valmont bike park - case study
Post on 29-Mar-2016
230 Views
Preview:
DESCRIPTION
TRANSCRIPT
1050 Millar Creek Road #8Whistler, BC V0N 1B1
TEL 604.692.1951info@alpinebikeparks.com
WWW.ALPINEBIKEPARKS.COM
CASE STU
DY
BOULDER, CO
P R O J E C T //
PARKS & RECREATION
C L I E N T //
LOVE WHAT YOU RIDE
YOUR PARTNER FOR BIKE PARK
AND TRAIL DEVELOPMENT
PROJECTS
I N P A R T N E R S H I P W I T H
No01
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
OVERVIEW
DUAL SLALOM
CYCLOCROSS RUN-UP
PUMP PARK
SIGNAGE
PODIUM
SKILLZ LOOP
TOT TRACK
SLOPESTYLE
DIRT JUMPS
WhEN IT OPENED IN JUNE 2011,Valmont Bike Park set the new standard for world-class municipal bike park facilities. It also marked the culmination of more than three years of design and construction by Alpine Bike Parks.
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.
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-control-oriented-landscaping, irrigation, and drainage) made the park’s development possible throughout a challenging municipal approvals process.
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 cross-country trails.
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
VALMONT BIKE PARK LOCATION
DENVER
LYONS
LONGMONT
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
VALMONT BIKE PARK TRAIL MAPCASE STUDY No01 VALMONT BIKE PARK
BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
FU
TU
RE
MU
LTI -
USE P
ATH CONNECTION
FUTUREBRIDGE
FUTUREBRIDGE
V A L M O N T R D . V A L M O N T R D .
AI
RP
OR
T
RD
.
SCALE 1" = 80'
I R R I G A T I O N D
I TC
H
I R R I G A T I O N D I T C H
TO
GU
NBARREL (FUTURE)
RETURN TO TOP
RETURN TO TOP
< 5280 ft >< MILE HIGH >
START/FINISH
Less Di�cultMore Di�cultTerrain ParkExtra Large Feature/LineLarge Feature/LineMedium Feature/LineSmall Feature/LineStart Hill
Trail DirectionTechnical FeatureInfoParkingRestroomsBus Stop
L E G E N D
NOTE: Trails contain options of different difficulty
XL
L
M
S
START
TRAIL MAP NOT FINAL | Feb 4, 2011
Hot Lap
Connector
Hot Lap
Dirt 101
Dirt 101
Dirt 101
Hot Lap
BacktrackBacktrack
Start/Finish
Grasshopper
Mid MesaMid Mesa
GearDown
Rivet
Espresso
Mesa Flow Corkscrew
Escape Route
Esca
pe R
oute
Hot Lap
TH
E G
L A D E S
S
S
S
M
M
M
L
L
L
XL
XL
STORAGE BARN
FUTURE DOG PARK RENOVATION
MULTI-USE PATH
“THE SAND BOX”
“THE BELGIAN STEPS”
“THE BROKEN ESCALATOR”
LARGE PUMP PARK
SPECTATORPLAZA
SLOPESTYLE
DUAL SLALOM
DIRT JUMPS
SMALLPUMP PARK
PLATT FARM HOUSE
SKILLZ LOOP
RESTROOMS& STORAGE
HUB PLAZA
0 30 60 120 ft
VALMONT BIKE PARK TERRAIN PARKCASE STUDY No01 VALMONT BIKE PARK
BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
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.
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
OUR PROCESS
WWW.ALPINEBIKEPARKS.COM
ENVISION
1 2 3 4 5DESIGN DOCUMENT IMPLEMENT EVOLVE
• SITE SURVEY• ENVISIONING• CONCEPT ILLUSTRATION
Charrette >> Collaborate, Review & Approve >> Notice to proceed >> Grand Opening >>
• SChEMATIC DESIGN• STAKEhOLDER INVOLVEMENT• DESIGN DEVELOPMENT
• CONSTRUCTION DOCUMENTS• FINAL ENGINEERING
• FEATURE FABRICATION• INSTALLATION & CONSTRUCTION
• POST CONSTRUCTION SERVICES
T1.0
DIRT FEATURES
VARI
ES (L
IP R
ADIU
S)
VAR
IES
(L
IP H
EIG
HT)
VARIES (GAP DISTANCE)
VAR
IES
(L
AN
DIN
G H
EIG
HT)
VARIES (FEATURE LENGTH)
VARI
ES (L
IP R
ADIU
S)
VAR
IES
(L
IP H
EIG
HT)
VARIES (GAP DISTANCE)
VAR
IES
(L
AN
DIN
G H
EIG
HT)
VARIES (FEATURE LENGTH)
TOP OF LIP AND LANDING TO BE RADIUSED
TOP OF LIP AND LANDING TO BE RADIUSED
VARI
ES (L
IP R
ADIU
S)
VAR
IES
(L
IP H
EIG
HT)
VARIES (GAP DISTANCE)
VAR
IES
(L
AN
DIN
G H
EIG
HT)
VARIES (FEATURE LENGTH)
TOP OF LIP AND LANDING TO BE RADIUSED
6” CUSTOM SURFACING MIX, TYP.
VARI
ES (L
IP R
ADIU
S)
VARIES (LAN
DIN
G R
ADIU
S)
VARIES (LANDING RADIUS)
VAR
IES
(L
IP H
EIG
HT)
VARIES (GAP DISTANCE) VARIES (LIP LENGTH)VARIES (LANDING LENGTH)
VARIES (LIP LENGTH)VARIES (LANDING LENGTH) VARIES (LIP LENGTH)VARIES (LANDING LENGTH) VARIES (LIP LENGTH)VARIES (LANDING LENGTH)
VARIES (LIP LENGTH)VARIES (LANDING LENGTH)
VAR
IES
(L
AN
DIN
G
HE
IGH
T)
VARIES (FEATURE LENGTH)
TOP OF LIP AND LANDING TOBE RADIUSED
CASE PAD
6” CUSTOM SURFACING MIX, TYP.
VARI
ES (L
IP R
ADIU
S)
VARIES (LANDING RADIUS)
VAR
IES
(L
IP H
EIG
HT)
VAR
IES
(S
TEP
-UP
HE
IGH
T)
VAR
IES
(S
TEP
-DO
WN
HE
IGH
T)
VARIES (GAP DISTANCE)
VAR
IES
(L
AN
DIN
G H
EIG
HT)
VARIES (FEATURE LENGTH)
TOP OF LIP AND LANDING TOBE RADIUSEDCASE PAD
6” CUSTOM SURFACING MIX, TYP.
6” CUSTOM SURFACING MIX, TYP.
6” CUSTOM SURFACING MIX, TYP.
6” CUSTOM SURFACING MIX, TYP.
TABLETOP - SECTIONSCALE: 1/4” = 1’-0”
1T1.0
ROLLER DOUBLE - SECTIONSCALE: 1/4” = 1’-0”
2T1.0
TYPICAL DIRT STEP-UP - SECTIONSCALE: 1/4” = 1’-0”
4T1.0
TYPICAL DIRT STEP-DOWN - SECTIONSCALE: 1/4” = 1’-0”
5T1.0
ROLLER - SECTIONSCALE: 1/4” = 1’-0”
4T1.0
GAP DOUBLE - SECTIONSCALE: 1/4” = 1’-0”
3T1.0
VARIES (LAN
DIN
G R
ADIU
S)
VARIES (LANDING RADIUS)
VAR
IES
(F
EAT
UR
EH
EIG
HT)
RADI
US V
ARIE
S
RADIUS VARIES
VARIES (ENTRANCE LENGTH)VARIES (EXIT LENGTH)
VARIES (FEATURE LENGTH)
*FOR ESTIMATING PURPOSES ONLY. FINAL DIMENSIONSSUBJECT TO FINAL DESIGN BASED ON SITE CONDITIONSAND RIDE CONFIGURATION.
*FOLLOING TRAIL CONSTRUCTION, ALL NON-RIDING AREASIN TERRAIN PARKS TO BE DRESSED WITH 2” OF TOPSOIL(BY OTHERS). PLAN FOR POSITIVE OUTFLOW AND DRAINAGEACCORDINGLY.
24'-4 316 "
5'-6 12 "
4'-0 18 "
7'-8 316 " 7'-8 3
16 " 8'-2"6 1316 " 3"
12 3
4
5
67
8
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
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
*SEE SHEET T6.5 FOR LEGCONNECTION DETAIL ATCASE PAD
CASE PAD- SEE A / T6.2
L3X3X1/4 RAILS- PUNCH RAILS W/ 9/16" SLOTTEDPUNCH 6" O.C. TYP
8'-0"
6'-9 12 " CL LEGS
24'-4 316 "
8'-0"7'-0"
2'-3" CLBOLTS, TYP
FRONT3/8" = 1'-0
SIDE 3/8" = 1'-0
ISOMETRICNTSTOP
3/8" = 1'-0
FLOWFORM ROCKER 8' W© ALPINE BIKE PARKS
T5.0Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal Titlex
Revisions
Original Issue Date
Proj
ect T
itle
USA350 s 43rd StreetBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
ALPINE BIKE PARKS, LLC
Val
mon
t Bik
e P
ark
Bou
lder
, CO
Clie
nt /
Loca
tion
x x
NOV 8, 2010
optimize budget >> revise & validate budget >> final budget & construction bid >> optimize budget based on site conditions >> management & enhancement budget >>
• Review project information• Research design precedents • Confirm amenity program • Inventory existing conditions• Prepare conceptual alternatives
and illustrations
• Prepare schematic location alternatives
• Include community in design process
• Review preferred design with Client
• Assign preliminary budget costs to all elements
• Refine design concepts approved for development
• Revise inventory and quantity of trails, features and other improvements
• 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
©ALPINEBIKEPARKS 2011
FEASIBILITY& PLANNING
DESIGN DEVELOPMENT
CONSTRUCTION DOCUMENTATION
CONSTRUCTION & MANAGEMENT
POST CONSTRUCTION
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
SITE SURVEYpoor soil conditions & erosion
pre-existing pathirrigation pond
cactus covered the hillside
SITE SURVEYEach site is unique. A holistic and thorough site survey sets the stage for the best possible process.
