Valmont Bike Park - Case Study

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1050 Millar Creek Road #8 Whistler, BC V0N 1B1 TEL 604.692.1951 [email protected] WWW.ALPINEBIKEPARKS.COM CASE STUDY BOULDER, CO PROJECT // PARKS & RECREATION CLIENT // LOVE WHAT YOU RIDE YOUR PARTNER FOR BIKE PARK AND TRAIL DEVELOPMENT PROJECTS IN PARTNERSHIP WITH N o 01

description

Alpine bike parks presents the Valmont Bike Park Case study.

Transcript of Valmont Bike Park - Case Study

1050 Millar Creek Road #8Whistler, BC V0N 1B1

TEL [email protected]

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

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FUTUREBRIDGE

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SCALE 1" = 80'

I R R I G A T I O N D

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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

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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

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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

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CASE PAD

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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”

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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

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67

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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

I N P A R T N E R S H I P W I T H

ENVISION

1

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

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

I N P A R T N E R S H I P W I T H

DESIGN

2

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

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©ALPINEB

IKEPARKS

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" LA

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10'-0"36'-0"

R12'-

0"

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" LIP

10'-0"

6'-0

" LA

ND

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36'-0"

R12'-

0"

5'-0

" LIP

6'-0

" LA

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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

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TYPICAL DIRT DOUBLE ROLLER JUMP - SECTIONSCALE: 1/4” = 1’-0”0.0

4TYPICAL DIRT TABLETOP JUMP - SECTIONSCALE: 1/4” = 1’-0”0.0

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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

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35'-0"

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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

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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

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STEEL FRAME JUMP LIP - SIDE ELEVATIONSCALE: 1/2” = 1’-0”0.0

2

STEEL FRAME JUMP LIP - DETAILSCALE: NTS0.0

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STEEL FRAME JUMP LIP - FRONT ELEVATIONSCALE: 1/2” = 1’-0”0.0

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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

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TYPICAL FLAT WALL RIDE - SIDE ELEVATIONSCALE: 1/4” = 1’-0”0.0

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TYPICAL FLAT WALL RIDE - PLANSCALE: 1/4” = 1’-0”0.0

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TYPICAL FLAT WALL RIDE - FRONT ELEVATIONSCALE: 1/4” = 1’-0”0.0

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TYPICAL FLAT WALL RIDE - SIDE ELEVATIONSCALE: 1/4” = 1’-0”0.0

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TYPICAL CURVED WALL RIDE - PLANSCALE: 1/4” = 1’-0”0.0

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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)

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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

I N P A R T N E R S H I P W I T H

3DOCUMENT

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

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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

I N P A R T N E R S H I P W I T H

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 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

I N P A R T N E R S H I P W I T H

5EVOLVE

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

I N P A R T N E R S H I P W I T H

PROCESSRECAP

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

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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

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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"

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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

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Checked ByxDrawn ByJCPSubmittal Titlex

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Original Issue Date

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USA350 s 43rd StreetBoulder, CO 80305

CANADA1050 Millar Creek Rd #5Whistler, BC V0N 1B1(250)418-1486

ALPINE BIKE PARKS, LLC

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NOV 8, 2010

©ALPINEB

IKEPARKS

RIDE!

CASE STUDY No01 VALMONT BIKE PARK BOULDER, CO

I N P A R T N E R S H I P W I T H

SERVICES& CONTACT

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.

[email protected]

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