3-04 BID SET 26-264 Snake Hollow Bike Park Paving and Repairs PLANS.pdf
PDF 34 MB Posted
- Attached to
- IFB - SNAKE HOLLOW BIKE PARK PAVING AND REPAIRS
- Solicitation number
- 26-264
- Issued by
- Washington County, Utah
About this file
This is a construction plans document for the City of St. George's Snake Hollow Bike Park Paving and Repairs project, prepared by the City of St. George Park Planning Division. The project, located at 1500 North Lava Flow Drive in St. George, Utah, involves comprehensive repairs and paving of multiple bike park features across five distinct zones: gravity jump trails, progressive drop zones, pump tracks, pump and bump skills loops, and dirt jump zones. The scope of work includes adding 4 inches of cap material (3/8" minus screened mix consisting of 60% sand, 20% clay, 15% silt, and 5% gravel) to dirt trails and features totaling approximately 21,220 to 20,900 square feet in various areas, with a base bid involving 265 to 260 cubic yards of cap material per zone. Additionally, asphalt paving (3 inches of HMA asphalt) is specified for pump tracks covering 14,700 square feet (140 cubic yards) and optional for the dirt jump zone covering 17,000 square feet (160 cubic yards). The qualified contractor must demonstrate a minimum of three years of experience on public projects involving singletrack trails, gravity jump trails, pump tracks, dirt jumps, and other mountain bike trail elements.
General project requirements mandate that all construction comply with St. George City standards, maintain positive drainage away from all trails with no surface water ponding, and achieve 90% modified Proctor density compaction for all trails and features. The contractor is responsible for all required inspections and testing, site disturbance minimization with revegetation of disturbed areas, and designation of an experienced test rider to oversee construction and verify that specifications and design intent are met. Work is restricted to 7:00 AM to 7:00 PM Monday through Friday, with no construction allowed on weekends or city-observed holidays unless approved. A 5% bid bond naming the City of St. George as obligee and a 100% performance bond covering labor and materials are required for all submissions. The contractor must coordinate with utility companies and Blue Stakes 811 a minimum of two working days before any excavation, with the contractor bearing sole responsibility for locating, protecting, and repairing any damaged utilities.
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CV-1
CITY OF ST. GEORGE
SNAKE HOLLOW BIKE PARK PAVING & REPAIRS
BID INQUIRY NO. 26-264
FEBRUARY 2026
BIKE PARK PAVING & REPAIRS SHEET
INDEX
SHEET NO. SHEET TITLE
CV-1 1 COVER SHEET
PN-1 1 PROJECT NOTES
SP-1 1 SITE PLAN - OVERALL & INDEX MAP
SP-2 1 SITE PLAN - GRAVITY JUMP TRAILS
SP-3 1 SITE PLAN - PROGRESSIVE DROP ZONE
SP-4 1 SITE PLAN - PUMP TRACKS
SP-5 1 SITE PLAN - PUMP & BUMP SKILLS LOOP
SP-6 1 SITE PLAN - DIRT JUMP ZONE
SPD-1 1 SITE PLAN DETAILS
ORIGINAL BIKE PARK PLANS SHEET INDEX
SHEET NO. SHEET TITLE
BP1.0 1 OVERALL SITE KEY
BP1.1-BP1.5 6 FEATURE PARK ENLARGEMENT
BP2.1-BP2.6 6 LOOP TRAIL PLAN
BP3.0-BP3.5 6 DETAILS
OWNER & PREPARED BY
61 SOUTH MAIN STREET
ST. GEORGE, UTAH 84770
(435) 627-4000
VICINITY MAP
(N.T.S.)
SNAKE HOLLOW BIKE PARK
(N.T.S.)
PROJECT SITE
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1800 N.
SANTA CLARA DR. / SUNSET BLVD.
LITTLE LEAGUE DR.
1140 N.
NORTH
NORTH
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GENERAL NOTES:
1. STANDARD DRAWINGS & SPECIFICATIONS: ALL CONSTRUCTION SHALL CONFORM TO ST. GEORGE CITY STANDARDS, UNLESS SPECIFIED OTHERWISE.
2. PROPERTY & CONSTRUCTION LIMITS: ALL CONSTRUCTION WORK INCLUDING VEHICLES, EQUIPMENT, MATERIALS, ETC.
SHALL BE KEPT WITHIN EXISTING RIGHT-OF-WAY AND EASEMENTS OF THE PROJECT BOUNDARIES. ANY WORK BEYOND
CONSTRUCTION LIMITS IS TO BE APPROVED BY OWNER.
3. EXISTING IMPROVEMENTS: CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PRESERVE AND PROTECT EXISTING STRUCTURES, WALLS, DRIVEWAYS, TRAFFIC SIGNS, WATERWAYS, FENCES, LANDSCAPING, TREES, RIPRAP, DITCHES, ASPHALT AND CONCRETE TRAILS, CURB AND GUTTER, MAILBOXES, SIDEWALK, AND OTHER IMPROVEMENTS. ANY SUCH IMPROVEMENTS REMOVED OR DAMAGED BY CONTRACTOR'S ACTIVITY SHALL BE REPLACED OR REPAIRED TO ORIGINAL OR BETTER CONDITION ACCORDING TO THE SPECIFICATIONS OF THE GOVERNMENTAL ENTITY HAVING JURISDICTION, AT
THE SOLE EXPENSE OF THE CONTRACTOR.
4. TESTING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED INSPECTION AND TESTING. WORK CONCEALED WITHOUT THE REQUIRED INSPECTION OR TESTING SHALL BE SUBJECT TO EXPOSURE AT THE
CONTRACTOR'S SOLE EXPENSE.
5. NON-CONFORMING WORK: WORK PERFORMED WHICH IS NOT IN CONFORMANCE WITH THE DRAWINGS AND/OR SPECIFICATIONS OR WITHOUT OWNER APPROVAL SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE
CONTRACTOR'S SOLE EXPENSE.
6. WORK HOURS & CONSTRUCTION NOISE: THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO BETWEEN 7:00 AM AND 7:00 PM ONLY AND NO CONSTRUCTION WORK WILL BE ALLOWED ON SATURDAYS, SUNDAYS, OR HOLIDAYS
OBSERVED BY THE OWNER UNLESS OTHERWISE APPROVED BY THE OWNER.
7. OSHA COMPLIANCE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL OSHA REGULATIONS AND STANDARDS ARE COMPLIED WITH ON THE PROJECT SITE DURING THE CONSTRUCTION PERIOD.
8. EPA COMPLIANCE: THE CONTRACTOR SHALL MEET ALL DEPARTMENT OF ENVIRONMENTAL QUALITY AND U.S. EPA
REQUIREMENTS.
9. CONSTRUCTION ACTIVITIES: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION ACTIVITIES PER THE CONTRACT DOCUMENTS. ANY ADDITIONS, DELETIONS, OR MODIFICATIONS SHALL FIRST MEET WITH
THE WRITTEN APPROVAL OF THE OWNER.
10. DISCREPANCIES, OMISSIONS AND CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR SPECIFICATIONS BEFORE
PROCEEDING WITH RELATED WORK.
11. CONSTRUCTION TIMELINE: THE CONTRACTOR RECOGNIZES THAT TIME IS OF THE ESSENCE WITH THIS PROJECT AND SHALL SELECT AND UTILIZE LABOR, EQUIPMENT, AND MATERIALS THAT MINIMIZE THE CONSTRUCTION TIMELINE. THE CONTRACTOR SHALL ALSO REGULARLY APPRISE THE OWNER OF THE ELEMENTS REQUIRING LONG LEAD, INSTALLATION
OR CURE TIMES.
12. INCIDENTAL WORK: WORK INTENDED BY THE DRAWINGS AND SPECIFICATIONS, BUT NOT SPECIFICALLY IDENTIFIED IN A
PARTICULAR BID ITEM SHALL BE CONSIDERED INCIDENTAL TO THE OTHER BID ITEMS.
13. LEGAL DISPOSAL: ANY DEBRIS RESULTING FROM THE PROJECT IS TO BE DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DISPOSAL SITES AT WHICH DEBRIS MAY BE LAWFULLY WASTED.