ENVISION
1
prairie dog burrows throughout the site
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
CONCEPT ILLUSTRATION
ENVISION
1
CONCEPT ILLUSTRATIONValuable 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.
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
DESIGN
2
SChEMATIC DESIGN
SChEMATIC DESIGNWith simple line drawings, we help to define specific design options for your facility.
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
DESIGN
2
STAKEhOLDER INVOLVEMENT
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.
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
SINGLE SANDSTONE BLOCK TRAIL FEATURE - PLANSCALE: 1/2” = 1’-0”0.0
2 STRAIGHT CAUSEWAY SANDSTONE TRAIL FEATURE - PLANSCALE: 1/2” = 1’-0”0.0
4 CURVED CAUSEWAY SANDSTONE TRAIL FEATURE - PLANSCALE: 1/2” = 1’-0”0.0
6
SINGLE SANDSTONE BLOCK TRAIL FEATURE - 3D VIEWSCALE: NTS0.0
1 STRAIGHT CAUSEWAY SANDSTONE TRAIL FEATURE - 3D VIEWSCALE: NTS0.0
3 CURVED CAUSEWAY SANDSTONE TRAIL FEATURE - 3D VIEWSCALE: NTS0.0
5
©ALPINEB
IKEPARKS
2
1
45
67
8
9
10
11
13
14
1516
17
1921
25
23
24
26
27
29
303132
33
34
35
46
47 48
495051
52
53
54
5556
57
58
36
37
38
39
40
41
42
43
44 59
60
61
62
636465
66
6768
6970
71
72
73
74
75
7677
7879
80
8182
8384
8586
89
9091
92
93
9495
96
9798
99 100 101102
103 104
105106 107
108109
110
111112
113
87
88
45
28
20
22
18
12
3
29
30
31
27
25
28A
28B
R12'-
0"
5'-0
" LIP
6'-0
" LA
ND
ING
10'-0"36'-0"
R12'-
0"
5'-0
" LIP
10'-0"
6'-0
" LA
ND
ING
36'-0"
R12'-
0"
5'-0
" LIP
6'-0
" LA
ND
ING
10'-0"
36'-0"
6” CUSTOM SURFACING MIX
RADIUSED LIP AND LANDING
CASE PAD
RADIUSED LIP AND LANDING
CASE PAD
RADIUSED LIP AND LANDING
6” CUSTOM SURFACING MIX6” CUSTOM SURFACING MIX
TYPICAL DIRT DOUBLE GAP JUMP - SECTIONSCALE: 1/4” = 1’-0”0.0
6
TYPICAL DIRT DOUBLE GAP JUMP - PLANSCALE: 1/4” = 1’-0”0.0
5TYPICAL DIRT DOUBLE ROLLER JUMP - PLANSCALE: 1/4” = 1’-0”0.0
3TYPICAL DIRT TABLETOP JUMP - PLANSCALE: 1/4” = 1’-0”0.0
1
TYPICAL DIRT DOUBLE ROLLER JUMP - SECTIONSCALE: 1/4” = 1’-0”0.0
4TYPICAL DIRT TABLETOP JUMP - SECTIONSCALE: 1/4” = 1’-0”0.0
2
NOTES:
FINAL JUMP LAYOUT AND CONSTRUCTION TO BE COMPLETED BY A PROFESSIONAL TRAIL BUILDER.
8’-0
”
8’-0
”
8’-0
”
©ALPINEB
IKEPARKS
DESIGN DEVELOPMENT
DESIGN
2
DESIGN DEVELOPMENTDuring 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.
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
NOTES:
LOG SHAPE, LOG DIAMETER, LOG LENGTH, RIDING SURFACE WIDTH AND HEIGHT DETERMINE FEATUREDIFFICULTY
FINAL LOG SELECTION FOR RIDING SURFACE TO BE DETERMINED BY PROFESSIONAL TRAIL BUILDER
LOGS TO BE COATED WITH A PENETRATING SEALERPRIOR TO INSTALLATION. ALL FIELD CUTS TO BESEALED TO MAINTAIN A GOOD MOISTURE BARRIER
NOTES:
JUMP LIPS CAN BE DIRT OR STEEL
BRIDGE LOG- SIZE AND SHAPE VARIES WHALE TALE - SIDE ELEVATION
SCALE: 1/4” = 1’-0”0.02 WHALE TALE - FRONT ELEVATION
SCALE: 1/4” = 1’-0”0.03
SATELLITE - FRONT ELEVATIONSCALE: 1/4” = 1’-0”0.0
6SATELLITE - SIDE ELEVATIONSCALE: 1/4” = 1’-0”0.0
5
SATELLITE - PLANSCALE: 1/4” = 1’-0”0.0
4
WHALE TALE - PLANSCALE: 1/4” = 1’-0”0.0
1
R4'-0
"
R 37'-0"
30'-0"
WID
TH V
AR
IES
(S
EE
SC
HE
DU
LE)
WIDTH VARIES (SEE SCHEDULE)
WIDTH VARIES
(SEE SCHEDULE)
HE
IGH
T VA
RIE
S
(SE
E S
CH
ED
ULE
)
35'-0"
35'-0"
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
STEEL STRUCTURE- SEE DETAIL X ON SHEET X.X
CASE PAD
STEEL JUMP LIP- SEE DETAIL 1 ON SHEET X.X
CONCRETE SLAB- SEE DETAIL X ON SHEET X.X
DIRT LANDING
DIRT LANDING- BUILT AT ANGLE COMPARABLE TO EXIT ANGLE OF SATELLITE FEATURE
DIRT LIP- BUILT AT ANGLE COMPARABLE TO ENTRANCEANGLE OF SATELLITE FEATURE
COPING- 2 1/2” O.D. STEEL PIPE
COPING- 2 1/2” O.D. STEEL PIPE
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
COPING- 2 1/2” O.D. STEEL PIPE
COPING- 2 1/2” O.D. STEEL PIPE
NON-RIDING SURFACES- RECLAIMED AND WEATHERED BARN WOODPLANKS
LARGE OUTPUT GRAPHICSOPPORTUNITY FOR SPONSOREDEVENTS
HE
IGH
T VA
RIE
S
(SE
E S
CH
ED
ULE
)
STEEL STRUCTURE- SEE DETAIL X ON SHEET X.X
CASE PAD
CONCRETE SLAB- SEE DETAIL X ON SHEET X.X
NON-RIDING SURFACES- RECLAIMED AND WEATHERED BARN WOODPLANKS
LARGE OUTPUT GRAPHICSOPPORTUNITY FOR SPONSOREDEVENTS
NOTES:
LOG SHAPE, LOG DIAMETER, LOG LENGTH, RIDING SURFACE WIDTH AND HEIGHT DETERMINE FEATUREDIFFICULTY
FINAL LOG SELECTION FOR RIDING SURFACE TO BE DETERMINED BY PROFESSIONAL TRAIL BUILDER
LOGS TO BE COATED WITH A PENETRATING SEALERPRIOR TO INSTALLATION. ALL FIELD CUTS TO BESEALED TO MAINTAIN A GOOD MOISTURE BARRIER
BRIDGE LOG- SIZE AND SHAPE VARIES
STEEL FRAME JUMP LIP - PLANSCALE: 1/2” = 1’-0”0.0
1
STEEL FRAME JUMP LIP - SIDE ELEVATIONSCALE: 1/2” = 1’-0”0.0
2
STEEL FRAME JUMP LIP - DETAILSCALE: NTS0.0
4
STEEL FRAME JUMP LIP - FRONT ELEVATIONSCALE: 1/2” = 1’-0”0.0
3
R12'-0"
10'-8 5/16"
5'-2
"
5'-0
"
5'-0"
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
CONCRETE SLAB- SEE DETAIL 4 ON SHEET X.X
