIGHT CAUSEWAY SANDSTONE TRAIL FEATURE - 3D VIEW 0.0 SCALE: NTS
61
30
31
32
31
70 72
50
49
74
76
77
73 75
2 SINGLE SANDSTONE BLOCK TRAIL FEATURE - PLAN
4 STRAIGHT CAUSEWAY SANDSTONE TRAIL FEATURE - PLAN
6 CURVED CAUSEWAY SANDSTONE TRAIL FEATURE - PLAN
0.0 SCALE: 1/2” = 1’-0”
0.0 SCALE: 1/2” = 1’-0”
0.0 SCALE: 1/2” = 1’-0”
80 82
EBIK
1 SINGLE SANDSTONE BLOCK TRAIL FEATURE - 3D VIEW 0.0 SCALE: NTS
28 29
26
S K R EPA
2
6
7
13
3
4
29
11
20
5
8
10
NOTES: FINAL JUMP LAYOUT AND CONSTRUCTION TO BE COMPLETED BY A PROFESSIONAL TRAIL BUILDER.
81
88 89
S K R EPA
106 107
108 112 109
K I B INE
111
113
P L A ©
3 TYPICAL DIRT DOUBLE ROLLER JUMP - PLAN
1 TYPICAL DIRT TABLETOP JUMP - PLAN
0.0 SCALE: 1/4” = 1’-0”
5 TYPICAL DIRT DOUBLE GAP JUMP - PLAN
0.0 SCALE: 1/4” = 1’-0”
RADIUSED LIP AND LANDING
0.0 SCALE: 1/4” = 1’-0”
RADIUSED LIP AND LANDING
RADIUSED LIP AND LANDING
10'-0"
36'-0"
36'-0" 6” CUSTOM SURFACING MIX
6” CUSTOM SURFACING MIX
4 TYPICAL DIRT DOUBLE ROLLER JUMP - SECTION
0.0 SCALE: 1/4” = 1’-0”
6 TYPICAL DIRT DOUBLE GAP JUMP - SECTION
0.0 SCALE: 1/4” = 1’-0”
DESIGN
DESIGN DEVELOPMENT
During design development a detailed site plan optimizes usable space, achieves accurate budgeting, and helps plan for efficient construction phasing. At the end of the DD process, you receive a detailed opinion of costs to ensure that we are on the right track.
6'-0" LANDING
10'-0"
36'-0"
2 TYPICAL DIRT TABLETOP JUMP - SECTION
5'-0" LIP
" 2'-0 R1
10'-0"
6” CUSTOM SURFACING MIX
0.0 SCALE: 1/4” = 1’-0”
CASE PAD
6'-0" LANDING
5'-0" LIP
R1
2'-0
"
6'-0" LANDING
CASE PAD
©ALPINEBIKEPARKS 2011
8’-0”
102
2
5'-0" LIP
101 110
"
105
100
99
2'-0
103
97
104
98
R1
92
96
8’-0”
25
95
8’-0”
94 93
IN PARTNERSHIP WITH
CASE STUDY
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01
VALMONT BIKE PARK BOULDER, CO
DESIGN DEVELOPMENT 35'-0"
WIDTH VARIES (SEE SCHEDULE)
COPING - 2 1/2” O.D. STEEL PIPE
RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
COPING - 2 1/2” O.D. STEEL PIPE
1 WHALE TALE - PLAN
S K R EPA
0.0 SCALE: 1/4” = 1’-0”
CASE PAD
LOG SHAPE, LOG DIAMETER, LOG LENGTH, RIDING SURFACE WIDTH AND HEIGHT DETERMINE FEATURE DIFFICULTY
STEEL STRUCTURE - SEE DETAIL X ON SHEET X.X
DIRT LANDING
FINAL LOG SELECTION FOR RIDING SURFACE TO BE DETERMINED BY PROFESSIONAL TRAIL BUILDER LOGS TO BE COATED WITH A PENETRATING SEALER PRIOR TO INSTALLATION. ALL FIELD CUTS TO BE SEALED TO MAINTAIN A GOOD MOISTURE BARRIER
) DULE E SCHE S (SE RADIU
©A
RIES ) VA DULE TH WID SCHE (SEE
LARGE OUTPUT GRAPHICS OPPORTUNITY FOR SPONSORED EVENTS
STEEL STRUCTURE - SEE DETAIL X ON SHEET X.X
RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
DIRT LIP - BUILT AT ANGLE COMPARABLE TO ENTRANCE ANGLE OF SATELLITE FEATURE
DIRT LANDING - BUILT AT ANGLE COMPARABLE TO EXIT ANGLE OF SATELLITE FEATURE
NON-RIDING SURFACES - RECLAIMED AND WEATHERED BARN WOOD PLANKS
CONCRETE SLAB - SEE DETAIL X ON SHEET X.X
6 SATELLITE - FRONT ELEVATION
5 SATELLITE - SIDE ELEVATION
CONCRETE SLAB - SEE DETAIL X ON SHEET X.X
CONCRETE SLAB - SEE DETAIL X ON SHEET X.X
2 TYPICAL FLAT WALL RIDE - FRONT ELEVATION
CASE PAD
HEIGHT VARIES (SEE SCHEDULE)
HEIGHT VARIES (SEE SCHEDULE)
B E N LPI
RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
COPING - 2 1/2” O.D. STEEL PIPE
4 SATELLITE - PLAN
0.0 SCALE: 1/4” = 1’-0”
COPING - 2 1/2” O.D. STEEL PIPE
HEIGHT VARIES (SEE SCHEDULE)
COPING - 2 1/2” O.D. STEEL PIPE
NOTES:
0.0 SCALE: 1/4” = 1’-0”
COPING - 2 1/2” O.D. STEEL PIPE
RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
0.0 SCALE: 1/4” = 1’-0”
WIDTH VARIES (SEE SCHEDULE)
0.0 SCALE: 1/4” = 1’-0”
0.0 SCALE: 1/4” = 1’-0”
DIRT LIP
5'-0"
DIRT LANDING
0.0 SCALE: 1/4” = 1’-0”
35'-0"
4 TYPICAL CURVED WALL RIDE - PLAN
0.0 SCALE: 1/4” = 1’-0”
LOGS TO BE COATED WITH A PENETRATING SEALER PRIOR TO INSTALLATION. ALL FIELD CUTS TO BE SEALED TO MAINTAIN A GOOD MOISTURE BARRIER
JUMP LIPS CAN BE DIRT OR STEEL
©
S K R A P IKE
1 TYPICAL FLAT WALL RIDE - PLAN
3 WHALE TALE - FRONT ELEVATION
NOTES:
0.0 SCALE: 1/4” = 1’-0”
STEEL STRUCTURE - SEE DETAIL X ON SHEET X.X
S VARIE
DIRT LIP
DIRT LANDING
NON-RIDING SURFACES - RECLAIMED AND WEATHERED BARN WOOD PLANKS
CONCRETE SLAB - SEE DETAIL X ON SHEET X.X
2 WHALE TALE - SIDE ELEVATION
BRIDGE LOG - SIZE AND SHAPE VARIES
HEIGHT VARIES (SEE SCHEDULE)
IK B E N I P L A STEEL JUMP LIP - SEE DETAIL 1 ON SHEET X.X
NOTES:
FINAL LOG SELECTION FOR RIDING SURFACE TO BE DETERMINED BY PROFESSIONAL TRAIL BUILDER
STEEL STRUCTURE - SEE DETAIL X ON SHEET X.X
30'-0"
WIDTH VARIES (SEE SCHEDULE)
LOG SHAPE, LOG DIAMETER, LOG LENGTH, RIDING SURFACE WIDTH AND HEIGHT DETERMINE FEATURE DIFFICULTY
R4'
R 37'-0"
WIDTH VARIES (SEE SCHEDULE)
WIDTH VARIES (SEE SCHEDULE)
-0"
LARGE OUTPUT GRAPHICS OPPORTUNITY FOR SPONSORED EVENTS
5 TYPICAL FLAT WALL RIDE - FRONT ELEVATION
0.0 SCALE: 1/4” = 1’-0”
ANGLE VARIES (SEE SCHEDULE)
ANGLE VARIES (SEE SCHEDULE)
1 STEEL FRAME JUMP LIP - PLAN
HEIGHT VARIES (SEE SCHEDULE)
5'-0"
NON-RIDING SURFACES - RECLAIMED AND WEATHERED BARN WOOD PLANKS NOTES:
"
LOG SHAPE, LOG DIAMETER, LOG LENGTH, RIDING SURFACE WIDTH AND HEIGHT DETERMINE FEATURE DIFFICULTY FINAL LOG SELECTION FOR RIDING SURFACE TO BE DETERMINED BY PROFESSIONAL TRAIL BUILDER
S K R EPA
RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
'-0
LARGE OUTPUT GRAPHICS OPPORTUNITY FOR SPONSORED EVENTS
STEEL STRUCTURE - SEE DETAIL 4 ON SHEET X.X
5'-2"
NON-RIDING SURFACES - RECLAIMED AND WEATHERED BARN WOOD PLANKS
RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
2 R1
HEIGHT VARIES (SEE SCHEDULE)
0.0 SCALE: 1/2” = 1’-0” RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
LOGS TO BE COATED WITH A PENETRATING SEALER PRIOR TO INSTALLATION. ALL FIELD CUTS TO BE SEALED TO MAINTAIN A GOOD MOISTURE BARRIER
IK B E N I P L A
BRIDGE LOG - SIZE AND SHAPE VARIES
3 TYPICAL FLAT WALL RIDE - SIDE ELEVATION
0.0 SCALE: 1/4” = 1’-0”
6 TYPICAL FLAT WALL RIDE - SIDE ELEVATION
0.0 SCALE: 1/4” = 1’-0”
CONCRETE SLAB - SEE DETAIL 4 ON SHEET X.X
10'-8 5/16"
2 STEEL FRAME JUMP LIP - SIDE ELEVATION
3 STEEL FRAME JUMP LIP - FRONT ELEVATION
0.0 SCALE: 1/2” = 1’-0”
0.0 SCALE: 1/2” = 1’-0”
BRACING - HSS 2x2x3/16”
©
STEEL TRUSS - HSS 2x2x3/16”
GUSSETT - 1/2” STEEL PLATE
CONCRETE SLAB - 12” THICK REINFORCED WITH #4 REBAR 12” O.C. EA WAY
DESIGN
DESIGN DEVELOPMENT
4 STEEL FRAME JUMP LIP - DETAIL
During design development, we add details and specifications to the approved schematic designs for structures, civil and landscaping improvements. 0.0 SCALE: NTS
©ALPINEBIKEPARKS 2011
2
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
DOCUMENT
3 IN PARTNERSHIP WITH
8 x
Tx.x
Tx.x
9 x Tx.x
14 x
10 x
CASE STUDY
IN PARTNERSHIP WITH
No
01
Tx.x
Tx.x
11 x
VALMONT BIKE PARK BOULDER, CO
Tx.x
15 x
Tx.x
12 x
16 x
Tx.x
Tx.x
13 x Tx.x
CONSTRUCTION DOCUMENTS
20 x
19 x
Tx.x
Tx.x
17 x Tx.x
21 x
24 x
Tx.x
Tx.x
18 x
*FOR ESTIMATING PURPOSES ONLY. FINAL DIMENSIONS SUBJECT TO FINAL DESIGN BASED ON SITE CONDITIONS AND RIDE CONFIGURATION.