14. EXISTING UTILITIES: UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS, AND SHOULD BE CONSIDERED APPROXIMATE AND FOR GENERAL INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE TO LOCATE AND PROTECT ALL UTILITIES IN THE PROJECT AREA, INCLUDING THOSE THAT MAY NOT BE SHOWN OR THAT MAY BE SHOWN INCORRECTLY. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REPAIR OF ANY UTILITY DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS. RELOCATIONS AND/OR REPLACEMENTS OF EXISTING UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR WITH THE UTILITY OWNER. CONTRACTOR SHALL CONTACT, SCHEDULE, AND ESTABLISH UTILITY SHUT DOWN TIMES AND DETERMINE THE RELOCATION AND/OR
REPLACEMENT REQUIREMENTS OF EXISTING UTILITIES PRIOR TO THE START OF ANY WORK.
BIKE PARK REPAIR NOTES:
1. ALL DIRT TRAILS AND DIRT FEATURES ARE IN NEED OF SOME LEVEL OF REPAIR. TRAIL REPAIR INCLUDES, BUT IS NOT
LIMITED TO:
1.1. TRAIL EROSION REPAIR.
1.2. SMOOTHING OUT ROUGH/CHOPPY DIRT SURFACES ON DIRT BERMS, DIRT ROLLERS, STEP DOWN JUMPS, STEP UP
JUMPS, HIP STEP DOWNS, AND DIRT JUMPS.
1.3. PROVIDING EVEN SURFACE FOR DIRT JUMP LANDINGS, DIRT DROP LANDINGS, DIRT TABLE LANDINGS, DIRT TABLE
TOPS, DIRT PLATFORMS, AND DIRT JUMPS.
2. ALL PREFABRICATED FEATURES ARE IN GOOD CONDITION BUT DIRT APPROACHES & EXITS NEED REPAIR.
3. CONTRACTOR TO PROVIDE CAP MATERIAL FOR DIRT TRAIL AND DIRT FEATURE REPAIRS.
4. WATER IS AVAILABLE VIA QUICK COUPLERS THROUGHOUT EACH BIKE PARK AREA. DISTANCE BETWEEN EACH QUICK
COUPLER IS APPROXIMATELY 100'.
5. IT IS REQUIRED THAT QUALIFIED TRAIL CONTRACTOR MUST HAVE A MINIMUM OF THREE YEARS OF EXPERIENCE OF
WORK ON PUBLIC PROJECTS THAT INCLUDES: SINGLETRACK TRAILS, GRAVITY JUMP TRAILS, PUMP TRACKS, DIRT JUMPS
AND OTHER MOUNTAIN BIKE TRAIL ELEMENTS AND PROVIDE PROOF OF SUCH.
6. ALL TRAIL CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS, DRAWINGS, REQUIREMENTS, AND DESIGN INTENT PRESCRIBED IN THE CONSTRUCTION AND CONTRACT DOCUMENTS. ACCEPTABLE MODIFICATIONS SHALL BE PRESENTED BY THE TRAIL CONTRACTOR TO THE CITY'S REPRESENTATIVE FOR APPROVAL IN WRITING. FIELD FIT MODIFICATIONS ARE ENCOURAGED WHEN NECESSARY TO ENSURE PROPER FLOW AND FUNCTION OF TRAIL FEATURES.
7. CONTRACTOR TO AVOID ANY SITE DISTURBANCE BEYOND THE NECESSARY LIMITS OF CONSTRUCTION TO THE EXTENT POSSIBLE. ANY AREAS DISTURBED DURING CONSTRUCTION ACTIVITIES SHALL BE REVEGETATED AND RESTORED TO
PROFESSIONALLY FINISHED CONDITIONS. MINIMIZE DISTURBANCE TO EXISTING VEGETATION.
8. CONTRACTOR SHALL DESIGNATE AN EXPERIENCED, OBJECTIVE TEST RIDER WITH EXPERT KNOWLEDGE OF THE INTENDED EXPERIENCE TO OVERSEE CONSTRUCTION OF THIS PROJECT. THIS TEST RIDER SHALL THOROUGHLY TEST RIDE ALL TRAILS AND TRAIL FEATURES TO ENSURE THE SPECIFIED RIDING EXPERIENCE, DESIGN, FLOW, RHYTHM, CHARACTER, DIFFICULTY, AND SPECIFICATIONS ARE MET.
9. COMPLETED BIKE PARK REPAIRS SHALL REFLECT PROFESSIONAL WORKMANSHIP IN APPEARANCE, QUALITY, AND ATTENTION TO DETAIL. TRAILS AND FEATURES SHALL BE WELL INTEGRATED INTO SITE, AESTHETICALLY PLEASING IN APPEARANCE, AND WELL-SHAPED, CRAFTED, AND FINISHED ACCORDING TO COMMONLY ACCEPTED BEST PRACTICES FOR HIGH QUALITY AND SUSTAINABLE MOUNTAIN BIKING TRAILS. WORK MUST BE COMPLETED TO THE SATISFACTION OF
THE CITY'S REPRESENTATIVE.
10. THE TRAIL CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND POSITIVE DRAINAGE AWAY FROM ALL TRAILS AND TRAIL FEATURES. NO PONDING OF SURFACE WATER SHALL BE ON OR ADJACENT TO TRAIL SURFACE. DURING CONSTRUCTION, ADDITIONAL DRAINAGE METHODS MAY BE NECESSARY BY CONTRACTOR TO PROMOTE POSITIVE SITE DRAINAGE. ALL DRAINAGE METHODS, DEVICES AND LOCATIONS SHALL BE EMPLOYED IN ACCORDANCE WITH
PROFESSIONAL TRAIL BUILDING STANDARDS AND APPROVAL BY THE CITY'S REPRESENTATIVE.
11. THE INTENT OF THE CAP MATERIAL IS TO COVER THE EXISTING TRACK/TRAIL SURFACE WITH A MINIMUM 4" LAYER OF PROFESSIONALLY-FINISHED SURFACE THAT FACILITATES DRAINAGE, COMPACTS WELL, AND ACCOMMODATES RIDERS IN REASONABLY VARIABLE WET AND DRY CONDITIONS. 3/8" MINUS SCREENED MIX CONSISTING OF 60% SAND, 20% CLAY, 15% SILT AND 5% GRAVEL; OR SIMILAR ALTERNATIVE TO BE APPROVED BY CITY'S REPRESENTATIVE.
12. FOR ALL CAP MATERIALS SPECIFIED, IT SHALL BE UNDERSTOOD AND AGREED THAT QUANTITIES LISTED ARE ESTIMATED ONLY AND MAY BE INCREASED OR DECREASED ON A UNIT COST BASIS AS NEEDED TO MEET FEATURE SPECIFICATIONS.
13. ALL TRAILS AND FEATURES SHALL BE COMPACTED TO 90% MODIFIED PROCTOR DENSITY IN A MANNER THAT WILL
SUPPORT THE INTENDED USE.
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SHEET SP-2
1 inch = ft.
( IN FEET )
0200 200 400
SP�1
SHEET SP-3
SHEET SP-4
SHEET SP-5
SHEET SP-6
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1 inch = ft.
( IN FEET )
050 50 100
SP�2NORTH
EROSION IN FRONT OF KICKER RAMP FOR WHALE TAIL.
POOR DRAINAGE IN FRONT OF KICKER RAMPS. TRAIL EROSION.
DIRT BERM SURFACE IS CHOPPY.
NOTES:
1) PHOTOS SHOW SOME OF THE WORST AREAS
IN NEED OF REPAIR.
2) ADDING 4" OF CAP MATERIAL TO ALL DIRT
TRAILS/FEATURES.
3) DO NOT COVER ROCK GARDENS OR
PREFABRICATED FEATURES WITH CAP
MATERIAL.
4) ALL PREFABRICATED FEATURES ARE IN GOOD
CONDITION BUT DIRT APPROACHES & EXITS
NEED REPAIR.
5) REFER TO ORIGINAL BIKE PARK PLANS FOR
DIRT TRAILS/FEATURES LAYOUT AND DETAILS.
6) PROTECT IN PLACE EXISTING VEGETATION.
UNEVEN LANDINGS.