GUSSETT- 1/2” STEEL PLATE
CONCRETE SLAB- 12” THICK REINFORCED WITH #4 REBAR12” O.C. EA WAY
STEEL STRUCTURE- SEE DETAIL 4 ON SHEET X.X
STEEL TRUSS- HSS 2x2x3/16”
BRACING- HSS 2x2x3/16”
LARGE OUTPUT GRAPHICSOPPORTUNITY FOR SPONSOREDEVENTS
TYPICAL FLAT WALL RIDE - FRONT ELEVATIONSCALE: 1/4” = 1’-0”0.0
2
TYPICAL FLAT WALL RIDE - SIDE ELEVATIONSCALE: 1/4” = 1’-0”0.0
3
TYPICAL FLAT WALL RIDE - PLANSCALE: 1/4” = 1’-0”0.0
1
TYPICAL FLAT WALL RIDE - FRONT ELEVATIONSCALE: 1/4” = 1’-0”0.0
5
TYPICAL FLAT WALL RIDE - SIDE ELEVATIONSCALE: 1/4” = 1’-0”0.0
6
TYPICAL CURVED WALL RIDE - PLANSCALE: 1/4” = 1’-0”0.0
4
DIRT LIP
WIDTH VARIES (SEE SCHEDULE)
HE
IGH
T VA
RIE
S (S
EE
SC
HE
DU
LE)
DIRT LIP
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
COPING- 2 1/2” O.D. STEEL PIPE
ANGLE VARIES(SEE SCHEDULE)
STEEL STRUCTURE- SEE DETAIL X ON SHEET X.X
STEEL STRUCTURE- SEE DETAIL X ON SHEET X.X
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
DIRT LANDING
DIRT LANDING
NOTES:
LOG SHAPE, LOG DIAMETER, LOG LENGTH, RIDING SURFACE WIDTH AND HEIGHT DETERMINE FEATUREDIFFICULTY
FINAL LOG SELECTION FOR RIDING SURFACE TO BE DETERMINED BY PROFESSIONAL TRAIL BUILDER
LOGS TO BE COATED WITH A PENETRATING SEALERPRIOR TO INSTALLATION. ALL FIELD CUTS TO BESEALED TO MAINTAIN A GOOD MOISTURE BARRIER
WIDTH VARIES (SEE SCHEDULE)
RAD
IUS
VAR
IES
(SEE
SC
HED
ULE
)
WIDTH VARIES (SEE SCHEDULE)
HE
IGH
T VA
RIE
S (S
EE
SC
HE
DU
LE)
HE
IGH
T VA
RIE
S
(SE
E S
CH
ED
ULE
)
HE
IGH
T VA
RIE
S
(SE
E S
CH
ED
ULE
)
ANGLE VARIES(SEE SCHEDULE)
COPING- 2 1/2” O.D. STEEL PIPE
NON-RIDING SURFACES- RECLAIMED AND WEATHERED BARN WOODPLANKS
CONCRETE SLAB- SEE DETAIL X ON SHEET X.X
CONCRETE SLAB- SEE DETAIL X ON SHEET X.X
NON-RIDING SURFACES- RECLAIMED AND WEATHERED BARN WOODPLANKS
©ALPINEB
IKEPARKS
©ALPINEB
IKEPARKS
©ALPINEB
IKEPARKS
DESIGN DEVELOPMENT
DESIGN
2
DESIGN DEVELOPMENT During design development, we add details and specifications to the approved schematic designs for structures, civil and landscaping improvements.
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
T1.0
DIRT FEATURES
VARI
ES (L
IP R
ADIU
S)
VAR
IES
(L
IP H
EIG
HT)
VARIES (GAP DISTANCE)
VAR
IES
(L
AN
DIN
G H
EIG
HT)
VARIES (FEATURE LENGTH)
VARI
ES (L
IP R
ADIU
S)
VAR
IES
(L
IP H
EIG
HT)
VARIES (GAP DISTANCE)
VAR
IES
(L
AN
DIN
G H
EIG
HT)
VARIES (FEATURE LENGTH)
TOP OF LIP AND LANDING TO BE RADIUSED
TOP OF LIP AND LANDING TO BE RADIUSED
VARI
ES (L
IP R
ADIU
S)
VAR
IES
(L
IP H
EIG
HT)
VARIES (GAP DISTANCE)
VAR
IES
(L
AN
DIN
G H
EIG
HT)
VARIES (FEATURE LENGTH)
TOP OF LIP AND LANDING TO BE RADIUSED
6” CUSTOM SURFACING MIX, TYP.
VARI
ES (L
IP R
ADIU
S)
VARIES (LAN
DIN
G R
ADIU
S)
VARIES (LANDING RADIUS)
VAR
IES
(L
IP H
EIG
HT)
VARIES (GAP DISTANCE) VARIES (LIP LENGTH)VARIES (LANDING LENGTH)
VARIES (LIP LENGTH)VARIES (LANDING LENGTH) VARIES (LIP LENGTH)VARIES (LANDING LENGTH) VARIES (LIP LENGTH)VARIES (LANDING LENGTH)
VARIES (LIP LENGTH)VARIES (LANDING LENGTH)
VAR
IES
(L
AN
DIN
G
HE
IGH
T)
VARIES (FEATURE LENGTH)
TOP OF LIP AND LANDING TOBE RADIUSED
CASE PAD
6” CUSTOM SURFACING MIX, TYP.
VARI
ES (L
IP R
ADIU
S)
VARIES (LANDING RADIUS)
VAR
IES
(L
IP H
EIG
HT)
VAR
IES
(S
TEP
-UP
HE
IGH
T)
VAR
IES
(S
TEP
-DO
WN
HE
IGH
T)
VARIES (GAP DISTANCE)
VAR
IES
(L
AN
DIN
G H
EIG
HT)
VARIES (FEATURE LENGTH)
TOP OF LIP AND LANDING TOBE RADIUSEDCASE PAD
6” CUSTOM SURFACING MIX, TYP.
6” CUSTOM SURFACING MIX, TYP.
6” CUSTOM SURFACING MIX, TYP.
6” CUSTOM SURFACING MIX, TYP.
TABLETOP - SECTIONSCALE: 1/4” = 1’-0”
1T1.0
ROLLER DOUBLE - SECTIONSCALE: 1/4” = 1’-0”
2T1.0
TYPICAL DIRT STEP-UP - SECTIONSCALE: 1/4” = 1’-0”
4T1.0
TYPICAL DIRT STEP-DOWN - SECTIONSCALE: 1/4” = 1’-0”
5T1.0
ROLLER - SECTIONSCALE: 1/4” = 1’-0”
4T1.0
GAP DOUBLE - SECTIONSCALE: 1/4” = 1’-0”
3T1.0
VARIES (LAN
DIN
G R
ADIU
S)
VARIES (LANDING RADIUS)
VAR
IES
(F
EAT
UR
EH
EIG
HT)
RADI
US V
ARIE
S
RADIUS VARIES
VARIES (ENTRANCE LENGTH)VARIES (EXIT LENGTH)
VARIES (FEATURE LENGTH)
*FOR ESTIMATING PURPOSES ONLY. FINAL DIMENSIONSSUBJECT TO FINAL DESIGN BASED ON SITE CONDITIONSAND RIDE CONFIGURATION.
*FOLLOING TRAIL CONSTRUCTION, ALL NON-RIDING AREASIN TERRAIN PARKS TO BE DRESSED WITH 2” OF TOPSOIL(BY OTHERS). PLAN FOR POSITIVE OUTFLOW AND DRAINAGEACCORDINGLY.©ALP
INEBIKEPA
RKS
CONSTRUCTION DOCUMENTS
T2.0
STONE FEATURES
USA350 s 43rd StBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
SANDSTONE BRIDGE - PLANSCALE: 3/8” = 1’-0”
5T2.0
SHAPED SANDSTONE CAUSEWAY - PLANSCALE: 3/8” = 1’-0”
3T2.0
VARIES
VAR
IES
VARIES
VAR
IES
VARIES
NATIVE SANDSTONE BLOCK
SANDSTONE BLOCK - PLANSCALE: 3/8” = 1’-0”
1T2.0
VARIES
VAR
IES
SANDSTONE CAUSEWAY - PLANSCALE: 3/8” = 1’-0”
2T2.0
VAR
IES
VARIES
1T5.0
1T5.0
3T5.0
4T2.0
*FOR ESTIMATING PURPOSES ONLY. FINAL DIMENSIONSSUBJECT TO FINAL DESIGN BASED ON SITE CONDITIONSAND RIDE CONFIGURATION.