Tx.x
23 x
22 x
Tx.x
Tx.x
LARGE SLOPESTYLE - BASE BID
DUAL SLALOM - ALTERNATE #1
1
T0.1
3
T0.3
MEDIUM SLOPESTYLE - BASE BID
SMALL SLOPESTYLE - BASE BID
2
T0.2
3
T0.2
LARGE PUMP TRACK - ALTERNATE #1
TERRAIN PARK TRAIL DESCRIPTIONS
1
The following descriptions provide additional information regarding the intent, style, and character 3the site of each TERRAIN PARK trail. The descriptions should plan, trail 1be combined with T5.0 schedules, general and specific notes, and detail drawings to constitute a complete construction T5.0 specification.
T0.4
1
T5.0
One-way, two-trail race-course with an emphasis on MEDIUM technical features. Two, nearly identical trails contain features such as wall rides, satellites, jumps, sandstone causeways, bermed and off-cambered turns, rhythm sections, etc. The first feature on each trail is a shaped sandstone causeway, which will set the rhythm for the entire trail.
VARIES
LARGE SLOPESTYLE TRAIL One-way and downhill, type D trail with an emphasis on LARGE manufactured features. It should be open and flowing, relatively wide (8-feet +/-), and have mandatory gaps and drops. The first feature on this trail is a 6-foot mandatory drop, which will set rhythm for entire trail. Construction Notes: All turns and trail features shall flow seamlessly together without requiring pedaling or braking by the intended user group. Contractor to work with civil engineer to site-design drainage system based on final trail layout. Drain system to be installed by others. Contractor to coordinate trail alignment with adjacent trails.
1
T0.3 MEDIUM DIRT JUMPS - ALTERNATE #1
1
BASE BID ONLY
One-way and downhill, type D trail with an emphasis on MEDIUM technical features. It should be open and flowing, relatively wide (6-feet +/-), and have rollable jumps and drops. The first feature on this trail is a rollable double jump, which will set the rhythm for entire trail. Construction Notes: All turns and trail features shall flow seamlessly together without requiring pedaling or braking by the intended user group. Contractor to work with civil engineer to site-design drainage system based on final trail layout. Drain system to be installed by others. Contractor to coordinate trail alignment with adjacent trails.
1
T2.0
SANDSTONE BLOCK - PLAN
2
T0.4
Construction Notes: All turns and trail features shall flow seamlessly together without requiring pedaling or braking by the intended user group. Contractor to work with civil engineer to site-design drainage system based on final trail layout. Drain system to be installed by others. Contractor to coordinate trail alignment with adjacent trails.
NOTE: - SEE “S” DRAWINGS FOR BASE BID AND ALTERNATE BIDS SITE WORK IMPROVEMENTS
LARGE DIRT JUMP TRAIL One-way and roughly 4% downhill, type D trail with an emphasis on LARGE manufactured jump features. It should be open and flowing, relatively wide (6-feet +/-), and have mandatory gap jumps and drops. The first feature on this trail is a 5-foot mandatory log drop, which will set the rhythm for entire trail.
INDICATES TERRAIN PARK TRAILS LIMIT OF WORK
©AL
Construction Notes: All turns and trail features shall flow seamlessly together without requiring pedaling or braking by the intended user group. Contractor to work with civil engineer to site-design drainage system based on final trail layout. Drain system to be installed by others. Contractor to coordinate trail alignment with adjacent trails.
MEDIUM DIRT JUMP TRAIL
T1.0
16 4 T1.0
15 3
T1.0
18 3 8 3
9 3
10 4
19 4
T1.1
T1.1
T1.0
T1.0
11 3 T1.1
17 3
T1.1
2 4
Construction Phase Alternate 1 Undesignated Feature # Detail # Sheet # Feature Type x 1 3 T4.0 Elevated Log Drop x 2 4 T1.0 Roller x 3 4 T1.1 Berm x 4 4 T1.0 Roller x 5 3 T1.1 Gap Double With Manufactured Lip x 6 3 T1.1 Gap Double With Manufactured Lip x 7 4 T1.0 Roller x 8 3 T1.1 Gap Double With Manufactured Lip x 9 3 T1.1 Gap Double With Manufactured Lip x 10 4 T1.0 Roller x 11 3 T1.1 Gap Double With Manufactured Lip x 12 2 T1.0 Elevated Bridge Drop x 13 4 T1.0 Roller x 14 4 T1.0 Roller TERRAIN PARK PLAN x TRAILS - LOCATION 15 3 T1.1 Gap Double With Manufactured Lip 1 T0.1 SCALE: 1” = 80’ x 16 4 T1.0 Roller x 17 3 T1.1 Gap Double With Manufactured Lip x 18 3 T1.1 Gap Double With Manufactured Lip x 19 4 T1.0 Roller x 20 3 T1.1 Gap Double With Manufactured Lip x 21 3 T1.1 Gap Double With Manufactured Lip x 22 4 T1.0 Roller x 23 2 T1.0 Roller Double x 24 1 T1.1 Hip Tabletop x 25 2 T1.0 Roller Double x 26 2 T1.0 Roller Double x 27 4 T1.0 Roller x 28 2 T1.0 Roller Double x 29 4 T1.0 Roller x 30 2 T1.0 Roller Double x 31 4 T1.0 Roller x 32 2 T1.0 Roller Double x 33 4 T1.0 Roller x 34 1 T7.0 Quarter Pipe x 35 4 T1.1 Berm x 36 4 T1.0 Roller x 37 4 T1.0 Roller x 38 4 T1.0 Roller x 39 4 T1.0 Roller x 40 4 T1.0 Roller x 41 4 T1.0 Roller
Base Bid
T1.1
20 3
T1.1
T1.0
T1.1
32 2 33 4
T1.0
T1.0
1 3 T4.0
34 1
12 2
T7.0
T1.0 22 4 T1.0
24 1
T1.0
T1.1
T1.0
T1.0
1
T1.0
31 4
T1.0
T1.1
27 4
26 2
25 2
T0.3
30 2
21 3
23 2
40 4
29 4
T1.0
T1.0
36 4
37 4
T1.0
T1.0
T1.0
35 4 T1.1
38 4 T1.0
41 4
28 2
39 4
T1.0
T1.0
T1.0
LARGE AND MEDIUM DIRT JUMPS - PLAN SCALE: 1” = 40’ 5 1
1 4 T1.0
4 1
3 1
2 1
T1.0
T1.0
T1.0
T1.0
6 4
Construction Notes: All turns and trail features shall flow seamlessly together without requiring pedaling or braking by the intended user group. Contractor to work with civil engineer to site-design drainage system based on final trail layout. Drain system to be installed by others. Contractor to coordinate trail alignment with adjacent trails.