BASE BID:
AREA TO REPAIR
ADDING 4" OF CAP MATERIAL
TO ENTIRE HATCHED AREA
21,220 SF
265 CY
CAP MATERIAL STAGING
AREA. ACCESS FROM 1800 N
AND FOLLOW TRAIL.
REMOVE FENCE TO ACCESS
STORAGE AREA. REPLACE FENCE
AFTER REPAIR WORK COMPLETE.
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1 inch = ft.
( IN FEET )
050 50 100
NORTH
TRAIL EROSION. DIRT APPROACHES TO LADDER DROPS. TRAIL EROSION.
UNEVEN LANDINGS.TRAIL EROSION.
BASE BID:
AREA OF REPAIR
ADDING 4" OF CAP MATERIAL
TO ENTIRE HATCHED AREA
20,900 SF
260 CY
NOTES:
1) PHOTOS SHOW SOME OF THE WORST AREAS IN NEED OF REPAIR.
2) ADDING 4" OF CAP MATERIAL TO ALL DIRT TRAILS/FEATURES.
3) DO NOT COVER ROCK GARDENS OR PREFABRICATED FEATURES
WITH CAP MATERIAL.
4) ALL PREFABRICATED FEATURES ARE IN GOOD CONDITION BUT DIRT
APPROACHES & EXITS NEED REPAIR.
5) REFER TO ORIGINAL BIKE PARK PLANS FOR DIRT TRAILS/FEATURES
LAYOUT AND DETAILS.
6) PROTECT IN PLACE EXISTING VEGETATION.
CAP MATERIAL STAGING
AREA. ACCESS FROM
TUWEAP DRIVE.
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NORTH
POOR DRAINAGE BETWEEN DIRT ROLLERS. DIRT ROLLER SURFACE IS CHOPPY. TOP OF DIRT BERM IS UNEVEN.
TRAIL EROSION.DIRT BERM SURFACE IS CHOPPY.
BASE BID:
AREA TO PAVE
ADDING 3" OF
ASPHALT
PAVING TO
ENTIRE
HATCHED AREA
14,700 SF
140 CY
NOTES:
1) PHOTOS SHOW SOME OF THE WORST AREAS IN NEED OF REPAIR.
2) ADDING 4" OF CAP MATERIAL TO ALL DIRT TRAILS/FEATURES.
3) DO NOT COVER ROCK GARDENS OR PREFABRICATED FEATURES
WITH CAP MATERIAL.
4) ALL PREFABRICATED FEATURES ARE IN GOOD CONDITION BUT DIRT
APPROACHES & EXITS NEED REPAIR.
5) REFER TO ORIGINAL BIKE PARK PLANS FOR DIRT TRAILS/FEATURES
LAYOUT AND DETAILS.
6) PROTECT IN PLACE EXISTING VEGETATION.
SEE SHEET SP-5 FOR PUMP
& BUMP SKILLS LOOP
REPAIR.
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St . G eo rg e, U ta h
SP-5Know what's below.
before you dig.Call
R
1 inch = ft.
( IN FEET )
050 50 100
NORTH
EROSION IN FRONT AND UNDER A-FRAME. TRAIL EROSION. TRAIL EROSION.
DIRT APPROACH TO SPLIT DECISION.DIRT EXIT TO ROLLER CORNER.
BASE BID:
AREA OF REPAIR
ADDING 4" OF CAP
MATERIAL TO ENTIRE
HATCHED AREA
15,500 SF
192 CY
NOTES:
1) PHOTOS SHOW SOME OF THE WORST AREAS IN NEED OF
REPAIR.
2) ADDING 4" OF CAP MATERIAL TO ALL DIRT TRAILS/FEATURES.
3) DO NOT COVER ROCK GARDENS OR PREFABRICATED
FEATURES WITH CAP MATERIAL.
4) ALL PREFABRICATED FEATURES ARE IN GOOD CONDITION BUT
DIRT APPROACHES & EXITS NEED REPAIR.
5) REFER TO ORIGINAL BIKE PARK PLANS FOR DIRT
TRAILS/FEATURES LAYOUT AND DETAILS.
6) PROTECT IN PLACE EXISTING VEGETATION.
CAP MATERIAL
STAGING AREA.
SEE SHEET SP-4 FOR
PUMP TRACK PAVING
P
LA
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JU
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DATE:
DRAWN BY:
CHECKED BY:
NS
MG
01/30/2026
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St . G eo rg e, U ta h
1 inch = ft.
( IN FEET )
030 30 60
SP�6Know what's below.
before you dig.Call
R
NORTH
TRAIL EROSION. TRAIL EROSION.
POOR DRAINAGE AND TRAIL EROSION IN FRONT OF KICKER RAMPS.
UNEVEN LANDINGS.
POOR DRAINAGE IN FRONT OF KICKER RAMPS & UNEVEN LANDINGS.UNEVEN LANDING.
BASE BID:
AREA TO REPAIR
ADDING 4" OF CAP MATERIAL TO
ENTIRE HATCHED AREA
17,000 SF
210 CY
ADDITIVE ALTERNATE #1:
AREA TO PAVE
ADDING 3" OF ASPHALT PAVING TO
ENTIRE HATCHED AREA
17,000 SF
160 CY
NOTES:
1) PHOTOS SHOW SOME OF THE WORST AREAS IN NEED OF REPAIR.
2) ADDING 4" OF CAP MATERIAL TO ALL DIRT TRAILS/FEATURES.
3) DO NOT COVER ROCK GARDENS OR PREFABRICATED FEATURES
WITH CAP MATERIAL.
4) ALL PREFABRICATED FEATURES ARE IN GOOD CONDITION BUT
DIRT APPROACHES & EXITS NEED REPAIR.
5) REFER TO ORIGINAL BIKE PARK PLANS FOR DIRT
TRAILS/FEATURES LAYOUT AND DETAILS.
6) PROTECT IN PLACE EXISTING VEGETATION.
CAP MATERIAL
STAGING AREA.
VA
IE
S
3" HMA ASPHALT SURFACE
SMOOTH OUT EXISTING
DIRT SURFACE AND
COMPACT IT TO 90%
EXISTING DIRT FEATURE
NATIVE SOIL
VARIES
Know what's below.
before you dig.Call
R
SPD�1
DATE:
DRAWN BY:
CHECKED BY:
NS
MG
01/20/2026
SHEET
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St . G eo rg e, U ta h
SCALE: NO SCALE
ASPHALT DETAILA
363738
3940414243
N O
R
TH
S T
N O
R
TH
S T
N O
R
TH
S T
N O
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TH
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TUWEAP DRIVE
TUWEAP DRIVE
W
ES
T
SU
NS
ET
B O
UL
EV
AR
D
N . S
T
SAND
HOLLOW
AQUATIC
CENTER
SNOW CANYON
HIGH SCHOOL
N. 2400 W. / LAVA FLOW DR
SAND HOLLOW WASH
N O
R
TH
S T
N O
R
TH
C R
N O
R
TH
S T
TUWEAP DRIVE
1750 440
3.30.2018
C I T Y
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B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
OVERALL SITE
KEY
PLAN - OVERALL SITE KEY
FEATURE PARK
PROGRESSIVE DROP ZONE & BEGINNER GRAVITY SKILLS TRAIL
FEATURE PARK
GRAVITY JUMP TRAILS
FEATURE PARK
PUMP TRACKS & PUMP AND BUMP SKILLS LOOP
FEATURE PARK
DIRT JUMP ZONE
TRAIL
XC LOOP
TRAIL
XC LOOP
FEATURE PARK
FREERIDE & TECHNICAL LINE OPTIONS
GENERAL NOTES
1. It is required that Qualified Trail Contractor must have minimum three years experience of work on public projects that includes:
singletrack trails, gravity jump trails, pump tracks, dirt jumps and other mountain bike trail elements.
2. Contractor responsible for field layout of all new improvements. Digital files of the proposed design and base files will be provided upon request in AutoCAD format. Provide stakes at all coordinate locations and every 25 feet along centerline of all pathways for review by Owner's Representative prior to any earthwork operations.
3. All trail construction shall comply with the specifications, drawings, requirements, and design intent prescribed in the construction and contract documents. Acceptable modifications shall be presented by the Trail Contractor to the Owner's Representative for approval in writing. Field fit modifications are encouraged when necessary to ensure proper flow and function of trail features.