VAR
IES
SHAPED SANDSTONE CAUSEWAY - SIDE ELEVATIONSCALE: 3/8” = 1’-0”
4T2.0
RIDING SURFACE SHAPED
VAR
IES VA
RIE
S
BOULDER RIDE - PLANSCALE: 3/8” = 1’-0”
5T2.0
BOULDER RIDE - SIDE ELEVATIONSCALE: 3/8” = 1’-0”
6T2.0
6T2.0
COLORADO RED OR BUFF SANDSTONE
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
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
USA350 s 43rd StBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
T0.3
TERRAIN PARK FEATURELOCATION PLANS
LARGE AND MEDIUM DIRT JUMPS - PLANSCALE: 1” = 40’
1T0.3
SMALL DIRT JUMPS - PLANSCALE: 1” = 40’
2T0.3
DUAL SLALOM - PLANSCALE: 1” = 40’
3T0.3
T1.01 4
T1.02 4
T1.022 4
T1.027 4
T1.041 4
T1.040 4
T1.029 4
T1.039 4
T1.13 4
T1.04 4
T7.034 1
T1.013 4
T1.014 4
Tx.xx x
KEY
DETAIL NUMBER
SHEET NUMBER
SOLID LINE: DIRT FEATURE
DASHED LINE: NON-DIRTFEATURE
T1.15 3
T1.16 3
T1.016 4
T1.18 3
T1.117 3
T1.19 3
T1.118 3
T1.07 4
T1.010 4
T1.019 4
T1.111 3
T1.120 3
T1.121 3
T1.012 2
T1.115 3
T1.023 2
T1.124 1
T1.025 2
T1.026 2
T1.028 2
T1.030 2
T1.038 4
T1.031 4
T1.032 2
T1.033 4
T1.135 4
T1.16 4
T1.036 4
T1.037 4
T1.02 1 T1.0
4 1
T1.03 1
T1.05 1
T1.07 1
T1.08 1
T1.010 1
T1.011 4
T1.09 1
T4.01 3
T2.01 3
T1.12 4
T1.05 2
T1.16 4
T1.07 2
T5.08 4
T1.03 4
T1.14 4
T2.029 3
T1.09 4
T1.110 4
T1.112 4
T1.114 4
T1.116 4
T5.017 4
T1.118 4
T1.020 2
T1.121 4
T1.128 4
T1.022 2
T1.123 4
T1.151 4
T1.155 4
T1.156 4
T1.153 4
T1.054 4
T1.052 4
T1.024 4
T1.026 4
T1.125 4
T1.127 4
T1.119 4
T1.147 4
T1.048 2
T1.149 4
T1.050 2
T5.045 4
T1.146 4
T2.011 6
T1.013 2
T1.015 2
T1.130 4
T1.031 4
T1.037 4
T1.138 4
T1.140 4
T1.142 4
T1.043 2
T1.144 4
T1.041 2
T2.039 6
T1.033 2
T1.035 2
T5.036 4
T1.132 4
T1.134 4
NOTE:RHYTHM SECTIONS ARE COMPOSED OF A SERIES OFLINKED ROLLERS. SEE DETAIL 4 ON SHEET 1.0 FORTYPICAL ROLLER CONDITION.
RHYTHMSECTION
RHYTHMSECTION
RHYTHMSECTION
RHYTHMSECTION
RHYTHMSECTION
LARGE AND MEDIUM DIRT JUMP TRAILS
Base Bid Alternate 1 Undesignated Feature # Detail # Sheet # Feature Type Feature Height Feature Length Feature Width Feature Radius Feature Notesx 1 3 T4.0 Elevated Log Drop 5 FT 8 FT 24" + Diameterx 2 4 T1.0 Roller 4 FTx 3 4 T1.1 Berm 5 FT 25 FTx 4 4 T1.0 Roller 3 FT
x 5 3 T1.1 Gap Double With Manufactured Lip 5 FT 10 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landingx 6 3 T1.1 Gap Double With Manufactured Lip 6 FT 12 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 7 4 T1.0 Roller 2 FTx 8 3 T1.1 Gap Double With Manufactured Lip 6 FT 12 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landingx 9 3 T1.1 Gap Double With Manufactured Lip 7 FT 14 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 10 4 T1.0 Roller 3 FTx 11 3 T1.1 Gap Double With Manufactured Lip 7 FT 14 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 12 2 T1.0 Elevated Bridge Drop 3 FT 8 FT 3 FTx 13 4 T1.0 Roller 4 FTx 14 4 T1.0 Roller 5 FT Alternative 1 assumes dirt lip/landing
x 15 3 T1.1 Gap Double With Manufactured Lip 5 FT 10 FT 4 FT 10 FTx 16 4 T1.0 Roller 2 FT
x 17 3 T1.1 Gap Double With Manufactured Lip 6 FT 10 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landingx 18 3 T1.1 Gap Double With Manufactured Lip 6 FT 12 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 19 4 T1.0 Roller 2 FTx 20 3 T1.1 Gap Double With Manufactured Lip 6 FT 12 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landingx 21 3 T1.1 Gap Double With Manufactured Lip 5 FT 10 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 22 4 T1.0 Roller 3 FTx 23 2 T1.0 Roller Double 4 FT 10 FTx 24 1 T1.1 Hip Tabletop 4 FT 8 FTx 25 2 T1.0 Roller Double 5 FT 10 FTx 26 2 T1.0 Roller Double 4 FT 8 FTx 27 4 T1.0 Roller 2 FTx 28 2 T1.0 Roller Double 5 FT 10 FTx 29 4 T1.0 Roller 2 FTx 30 2 T1.0 Roller Double 5 FT 12 FTx 31 4 T1.0 Roller 2 FTx 32 2 T1.0 Roller Double 5 FT 12 FTx 33 4 T1.0 Roller 2 FT
x 34 1 T7.0 Quarter Pipe 8 FT 18 FT 10 FT Alternative 1 assumes bermx 35 4 T1.1 Berm 5 FTx 36 4 T1.0 Roller 2 FTx 37 4 T1.0 Roller 3 FTx 38 4 T1.0 Roller 2 FTx 39 4 T1.0 Roller 3 FTx 40 4 T1.0 Roller 3 FTx 41 4 T1.0 Roller 2 FT
Construction Phase
SMALL DIRT JUMP TRAIL
Base Bid Alternate 1 Undesignated Feature # Detail # Sheet # Feature Type Feature Height Feature Length Feature Width Feature Radius Feature Notesx 1 4 T1.0 Roller 2 FTx 2 1 T1.0 Tabletop 2 FT 5 FTx 3 1 T1.0 Tabletop 2 FT 5 FTx 4 1 T1.0 Tabletop 2 FT 5 FTx 5 1 T1.0 Tabletop 2 FT 5 FTx 6 4 T1.1 Berm 4 FTx 7 1 T1.0 Tabletop 3 FT 6 FTx 8 1 T1.0 Tabletop 3 FT 6 FTx 9 1 T1.0 Tabletop 3 FT 6 FTx 10 1 T1.0 Tabletop 3 FT 6 FTx 11 4 T1.0 Roller 2 FT
Construction Phase
DUAL SLALOM RACE COURSE
Base Bid Alternate 1 Undesignated Feature # Detail # Sheet # Feature Type Feature Height Feature Length Feature Width Feature Radius Feature Notesx 1 3 T2.0 Shaped Sandstone Causeway 3 FT 25 FT 3 FT Rollercoaster, must flow fast. Alternative 1 assumes Rhythm Section
x 2 4 T1.1 Berm 5 FT 20 FTx 3 4 T1.0 Roller 3 FTx 4 4 T1.1 Berm 5 FT 20 FTx 5 2 T1.0 Roller Double 5 FT 8 FTx 6 4 T1.1 Berm 5 FT 15 FTx 7 2 T1.0 Roller Double 5 FT 10 FT
x 8 4 T5.0 Curved Wall Ride 6 FT 18 FT 14 FT Footing on 6 FT tall mound, Alternative 1 assumes bermx 9 4 T1.0 Roller 3 FTx 10 4 T1.1 Berm 5 FT 20 FTx 11 6 T2.0 Boulder Ride 3 FT 10 FTx 12 4 T1.1 Berm 3 FTx 13 2 T1.0 Roller Double 5 FT 12 FTx 14 4 T1.1 Berm 3 FT 15 FTx 15 2 T1.0 Roller Double 5 FT 12 FTx 16 4 T1.1 Berm 5 FT 30 FT
x 17 4 T5.0 Curved Wall Ride 6 FT 18 FT 14 FT Footing on 6 FT tall mound, Alternative 1 assumes bermx 18 4 T1.1 Berm 5 FT 30 FTx 19 4 T1.1 Berm 5 FT 20 FTx 20 2 T1.0 Roller Double 3 FT 10 FTx 21 4 T1.1 Berm 5 FT 35 FTx 22 2 T1.0 Roller Double 5 FT 12 FTx 23 4 T1.1 Berm 5 FT 20 FTx 24 4 T1.0 Roller 3 FTx 25 4 T1.1 Berm 3 FT 10 FTx 26 4 T1.0 Roller 2 FTx 27 4 T1.1 Berm 5 FT 10 FTx 28 4 T1.1 Berm 5 FT 30 FT
x 29 3 T2.0 Shaped Sandstone Causeway 3 FT 25 FT 3 FT Rollercoaster, must flow fast, Alternatie 1 assumes Rhythm Sectionx 30 4 T1.1 Berm 3 FT 15 FTx 31 4 T1.0 Roller 2 FTx 32 4 T1.1 Berm 5 FT 30 FTx 33 2 T1.0 Roller Double 5 FT 8 FTx 34 4 T1.1 Berm 3 FT 10 FTx 35 2 T1.0 Roller Double 5 FT 10 FT
x 36 4 T5.0 Curved Wall Ride 6 FT 18 FT 14 FT Footing on 6 FT tall mound, Aletnative 1 assumes bermx 37 4 T1.0 Roller 3 FTx 38 4 T1.1 Berm 5 FT 30 FTx 39 6 T2.0 Boulder Ride 3 FT 10 FT 4 FTx 40 4 T1.1 Berm 5 FT 30 FTx 41 2 T1.0 Roller Double 5 FT 12 FTx 42 4 T1.1 Berm 3 FT 15 FTx 43 2 T1.0 Roller Double 5 FT 12 FTx 44 4 T1.1 Berm 5 FT 20 FT
x 45 4 T5.0 Curved Wall Ride 6 FT 18 FT 14 FT Footing on 6 FT tall mound, Alternative 1 assumes bermx 46 4 T1.1 Berm 5 FT 20 FTx 47 4 T1.1 Berm 5 FT 30 FTx 48 2 T1.0 Roller Double 3 FT 12 FTx 49 4 T1.1 Berm 5 FT 15 FTx 50 2 T1.0 Roller Double 5 FT 12 FTx 51 4 T1.1 Berm 5 FT 30 FTx 52 4 T1.0 Roller 3 FTx 53 4 T1.1 Berm 3 FT 10 FTx 54 4 T1.0 Roller 2 FTx 55 4 T1.1 Berm 5 FT 10 FTx 56 4 T1.1 Berm 5 FT 20 FT
Construction Phase
FEATURE NUMBER
©ALPINEB
IKEPARKS
©ALPINEB
IKEPARKS
DOCUMENT
3
CONSTRUCTION DOCUMENTSDuring this phase, we deliver detailed drawings, location plans and performance specifications so that each park amenity can be permitted and built according to your plan.