Feature Height 5 FT 4 FT 5 FT 3 FT 5 FT 6 FT 2 FT 6 FT 7 FT 3 FT 7 FT 3 FT 4 FT 5 FT 5 FT 2 FT 6 FT 6 FT 2 FT 6 FT 5 FT 3 FT 4 FT 4 FT 5 FT 4 FT 2 FT 5 FT 2 FT 5 FT 2 FT 5 FT 2 FT 8 FT 5 FT 2 FT 3 FT 2 FT 3 FT 3 FT 2 FT
Feature Length 8 FT
Feature Width 24" + Diameter
Feature Radius Feature Notes
10 FT 12 FT
4 FT 4 FT
10 FT 10 FT
Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing
12 FT 14 FT
4 FT 4 FT
10 FT 10 FT
Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing
14 FT 8 FT
4 FT 3 FT
10 FT
Alternative 1 assumes dirt lip/landing
10 FT
4 FT
10 FT
10 FT 12 FT
4 FT 4 FT
10 FT 10 FT
Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing
12 FT 10 FT
4 FT 4 FT
10 FT 10 FT
Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing
25 FT
ALTERNATE #1
One-way and downhill, type D trail with an emphasis on SMALL technical jump features. It should be open and flowing, relatively wide (6-feet +/-), and have rollable dirt features. The first feature on this trail is a roller, which will set the rhythm for entire trail. Construction Notes: All turns and trail features shall flow seamlessly together without requiring pedaling or braking by the intended user group. Contractor to work with civil engineer to site-design drainage system based on final trail layout. Drain system to be installed by others. Contractor to coordinate trail alignment with adjacent trails.
COLORADO BUFF QUARTZITIC SANDSTONE - WATER JET CUT OR SIMILAR - SPECIFIC GRAVITY: 2.510 AASHTO T-85 - COMPRESSIVE STRENGTH: 16,661 C170 - FREEZE THAW: 1.4 AASHTO T-103 - LA ABRASION RESISTANCE: 34 AASHTO T-96
LARGE PUMP TRACK Multidirectional trail environment with an emphasis on LARGE rolling features. Trail should be open and flowing, 4-feet wide, and have rollable dirt features. The first feature on this trail is a roller, which will set the rhythm for entire trail. Construction Notes: All turns and trail features shall flow seamlessly together using multiple line choices without requiring pedaling or braking by the intended user group. Contractor to work with civil engineer to site-design drainage system based on final trail layout. Drain system to be installed by others. Coordinate trail alignment with adjacent trails.
3
T2.0
Alternative 1 assumes dirt lip/landing
SMALL PUMP TRACK
COLORADO RED OR BUFF SANDSTONE
4
6
T2.0
T2.0
SHAPED SANDSTONE CAUSEWAY - PLAN
5
T2.0
SCALE: 3/8” = 1’-0”
BOULDER RIDE - PLAN SCALE: 3/8” = 1’-0”
Multidirectional trail environment with an emphasis on small rolling features. Trail should be open and flowing, 4-feet wide, and have rollable dirt features. The first feature on this trail is a roller, which will set the rhythm for entire trail.
CANADA USA Construction Notes: All turns and trail features shall flow seamlessly together using multiple line choices without requiring pedaling or braking by the intended user group. Contractor to work with s 43rd St 1050 Millar Creek Rd #5 350 civil engineer to site-design drainage system based on final trail layout. Drain system to be installed BC V0N 1B1 Boulder, CO 80305 trails. by others. Coordinate trail alignment with adjacentWhistler, (250)418-1486
10 FT 8 FT 10 FT 8 FT
TERRAIN PARK TRAILS LOCATION PLAN
T0.1
RIDING SURFACE SHAPED
10 FT
STONE FEATURES
12 FT 4
12 FT
T2.0
18 FT
10 FT
S K R EPA
T1.1
VARIES
SMALL DIRT JUMP TRAIL
VARIES
7 4
T1.1
T1.0
13 4
T1.1
6 3
VARIES
VARIES
14 4
T1.0
3 4
One-way and roughly 4% downhill, type D trail with an emphasis on MEDIUM manufactured jump features. It should be open and flowing, relatively wide (6’ +/-), and have mandatory gaps and drops. The first feature on this trail is a 3-foot mandatory bridge drop, which will set the rhythm for entire trail.
LARGE AND MEDIUM DIRT JUMP TRAILS
T1.1
SCALE: 3/8” = 1’-0”
VARIES
2
T0.3
SANDSTONE CAUSEWAY - PLAN
IK B E PIN
One-way and downhill, type D trail with an emphasis on SMALL technical features. It should be open and flowing, relatively wide (6-feet +/-), and have rollable features. The first feature on this trail is a set of rollers, which will set the rhythm for entire trail.
SMALL DIRT JUMPS - ALTERNATE #1
5 3
2
T2.0
SCALE: 3/8” = 1’-0”
SMALL SLOPESTYLE TRAIL
SMALL PUMP TRACK - ALTERNATE #1
S K R EPA
COLORADO BUFF QUARTZITIC SANDSTONE - SNAP CUT - SPECIFIC GRAVITY: 2.510 AASHTO T-85 - COMPRESSIVE STRENGTH: 16,661 C170 - FREEZE THAW: 1.4 AASHTO T-103 - LA ABRASION RESISTANCE: 34 AASHTO T-96
COLORADO BUFF QUARTZITIC SANDSTONE - SNAP CUT - SPECIFIC GRAVITY: 2.510 AASHTO T-85 - COMPRESSIVE STRENGTH: 16,661 C170 - FREEZE THAW: 1.4 AASHTO T-103 - LA ABRASION RESISTANCE: 34 AASHTO T-96
MEDIUM SLOPESTYLE TRAIL
T0.3
S
VARIES
LARGE DIRT JUMPS - ALTERNATE #1
4 4
CANADA USA 1050 Millar Creek Rd #5 350 s 43rd St Whistler, BC V0N 1B1 Boulder, CO 80305 (250)418-1486
VA R
IE
CANADA USA 1050 Millar Creek Rd #5 350 s 43rd St Whistler, BC V0N 1B1 Boulder, CO 80305 (250)418-1486
VARIES
Construction Notes: All turns and trail features shall flow seamlessly together without requiring pedaling or braking by the intended user group. Contractor to work with civil engineer to site-design drainage system based on final trail layout. Drain system to be installed by others. Contractor to coordinate trail alignment with adjacent trails.
VARIES
DUAL SLALOM TRAIL
ALTERNATE #1
SHAPED SANDSTONE CAUSEWAY - SIDE ELEVATION
6
T2.0
SCALE: 3/8” = 1’-0”
BOULDER RIDE - SIDE ELEVATION SCALE: 3/8” = 1’-0”
T2.0
Alternative 1 assumes berm
*FOR ESTIMATING PURPOSES ONLY. FINAL DIMENSIONS SUBJECT TO FINAL DESIGN BASED ON SITE CONDITIONS AND RIDE CONFIGURATION.
SMALL DIRT JUMP TRAIL
T1.1
41 2
T1.1
T1.0
49 4
43 2
T1.1
T1.0
40 4 T1.1 39 6
T1.0 38 4
35 2 T1.0
T1.1
T2.0
T1.0
T1.0
3 FT
FEATURE NUMBER
10 FT 20 FT
x x 14 FT
Footing on 6 FT tall mound, Aletnative 1 assumes berm
Tx.x SHEET NUMBER
4 FT
SOLID LINE: DIRT FEATURE 14 FT
Footing on 6 FT tall mound, Alternative 1 assumes berm
DASHED LINE: NON-DIRT FEATURE
P L A © 2
T1.0
ROLLER DOUBLE - SECTION SCALE: 1/4” = 1’-0”
During this phase, we deliver detailed drawings, location plans and performance specifications so that T0.3 each park amenity can be permitted and built according to your plan. TERRAIN PARK FEATURE LOCATION PLANS
S) DIU RA (LIP VA RIE S
VARIES (LIP HEIGHT)
VARIES (LANDING HEIGHT)
VARIES (LANDING LENGTH)
VARIES (LIP LENGTH)
VARIES (GAP DISTANCE)
VARIES (LIP HEIGHT)
S)
DIU
RA
(LIP
IES
VARIES (LANDING HEIGHT)
VARIES (FEATURE LENGTH)
6” CUSTOM SURFACING MIX, TYP.
VARIES (LIP LENGTH)
VARIES (FEATURE LENGTH)
6” CUSTOM SURFACING MIX, TYP.
3
T1.0
GAP DOUBLE - SECTION SCALE: 1/4” = 1’-0”
*FOLLOING TRAIL CONSTRUCTION, ALL NON-RIDING AREAS IN TERRAIN PARKS TO BE DRESSED WITH 2” OF TOPSOIL (BY OTHERS). PLAN FOR POSITIVE OUTFLOW AND DRAINAGE ACCORDINGLY.
DOCUMENT
CONSTRUCTION DOCUMENTS S RIE
10 FT
DETAIL NUMBER
VA
30 FT 10 FT 30 FT 12 FT 15 FT 12 FT 20 FT 18 FT 20 FT 30 FT 12 FT 15 FT 12 FT 30 FT
Rollercoaster, must flow fast, Alternatie 1 assumes Rhythm Section
KEY
30 FT 8 FT 10 FT 10 FT 18 FT
VARIES (GAP DISTANCE)
VARIES (LANDING LENGTH)
VA R
S)
SCALE: 1/4” = 1’-0”
IUS
SCALE: 1” = 40’
TABLETOP - SECTION
RAD
DUAL SLALOM - PLAN
NOTE: RHYTHM SECTIONS ARE COMPOSED OF A SERIES OF LINKED ROLLERS. SEE DETAIL 4 ON SHEET 1.0 FOR TYPICAL ROLLER CONDITION.
1
T1.0
10 FT 10 FT 30 FT 25 FT 15 FT
K I B INE
VARIES (LIP LENGTH)
VARIES (FEATURE LENGTH) 6” CUSTOM SURFACING MIX, TYP.