4. Contractor to avoid any site disturbance beyond the necessary limits of construction to the extent possible. Any areas disturbed during construction activities shall be revegetated and restored to professionally finished conditions. Minimize disturbance to existing vegetation.
5. Contractor responsible to coordinate delivery, assembly and installation of all materials and furnishings per manufacturer's instructions.
6. Contractor shall designate an experienced, objective Test Rider with expert knowledge of the intended experience to oversee construction of this project. This Test Rider shall thoroughly test ride all trails and trail features to ensure the specified riding experience, design, flow, rhythm, character, difficulty, and specifications are met.
7. Prior to construction, contractor shall contact all utility companies potentially involved in or having facilities on or near the site.
Contractor shall contact Blue Stakes 811 underground service alert program a minimum of two working days in advance of any excavation or grading work. Bike Park Design shall not be held liable for the existence or location of any underground utilities or other buried objects.
8. Completed bike park shall reflect professional workmanship in appearance, quality, and attention to detail. Trails and features shall be well integrated into site, aesthetically pleasing in appearance, and well-shaped, crafted, and finished according to commonly accepted best practices for high quality and sustainable mountain biking trails. Work must be completed to the satisfaction of the Owner's Representative.
9. The Trail Contractor shall be responsible for fine grading and positive drainage away from all trails and trail features. No ponding of surface water shall be on or adjacent to trail surface. During construction, additional drainage methods may be necessary by Contractor to promote positive site drainage. All drainage methods, devices and locations shall be employed in accordance with professional trail building standards and approval by Owner's Representative.
10. Fill needed for construction of trails and features may be generated during trail excavation, borrowed from surrounding landscape where appropriate, borrowed from onsite stockpiles, or imported when necessary. Material shall be uncontaminated and free of organic material, trash, and other objects. Fill material shall be screened to 4”, placed, graded, and compacted by Contractor in a manner that will support the intended use.
11. The intent of the Cap material is to cover the existing Fill soils with minimum 4” layer of professionally-finished surface that facilitates drainage, compacts well, and accommodates riders in reasonably variable wet & dry conditions. 3/8" minus screened mix consisting of 60% sand, 20% clay, 15% silt and 5% gravel; or similar alternative to be approved by Owner's Representative. Refer to soils specifications for additional information.
12. For all Fill & Cap materials specified, it shall be understood and agreed that quantities listed are estimated only and may be increased or decreased on a unit cost basis as needed to meet feature specifications.
13. All trails and features shall be compacted to 90% modified proctor density in a manner that will support the intended use.
14. Imported boulder and rock materials shall be consistent with or match onsite materials. To be approved by Owner's Representative.
TRAIL
LAVA FIELD PATH
XC NICA LOOP TRAIL
SEE: BP2.1
XC NICA LOOP TRAIL
SEE: BP2.2
TRAIL SIGNAGE, TYP
18" HDPE CORRUGATED DRAIN PIPE,
TYP. (APPROX. 46 LF TOTAL)
SEE: 8/BP3.3
30201050 50
3.30.2018
C I
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S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
FEATURE PARK
ENLARGEMENT
NOTES - GRAVITY JUMP TRAILS
FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
1 1 BP3.0 DIRT BERM 4 26 8 12
2 5 BP3.1 STEP DOWN JUMP 4 24 10 45
3 3 BP3.0 DIRT TABLE TOP 4 24 10 -
4 1 BP3.0 DIRT BERM 4 18 8 15
5 3 BP3.4 KICKER RAMP 5 9 4 -
6 4 BP3.1 DIRT TABLE LANDING 5 24 10 -
7 3 BP3.4 KICKER RAMP 5 9 4 -
8 4 BP3.1 DIRT TABLE LANDING 5 24 10 -
9 2 BP3.0 DIRT ROLLER 4 18 8 -
10 3 BP3.4 KICKER RAMP 5 9 4 -
11 4 BP3.1 DIRT TABLE LANDING 5 24 10 -
12 3 BP3.4 KICKER RAMP 5 9 4 -
13 4 BP3.1 DIRT TABLE LANDING 5 24 10 -
14 1 BP3.0 DIRT BERM 5 18 8 15
15 5 BP3.4 KICKER RAMP 6 12 4 -
16 1 BP3.5 WHALE TAIL 8 31 4 -
17 4 BP3.1 DIRT TABLE LANDING 8 24 10 -
18 5 BP3.4 KICKER RAMP 6 12 4 -
19 1 BP3.1 DIRT JUMP LANDING 6 24 18 -
20 4 BP3.5 CURVED WALL RIDE 8 30 4 24
21 5 BP3.4 KICKER RAMP 6 12 4 -
22 3 BP3.4 KICKER RAMP 5 9 4 -
23 1 BP3.1 DIRT JUMP LANDING 5 24 18 -
24 1 BP3.0 DIRT BERM 3 26 8 35
25 2 BP3.0 DIRT ROLLER 3 20 8 -
26 5 BP3.1 STEP DOWN JUMP 3 18 8 -
27 1 BP3.0 DIRT BERM 3 25 8 50
28 3 BP3.0 DIRT TABLE TOP 4 24 8 -
29 1 BP3.0 DIRT BERM 4 30 8 20
30 1 BP3.0 DIRT BERM 4 35 8 16
31 1 BP3.0 DIRT BERM 3 18 8 14
32 1 BP3.4 KICKER RAMP 4 8 4 -
33 4 BP3.1 DIRT TABLE LANDING 8 24 10 -
PLAN - GRAVITY JUMP TRAILS
NOTES - GRAVITY JUMP TRAILS (cont.)
FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
34 1 BP3.4 KICKER RAMP 4 8 4 -
35 1 BP3.0 DIRT BERM 3 14 8 25