T0.1
TERRAIN PARK TRAILSLOCATION PLAN
USA350 s 43rd StBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
3T0.3
DUAL SLALOM- ALTERNATE #1
2T0.2
MEDIUMSLOPESTYLE - BASE BID
1T0.3
LARGE DIRT JUMPS - ALTERNATE #1
1T0.3
MEDIUM DIRT JUMPS - ALTERNATE #1
2T0.4
SMALL PUMP TRACK - ALTERNATE #1
2T0.3
SMALL DIRT JUMPS - ALTERNATE #1
3T0.2
SMALL SLOPESTYLE - BASE BID
1T0.4
LARGE PUMP TRACK - ALTERNATE #1
1T0.1
LARGE SLOPESTYLE - BASE BID
Tx.x1 x
Tx.x2 x
Tx.x3 x
Tx.x4 x
Tx.x5 x Tx.x
6 x
Tx.x7 x
Tx.x8 x
Tx.x9 x
Tx.x10 x
Tx.x11 x
Tx.x12 x
Tx.x13 x
Tx.x19 x Tx.x
20 x
Tx.x21 x
Tx.x22 x
Tx.x23 x
Tx.x24 x
Tx.x14 x
Tx.x15 x
Tx.x16 x
Tx.x17 x
Tx.x18 x
TERRAIN PARK TRAILS - LOCATION PLANSCALE: 1” = 80’
1T0.1
TERRAIN PARK TRAIL DESCRIPTIONS
The following descriptions provide additional information regarding the intent, style, and character of each TERRAIN PARK trail. The descriptions should be combined with the site plan, trail schedules, general and specific notes, and detail drawings to constitute a complete construction specification.
DUAL SLALOM TRAIL
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.
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.
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.
MEDIUM SLOPESTYLE TRAIL
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.
SMALL SLOPESTYLE TRAIL
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.
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.
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.
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
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.
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.
SMALL DIRT JUMP TRAIL
One-way and downhill, type D trail with an emphasis on SMALL technical jump features. It shouldbe open and flowing, relatively wide (6-feet +/-), and have rollable dirt features. The first feature onthis trail is a roller, which will set the rhythm for entire trail.
Construction Notes: All turns and trail features shall flow seamlessly together without requiringpedaling or braking by the intended user group. Contractor to work with civil engineer to site-designdrainage system based on final trail layout. Drain system to be installed by others. Contractor tocoordinate trail alignment with adjacent trails.
LARGE PUMP TRACK
Multidirectional trail environment with an emphasis on LARGE rolling features. Trail should be openand 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 linechoices without requiring pedaling or braking by the intended user group. Contractor to work withcivil engineer to site-design drainage system based on final trail layout. Drain system to be installedby others. Coordinate trail alignment with adjacent trails.
SMALL PUMP TRACK
Multidirectional trail environment with an emphasis on small rolling features. Trail should be openand 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 linechoices without requiring pedaling or braking by the intended user group. Contractor to work withcivil engineer to site-design drainage system based on final trail layout. Drain system to be installedby others. Coordinate trail alignment with adjacent trails.
INDICATES TERRAIN PARK TRAILSLIMIT OF WORK
BASE BID ONLY
ALTERNATE #1
ALTERNATE #1
NOTE:- SEE “S” DRAWINGS FOR BASE BID ANDALTERNATE BIDS SITE WORK IMPROVEMENTS
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
CONSTRUCTION DOCUMENTS
6'-3 38 "
5'-6" MAX
10'-4 58 "
R11'-0"
6'-3 38 "
70.00°
4'-0 34 "
8'-4 1316 "
2 x 6 WOOD RIDING SURFACE- SPACED 6" O.C.- BOLT TO FEATURE W/ 1/2" Ø BOLTS,NUTS AND LOCK WASHERS (2 BOLTSEA PLANK)
2 x 8 WOOD PLATFORM- BOLT TO FEATURE W/ 1/2" Ø BOLTS,NUTS AND LOCK WASHERS (2 BOLTSTOTAL)
5'-6" MAX
10'-4 58 "
LIP SURFACE STRUCTURE- SEE SHEET 2.0
LEG ASSEMBLY- SEE SHEET 2.3- BOLT TO LIP SURFACE STRUCTUREW/ 1/2" BOLTS, WASHERS AND NYLOCKNUTS (2 BOLTS EA SIDE)
SIDE 3/8" = 1'-0
FRONT3/8" = 1'-0
ISOMETRICNTS
TOP 3/8" = 1'-0
ISOMETRICNTS
PERMA-LIP 5'-6 W X 6' T X 11' R© ALPINE BIKE PARKS
T1.0Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal Titlex
Revisions
Original Issue Date
Proj
ect T
itle
USA350 s 43rd StreetBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
ALPINE BIKE PARKS, LLC
VA
LMO
NT
BIK
E P
AR
K
BO
ULD
ER
, CO
Clie
nt /
Loca
tion
x x
Oct 10, 2010
©ALPINEB
IKEPARKS
8"
1 3/4" 4 1/2" 1 3/4"
4"
1 3/
4"2
1/4"
11/16"
3" PL 1/2"L3x3x1/4 COLUMN
COLUMN BASE PLATE DETAILNTS
1 3/4"
8"
1 3/
4"4
1/2"
1 3/
4"
8"
11/16"4 1/2" 1 3/4"
2"
3"
KICKER BASE PLATE DETAILNTS
L2x2x1/4 KICKERS
KICKERS: SIZE VARIES- 2 ANGLES PER ASSEMBLY- BOLT TO COLUMNS WITH 3/4"BOLTS
TRIM LEG TO CLEAR COLUMN
TRIM LEG TO CLEAR COLUMN
L3X3X1/4 GIRT- ROLLED MEMBER SHOWN, MAYALSO BE STRAIGHT
L3X3X1/4 COLUMN- BOLT TO ADDITONALMODULES WITH 1/2" BOLTS,WASHERS AND NYLOCK NUTS
L3X3X1/4 COLUMN- BOLT TO ADDITONALMODULES WITH 1/2" BOLTS,WASHERS AND NYLOCK NUTS
COLUMN BASE PLATE- SEE FOUNDATION DETAILSFOR ANCHOR SPECIFICATIONS
KICKER BASE PLATE- SEE FOUNDATION DETAILS FORANCHOR SPECIFICATIONS
COLUMN BASE PLATE- SEE FOUNDATION DETAILSFOR ANCHOR SPECIFICATIONS
KICKER BASE PLATE- SEE FOUNDATION DETAILS FORANCHOR SPECIFICATIONSCROSS 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
KICKERS: SIZE VARIES- 2 ANGLES PER ASSEMBLY- BOLT TO COLUMNS WITH 3/4"BOLTS
3/16 2-12TYP 'L' TO 'L'
3/16 2-12TYP 'L' TO 'L'
3/16PLTO 'L'
3/16PLTO 'L'
3/16PLTO 'L'
3/16PLTO 'L'
FLOWFORM PERMA-WALL TYPICAL DETAILS© ALPINE BIKE PARKS
T4.4Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal Titlex
Revisions
Original Issue Date
Proje
ct Tit
le
USA350 s 43rd StreetBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
ALPINE BIKE PARKS, LLC
VALM
ONT
BIK
E PA
RK
BOUL
DER,
CO
Clien
t / Lo
catio
n
x x
OCT 14, 2010
©ALPINEB
IKEPARKS
24'-4 316 "
5'-6 12 "
4'-0 18 "
7'-8 316 " 7'-8 3
16 " 8'-2"6 1316 " 3"
12 3
4
5
67
8
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
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
*SEE SHEET T6.5 FOR LEGCONNECTION DETAIL ATCASE PAD
CASE PAD- SEE A / T6.2
L3X3X1/4 RAILS- PUNCH RAILS W/ 9/16" SLOTTEDPUNCH 6" O.C. TYP
8'-0"
6'-9 12 " CL LEGS
24'-4 316 "
8'-0"7'-0"
2'-3" CLBOLTS, TYP
FRONT3/8" = 1'-0
SIDE 3/8" = 1'-0
ISOMETRICNTSTOP
3/8" = 1'-0
FLOWFORM ROCKER 8' W© ALPINE BIKE PARKS
T5.0Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal Titlex
Revisions
Original Issue Date
Proj
ect T
itle
USA350 s 43rd StreetBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
ALPINE BIKE PARKS, LLC
Val
mon
t Bik
e P
ark
Bou
lder
, CO
Clie
nt /
Loca
tion
x x
NOV 8, 2010
©ALPINEB
IKEPARKS
DOCUMENT
3
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
CONSTRUCTION BEGINS
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.