)
52 4
3
T1.1
42 4
T1.1
54 4
T0.3
44 4
T1.1
VARIES (GAP DISTANCE)
VARIES (LANDING LENGTH)
IUS
T1.1
47 4
30 4
T1.1
Footing on 6 FT tall mound, Alternative 1 assumes berm
AD
T1.1
51 4
37 4
32 4
T1.1
14 FT
GR
T1.1
53 4
34 4
12 FT 15 FT 12 FT 30 FT 18 FT 30 FT 20 FT 10 FT 35 FT 12 FT 20 FT
DIN
55 4
T5.0
T2.0
TOP OF LIP AND LANDING TO BE RADIUSED
AN
56 4
T1.0
45 4
T1.1
29 3
T1.0
)
50 2
RHYTHM SECTION
T1.0
T5.0
46 4
31 4
DIUS
T1.0
33 2
Footing on 6 FT tall mound, Alternative 1 assumes berm
RA
48 2
36 4
14 FT
20 FT 10 FT
S K R EPA
TOP OF LIP AND LANDING TO BE RADIUSED
LANDING TO BE RADIUSED
S)
RHYTHM SECTION
SANDSTONE BRIDGE - PLAN TOP OF LIP AND SCALE: 3/8” = 1’-0”
DING
17 4
5
T2.0
DIU
T2.0
Feature Radius Feature Notes Rollercoaster, must flow fast. Alternative 1 assumes Rhythm Section
RA
T1.1
Feature Width 3 FT
20 FT 8 FT 15 FT 10 FT 18 FT
VARIES (LIP HEIGHT)
T1.1
Feature Length 25 FT 20 FT
(LIP
T1.1
Feature Height 3 FT 5 FT 3 FT 5 FT 5 FT 5 FT 5 FT 6 FT 3 FT 5 FT 3 FT 3 FT 5 FT 3 FT 5 FT 5 FT 6 FT 5 FT 5 FT 3 FT 5 FT 5 FT 5 FT 3 FT 3 FT 2 FT 5 FT 5 FT 3 FT 3 FT 2 FT 5 FT 5 FT 3 FT 5 FT 6 FT 3 FT 5 FT 3 FT 5 FT 5 FT 3 FT 5 FT 5 FT 6 FT 5 FT 5 FT 3 FT 5 FT 5 FT 5 FT 3 FT 3 FT 2 FT 5 FT 5 FT
IES
T5.0
Feature Type Shaped Sandstone Causeway Berm Roller Berm Roller Double Berm Roller Double Curved Wall Ride Roller Berm Boulder Ride Berm Roller Double Berm Roller Double Berm Curved Wall Ride Berm Berm Roller Double Berm Roller Double Berm Roller Berm Roller Berm Berm Shaped Sandstone Causeway Berm Roller Berm Roller Double Berm Roller Double Curved Wall Ride Roller Berm Boulder Ride Berm Roller Double Berm Roller Double Berm Curved Wall Ride Berm Berm Roller Double Berm Roller Double Berm Roller Berm Roller Berm Berm
VA R
T1.1
Construction Phase Alternate 1 Undesignated Feature # Detail # Sheet # x 1 3 T2.0 x 2 4 T1.1 x 3 4 T1.0 x 4 4 T1.1 x 5 2 T1.0 x 6 4 T1.1 x 7 2 T1.0 x 8 4 T5.0 x 9 4 T1.0 x 10 4 T1.1 x 11 6 T2.0 x 12 4 T1.1 x 13 2 T1.0 x 14 4 T1.1 x 15 2 T1.0 x 16 4 T1.1 x 17 4 T5.0 x 18 4 T1.1 x 19 4 T1.1 x 20 2 T1.0 x 21 4 T1.1 x 22 2 T1.0 x 23 4 T1.1 x 24 4 T1.0 x 25 4 T1.1 x 26 4 T1.0 x 27 4 T1.1 x 28 4 T1.1 x 29 3 T2.0 x 30 4 T1.1 x 31 4 T1.0 x 32 4 T1.1 x 33 2 T1.0 x 34 4 T1.1 x 35 2 T1.0 x 36 4 T5.0 x 37 4 T1.0 x 38 4 T1.1 x 39 6 T2.0 x 40 4 T1.1 x 41 2 T1.0 x 42 4 T1.1 x 43 2 T1.0 x 44 4 T1.1 x 45 4 T5.0 x 46 4 T1.1 x 47 4 T1.1 x 48 2 T1.0 x 49 4 T1.1 x 50 2 T1.0 x 51 4 T1.1 x 52 4 T1.0 x 53 4 T1.1 x 54 4 T1.0 x 55 4 T1.1 x 56 4 T1.1
S
1 3
S (L
2 4
RIE
T1.1
Base Bid
T1.0
4 4
VA
T1.1
3 4
T1.0
6 4
T5.0
RHYTHM SECTION
RHYTHM SECTION
T1.1
5 2
T1.0
DIU
T1.0
T1.1
7 2
8 4
RA
24 4
T1.0
RHYTHM SECTION
T1.0
10 4
G
26 4
T1.1
T1.1
9 4
T2.0
12 4
DIN
28 4
T1.1
11 6
T1.0
14 4
(LAN
T1.1
13 2
T1.0
16 4
ES VARI
T1.1
15 2
18 4
NATIVE SANDSTONE BLOCK
DUAL SLALOM RACE COURSE
AN
T1.1
19 4
6 FT 6 FT 6 FT 6 FT
RIE
T1.0 21 4
VARIES
S (L
23 4
Feature Notes
VA
20 2
T1.0 25 4
Feature Radius
VARIES (EXIT LENGTH)
IUS
SCALE: 1” = 40’
22 2
27 4
©A
SMALL DIRT JUMPS - PLAN
Feature Width
RAD
2
T0.3
Feature Length
5 FT 5 FT 5 FT 5 FT
RIE VA
N I P L
T1.0
Feature Height 2 FT 2 FT 2 FT 2 FT 2 FT 4 FT 3 FT 3 FT 3 FT 3 FT 2 FT
VARIES (FEATURE HEIGHT)
T1.0
Feature Type Roller Tabletop Tabletop Tabletop Tabletop Berm Tabletop Tabletop Tabletop Tabletop Roller
VARIES
T1.0
10 1 11 4
Construction Phase Alternate 1 Undesignated Feature # Detail # Sheet # x 1 4 T1.0 x 2 1 T1.0 x 3 1 T1.0 x 4 1 T1.0 x 5 1 T1.0 x 6 4 T1.1 x 7 1 T1.0 x 8 1 T1.0 x 9 1 T1.0 x 10 1 T1.0 x 11 4 T1.0
K I B E
T1.0
T1.0
VARIES (LANDING HEIGHT)
8 1 9 1
Base Bid
7 1
VARIES (ENTRANCE LENGTH)
VARIES (FEATURE LENGTH)
6” CUSTOM SURFACING MIX, TYP.