36 3 BP3.4 KICKER RAMP 5 9 4 -
37 11 BP3.4 STEP UP BOX 3 21 4 -
38 1 BP3.1 DIRT JUMP LANDING 3 21 10 -
39 3 BP3.4 KICKER RAMP 5 9 4 -
40 1 BP3.0 DIRT BERM 4 15 8 20
41 2 BP3.0 DIRT ROLLER 3 18 8 -
42 3 BP3.0 DIRT TABLE TOP 3 18 8 -
43 1 BP3.0 DIRT BERM 3 26 8 30
44 5 BP3.1 STEP DOWN JUMP 3 22 8 -
45 1 BP3.0 DIRT BERM 4 17 8 20
46 3 BP3.0 DIRT TABLE TOP 3 18 10 -
47 1 BP3.0 DIRT BERM 3 24 8 20
48 3 BP3.0 DIRT TABLE TOP 3 32 8 -
49 5 BP3.2 A-FRAME 2 12 4 -
50 1 BP3.0 DIRT BERM 4 27 8 15
51 3 BP3.0 DIRT TABLE TOP 3 24 10 -
52 3 BP3.0 DIRT TABLE TOP 3 24 10 45
53 5 BP3.1 STEP DOWN JUMP 3 24 10 -
54 1 BP3.0 DIRT BERM 4 33 8 30
55 9 BP3.5 SLANT WALL RIDE 6 25 6 30
56 1 BP3.0 DIRT BERM 4 33 8 22
57 1 BP3.2 KICKER RAMP 3 7 4 -
58 4 BP3.1 DIRT TABLE LANDING 3 24 10 -
59 2 BP3.0 DIRT ROLLER 4 24 10 45
60 1 BP3.4 KICKER RAMP 4 12 4 -
61 4 BP3.1 DIRT TABLE LANDING 4 24 10 -
62 1 BP3.0 DIRT BERM 4 33 8 22
63 1 BP3.4 KICKER RAMP 4 8 4 -
64 1 BP3.1 DIRT JUMP LANDING 4 21 10 -
65 4 - 6 BP3.0 TRAIL, TYP - - - - TBD DEPENDING ON SITE SPECIFIC CONDITIONS
MATERIAL TABULATION
Beginner Trail Length: 1,253'
740 CY fill 150 CY cap
Intermediate Trail Length: 482' 630 CY fill
110 CY cap
Advanced Trail Length: 752' 850 CY fill
120 CY cap
LEGEND
SKILLS AREA
NICA LOOP
XC NICA LOOP TRAIL
SEE: BP2.2
TRAIL SIGNAGE, TYP
30201050 50
3.30.2018
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B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
FEATURE PARK
ENLARGEMENT
NOTES - FREERIDE & TECHNICAL LINE OPTIONS
FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
1 1 BP3.0 DIRT BERM 5 15 3 18
2 9 BP3.1 DOWNHILL ROCK GARDEN - 30 3 -
3 9 BP3.1 DOWNHILL ROCK GARDEN - 30 3 -
4 8 BP3.1 ROCK DROP 7 12 6 -
5 9 BP3.1 DOWNHILL ROCK GARDEN - 26 3 -
6 9 BP3.1 DOWNHILL ROCK GARDEN - 22 3 -
7 8 BP3.1 ROCK DROP 8 12 6 -
8 1 BP3.0 DIRT BERM 5 15 3 25
9 4 - 6 BP3.0 TRAIL, TYP - - - - TBD DEPENDING ON SITE SPECIFIC CONDITIONS
PLAN - FREERIDE & TECHNICAL LINE OPTIONS
MATERIAL TABULATION
Length: 843' 190 CY fill 25 CY cap
LEGEND
34 35
XC NICA LOOP TRAIL
SEE: BP2.2
KIDS / PRACTICE
SKILLS LOOP
PROGRESSIVE
DROP ZONE
BEGINNER GRAVITY
SKILLS TRAIL
30201050 50
3.30.2018
C I
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B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
FEATURE PARK
ENLARGEMENT
PLAN - PROGRESSIVE DROP ZONE & BEGINNER GRAVITY SKILLS TRAIL
NOTES - PROGRESSIVE DROP ZONE & BEGINNER GRAVITY SKILLS TRAIL
FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
1 7 BP3.0 ROCK GARDEN - 20 4 -
2 1 BP3.0 DIRT BERM 3 20 4 10
3 3 BP3.2 90 DEG TURN 4 24 2 -
4 1 BP3.0 DIRT BERM 3 20 4 8
5 2 BP3.0 DIRT ROLLER 2 15 4 -
6 1 BP3.0 DIRT BERM 3 29 4 12
7 1 BP3.0 DIRT BERM 3 27 4 11
8 1 BP3.0 DIRT BERM 3 16 4 15
9 1 BP3.0 DIRT BERM 3 8 4 11
10 1 BP3.0 DIRT BERM 3 13 4 11
11 5 BP3.2 A-FRAME 2 6 2 -
12 1 BP3.0 DIRT BERM 3 24 2 -
13 7 BP3.0 ROCK GARDEN - 20 4 -
14 7 BP3.0 ROCK GARDEN - 20 3 -
15 1 BP3.0 DIRT BERM 6 29 4 12
16 2 BP3.0 DIRT ROLLER 2 10 4 -
17 2 BP3.0 DIRT ROLLER 3 14 4 -
18 7 BP3.3 LOG RIDE - 30 2 -
19 7 BP3.0 ROCK GARDEN - 20 4 -
20 2 BP3.0 DIRT ROLLER 2 10 4 -
21 1 BP3.0 DIRT BERM 3 20 4 14
22 11 BP3.2 SINGLE ROLLER 2 18 2 -
23 1 BP3.0 DIRT BERM 3 11 4 10
24 1 BP3.0 DIRT BERM 3 12 4 26
25 3 BP3.0 DIRT TABLE TOP 3 12 4 -
26 1 BP3.0 DIRT BERM 3 9 4 10
27 3 BP3.0 DIRT TABLE TOP 3 12 4 -
28 1 BP3.0 DIRT BERM 3 13 4 15
29 3 BP3.2 90 TURN 4 24 2 -
30 7 BP3.0 ROCK GARDEN - 14 4 -
NOTES - PROGRESSIVE DROP ZONE & BEGINNER GRAVITY SKILLS TRAIL (cont) FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
31 7 BP3.0 ROCK GARDEN - 14 4 -
32 1 BP3.0 DIRT BERM 4 28 4 10
33 1 BP3.0 DIRT BERM 3 13 4 12
34 1 BP3.0 DIRT BERM 3 16 4 16
35 7 BP3.4 LADDER DROP 3 14 4 -
36 7 BP3.4 LADDER DROP 1 12 4 -
37 7 BP3.1 DROP LANDING 5 22 16 -
38 1 BP3.0 DIRT BERM 4 18 4 18
39 2 BP3.0 DIRT ROLLER 1 14 4 -
40 2 BP3.0 DIRT ROLLER 2 14 4 -
41 3 BP3.0 DIRT TABLE TOP 3 24 10 -
42 2 BP3.0 DIRT ROLLER 2 14 4 -
43 1 BP3.0 DIRT BERM 4 35 4 12
44 2 BP3.0 DIRT ROLLER 2 14 4 -
45 2 BP3.0 DIRT ROLLER 2 12 4 -
46 2 BP3.0 DIRT ROLLER 2 14 4 -
47 9 BP3.4 LADDER DROP 6 14 4 -
48 7 BP3.4 LADDER DROP 2 12 4 -
49 7 BP3.1 DROP LANDING 7 22 16 -
50 1 BP3.0 DIRT BERM 4 18 4 18
51 2 BP3.0 DIRT ROLLER 2 14 4 -
52 3 BP3.0 DIRT TABLE TOP 3 24 10 -
53 4 - 6 BP3.0 TRAIL, TYP - - - - TBD DEPENDING ON SITE SPECIFIC CONDITIONS
MATERIAL TABULATION
Prog Drop Zone Length: 876' 555 CY fill 90 CY cap
Gravity Skills Trail Length: 1,271'
300 CY fill 110 CY cap
LEGEND
11 12 13
'S
D
'S D
'S
D
'S D
'S
D
'S D
'S
D
XC NICA LOOP TRAIL
SEE: BP2.3
30201050 50
3.30.2018
C I
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B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
FEATURE PARK
ENLARGEMENT
PLAN - PUMP TRACKS & PUMP AND BUMP SKILLS LOOP
NOTES - PUMP TRACKS & PUMP AND BUMP SKILLS LOOP
FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
1 9 BP3.2 ROLLER CORNER 2 24 2 -
2 7 BP3.0 ROCK GARDEN - 15 4 -
3 2 BP3.0 DIRT ROLLER 1 14 4 -
4 1 BP3.0 DIRT BERM 2 11 4 15
5 7 BP3.0 ROCK GARDEN - 17 4 -
6 7 BP3.2 DOUBLE ROLLER 1 30 4 -
7 7 BP3.0 ROCK GARDEN - 24 4 -
8 1 BP3.0 DIRT BERM 2 10 4 30
9 7 BP3.3 LOG RIDE 5 30 2 -
10 1 BP3.0 DIRT BERM 2 10 4 30