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
SLOPESTYLE TERRAIN
Fabricated terrain featuresLip jumps, Rockers, Bridge Drops, Wall Rides
Unique soil composition for all terrain courses & trails
Grass mat & erosion controlReturn path
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
DIRT JUMPS
Start Hill
sculpted return path stairs to start hill
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
DUAL SLALOM
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
PUMP PARKS
CREEKSIDE PUMP PARK
MESA-TOP PUMP PARK
drilling holes for drainage
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
CORKSCREW TRAIL
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
CROSS COUNTRY TRAILS
Sandstone obstacles
Log cut from fell tree
Less Difficult Line
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
6'-3 38 "
5'-6" MAX
10'-4 58 "
R 11'-0"
6'-3 38 "
70.00°
4'-0 34 "
8'-4 1316 "
2 x 6 WOOD RIDING SURFACE- SPACED 6" O.C.- BOLT TO FEATURE W/ 1/2" Ø BOLTS,NUTS AND LOCK WASHERS (2 BOLTSEA PLANK)
2 x 8 WOOD PLATFORM- BOLT TO FEATURE W/ 1/2" Ø BOLTS,NUTS AND LOCK WASHERS (2 BOLTSTOTAL)
5'-6" MAX
10'-4 58 "
LIP SURFACE STRUCTURE- SEE SHEET 2.0
LEG ASSEMBLY- SEE SHEET 2.3- BOLT TO LIP SURFACE STRUCTUREW/ 1/2" BOLTS, WASHERS AND NYLOCKNUTS (2 BOLTS EA SIDE)
SIDE 3/8" = 1'-0
FRONT3/8" = 1'-0
ISOMETRICNTS
TOP 3/8" = 1'-0
ISOMETRICNTS
PERMA-LIP 5'-6 W X 6' T X 11' R© ALPINE BIKE PARKS
T1.0Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal Titlex
Revisions
Original Issue Date
Proj
ect T
itle
USA350 s 43rd StreetBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
ALPINE BIKE PARKS, LLC
VA
LMO
NT
BIK
E P
AR
K
BO
ULD
ER, C
OCl
ient
/ Lo
catio
n
x x
Oct 10, 2010
CUSTOM FEATURES LIPS & ROCKERS
Installed pre-engineered feature
Backfilled concrete foundation
Concrete foundation before backfill
Jump Lip staged near final location
All features primed & painted with Matthews Paint (high quality, durable, automotive finish)
Decking removed for risk management until opening
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
3'-0"
3'-0"
1'-9" CL BOLTS
14'-1 3/16"
12'-3 13/16"
R 12'-4 3/8"
R 10'-7 9/16"10'-6 7/8"
7'-5 1/2"
7'-1 1/2" CL POST
9'-0" CL POST
7'-11 7/8" CL POST
7'-8 1/16" CL POST
A
A
B
B
NOTE:- POST DIMENSIONS FROM CENTEROF TIMBER SLEEPERS
TOP 3/8" = 1'-0
2X6 WOOD RIDING SURFACE- BOLT TO RAILS W/ 1/2" BOLTSAND NYLON LOCK-NUTS
R 10'-0"
6'-6"
4'-0"4'-0"
5'-10 1/4" POST HEIGHT
4'-10 15/16" POST HEIGHT
9'-0" CL POSTSECTION A-A SCALE 1 : 32
FINISHED GRADE
HSS 4X4X3/16 POST- SEE B / T8.0
HSS 4X4X3/16 POST- SEE B / T8.0HSS 4X4X3/16 POST
- SEE B / T8.0
A - T8.0
T.O. SLEEPERELEV: 0'-0"
L3X3X1/4 RAILS- PUNCH RAILS W/ 9/16" SLOTTEDPUNCH 6" O.C. TYP
T.O. RAILELEV: +1'-3 1/4"
T.O. RAILELEV: +0'-2"
FLOWFORM ELEVATED BRIDGE - XC LOCATION 2© ALPINE BIKE PARKS
T7.2Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal TitleINSTALL DWG
Revisions
Original Issue Date
Proj
ect T
itle
350 s 43rd StreetBoulder, CO 80305
USA
1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
CANADA
ALPINE BIKE PARKS, LLC
VA
LMO
NT
BIK
E P
AR
KS
BO
ULD
ER, C
OCl
ient
/ Lo
catio
n
x x
NOV 5, 2010
CUSTOM FEATURES ROLLERS & BRIDGES
Skillz Loop feature
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
6'-7 716 "
21'-9 38 "
FRONT3/8" = 1'-0
2 x 6 RIDING SURFACE- SPACED 6" O.C.- BOLT TO FEATURE W/ 1/2" Ø BOLTSAND NYLOCK NUTS
5'-9"
6'-7 716 "
70.00°
40.00°
6'-4 38 "
6"
SIDE 3/8" = 1'-0
KICKERS- SEE SHEET 4.3- BOLT TO SURFACE STRUCTURE W/ 3/4" BOLTS, WASHERS AND NYLOCK NUTS
SURFACE STRUCTURE- SEE SHEET 4.0
10'-6" 10'-5 1116 "
6'-4 38 "
TOP 3/8" = 1'-0
R20'B
A
B
C C
E
D
E
ISOMETRICNTS
FLOWFORM PERMA-WALL 18'-0 W X 6' T X 20' R© ALPINE BIKE PARKS
T3.3Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal Titlex
Revisions
Original Issue Date
Proje
ct Tit
le
USA350 s 43rd StreetBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
ALPINE BIKE PARKS, LLC
VALM
ONT
BIK
E PA
RK
BOUL
DER,
CO
Clien
t / Lo
catio
n
x x
OCT 14, 2010
CUSTOM FEATURES WALL RIDES
6’ t x 18’ l curved wall
10’ t x 18’ l flat wall
8’ t x 18’ l curved wall
12’ t x 18’ l flat wall
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
CYCLOCROSS AMENITIES
“ThE BELGIAN STEPS”
“SAND BOX”
“ThE 5280’ RUN-UP”
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
ADDITIONAL IMPROVEMENTS
The Tot Track
Restrooms & Storage Fencing
Irrigation & Drainage
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
CONSTRUCTION PROGRESSIONFEB 2011
MAY 2010
PRE-CONSTRUCTIONWinter 2008
IMPLEMENT
4
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
POST CONSTRUCTION SERVICES
•EventConsultation•FacilityManagementconsulting•StaffTraining•Mediaandathleteoutreach•Installnewfeaturesonexistingtrails•Trailandtrailfeatureupdates
EVOLVE
5
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
DESIGN PROCESS TRAILS
USA350 s 43rd StBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
T0.3
TERRAIN PARK FEATURELOCATION PLANS
LARGE AND MEDIUM DIRT JUMPS - PLANSCALE: 1” = 40’
1T0.3
SMALL DIRT JUMPS - PLANSCALE: 1” = 40’
2T0.3
DUAL SLALOM - PLANSCALE: 1” = 40’
3T0.3
T1.01 4
T1.02 4
T1.022 4
T1.027 4
T1.041 4
T1.040 4
T1.029 4
T1.039 4
T1.13 4
T1.04 4
T7.034 1
T1.013 4
T1.014 4
Tx.xx x
KEY
DETAIL NUMBER
SHEET NUMBER
SOLID LINE: DIRT FEATURE
DASHED LINE: NON-DIRTFEATURE
T1.15 3
T1.16 3
T1.016 4
T1.18 3
T1.117 3
T1.19 3
T1.118 3
T1.07 4
T1.010 4
T1.019 4
T1.111 3
T1.120 3
T1.121 3
T1.012 2
T1.115 3
T1.023 2
T1.124 1
T1.025 2
T1.026 2
T1.028 2
T1.030 2
T1.038 4
T1.031 4
T1.032 2
T1.033 4
T1.135 4
T1.16 4
T1.036 4
T1.037 4
T1.02 1 T1.0
4 1
T1.03 1
T1.05 1
T1.07 1
T1.08 1
T1.010 1
T1.011 4
T1.09 1
T4.01 3
T2.01 3
T1.12 4
T1.05 2
T1.16 4
T1.07 2
T5.08 4
T1.03 4
T1.14 4
T2.029 3
T1.09 4
T1.110 4
T1.112 4
T1.114 4
T1.116 4
T5.017 4
T1.118 4
T1.020 2
T1.121 4
T1.128 4
T1.022 2
T1.123 4
T1.151 4
T1.155 4
T1.156 4
T1.153 4
T1.054 4
T1.052 4
T1.024 4
T1.026 4
T1.125 4
T1.127 4
T1.119 4
T1.147 4
T1.048 2
T1.149 4
T1.050 2
T5.045 4
T1.146 4
T2.011 6
T1.013 2
T1.015 2
T1.130 4
T1.031 4
T1.037 4
T1.138 4
T1.140 4
T1.142 4
T1.043 2
T1.144 4
T1.041 2
T2.039 6
T1.033 2
T1.035 2
T5.036 4
T1.132 4
T1.134 4
NOTE:RHYTHM SECTIONS ARE COMPOSED OF A SERIES OFLINKED ROLLERS. SEE DETAIL 4 ON SHEET 1.0 FORTYPICAL ROLLER CONDITION.