4
T1.0
©ALPINEBIKEPARKS 2011
ROLLER - SECTION SCALE: 1/4” = 1’-0”
DIRT FEATURES
3
T1.0
CASE STUDY
IN PARTNERSHIP WITH
No
01
VALMONT BIKE PARK BOULDER, CO
CONSTRUCTION DOCUMENTS FLOWFORM PERMA-WALL TYPICAL DETAILS © ALPINE BIKE PARKS
TRIM LEG TO CLEAR COLUMN
L3X3X1/4 GIRT - ROLLED MEMBER SHOWN, MAY ALSO BE STRAIGHT
KICKERS: SIZE VARIES - 2 ANGLES PER ASSEMBLY - BOLT TO COLUMNS WITH 3/4" BOLTS
ALPINE BIKE PARKS, LLC
CANADA
1050 Millar Creek Rd #5 Whistler, BC V0N 1B1 (250)418-1486
USA
350 s 43rd Street Boulder, CO 80305
TRIM LEG TO CLEAR COLUMN
L3X3X1/4 COLUMN - BOLT TO ADDITONAL MODULES WITH 1/2" BOLTS, WASHERS AND NYLOCK NUTS
P L A
*SEE SHEET T6.5 FOR LEG CONNECTION DETAIL AT CASE PAD
x x x x Revisions
CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
3/16
1 3/4"
PL TO 'L'
KICKER BASE PLATE - SEE FOUNDATION DETAILS FOR ANCHOR SPECIFICATIONS
4 1/2"
1 3/4"
6"
11/1
3"
PL 1/2"
4
5
4 1/2"
Valmont Bike Park Project Title
1 5'-6 2 "
1 3/4"
COLUMN BASE PLATE DETAIL NTS
6"
/1
11
x Submittal Title JCP Drawn By x Checked By
L2x2x1/4 KICKERS
3"
L3x3x1/4 COLUMN
3
1 4'-0 8 "
8" 1 3/4"
8"
KICKERS: SIZE VARIES - 2 ANGLES PER ASSEMBLY - BOLT TO COLUMNS WITH 3/4" BOLTS
8'-0"
KICKER BASE PLATE - SEE FOUNDATION DETAILS FOR ANCHOR SPECIFICATIONS
1 3/4"
COLUMN BASE PLATE - SEE FOUNDATION DETAILS FOR ANCHOR SPECIFICATIONS
PL TO 'L'
3/16
8"
NTS
P L A ©
COLUMN BASE PLATE - SEE FOUNDATION DETAILS FOR ANCHOR SPECIFICATIONS
4 1/2"
ISOMETRIC
L3X3X1/4 RAILS - PUNCH RAILS W/ 9/16" SLOTTED PUNCH 6" O.C. TYP
© 2
CASE PAD - SEE A / T6.2
x x
PL TO 'L'
1 3/4"
B E IN
3/8" = 1'-0
1
A P E IK
3 24'-4 16 "
x x
B E N I
3/16
x x x x Revisions
T4.4
KICKER BASE PLATE DETAIL NTS
Sheet Number
Boulder, CO Client / Location
TOP
S K R
x x
PL TO 'L'
x x
4"
NOV 8, 2010 Original Issue Date
2'-3" CL BOLTS, TYP
3/16
3/16 2-12
2 1/4"
TYP 'L' TO 'L'
x x
L3X3X1/4 COLUMN - BOLT TO ADDITONAL MODULES WITH 1/2" BOLTS, WASHERS AND NYLOCK NUTS
2"
A P E IK
350 s 43rd Street Boulder, CO 80305
x x
RKS
1050 Millar Creek Rd #5 Whistler, BC V0N 1B1 (250)418-1486
USA
OCT 14, 2010 Original Issue Date
BOULDER, CO Client / Location
CANADA
7'-0" 8'-0"
TYP 'L' TO 'L'
3/16 2-12
VALMONT BIKE PARK Project Title
ALPINE BIKE PARKS, LLC
1 3/4"
FLOWFORM ROCKER 8' W © ALPINE BIKE PARKS
PERMA-LIP 5'-6 W X 6' T X 11' R © ALPINE BIKE PARKS
5'-6" MAX
8
ALPINE BIKE PARKS, LLC
6
7
CANADA
3 24'-4 16 "
3 7'-8 16 "
CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
SIDE
3/8" = 1'-0
8'-2"
3"
1 6'-9 2 " CL LEGS
CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
FRONT 3/8" = 1'-0
1050 Millar Creek Rd #5 Whistler, BC V0N 1B1 (250)418-1486
USA
350 s 43rd Street Boulder, CO 80305
x Submittal Title JCP Drawn By x Checked By
5 10'-4 8 "
Oct 10, 2010 Original Issue Date x x
T5.0 ISOMETRIC
Sheet Number
NTS
S K R EPA
3/8" = 1'-0 5'-6" MAX
K I B INE
ALP
©
x x x x
LEG ASSEMBLY - SEE SHEET 2.3 - BOLT TO LIP SURFACE STRUCTURE W/ 1/2" BOLTS, WASHERS AND NYLOCK NUTS (2 BOLTS EA SIDE)
x x Revisions
ISOMETRIC NTS
2 x 8 WOOD PLATFORM - BOLT TO FEATURE W/ 1/2" Ø BOLTS, NUTS AND LOCK WASHERS (2 BOLTS TOTAL)
TOP
3 6'-3 8 "
R11'-0"
3 6'-3 8 "
2 x 6 WOOD RIDING SURFACE - SPACED 6" O.C. - BOLT TO FEATURE W/ 1/2" Ø BOLTS, NUTS AND LOCK WASHERS (2 BOLTS EA PLANK)
3 4'-0 4 " 70.00°
DOCUMENT
13 8'-4 16 "
5 10'-4 8 "
FRONT
SIDE
3/8" = 1'-0
3/8" = 1'-0
3 ©ALPINEBIKEPARKS 2011
x x
LIP SURFACE STRUCTURE - SEE SHEET 2.0
BOULDER, CO Client / Location
3 7'-8 16 "
VALMONT BIKE PARK Project Title
13 6 16 "
x Submittal Title JCP Drawn By x Checked By
T1.0 Sheet Number
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
IMPLEMENT
4 IN PARTNERSHIP WITH
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
CONSTRUCTION BEGINS
IMPLEMENT
CONSTRUCTION BEGINS
Holistic construction phasing is the key to efficiency during implementation. Bike parks contain specialty dirt mixes, trails, trail features, foundations, irrigation, drainage, landscaping and other site services. Phasing ensures that they are installed in the correct order.
ŠALPINEBIKEPARKS 2011
4
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
SLOPESTYLE TERRAIN
Fabricated terrain features Lip jumps, Rockers, Bridge Drops, Wall Rides
Return path
Unique soil composition for all terrain courses & trails Grass mat & erosion control
IMPLEMENT
4 ©ALPINEBIKEPARKS 2011
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
DIRT JUMPS
sculpted return path
stairs to start hill
Start Hill
IMPLEMENT
4 ©ALPINEBIKEPARKS 2011
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
DUAL SLALOM
IMPLEMENT
4 ©ALPINEBIKEPARKS 2011
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
PUMP PARKS MESA-TOP PUMP PARK
CREEKSIDE PUMP PARK
IMPLEMENT
drilling holes for drainage
©ALPINEBIKEPARKS 2011
4
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
CORKSCREW TRAIL
IMPLEMENT
4 ©ALPINEBIKEPARKS 2011
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
CROSS COUNTRY TRAILS Log cut from fell tree
Sandstone obstacles
Less Difficult Line
IMPLEMENT
4 ©ALPINEBIKEPARKS 2011
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
CUSTOM FEATURES
LIPS & ROCKERS PERMA-LIP 5'-6 W X 6' T X 11' R © ALPINE BIKE PARKS
5'-6" MAX
Installed pre-engineered feature
Decking removed for risk management until opening
ALPINE BIKE PARKS, LLC
CANADA
1050 Millar Creek Rd #5 Whistler, BC V0N 1B1 (250)418-1486
USA
350 s 43rd Street Boulder, CO 80305
5 10'-4 8 "
Oct 10, 2010 Original Issue Date x x x x
LIP SURFACE STRUCTURE - SEE SHEET 2.0
x x x x
2 x 8 WOOD PLATFORM - BOLT TO FEATURE W/ 1/2" Ø BOLTS, NUTS AND LOCK WASHERS (2 BOLTS TOTAL)
TOP
3/8" = 1'-0
ISOMETRIC NTS
Concrete foundation before backfill
Jump Lip staged near final location
5'-6" MAX
BOULDER, CO
NTS
x x Revisions
VALMONT BIKE PARK Project Title
ISOMETRIC
LEG ASSEMBLY - SEE SHEET 2.3 - BOLT TO LIP SURFACE STRUCTURE W/ 1/2" BOLTS, WASHERS AND NYLOCK NUTS (2 BOLTS EA SIDE)
R 11'-0" 3 6'-3 8 "
3 6'-3 8 "
2 x 6 WOOD RIDING SURFACE IMPLEMENT - SPACED 6" O.C. - BOLT TO FEATURE W/ 1/2" Ø BOLTS, NUTS AND LOCK WASHERS (2 BOLTS EA PLANK)
3 4'-0 4 " 70.00°
Backfilled concrete foundation
©ALPINEBIKEPARKS 2011