11 7 BP3.0 ROCK GARDEN - 15 4 -
12 3 BP3.3 SPLIT DECISION 2 47 3 -
13 7 BP3.0 ROCK GARDEN - 15 4 -
14 2 BP3.0 DIRT ROLLER 2 14 4 -
15 2 BP3.0 DIRT ROLLER 2 14 4 -
16 1 BP3.0 DIRT BERM 2 25 4 11
17 7 BP3.0 ROCK GARDEN - 15 4 -
18 1 BP3.0 DIRT BERM 2 18 4 15
19 1 BP3.0 DIRT BERM 3 13 4 15
20 2 BP3.0 DIRT ROLLER 3 14 4 -
21 2 BP3.0 DIRT ROLLER 3 14 4 -
22 5 BP3.2 A-FRAME 3 6 2 -
23 3 BP3.0 DIRT TABLE TOP 2 12 4 -
24 7 BP3.3 LOG RIDE - 25 2 -
25 7 BP3.0 ROCK GARDEN - 20 4 -
26 1 BP3.0 DIRT BERM 2 24 2 -
27 1 BP3.0 DIRT BERM 2 15 4 15
28 1 BP3.3 SNAKE LADDER 2 55 3 -
29 2 BP3.0 DIRT ROLLER 1 14 4 -
30 3 BP3.2 90 DEG TURN 1 24 2 -
31 1 BP3.0 DIRT BERM 2 15 4 20
32 5 BP3.3 ZIG ZAG SHORT 2 22 4 -
33 2 BP3.0 DIRT ROLLERS (2) 1 21 4 -
34 1 BP3.0 DIRT BERM 1 17 4 15
35 2 BP3.0 DIRT ROLLER 3 14 4 -
36 1 BP3.0 DIRT BERM 3 30 4 10
37 2 BP3.0 DIRT ROLLERS (3) 1 30 4 -
38 1 BP3.0 DIRT BERM 3 27 4 10
39 2 BP3.0 DIRT ROLLERS (3) 1 30 4 -
40 8 BP3.0 DIRT PLATFORM 3 30 4 10
NOTES - PUMP TRACKS & PUMP AND BUMP SKILLS LOOP (cont) FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
41 2 BP3.0 DIRT ROLLERS (4) 1 48 4 -
42 1 BP3.0 DIRT BERM 3 14 4 25
43 2 BP3.0 DIRT ROLLERS (3) 1 31 4 -
44 1 BP3.0 DIRT BERM 3 25 4 10
45 2 BP3.0 DIRT ROLLERS (2) 1 24 4 -
46 1 BP3.0 DIRT BERM 3 23 4 10
47 2 BP3.0 DIRT ROLLERS (3) 1 33 4 -
48 8 BP3.0 DIRT PLATFORM 3 - - -
49 2 BP3.0 DIRT ROLLERS (4) 2 50 4 -
50 3 BP3.0 DIRT TABLE TOP 3 20 4 -
51 2 BP3.0 DIRT ROLLERS (2) 2 23 4 -
52 1 BP3.0 DIRT BERM 4 15 4 10
52 2 BP3.0 DIRT ROLLER 2 14 4 -
54 8 BP3.0 DIRT PLATFORM 4 - - -
55 2 BP3.0 DIRT ROLLERS (3) 2 30 4 -
56 1 BP3.0 DIRT BERM 4 20 4 8
57 2 BP3.0 DIRT ROLLERS (2) 2 20 4 -
58 1 BP3.0 DIRT BERM 4 10 4 15
59 1 BP3.0 DIRT BERMS (2) 2 25 4 10
60 2 BP3.0 DIRT ROLLERS (3) 4 30 4 -
61 1 BP3.0 DIRT BERM 4 10 4 15
62 2 BP3.0 DIRT ROLLERS (3) 2 30 4 -
63 2 BP3.0 DIRT ROLLERS (5) 2 56 4 -
64 1 BP3.0 DIRT BERM 4 23 4 10
65 2 BP3.0 DIRT ROLLERS (3) 2 33 4 -
66 1 BP3.0 DIRT BERM 4 25 4 10
67 2 BP3.0 DIRT ROLLERS (2) 2 20 4 -
68 1 BP3.0 DIRT BERM 4 15 4 10
69 2 BP3.0 DIRT ROLLERS (3) 2 40 4 -
70 3 BP3.0 DIRT TABLE TOP 3 24 4 -
71 2 BP3.0 DIRT ROLLERS (2) 2 40 4 -
72 1 BP3.0 DIRT BERM 4 26 4 11
73 1 BP3.0 DIRT BERM 4 22 4 10
74 2 BP3.0 DIRT ROLLERS (2) 2 20 4 -
75 1 BP3.0 DIRT BERM 4 20 4 9
76 2 BP3.0 DIRT ROLLERS (2) 2 20 4 -
77 1 BP3.0 DIRT BERM 4 12 4 10
78 1 BP3.0 DIRT BERM 4 25 4 9
79 2 BP3.0 DIRT ROLLERS (4) 2 50 4 -
80 7 BP3.0 ROCK GARDEN (2) - 24 4 -
81 4 - 6 BP3.0 TRAIL, TYP - - - - TBD DEPENDING ON SITE SPECIFIC CONDITIONS
MATERIAL TABULATION
Beginner Track Length: 431'
435 CY fill 65 CY cap
Intermediate Track Length: 847'
820 CY fill 130 CY cap
Pump & Bump Loop Length: 1,995'
110 CY fill 40 CY cap
LEGEND
+3
+3
+4
+3
10" NON-PERFORATED
DRAIN TILE PIPE, TYP.
(APPROX. 150 LF TOTAL)
SEE: 8/BP3.3
30201050 50
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
FEATURE PARK
GRADING
ENLARGEMENT
GRADING & DRAINAGE PLAN - PUMP TRACKS
LEGEND
8 3
XC NICA LOOP TRAIL
SEE: BP2.3
TRAIL SIGNAGE, TYP
+7
+5
+3
+7
+5
+7
+5
+7
+5
30201050 50
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
FEATURE PARK
ENLARGEMENT
PLAN - DIRT JUMP ZONE
NOTES - DIRT JUMP ZONE
FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
1 2 BP3.0 DIRT ROLLER 2 12 10 -
2 10 BP3.1 HIP STEP DOWN 3 25 10 25
3 1 BP3.0 DIRT BERM 4 15 10 15
4 1 BP3.0 DIRT BERM 3 15 10 15
5 3 BP3.4 KICKER RAMP 5 9 4 -
6 1 BP3.1 DIRT JUMP LANDING 7 28 18 -
7 5 BP3.1 STEP DOWN JUMP 4 25 10 25
8 3 BP3.4 KICKER RAMP 5 9 4 -
9 1 BP3.1 DIRT JUMP LANDING 7 35 18 -
10 1 BP3.0 DIRT BERM 3 15 10 15
11 10 BP3.1 HIP STEP DOWN 5 25 10 25
12 5 BP3.4 KICKER RAMP 6 12 4 -
13 1 BP3.1 DIRT JUMP LANDING 7 28 18 -
14 5 BP3.4 KICKER RAMP 6 12 4 -
15 1 BP3.0 DIRT BERM 4 20 10 15
16 1 BP3.1 DIRT JUMP LANDING 7 28 18 -
17 1 BP3.0 DIRT BERM 3 15 10 15
18 1 BP3.0 DIRT BERM 4 28 4 15
19 1 BP3.0 DIRT BERM 3 25 10 -
20 3 BP3.1 DIRT JUMP 4 25 10 -
21 3 BP3.1 DIRT JUMP 4 12 4 -
22 1 BP3.4 KICKER RAMP 4 12 4 -
23 2 BP3.0 DIRT ROLLER 3 13 10 -
24 3 BP3.4 KICKER RAMP 5 9 4 -
25 3 BP3.4 KICKER RAMP 5 9 4 -
26 1 BP3.2 KICKER RAMP 3 7 4 -
27 3 BP3.1 DIRT JUMP 3 12 4 -
28 3 BP3.1 DIRT JUMP 3 12 4 -
29 1 BP3.2 KICKER RAMP 3 7 4 -
30 1 BP3.2 KICKER RAMP 3 7 4 -
NOTES - DIRT JUMP ZONE (cont) FEATURE # DETAIL # SHEET # TYPE HEIGHT (FT) LENGTH (FT) WIDTH (FT) RADIUS (FT) NOTES
31 1 BP3.1 DIRT JUMP LANDING 4 28 18 -
32 1 BP3.2 KICKER RAMP 3 7 4 -
33 1 BP3.1 DIRT JUMP LANDING 4 28 18 -
34 1 BP3.0 DIRT BERM 4 15 10 15
35 1 BP3.0 DIRT BERM 3 15 10 15
36 1 BP3.4 KICKER RAMP 4 8 4 -
37 1 BP3.1 DIRT JUMP LANDING 4 28 18 -
38 1 BP3.4 KICKER RAMP 4 8 4 -
39 1 BP3.1 DIRT JUMP LANDING 3 28 18 -
40 1 BP3.0 DIRT BERM 3 28 4 15
41 7 BP3.0 ROCK GARDENS - 60 4 -
42 4 - 6 BP3.0 TRAIL, TYP - - - - TBD DEPENDING ON SITE SPECIFIC CONDITIONS
MATERIAL TABULATION
Beginner Line Length: 778'
565 CY fill 45 CY cap
Intermediate Line Length: 392'
610 CY fill 65 CY cap
Advanced Line Length: 446'
775 CY fill 90 CY cap
LEGEND
N O
R
TH
S T
XC NICA LOOP TRAIL
XC FLOW / TECH LOOP TRAIL
6040200 100
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
LOOP TRAIL
PLAN
PLAN - XC FLOW / TECH LOOP TRAIL (ZONE 1)