RHYTHMSECTION
RHYTHMSECTION
RHYTHMSECTION
RHYTHMSECTION
RHYTHMSECTION
LARGE AND MEDIUM DIRT JUMP TRAILS
Base Bid Alternate 1 Undesignated Feature # Detail # Sheet # Feature Type Feature Height Feature Length Feature Width Feature Radius Feature Notesx 1 3 T4.0 Elevated Log Drop 5 FT 8 FT 24" + Diameterx 2 4 T1.0 Roller 4 FTx 3 4 T1.1 Berm 5 FT 25 FTx 4 4 T1.0 Roller 3 FT
x 5 3 T1.1 Gap Double With Manufactured Lip 5 FT 10 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landingx 6 3 T1.1 Gap Double With Manufactured Lip 6 FT 12 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 7 4 T1.0 Roller 2 FTx 8 3 T1.1 Gap Double With Manufactured Lip 6 FT 12 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landingx 9 3 T1.1 Gap Double With Manufactured Lip 7 FT 14 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 10 4 T1.0 Roller 3 FTx 11 3 T1.1 Gap Double With Manufactured Lip 7 FT 14 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 12 2 T1.0 Elevated Bridge Drop 3 FT 8 FT 3 FTx 13 4 T1.0 Roller 4 FTx 14 4 T1.0 Roller 5 FT Alternative 1 assumes dirt lip/landing
x 15 3 T1.1 Gap Double With Manufactured Lip 5 FT 10 FT 4 FT 10 FTx 16 4 T1.0 Roller 2 FT
x 17 3 T1.1 Gap Double With Manufactured Lip 6 FT 10 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landingx 18 3 T1.1 Gap Double With Manufactured Lip 6 FT 12 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 19 4 T1.0 Roller 2 FTx 20 3 T1.1 Gap Double With Manufactured Lip 6 FT 12 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landingx 21 3 T1.1 Gap Double With Manufactured Lip 5 FT 10 FT 4 FT 10 FT Alternative 1 assumes dirt lip/landing
x 22 4 T1.0 Roller 3 FTx 23 2 T1.0 Roller Double 4 FT 10 FTx 24 1 T1.1 Hip Tabletop 4 FT 8 FTx 25 2 T1.0 Roller Double 5 FT 10 FTx 26 2 T1.0 Roller Double 4 FT 8 FTx 27 4 T1.0 Roller 2 FTx 28 2 T1.0 Roller Double 5 FT 10 FTx 29 4 T1.0 Roller 2 FTx 30 2 T1.0 Roller Double 5 FT 12 FTx 31 4 T1.0 Roller 2 FTx 32 2 T1.0 Roller Double 5 FT 12 FTx 33 4 T1.0 Roller 2 FT
x 34 1 T7.0 Quarter Pipe 8 FT 18 FT 10 FT Alternative 1 assumes bermx 35 4 T1.1 Berm 5 FTx 36 4 T1.0 Roller 2 FTx 37 4 T1.0 Roller 3 FTx 38 4 T1.0 Roller 2 FTx 39 4 T1.0 Roller 3 FTx 40 4 T1.0 Roller 3 FTx 41 4 T1.0 Roller 2 FT
Construction Phase
SMALL DIRT JUMP TRAIL
Base Bid Alternate 1 Undesignated Feature # Detail # Sheet # Feature Type Feature Height Feature Length Feature Width Feature Radius Feature Notesx 1 4 T1.0 Roller 2 FTx 2 1 T1.0 Tabletop 2 FT 5 FTx 3 1 T1.0 Tabletop 2 FT 5 FTx 4 1 T1.0 Tabletop 2 FT 5 FTx 5 1 T1.0 Tabletop 2 FT 5 FTx 6 4 T1.1 Berm 4 FTx 7 1 T1.0 Tabletop 3 FT 6 FTx 8 1 T1.0 Tabletop 3 FT 6 FTx 9 1 T1.0 Tabletop 3 FT 6 FTx 10 1 T1.0 Tabletop 3 FT 6 FTx 11 4 T1.0 Roller 2 FT
Construction Phase
DUAL SLALOM RACE COURSE
Base Bid Alternate 1 Undesignated Feature # Detail # Sheet # Feature Type Feature Height Feature Length Feature Width Feature Radius Feature Notesx 1 3 T2.0 Shaped Sandstone Causeway 3 FT 25 FT 3 FT Rollercoaster, must flow fast. Alternative 1 assumes Rhythm Section
x 2 4 T1.1 Berm 5 FT 20 FTx 3 4 T1.0 Roller 3 FTx 4 4 T1.1 Berm 5 FT 20 FTx 5 2 T1.0 Roller Double 5 FT 8 FTx 6 4 T1.1 Berm 5 FT 15 FTx 7 2 T1.0 Roller Double 5 FT 10 FT
x 8 4 T5.0 Curved Wall Ride 6 FT 18 FT 14 FT Footing on 6 FT tall mound, Alternative 1 assumes bermx 9 4 T1.0 Roller 3 FTx 10 4 T1.1 Berm 5 FT 20 FTx 11 6 T2.0 Boulder Ride 3 FT 10 FTx 12 4 T1.1 Berm 3 FTx 13 2 T1.0 Roller Double 5 FT 12 FTx 14 4 T1.1 Berm 3 FT 15 FTx 15 2 T1.0 Roller Double 5 FT 12 FTx 16 4 T1.1 Berm 5 FT 30 FT
x 17 4 T5.0 Curved Wall Ride 6 FT 18 FT 14 FT Footing on 6 FT tall mound, Alternative 1 assumes bermx 18 4 T1.1 Berm 5 FT 30 FTx 19 4 T1.1 Berm 5 FT 20 FTx 20 2 T1.0 Roller Double 3 FT 10 FTx 21 4 T1.1 Berm 5 FT 35 FTx 22 2 T1.0 Roller Double 5 FT 12 FTx 23 4 T1.1 Berm 5 FT 20 FTx 24 4 T1.0 Roller 3 FTx 25 4 T1.1 Berm 3 FT 10 FTx 26 4 T1.0 Roller 2 FTx 27 4 T1.1 Berm 5 FT 10 FTx 28 4 T1.1 Berm 5 FT 30 FT
x 29 3 T2.0 Shaped Sandstone Causeway 3 FT 25 FT 3 FT Rollercoaster, must flow fast, Alternatie 1 assumes Rhythm Sectionx 30 4 T1.1 Berm 3 FT 15 FTx 31 4 T1.0 Roller 2 FTx 32 4 T1.1 Berm 5 FT 30 FTx 33 2 T1.0 Roller Double 5 FT 8 FTx 34 4 T1.1 Berm 3 FT 10 FTx 35 2 T1.0 Roller Double 5 FT 10 FT
x 36 4 T5.0 Curved Wall Ride 6 FT 18 FT 14 FT Footing on 6 FT tall mound, Aletnative 1 assumes bermx 37 4 T1.0 Roller 3 FTx 38 4 T1.1 Berm 5 FT 30 FTx 39 6 T2.0 Boulder Ride 3 FT 10 FT 4 FTx 40 4 T1.1 Berm 5 FT 30 FTx 41 2 T1.0 Roller Double 5 FT 12 FTx 42 4 T1.1 Berm 3 FT 15 FTx 43 2 T1.0 Roller Double 5 FT 12 FTx 44 4 T1.1 Berm 5 FT 20 FT
x 45 4 T5.0 Curved Wall Ride 6 FT 18 FT 14 FT Footing on 6 FT tall mound, Alternative 1 assumes bermx 46 4 T1.1 Berm 5 FT 20 FTx 47 4 T1.1 Berm 5 FT 30 FTx 48 2 T1.0 Roller Double 3 FT 12 FTx 49 4 T1.1 Berm 5 FT 15 FTx 50 2 T1.0 Roller Double 5 FT 12 FTx 51 4 T1.1 Berm 5 FT 30 FTx 52 4 T1.0 Roller 3 FTx 53 4 T1.1 Berm 3 FT 10 FTx 54 4 T1.0 Roller 2 FTx 55 4 T1.1 Berm 5 FT 10 FTx 56 4 T1.1 Berm 5 FT 20 FT
Construction Phase
FEATURE NUMBER
FU
TU
RE
MU
LTI -
USE P
ATH CONNECTION
FUTUREBRIDGE
FUTUREBRIDGE
V A L M O N T R D . V A L M O N T R D .
AI
RP
OR
T
RD
.