All features primed & painted with Matthews Paint (high quality, durable, automotive finish)
4
13 8'-4 16 " 5
x Submittal Title JCP Drawn By x Checked By
CASE STUDY
IN PARTNERSHIP WITH
No
01
FLOWFORM ELEVATED BRIDGE - XC LOCATION 2 © ALPINE BIKE PARKS
VALMONT BIKE PARK BOULDER, CO
CUSTOM FEATURES
ALPINE BIKE PARKS, LLC
ROLLERS & BRIDGES 3'-0"
CANADA
B
1050 Millar Creek Rd #5 Whistler, BC V0N 1B1 (250)418-1486
USA
350 s 43rd Street Boulder, CO 80305
NOTE: - POST DIMENSIONS FROM CENTER OF TIMBER SLEEPERS
2X6 WOOD RIDING SURFACE - BOLT TO RAILS W/ 1/2" BOLTS AND NYLON LOCK-NUTS
NOV 5, 2010 Original Issue Date
7'-1 1/2" CL POST
Skillz Loop feature
x x
7'-5 1/2" 7'-8 1/16" CL POST
x x x x x x
7'-11 7/8" CL POST
9'-0" CL POST
R 10'-7 9/16" 10'-6 7/8" R 12'-4 3/8"
14'-1 3/16"
A
12'-3 13/16"
TOP
3/8" = 1'-0 T.O. RAIL ELEV: +1'-3 1/4"
A L3X3X1/4 RAILS - PUNCH RAILS W/ 9/16" SLOTTED PUNCH 6" O.C. TYP
6'-6" T.O. SLEEPER ELEV: 0'-0"
4'-0"
4'-0"
BOULDER, CO Client / Location
1'-9" CL BOLTS
VALMONT BIKE PARKS Project Title
3'-0"
x x Revisions
B
T.O. RAIL ELEV: +0'-2"
FINISHED GRADE R 10'-0" A - T8.0
5'-10 1/4" POST HEIGHT
IMPLEMENT
4'-10 15/16" POST HEIGHT
9'-0" CL POST
©ALPINEBIKEPARKS 2011
HSS 4X4X3/16 POST - SEE B / T8.0
HSS 4X4X3/16 POST - SEE B / T8.0
SECTION A-A SCALE 1 : 32
HSS 4X4X3/16 POST - SEE B / T8.0
4
INSTALL DWG Submittal Title JCP Drawn By x Checked By
T7.2 Sheet Number
CASE STUDY
IN PARTNERSHIP WITH
No
01
VALMONT BIKE PARK BOULDER, CO
FLOWFORM PERMA-WALL 18'-0 W X 6' T X 20' R © ALPINE BIKE PARKS
CUSTOM FEATURES
11 10'-5 16 "
10'-6"
8’ t x 18’ l curved wall
D C
ALPINE BIKE PARKS, LLC
WALL RIDES
CANADA
1050 Millar Creek Rd #5 Whistler, BC V0N 1B1 (250)418-1486
C
USA
350 s 43rd Street Boulder, CO 80305
3 6'-4 8 "
10’ t x 18’ l flat wall E
E
OCT 14, 2010 Original Issue Date
A
x x
R20'
B
x x
B
x x
TOP
x x
3/8" = 1'-0
x x Revisions
12’ t x 18’ l flat wall
ISOMETRIC NTS
KICKERS - SEE SHEET 4.3 - BOLT TO SURFACE STRUCTURE W/ 3/4" BOLTS, WASHERS AND NYLOCK NUTS
6"
BOULDER, CO
2 x 6 RIDING SURFACE - SPACED 6" O.C. - BOLT TO FEATURE W/ 1/2" Ø BOLTS AND NYLOCK NUTS
VALMONT BIKE PARK Project Title
SURFACE STRUCTURE - SEE SHEET 4.0
5'-9" 7 6'-7 16 "
7 6'-7 16 "
IMPLEMENT
6’ t x 18’ l curved wall
70.00° 3 21'-9 8 "
FRONT 3/8" = 1'-0 ©ALPINEBIKEPARKS 2011
4
x Submittal Title JCP Drawn By x Checked By
40.00°
3 6'-4 8 "
SIDE
3/8" = 1'-0
T3.3 Sheet Number
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
CYCLOCROSS AMENITIES “THE 5280’ RUN-UP”
“THE BELGIAN STEPS” “SAND BOX”
IMPLEMENT
4 ©ALPINEBIKEPARKS 2011
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
ADDITIONAL IMPROVEMENTS Irrigation & Drainage
The Tot Track
Restrooms & Storage
Fencing
IMPLEMENT
4 ©ALPINEBIKEPARKS 2011
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
CONSTRUCTION PROGRESSION FEB 2011
MAY 2010
PRE-CONSTRUCTION Winter 2008
IMPLEMENT
4 ©ALPINEBIKEPARKS 2011
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
EVOLVE
5 IN PARTNERSHIP WITH
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
POST CONSTRUCTION SERVICES
• Event Consultation • Facility Management consulting • Staff Training • Media and athlete outreach • Install new features on existing trails • Trail and trail feature updates
©ALPINEBIKEPARKS 2011
EVOLVE
5
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
PROCESS RECAP
IN PARTNERSHIP WITH
IN PARTNERSHIP WITH
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
DESIGN PROCESS TRAILS RIDE! IMPLEMENT
4 te Escape Rou
SLOPESTYLE
XL L
LARGE PUMP PARK
L
w cre rks Co
Mesa Flow
Escape Route
M S
R
U ET
TO RN
SPECTATOR PLAZA
TOP
M
T1.0
T1.1 8 3
9 3
10 4
19 4
T1.1
T1.1
T1.0
T1.0
11 3 T1.1
17 3
20 3
T1.1
T1.1
32 2 33 4
T1.0
T1.0
1 3 T4.0
34 1
12 2
T7.0
T1.0 22 4 24 1 T1.1
1
T1.0
T1.0
T1.0
31 4
T1.0
T1.1
27 4
26 2
25 2
T0.3
30 2
21 3 40 4
29 4
T1.0
T1.0
36 4
37 4
T1.0
T1.0
T1.0
35 4 T1.1
38 4 T1.0
41 4
28 2
39 4
T1.0
T1.0
T1.0
LARGE AND MEDIUM DIRT JUMPS - PLAN SCALE: 1” = 40’ 5 1
1 4 T1.0
4 1
3 1
2 1
T1.0
T1.0
T1.0
T1.0
6 4 T1.1
Feature Type Elevated Log Drop Roller Berm Roller Gap Double With Manufactured Lip Gap Double With Manufactured Lip Roller Gap Double With Manufactured Lip Gap Double With Manufactured Lip Roller Gap Double With Manufactured Lip Elevated Bridge Drop Roller Roller Gap Double With Manufactured Lip Roller Gap Double With Manufactured Lip Gap Double With Manufactured Lip Roller Gap Double With Manufactured Lip Gap Double With Manufactured Lip Roller Roller Double Hip Tabletop Roller Double Roller Double Roller Roller Double Roller Roller Double Roller Roller Double Roller Quarter Pipe Berm Roller Roller Roller Roller Roller Roller
Feature Height 5 FT 4 FT 5 FT 3 FT 5 FT 6 FT 2 FT 6 FT 7 FT 3 FT 7 FT 3 FT 4 FT 5 FT 5 FT 2 FT 6 FT 6 FT 2 FT 6 FT 5 FT 3 FT 4 FT 4 FT 5 FT 4 FT 2 FT 5 FT 2 FT 5 FT 2 FT 5 FT 2 FT 8 FT 5 FT 2 FT 3 FT 2 FT 3 FT 3 FT 2 FT
Feature Length 8 FT
Feature Radius Feature Notes
10 FT 12 FT
4 FT 4 FT
10 FT 10 FT
Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing
12 FT 14 FT
4 FT 4 FT
10 FT 10 FT
Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing
4 FT 3 FT
10 FT
14 FT 8 FT
4 FT
10 FT
10 FT 12 FT
4 FT 4 FT
10 FT 10 FT
12 FT 10 FT
10 FT
4 FT 4 FT
10 FT 10 FT
Alternative 1 assumes dirt lip/landing
SMALL DIRT JUMPS - PLAN SCALE: 1” = 40’
M
10 FT 12 FT
S
12 FT 18 FT
10 FT
Alternative 1 assumes berm
T1.1 24 4
T1.0
T1.0
13 2
T1.0
21 4
19 4
T1.1
T1.1
18 4 RHYTHM SECTION
T1.1
11 6
T1.0
9 4
T2.0
7 2
T1.0
5 2
T1.0
3 4
T1.0
Base Bid
T1.0
16 4
14 4
12 4
10 4
8 4
6 4
4 4
2 4
1 3
T1.1
T1.1
T1.1
T1.1
T5.0
T1.1
T1.1
T1.1
T2.0
17 4 T5.0
31 4 RHYTHM SECTION
RHYTHM SECTION
48 2 T1.0
T1.0
56 4
55 4
53 4
51 4
T1.1
T1.1
T1.1
T1.1
54 4
52 4
T1.0
T1.0
3
T0.3
36 4
33 2 T1.0
T5.0
46 4
45 4
T1.1
T5.0
34 4 37 4
47 4
44 4
T1.1
T1.1
42 4
41 2
T1.1
T1.0
49 4
43 2
T1.1
T1.0
DUAL SLALOM - PLAN SCALE: 1” = 40’
Feature Length
Feature Width
Feature Radius
40 4 T1.1 39 6
T1.0 38 4
T1.0
29 3 T2.0
32 4
30 4
T1.1
T1.1
T1.1 35 2 T1.0
T1.1
T2.0
NOTE: RHYTHM SECTIONS ARE COMPOSED OF A SERIES OF LINKED ROLLERS. SEE DETAIL 4 ON SHEET 1.0 FOR TYPICAL ROLLER CONDITION.