M
AT
C H
LI
N
E
- S
EE
B
P2 .2
FEATURE PARK
GRAVITY JUMP TRAILS
SEE: BP1.1
LEGEND
SS
SS
SS
W
W
W
'S
D
'S D
'S
D
XC NICA LOOP TRAIL
XC FLOW / TECH LOOP TRAIL
6040200 100
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
LOOP TRAIL
PLAN
PLAN - XC FLOW / TECH LOOP TRAIL (ZONE 2)
M
AT
C H
LI
N
E
- S
EE
B
P2 .1
M
AT
C H
LI
N
E
- S
EE
B
P2 .3
FEATURE PARK
PROGRESSIVE DROP ZONE & BEGINNER GRAVITY SKILLS TRAIL
SEE: BP1.3
FEATURE PARK
PUMP TRACKS & PUMP AND BUMP SKILLS LOOP
SEE: BP1.4
FEATURE PARK
GRAVITY JUMP TRAILS
SEE: BP1.1
FEATURE PARK
FREERIDE & TECHNICAL LINE OPTIONS
SEE: BP1.2
LEGEND
N O
R
TH
S T
N. 2400 W. / LAVA FLOW DR
XC NICA LOOP TRAIL
XC NICA LOOP TRAIL
6040200 100
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
LOOP TRAIL
PLAN
PLAN - XC FLOW / TECH LOOP TRAIL (ZONE 3)
M
AT
C H
LI
N
E
- S
EE
B
P2 .2
M
AT
C H
LI
N
E
- S
EE
B
P2 .4
FEATURE PARK
DIRT JUMP ZONE
SEE: BP1.5
FEATURE PARK
PUMP TRACKS & PUMP AND BUMP SKILLS LOOP
SEE: BP1.4
LEGEND
N O
R
TH
S T
TUWEAP DRIVE
SAND
HOLLOW
AQUATIC
CENTER
SAND HOLLOW WASH
XC NICA LOOP TRAIL
XC NICA LOOP TRAIL
6040200 100
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
LOOP TRAIL
PLAN
PLAN - XC FLOW / TECH LOOP TRAIL (ZONE 4)
M
AT
C H
LI
N
E
- S
EE
B
P2 .3
M
AT
C H
LI
N
E
- S
EE
B
P2 .5
LEGEND
NICA LOOPMATCHLINE - SEE BP2.6
W
ES
T
SU
NS
ET
B O
UL
EV
AR
D
SAND
HOLLOW
AQUATIC
CENTER
N O
R
TH
S T
TUWEAP DRIVE
XC NICA LOOP TRAIL
EXISTING CULVERT
6040200 100
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
LOOP TRAIL
PLAN
PLAN - XC FLOW / TECH LOOP TRAIL (ZONE 5)
M
AT
C H
LI
N
E
- S
EE
B
P2 .4
LEGEND
SKILLS AREA
MATCHLINE - SEE BP2.6
SAND
HOLLOW
AQUATIC
CENTER
N. 2400 W. / LAVA FLOW DR
XC NICA LOOP TRAIL
6040200 100
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
LOOP TRAIL
PLAN
PLAN - XC FLOW / TECH LOOP TRAIL (ZONE 5)
LEGEND
SKILLS AREA
NICA LOOP
MATCHLINE - SEE BP2.4 M
AT
C H
LI
N
E
- S
EE
B
P2 .5
NATURALLY FEATHER FEATURE EDGE TO BLEND WITH
SURROUNDING TERRAIN. REVEGETATE ALL DISTURBED AREAS.
TRAIL RADIUS VARIES PER PLAN
TRAIL EDGE , TYP.
MAX SLOPE = 1:1
SECTION
TRAIL SURFACING MIX PER SPECS
VARIES - PER PLAN.
PLAN VIEW
1 TRAIL SURFACING MIX PER SPECS
NATIVE SEED MIX ON UN-COMPACTED TOPSOIL
3 COMPACTED CLEAN FILL
4 NATURALLY FEATHER FEATURE EDGE TO BLEND WITH
SURROUNDING TERRAIN. REVEGETATE ALL DISTURBED AREAS.
MAX SLOPE = 1:1
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
SECTION VIEW
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
LENGTH VARIES - PER SCHEDULE
RADIUS
VARIES
4"
SECTION VIEW
MA
X
SL
OP
E
1:1
MAX SLOPE = 1:1
SECTIONVA
RI
ES
PE
R
PL
AN
PLAN VIEW
FEATURE HEIGHT VARIES PER SCHEDULE
NATURALLY FEATHER FEATURE EDGE TO BLEND WITH
SURROUNDING TERRAIN. REVEGETATE ALL DISTURBED AREAS.
TRAIL EDGE , TYP.
TRAIL SURFACING MIX PER SPECS
MA
X
SL
OP
E
1:1
MAX SLOPE = 1:1
FEATURE HEIGHT VARIES PER SCHEDULE
NATURALLY FEATHER FEATURE EDGE TO BLEND WITH
SURROUNDING TERRAIN. REVEGETATE ALL DISTURBED AREAS.
TRAIL EDGE , TYP.
SECTION
TRAIL SURFACING MIX PER SPECS
VA
RI
ES
PE
R
PL
AN
PLAN VIEW
LENGTH VARIES - PER SCHEDULE
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
RADIUS
VARIES
SECTION VIEW
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
4"
WIDTH VARIES -
PER PLAN
2% SLOPE
4" 1'
1 TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
3 REVEGETATE ALL DISTURBED AREAS
1 TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
3 REVEGETATE ALL DISTURBED AREAS
WIDTH VARIES -
PER PLAN
2% SLOPE4"
1'
EL
EV
AT
ED
HE
IG
HT
VA
RI
ES
4 EXISTING GRADE
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL3
REVEGETATE ALL DISTURBED AREAS
EXISTING GRADE
2% SLOPE
1' 4"
MAX WIDTH VARIES -
PER PLAN
WIDTH VARIES -
PER PLAN
VA
RI
ES
PE
R
PL
AN
WIDTH VARIES -
PER PLAN
6" 1'
SE
CT
IO
N
1 TRAIL SURFACING MIX PER SPECS
CLUSTERED BOULDERS SET IN TRAIL - VARYING HEIGHTS & SIZES
3 REVEGETATE ALL DISTURBED AREAS
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
SECTION VIEW
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
WIDTH VARIES - PER PLAN
REVEGETATE ALL DISTURBED AREA AND NATURALIZED
SLOPES
1MAX
4" - 6" AMENDED TOPSOIL
1 DIRT BERM
DETAILS:
TYPICAL TRAIL
FEATURES
4 TRAIL SECTION TYP - AT GRADE
2 DIRT ROLLER 3 DIRT TABLE TOP
3.30.2018
C I
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G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
5 TRAIL SECTION TYP - ELEVATED 6 TRAIL SECTION TYP - CUT & FILL
7 ROCK GARDEN
8 DIRT PLATFORM
MA
X
SL
OP
E
1:1
MAX SLOPE = 1:1
SECTIONVA
RI
ES
PE
R
PL
AN
PLAN VIEW
FEATURE HEIGHT VARIES PER SCHEDULE
NATURALLY FEATHER FEATURE EDGE TO BLEND WITH
SURROUNDING TERRAIN. REVEGETATE ALL DISTURBED AREAS.
TRAIL EDGE , TYP.
TRAIL SURFACING MIX PER SPECS
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
4"
SECTION VIEW
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
LENGTH VARIES - PER SCHEDULE
RADIUS
VARIES
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
SECTION VIEW
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
LENGTH VARIES - PER SCHEDULE
PLAN VIEW
MA
X
SL
OP
E
1:1
MAX SLOPE = 1:1
FEATURE HEIGHT VARIES PER SCHEDULE
NATURALLY FEATHER FEATURE EDGE TO BLEND WITH
SURROUNDING TERRAIN. REVEGETATE ALL DISTURBED AREAS.