SCALE 1" = 80'
I R R I G A T I O N D
I TC
H
I R R I G A T I O N D I T C H
TO
GU
NBARREL (FUTURE)
RETURN TO TOP
RETURN TO TOP
< 5280 ft >< MILE HIGH >
START/FINISH
Less Di�cultMore Di�cultTerrain ParkExtra Large Feature/LineLarge Feature/LineMedium Feature/LineSmall Feature/LineStart Hill
Trail DirectionTechnical FeatureInfoParkingRestroomsBus Stop
L E G E N D
NOTE: Trails contain options of different difficulty
XL
L
M
S
START
TRAIL MAP NOT FINAL | Feb 4, 2011
Hot Lap
Connector
Hot Lap
Dirt 101
Dirt 101
Dirt 101
Hot Lap
BacktrackBacktrack
Start/Finish
Grasshopper
Mid MesaMid Mesa
GearDown
Rivet
Espresso
Mesa Flow Corkscrew
Escape Route
Esca
pe R
oute
Hot Lap
TH
E G
L A D E S
S
S
S
M
M
M
L
L
L
XL
XL
STORAGE BARN
FUTURE DOG PARK RENOVATION
MULTI-USE PATH
“THE SAND BOX”
“THE BELGIAN STEPS”
“THE BROKEN ESCALATOR”
LARGE PUMP PARK
SPECTATORPLAZA
SLOPESTYLE
DUAL SLALOM
DIRT JUMPS
SMALLPUMP PARK
PLATT FARM HOUSE
SKILLZ LOOP
RESTROOMS& STORAGE
HUB PLAZA
0 30 60 120 ft
ENVISION
1
2
DOCUMENT
3
IMPLEMENT
4
RIDE!
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
©ALPINEBIKEPARKS 2011
I N P A R T N E R S H I P W I T H
24'-4 316 "
5'-6 12 "
4'-0 18 "
7'-8 316 " 7'-8 3
16 " 8'-2"6 1316 " 3"
12 3
4
5
67
8
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
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
*SEE SHEET T6.5 FOR LEGCONNECTION DETAIL ATCASE PAD
CASE PAD- SEE A / T6.2
L3X3X1/4 RAILS- PUNCH RAILS W/ 9/16" SLOTTEDPUNCH 6" O.C. TYP
8'-0"
6'-9 12 " CL LEGS
24'-4 316 "
8'-0"7'-0"
2'-3" CLBOLTS, TYP
FRONT3/8" = 1'-0
SIDE 3/8" = 1'-0
ISOMETRICNTSTOP
3/8" = 1'-0
FLOWFORM ROCKER 8' W© ALPINE BIKE PARKS
T5.0Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal Titlex
Revisions
Original Issue Date
Proj
ect T
itle
USA350 s 43rd StreetBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
ALPINE BIKE PARKS, LLC
Val
mon
t Bik
e P
ark
Bou
lder
, CO
Clie
nt /
Loca
tion
x x
NOV 8, 2010
DESIGN PROCESS CUSTOM FEATURES
ENVISION
1
DESIGN
DOCUMENT
3
IMPLEMENT
4
NOTES:
LOG SHAPE, LOG DIAMETER, LOG LENGTH, RIDING SURFACE WIDTH AND HEIGHT DETERMINE FEATUREDIFFICULTY
FINAL LOG SELECTION FOR RIDING SURFACE TO BE DETERMINED BY PROFESSIONAL TRAIL BUILDER
LOGS TO BE COATED WITH A PENETRATING SEALERPRIOR TO INSTALLATION. ALL FIELD CUTS TO BESEALED TO MAINTAIN A GOOD MOISTURE BARRIER
NOTES:
JUMP LIPS CAN BE DIRT OR STEEL
BRIDGE LOG- SIZE AND SHAPE VARIES WHALE TALE - SIDE ELEVATION
SCALE: 1/4” = 1’-0”0.02 WHALE TALE - FRONT ELEVATION
SCALE: 1/4” = 1’-0”0.03
SATELLITE - FRONT ELEVATIONSCALE: 1/4” = 1’-0”0.0
6SATELLITE - SIDE ELEVATIONSCALE: 1/4” = 1’-0”0.0
5
SATELLITE - PLANSCALE: 1/4” = 1’-0”0.0
4
WHALE TALE - PLANSCALE: 1/4” = 1’-0”0.0
1
R4'-0
"
R 37'-0"
30'-0"
WID
TH V
AR
IES
(S
EE
SC
HE
DU
LE)
WIDTH VARIES (SEE SCHEDULE)
WIDTH VARIES
(SEE SCHEDULE)
HE
IGH
T VA
RIE
S
(SE
E S
CH
ED
ULE
)
35'-0"
35'-0"
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
STEEL STRUCTURE- SEE DETAIL X ON SHEET X.X
CASE PAD
STEEL JUMP LIP- SEE DETAIL 1 ON SHEET X.X
CONCRETE SLAB- SEE DETAIL X ON SHEET X.X
DIRT LANDING
DIRT LANDING- BUILT AT ANGLE COMPARABLE TO EXIT ANGLE OF SATELLITE FEATURE
DIRT LIP- BUILT AT ANGLE COMPARABLE TO ENTRANCEANGLE OF SATELLITE FEATURE
COPING- 2 1/2” O.D. STEEL PIPE
COPING- 2 1/2” O.D. STEEL PIPE
RIDING SURFACE- 2x6 WOOD, 2x6 COMPOSITE OR PLYWOOD- SURFACE TO BE SEALED AND PAINTED WITHNON-SLIP COATING
COPING- 2 1/2” O.D. STEEL PIPE
COPING- 2 1/2” O.D. STEEL PIPE
NON-RIDING SURFACES- RECLAIMED AND WEATHERED BARN WOODPLANKS
LARGE OUTPUT GRAPHICSOPPORTUNITY FOR SPONSOREDEVENTS
HE
IGH
T VA
RIE
S
(SE
E S
CH
ED
ULE
)
STEEL STRUCTURE- SEE DETAIL X ON SHEET X.X
CASE PAD
CONCRETE SLAB- SEE DETAIL X ON SHEET X.X
NON-RIDING SURFACES- RECLAIMED AND WEATHERED BARN WOODPLANKS
LARGE OUTPUT GRAPHICSOPPORTUNITY FOR SPONSOREDEVENTS
©ALPINEB
IKEPARKS
24'-4 316 "
5'-6 12 "
4'-0 18 "
7'-8 316 " 7'-8 3
16 " 8'-2"6 1316 " 3"
12 3
4
5
67
8
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
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
*SEE SHEET T6.5 FOR LEGCONNECTION DETAIL ATCASE PAD
CASE PAD- SEE A / T6.2
L3X3X1/4 RAILS- PUNCH RAILS W/ 9/16" SLOTTEDPUNCH 6" O.C. TYP
8'-0"
6'-9 12 " CL LEGS
24'-4 316 "
8'-0"7'-0"
2'-3" CLBOLTS, TYP
FRONT3/8" = 1'-0
SIDE 3/8" = 1'-0
ISOMETRICNTSTOP
3/8" = 1'-0
FLOWFORM ROCKER 8' W© ALPINE BIKE PARKS
T5.0Sheet Number
x x
x x
x x
x x
Checked ByxDrawn ByJCPSubmittal Titlex
Revisions
Original Issue Date
Proj
ect T
itle
USA350 s 43rd StreetBoulder, CO 80305
CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486
ALPINE BIKE PARKS, LLC
Val
mon
t Bik
e P
ark
Bou
lder
, CO
Clie
nt /
Loca
tion
x x
NOV 8, 2010
©ALPINEB
IKEPARKS
RIDE!
CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO
// Feasibility and Planning
// Custom Design
// Construction & Construction Management
// Comprehensive Signage & Wayfinding
// Operations, Management, Maintenance and Marketing Consulting
// Media Outreach
WhAT WE BRING TO ThE TABLE
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.
WWW.ALPINEBIKEPARKS.COM
ThE RIGhT PROFESSIONALS FOR ThE JOB
Alpine Bike Parks’ 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 client’s vision and goals. Our staff members have extensive experience in their fields of expertise:
A LEADER IN BIKE PARKAND 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).
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
OUR TEAMJUDD 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
WWW.ALPINEBIKEPARKS.COM
ALL ThE SERVICES YOU NEEDAlpine 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
• 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
DESIGN DEVELOPMENT
• 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
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
MEDIA OUTREACh• Demonstration project development• Photo/video/graphic illustration and
collateral development• Event planning and coordination
WWW.ALPINEBIKEPARKS.COM
COMPANY EXPERIENCEAlpine 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:
STAFF EXPERIENCE
ALPINE BIKE PARKS PROJECTSVALMONT 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
JUDD DE VALL
SANTOS BIKE PARK OCALA, FL
PARK CITY BIKE PARK PARK CITY, UT
hIGhBRIDGE BIKE PARK NEW YORK, NY
hAILEY COMMUNITY BIKE PARK HAILEY, ID
JOE PRISEL
RAY’S MOUNTAIN BIKE PARK CLEVELAND, OH | MILWAUKEE, WI
CAMP WOODWARD STATE COLLEGE, PA
WOODWARD WEST TEHACHAPI, CA
ERIC CARTER
JEEP 48 STRAIGhT COMPETITION COURSES VARIOUS VENUES
UCI WORLD CUP COMPETITION COURSES VARIOUS VENUES
NORBA COMPETITION COURSES VARIOUS VENUES
RANDY SPANGLER
SEA OTTER CLASSIC RIDE ZONE LAGUNA SECA, CA
COLLEGE CYCLERY TRAINING FACILITY SACRAMENTO, CA
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.
604.692.1951info@alpinebikeparks.com
WWW.ALPINEBIKEPARKS.COM
ALPINE BIKE PARKS OFFICES
CANADA
Alpine Bike Parks1050 Millar Creek Road #8Whistler, BC V0N 1B1
USA
Alpine Bike Parks350 South 43rd StreetBoulder, CO 80305
top related