Construction Phase Alternate 1 Undesignated Feature # Detail # Sheet # x 1 3 T2.0 x 2 4 T1.1 x 3 4 T1.0 x 4 4 T1.1 x 5 2 T1.0 x 6 4 T1.1 x 7 2 T1.0 x 8 4 T5.0 x 9 4 T1.0 x 10 4 T1.1 x 11 6 T2.0 x 12 4 T1.1 x 13 2 T1.0 x 14 4 T1.1 x 15 2 T1.0 x 16 4 T1.1 x 17 4 T5.0 x 18 4 T1.1 x 19 4 T1.1 x 20 2 T1.0 x 21 4 T1.1 x 22 2 T1.0 x 23 4 T1.1 x 24 4 T1.0 x 25 4 T1.1 x 26 4 T1.0 x 27 4 T1.1 x 28 4 T1.1 x 29 3 T2.0 x 30 4 T1.1 x 31 4 T1.0 x 32 4 T1.1 x 33 2 T1.0 x 34 4 T1.1 x 35 2 T1.0 x 36 4 T5.0 x 37 4 T1.0 x 38 4 T1.1 x 39 6 T2.0 x 40 4 T1.1 x 41 2 T1.0 x 42 4 T1.1 x 43 2 T1.0 x 44 4 T1.1 x 45 4 T5.0 x 46 4 T1.1 x 47 4 T1.1 x 48 2 T1.0 x 49 4 T1.1 x 50 2 T1.0 x 51 4 T1.1 x 52 4 T1.0 x 53 4 T1.1 x 54 4 T1.0 x 55 4 T1.1 x 56 4 T1.1
R
A IG
TI
ON
DI
TC
H
B
N TO G U
1 t 10 Dir
ap tL Ho
SMALL PUMP PARK
tor ec nn Co
Feature Notes
H
C
O
N
N
EC
TI
ON
-U
SE
PA
5 FT 5 FT 5 FT 5 FT 6 FT 6 FT 6 FT 6 FT
PLATT FARM HOUSE
Feature Type Shaped Sandstone Causeway Berm Roller Berm Roller Double Berm Roller Double Curved Wall Ride Roller Berm Boulder Ride Berm Roller Double Berm Roller Double Berm Curved Wall Ride Berm Berm Roller Double Berm Roller Double Berm Roller Berm Roller Berm Berm Shaped Sandstone Causeway Berm Roller Berm Roller Double Berm Roller Double Curved Wall Ride Roller Berm Boulder Ride Berm Roller Double Berm Roller Double Berm Curved Wall Ride Berm Berm Roller Double Berm Roller Double Berm Roller Berm Roller Berm Berm
Feature Height 3 FT 5 FT 3 FT 5 FT 5 FT 5 FT 5 FT 6 FT 3 FT 5 FT 3 FT 3 FT 5 FT 3 FT 5 FT 5 FT 6 FT 5 FT 5 FT 3 FT 5 FT 5 FT 5 FT 3 FT 3 FT 2 FT 5 FT 5 FT 3 FT 3 FT 2 FT 5 FT 5 FT 3 FT 5 FT 6 FT 3 FT 5 FT 3 FT 5 FT 5 FT 3 FT 5 FT 5 FT 6 FT 5 FT 5 FT 3 FT 5 FT 5 FT 5 FT 3 FT 3 FT 2 FT 5 FT 5 FT
Feature Length 25 FT 20 FT
Feature Width 3 FT
20 FT 8 FT 15 FT 10 FT 18 FT
14 FT
Footing on 6 FT tall mound, Alternative 1 assumes berm
14 FT
Footing on 6 FT tall mound, Alternative 1 assumes berm
“THE SAND BOX”
101 Dirt
Feature Radius Feature Notes Rollercoaster, must flow fast. Alternative 1 assumes Rhythm Section
20 FT 10 FT 12 FT 15 FT 12 FT 30 FT 18 FT 30 FT 20 FT 10 FT 35 FT 12 FT 20 FT
ap tL Ho
10 FT 10 FT 30 FT 25 FT 15 FT
3 FT
30 FT 10 FT 30 FT 12 FT 15 FT 12 FT 20 FT 18 FT 20 FT 30 FT 12 FT 15 FT 12 FT 30 FT 10 FT 10 FT 20 FT
Rollercoaster, must flow fast, Alternatie 1 assumes Rhythm Section
KEY FEATURE NUMBER
30 FT 8 FT 10 FT 10 FT 18 FT
DETAIL NUMBER
x x 14 FT
Footing on 6 FT tall mound, Aletnative 1 assumes berm
Tx.x
14 FT
Footing on 6 FT tall mound, Alternative 1 assumes berm
DASHED LINE: NON-DIRT FEATURE
SHEET NUMBER
4 FT
IR
SOLID LINE: DIRT FEATURE
RI
T GA
IO
N
“THE BELGIAN STEPS”
D
TERRAIN PARK FEATURE LOCATION PLANS
SKILLZ LOOP
T0.3
E
G
L
A
D
E
S
FUTURE DOG PARK RENOVATION
T
H
1
ENVISION
50 2
RHYTHM SECTION
RHYTHM SECTION
Feature Height 2 FT 2 FT 2 FT 2 FT 2 FT 4 FT 3 FT 3 FT 3 FT 3 FT 2 FT
IR
S
RESTROOMS & STORAGE
per hop Grass
C
T1.1
23 4
T1.1
15 2
T1.0
T1.0 25 4
26 4
DIRT JUMPS
10 FT 8 FT 10 FT 8 FT
DUAL SLALOM RACE COURSE
20 2
22 2
T1.1
L CANADA USA 1050 Millar Creek Rd #5 350 s 43rd St Whistler, BC V0N 1B1 Boulder, CO 80305 (250)418-1486
Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing
IT
2
R D .
T1.0
T1.0
Feature Type Roller Tabletop Tabletop Tabletop Tabletop Berm Tabletop Tabletop Tabletop Tabletop Roller
XL
Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing Alternative 1 assumes dirt lip/landing
HUB PLAZA
M
T1.0
T1.0
T1.0
10 1 11 4
Construction Phase Alternate 1 Undesignated Feature # Detail # Sheet # x 1 4 T1.0 x 2 1 T1.0 x 3 1 T1.0 x 4 1 T1.0 x 5 1 T1.0 x 6 4 T1.1 x 7 1 T1.0 x 8 1 T1.0 x 9 1 T1.0 x 10 1 T1.0 x 11 4 T1.0
Lap Hot
RE
8 1 9 1
Base Bid
7 1
FUTURE BRIDGE
25 FT
SMALL DIRT JUMP TRAIL
T0.3
Backtrack
START/FINIS H
Feature Width 24" + Diameter
T
16 4
Construction Phase Base Bid Alternate 1 Undesignated Feature # Detail # Sheet # x 1 3 T4.0 x 2 4 T1.0 x 3 4 T1.1 x 4 4 T1.0 x 5 3 T1.1 x 6 3 T1.1 x 7 4 T1.0 x 8 3 T1.1 x 9 3 T1.1 x 10 4 T1.0 x 11 3 T1.1 x 12 2 T1.0 x 13 4 T1.0 x 14 4 T1.0 x 15 3 T1.1 x 16 4 T1.0 x 17 3 T1.1 x 18 3 T1.1 x 19 4 T1.0 x 20 3 T1.1 x 21 3 T1.1 x 22 4 T1.0 x 23 2 T1.0 x 24 1 T1.1 x 25 2 T1.0 x 26 2 T1.0 x 27 4 T1.0 x 28 2 T1.0 x 29 4 T1.0 x 30 2 T1.0 x 31 4 T1.0 x 32 2 T1.0 x 33 4 T1.0 x 34 1 T7.0 x 35 4 T1.1 x 36 4 T1.0 x 37 4 T1.0 x 38 4 T1.0 x 39 4 T1.0 x 40 4 T1.0 x 41 4 T1.0
TI
T1.0
T1.1
T1.0
RR
UL
T1.1
18 3
T1.0
23 2
A
TU
7 4
15 3
T1.0
2 4
T1.0
1 t 10 Dir
FU
6 3
T1.0
13 4
T1.1
Backtrack
ish Fin rt/ Sta
LARGE AND MEDIUM DIRT JUMP TRAILS
14 4
T1.0
FUTURE BRIDGE
Mid Mes a
H
4 4
27 4
Espresso
“THE BROKEN ESCALATOR”
A I R P O R T
5 3
3 4
28 4
Rivet
>
esa Mid M
T1.1
2
< 52 80 ft
DUAL SLALOM
DOCUMENT
3
H> HIG ILE <M
Gear Down
p La ot H
STORAGE BARN
MULTI-USE PATH
V A L M O N T ©ALPINEBIKEPARKS 2011
R D .
V A L M O N T
R D . SCALE 1" = 80'
0
30
60
120 ft
EL
(FU
TU
RE)
CASE STUDY
IN PARTNERSHIP WITH
No
01
VALMONT BIKE PARK BOULDER, CO
DESIGN PROCESS CUSTOM FEATURES
RIDE! FLOWFORM ROCKER 8' W © ALPINE BIKE PARKS
4
IMPLEMENT
ALPINE BIKE P
CANADA
1050 Millar Creek Whistler, BC V0N (250)418-1486
USA
350 s 43rd Street Boulder, CO 803
7'-0" 8'-0"
NOV 8, 201 Original Issue
2'-3" CL BOLTS, TYP
x x
DOCUMENT
x x 3 24'-4 16 "
FLOWFORM ROCKER 8' W © ALPINE BIKE PARKS
TOP
3/8" = 1'-0
ISOMETRIC NTS
ALPINE BIKE PARKS, LLC
1050 Millar Creek Rd #5 Whistler, BC V0N 1B1 (250)418-1486
CASE PAD - SEE A / T6.2
USA
350 s 43rd Street Boulder, CO 80305
RKS
PA E K I EB
3 24'-4 16 "
TOP
3/8" = 1'-0
PIN L A ©
CASE PAD - SEE A / T6.2
WIDTH VARIES (SEE SCHEDULE)
COPING - 2 1/2” O.D. STEEL PIPE
1 4'-0 8 "
COPING - 2 1/2” O.D. STEEL PIPE
RKS
13 6 16 "
1 WHALE TALE - PLAN
R 37'-0"
LOG SHAPE, LOG DIAMETER, LOG LENGTH, RIDING SURFACE WIDTH AND HEIGHT DETERMINE FEATURE DIFFICULTY
DIRT LANDING
FINAL LOG SELECTION FOR RIDING SURFACE TO BE DETERMINED BY PROFESSIONAL TRAIL BUILDER
1
LPIN
LOGS TO BE COATED WITH A PENETRATING SEALER PRIOR TO INSTALLATION. ALL FIELD CUTS TO BE SEALED TO MAINTAIN A GOOD MOISTURE BARRIER
CONCRETE SLAB - SEE DETAIL X ON SHEET X.X
2 WHALE TALE - SIDE ELEVATION
BRIDGE LOG - SIZE AND SHAPE VARIES
©A 0.0 SCALE: 1/4” = 1’-0”
NOTES:
JUMP LIPS CAN BE DIRT OR STEEL
4
1 5'-6 2 "
1
6 1 6'-9 2 " CL LEGS
3"
8'-2"
2
CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
SIDE
FRONT
3/8" = 1'-0
3/8" = 1'-0
x Submittal Title JCP Drawn By x Checked By
3
T5.0
5
Sheet Number
3 WHALE TALE - FRONT ELEVATION
0.0 SCALE: 1/4” = 1’-0”
1 5'-6 2 "
COPING - 2 1/2” O.D. STEEL PIPE
8
RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
COPING - 2 1/2” O.D. STEEL PIPE
4 SATELLITE - PLAN
0.0 SCALE: 1/4” = 1’-0”
x x Revisions
L3X3X1/4 RAILS - PUNCH RAILS W/ 9/16" SLOTTED PUNCH 6" O.C. TYP
NON-RIDING SURFACES - RECLAIMED AND WEATHERED BARN WOOD PLANKS
1 4'-0 8 "
35'-0"
WIDTH VARIES (SEE SCHEDULE)
HEIGHT VARIES (SEE SCHEDULE)
R4 '-0"
PA E K I EB STEEL JUMP LIP - SEE DETAIL 1 ON SHEET X.X
NOTES:
ENVISION
STEEL STRUCTURE - SEE DETAIL X ON SHEET X.X
7
3 7'-8 16 " 3 24'-4 16 " CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
3 7'-8 16 "
CASE PAD
30'-0"
x x
8
0.0 SCALE: 1/4” = 1’-0”