TRAIL EDGE , TYP.
TRAIL SURFACING MIX PER SPECS
SECTION
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
SECTION VIEW
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
LENGTH VARIES - PER SCHEDULE
RADIUS
VARIES
SECTION VIEW
LENGTH VARIES - PER SCHEDULE
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
RADIUS
VARIES
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
SECTION VIEW
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
LENGTH VARIES - PER SCHEDULE
KICKER RAMP PER NOTES3
LENGTH VARIES - PER SCHEDULE
TRAIL SURFACING MIX PER SPECS
COMPACTED CLEAN FILL
SECTION VIEW
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
4"
KICKER RAMP PER NOTES3
LADDER DROP
TRAIL SURFACING MIX PER SPECS
SECTION VIEW
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
COMPACTED CLEAN FILL3
LENGTH VARIES - PER SCHEDULE
EXISTING CLIFF BAND FEATURE
TRAIL SURFACING MIX PER SPECS
SECTION VIEW
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
COMPACTED CLEAN FILL3
IMPROVE TRAIL TREAD TRANSITION TO ROCK4
LENGTH VARIES - PER SCHEDULE
EXISTING BOULDERS POSITIONED
FOR ROLLABLE DESCENT
TRAIL SURFACING MIX PER SPECS
SECTION VIEW
4"
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
COMPACTED CLEAN FILL3
IMPROVE TRAIL TREAD TRANSITION TO ROCK4
EXISTING CLIFF BAND FEATURE5
LENGTH VARIES - PER SCHEDULE
LENGTH VARIES - PER SCHEDULE
HE
IG
HT
V
AR
IE
S
PE
R
SC
HE
DU
LE
DIRECTION OF BIKE RIDER1
2 REVEGETATE ALL DISTURBED
AREA AND NATURALIZED
SLOPES
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
2 DIRT DOUBLE ROLLER
DETAILS:
TYPICAL TRAIL
FEATURES
4 DIRT TABLE TOP LANDING
3 DIRT JUMP
6 STEP UP JUMP5 DIRT STEP DOWN JUMP
1 DIRT JUMP LANDING
7 DIRT DROP LANDING 8 ROCK DROP 9 DOWNHILL ROCK GARDEN 10 HIP STEP DOWN - PERSPECTIVE DIAGRAM
3.30.2018
I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
1 KICKER RAMP (3') - VIEW
DETAILS:
PREFAB FEATURES
2 KICKER RAMP (3') - DETAIL 3 90 TURN - VIEW 4 90 TURN - DETAIL
5 A-FRAME - VIEW 6 A-FRAME - DETAIL 7 DOUBLE ROLLER - VIEW 8 DOUBLE ROLLER - DETAIL
9 ROLLER CORNER - VIEW 10 ROLLER CORNER - DETAIL 11 SINGLE ROLLER - VIEW 12 SINGLE ROLLER - PLAN
SECTION SECTION - LONGITUDINAL
HARDWOOD TIMBER SAWN FLAT ON TOP AND BOTTOM.
SCORE TOP SURFACE FOR TRACTION.
COMPACTED CRUSHED 1" GRAVEL BASE2
NATURALLY FEATHER FEATURE EDGE TO BLEND WITH
SURROUNDING TERRAIN. REVEGETATE ALL
DISTURBED AREAS.
COMPACTED CLEAN FILL4
LENGTH VARIES - PER SCHEDULE12" MIN
6"
J-HOOK REBAR GROUND STAKES5
6"
TRAIL SURFACING MIX PER SPECS6
DRAIN PIPE PER PLAN
ROCK ARMORING AROUND PIPE INLET AND OUTLET
SECTION VIEW
RIPRAP CATCHMENT BASIN WITH
ANGULAR, INTERLOCKING 6-24" DIAMETER ROCK
3.30.2018
C I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
1 SNAKE LADDER - VIEW
DETAILS:
PREFAB FEATURES
2 SNAKE LADDER - DETAIL 3 SPLIT DECISION - VIEW 4 SPLIT DECISION - DETAIL
5 6ZIG-ZAG SHORT - VIEW ZIG-ZAG SHORT - DETAIL 7 LOG RIDE
8 DRAIN PIPE
I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
1 KICKER RAMP (4') - VIEW
DETAILS:
PREFAB FEATURES
2 KICKER RAMP (4') - DETAIL 3 KICKER RAMP (5') - VIEW 4 KICKER RAMP (5') - DETAIL
5 6 7 LADDER DROP (2') - VIEW 8 LADDER DROP (2') - DETAIL
9 10 11 STEP UP BOX - VIEW 12 STEP UP - DETAIL
KICKER RAMP (6') - VIEW KICKER RAMP (6') - DETAIL
LADDER DROP (6') - VIEW LADDER DROP (6') - DETAIL
I
S
T
G
E O
R G
E
B i c y c l e
S k i l l s
P a r k
L a y o u t a n d
D e s i g n
S t
G e o r g e
U t a h www.FlowRideConcepts.com
St. George 175 East 200 North
St. George, UT 84770 435-627-4000
BID SET
1 WHALE TAIL - VIEW
DETAILS:
PREFAB FEATURES
2 WHALE TAIL - DETAIL 3 WHALE TAIL - VIEW 2 4 CURVED WALL - DETAIL
5 CURVED WALL - DETAIL 6 HAMMOCK FEATURE - VIEW 1 7 HAMMOCK FEATURE - VIEW 2 8 HAMMOCK FEATURE - DETAIL
9 SLANT WALL - VIEW 10 SLANT WALL - DETAIL
| Sheets and Views |
| Repairs_2026-CV-1 |
| f8299822-2555-4c3f-a8f1-e7f46dfd4a37.pdf |
| Sheets and Views |
| Repairs_2026-PN-1 |
| 32f17980-bd68-4560-9bd9-0635c65370ed.pdf |
| Sheets and Views |
| Repairs_2026-SP-1 |
| 41e190bc-5796-4b14-bb79-372b1e3ae66b.pdf |
| Sheets and Views |
| Repairs_2026-SP-2 |
| 63467605-0de0-4135-8973-80e5842aea29.pdf |
| Sheets and Views |
| Repairs_2026-SP-3 |
| 4d456823-e5b4-46e0-bf13-84bd98b553c0.pdf |
| Sheets and Views |
| Repairs_2026-SP-4 |
| 9f84a1b0-9b20-405d-a5d3-584f9441ff4d.pdf |
| Sheets and Views |
| Repairs_2026-SP-5 |
| 8371812c-d4f4-4e97-ad3e-26f2aa5f8864.pdf |
| Sheets and Views |
| Repairs_2026-SP-6 |
| 70007d40-09b4-4328-825b-d5c27f5315c1.pdf |
| Sheets and Views |
| Repairs_2026-SPD-1 |
| 64703950-b68b-4250-b5f9-8ec18d3af6af.pdf |
| Sheets and Views |
| CV-1 |
| Repairs_2023-PN-1.pdf |
| Sheets and Views |
| PN-1 |
| Repairs_2023-SP-6.pdf |
| Sheets and Views |
| SP-6 |
| Repairs_2023-SP-5.pdf |
| Sheets and Views |
| SP-5 |
| Repairs_2023-SP-4.pdf |
| Sheets and Views |
| SP-4 |
| Repairs_2023-SP-3.pdf |
| Sheets and Views |
| SP-3 |
| Repairs_2023-SP-2.pdf |
| Sheets and Views |
| SP-2 |
| Repairs_2023-SP-1.pdf |
| Sheets and Views |
| SP-1 |
| FlowRide Concepts_3-30-2018.pdf |
| BP1.0 |
| BP1.1 |
| BP1.2 |
| BP1.3 |
| BP1.4 |
| BP1.4a |
| BP1.5 |
| BP2.1 |
| BP2.2 |
| BP2.3 |
| BP2.4 |
| BP2.5 |
| BP2.6 |
| BP3.0 - DETAILS |
| BP3.1 - DETAILS |
| BP3.2 - DETAILS |
| BP3.3 - DETAILS |
| BP3.4 - DETAILS |
| BP3.5 - DETAILS |
File details come from the government source that posted it. Updated .