LARGE OUTPUT GRAPHICS OPPORTUNITY FOR SPONSORED EVENTS
5
x x
Valmont Bike Park Project Title
35'-0"
x x
8'-0"
4
3
2
8'-0"
x x
NTS
L3X3X1/4 RAILS - PUNCH RAILS W/ 9/16" SLOTTED PUNCH 6" O.C. TYP
1
NOV 8, 2010 Original Issue Date
ISOMETRIC
*SEE SHEET T6.5 FOR LEG CONNECTION DETAIL AT CASE PAD
*SEE SHEET T6.5 FOR LEG CONNECTION DETAIL AT CASE PAD
Boulder, CO Client / Location
2'-3" CL BOLTS, TYP
x x Revisions
CANADA
7'-0" 8'-0"
DESIGN
x x
Valmont Bike Park Project Title
3
RIDING SURFACE - 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD - SURFACE TO BE SEALED AND PAINTED WITH NON-SLIP COATING
x x
CASE PAD
IES VARDULE) TH WID SCHE E (SE
6
7
LARGE OUTPUT GRAPHICS OPPORTUNITY FOR SPONSORED EVENTS
HEIGHT VARIES (SEE SCHEDULE)
STEEL STRUCTURE - SEE DETAIL X ON SHEET X.X
DIRT LIP - BUILT AT ANGLE COMPARABLE TO ENTRANCE ANGLE OF SATELLITE FEATURE
DIRT LANDING - BUILT AT ANGLE COMPARABLE TO EXIT ANGLE OF SATELLITE FEATURE
13 6 16 "
CONCRETE SLAB - SEE DETAIL X ON SHEET X.X
5 SATELLITE - SIDE ELEVATION
0.0 SCALE: 1/4” = 1’-0”
NON-RIDING SURFACES - RECLAIMED AND WEATHERED BARN WOOD PLANKS
6 SATELLITE - FRONT ELEVATION
0.0 SCALE: 1/4” = 1’-0”
3 7'-8 16 "
3 24'-4 16 "
3 7'-8 16 "
CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
SIDE
3/8" = 1'-0 ©ALPINEBIKEPARKS 2011
8'-2"
3"
1 6'-9 2 " CL LEGS
CROSS BRACING - REQ'D AT FEATURE END BAYS AND EVERY 3RD BAY IN-BETWEEN - 1/8" Ø AIRCRAFT CABLE, 1/4" WIRE ROPE OR GRADE 28, TRADE SIZE 5/16" CHAIN - TENSION WITH MIN 5/8" TURNBUCKLE
FRONT 3/8" = 1'-0
x Submitta JCP Drawn B x Checked
T5.
CASE STUDY
No
01
VALMONT BIKE PARK BOULDER, CO
SERVICES & CONTACT
IN PARTNERSHIP WITH
WWW.ALPINEBIKEPARKS.COM
ALPINE BIKE PARKS offers planning, design, consulting, construction management and general contractor services to take your project from concept to successful implementation. We develop premium riding experiences that are low maintenance and in harmony with the surrounding environment.
WHAT WE BRING TO THE TABLE // Feasibility and Planning // Custom Design // Construction & Construction Management // Comprehensive Signage & Wayfinding // Operations, Management, Maintenance and Marketing Consulting // Media Outreach
THE RIGHT PROFESSIONALS FOR THE JOB
WWW.ALPINEBIKEPARKS.COM
Alpine Bike Parksâ&#x20AC;&#x2122; staff includes leading-edge designers, builders, and project managers, many with world-class bicycle competition experience. This unique perspective enables us to design progressive, flow based amenities that appeal to riders and create outstanding spectator environments. Our management team brings significant facility development and management experience while our design team brings decades of experience in architecture, graphic design, and product development. With our partners in the architectural and engineering communities, we are able to deliver stamped construction documents for your unique project. For each project, we create a custom team, drawing on the best professional skill set to meet our clientâ&#x20AC;&#x2122;s vision and goals. Our staff members have extensive experience in their fields of expertise:
A LEADER IN BIKE PARK AND TRAIL DEVELOPMENT Judd de Vall founded Alpine Bike Parks in 2007 after a decade of experience developing trail projects for the International Mountain Bicycling Association (IMBA).
OUR TEAM Judd de Vall
> Principal
Jason Plumb
> Industrial Designer
Eric Carter
> Gravity Trails
Jacob Hyde
> Designer and Shaper
Jamie Goldman
> Freeride Trails
Joe Prisel
> Indoor Parks
Kyle Jameson
> Designer and Shaper
Morgan Benbough
> Lead Installer
Randy Spangler
> Freeride Trails
Roland Green
> Cross Country Trails
Ryan Howard
> Designer and Shaper
Zach Lee
> Environmental Graphic Designer
Since then, Alpine has recruited an impressive staff and established itself as a leader in the field of bike park and natural surface trail development. We work with you to custom configure a development plan that ensures quality and fits your specific needs. We can design and build your facility with our in-house design & construction staff, or we can coordinate with existing staff, local contractors, and volunteers. Not only will we help you with the design and construction, our team can develop maintenance, marketing, and operations programs to maximize your return on investment.
WWW.ALPINEBIKEPARKS.COM
ALL THE SERVICES YOU NEED Alpine Bike Parks provides everything you need to create a successful bike park or trail system. Hire us for individual tasks, or for the entire process from start to finish. We’re here to help with whatever you need.
FEASIBILITY AND PLANNING
DESIGN DEVELOPMENT
• Conceptual planning • Site Selection and terrain analysis • Trail inventory and infrastructure analysis • Trail system master planning • Stakeholder consensus building • Visual and noise impact studies • Circulation studies • NEPA/EPA/permitting coordination
• Adobe/CAD/GIS/Solidworks design development • Materials selection • Value engineering • Graphic renderings • Construction documents • Construction estimation and bid facilitation • Structural calculations • Comprehensive signage and wayfinding programs
CONSTRUCTION SERVICES AND CONSTRUCTION MANAGEMENT • Full Service design/build • Construction management • Construction from pre-existing plans
MEDIA OUTREACH • Demonstration project development • Photo/video/graphic illustration and collateral development • Event planning and coordination
POST CONSTRUCTION SERVICES • Rental, retail and programming consultation • Operations and management consulting • Staff Training • Risk management consultation • Trail maintenance program development • Community/volunteer outreach and stewardship development • Ongoing maintenance enhancements and installations
WWW.ALPINEBIKEPARKS.COM
STAFF EXPERIENCE JUDD DE VALL
ERIC CARTER
SANTOS BIKE PARK
JEEP 48 STRAIGHT COMPETITION COURSES
OCALA, FL
COMPANY EXPERIENCE
VARIOUS VENUES
PARK CITY BIKE PARK PARK CITY, UT
HIGHBRIDGE BIKE PARK NEW YORK, NY
HAILEY COMMUNITY BIKE PARK
VARIOUS VENUES
NORBA COMPETITION COURSES
HAILEY, ID
VARIOUS VENUES
JOE PRISEL
RANDY SPANGLER
RAY’S MOUNTAIN BIKE PARK
SEA OTTER CLASSIC RIDE ZONE
CLEVELAND, OH | MILWAUKEE, WI
LAGUNA SECA, CA
CAMP WOODWARD
COLLEGE CYCLERY TRAINING FACILITY
STATE COLLEGE, PA
SACRAMENTO, CA
WOODWARD WEST TEHACHAPI, CA
Alpine Bike Parks and our staff have worked on some of the most successful and prominent bike park projects in the country. A partial list of past projects includes:
UCI WORLD CUP COMPETITION COURSES
ALPINE BIKE PARKS PROJECTS VALMONT BIKE PARK BOULDER, CO
EAGLE BIKE PARK EAGLE, ID
TOLKAN BIKE PARK SHELTER COVE, CA
SEVEN SPRINGS BIKE PARK SEVEN SPRINGS RESORT, PA
KETCHUM BIKE PARK KETCHUM, ID
HAILEY BIKE PARK HAILEY, ID
WWW.ALPINEBIKEPARKS.COM
LET US KNOW HOW WE CAN HELP YOU. Contact us to learn more about how Alpine Bike Parks can help with your bike park or trail development.
604.692.1951 info@alpinebikeparks.com
ALPINE BIKE PARKS OFFICES CANADA
Alpine Bike Parks 1050 Millar Creek Road #8 Whistler, BC V0N 1B1 USA
Alpine Bike Parks 350 South 43rd Street Boulder, CO 80305