Proposed Pump Track Concepts

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Council invite all residents to participate in an essential community engagement process regarding the proposed bike pump track at Glen Willow.

About Glen Willow Regional Sports Complex:
Situated to the north of the Mudgee township, NSW, Glen Willow Regional Sports Complex is a comprehensive sporting facility catering to both competitive athletes and recreational enthusiasts. The complex offers a diverse range of sporting amenities and includes an off-leash dog area.

The Proposed Bike Pump Track:
We are pleased to present the proposed concept designs for the bike pump track, which will serve as a hub for BMX enthusiasts and riders of all levels. The designated site for the Pump/Jump park is located south of the Glen Willow facility, ensuring convenient access from the township via a bridge and park across the picturesque Cudgegong River.

Review the Glen Willow Proposed Concepts document to gain insight into the potential designs for the bike pump track.

Glen Willow Proposed Concepts(PDF, 16MB)

How to Participate:

  1. Onsite Community Consultation: Join us in person for an onsite consultation event on Wednesday, 13 September, from 4:00 PM to 5:00 PM at the proposed construction site. This is a fantastic opportunity to engage directly with Council representatives and provide your feedback.

  2. Online Survey: To ensure everyone has a chance to contribute.

Concept 1

The Glenwillow Pump/Jump park, Concept 1 has been designed to maintain interest. Dirtz experience has established that pumptracks solely focused on pumping alone, gain

interest when first opened then see significantly reduced attendance as time passes. The result being a facility that represents poor investment. This is simply because ‘rolling

around a loop’ is only going to be fun for so long. Generally children will continue to attend a facility if it continues to challenge them or offers the opportunity to place

something on Instagram or other social media platforms. Even the simplest of Table top jumps still offer the opportunity for a young novice rider to safely get their wheels in the

air. Additionally we have found that too many corners quickly lead to reduce attendance at a facility. Especially 180 degree corners., This can be attributed to the fact that only a

small number of riders can corner and maintain or gain speed whilst doing so, it also doesn’t offer the chance to get their wheels in the air as easily (unless part of a transfer

section).

The design aims to appeal to the widest possible audience whilst still addressing the key points we know create a successful facility that will maintain interest over time.

The Pump/Jump park is separated into separate runs:

◦ Junior area - at front of facility

◦ Intermediate run

◦ Expert run (at back of facility); and

◦ Common return rhythm line

Riders can change from Intermediate to Expert and back utilising transfer areas

Average treadpath width is 2.0m with transfer areas being wider

Drainage is proposed to be surface utilising header walls and naturally landscaped swales

Concept 1.PNG

 

Concept 2

The Glenwillow Pump/Jump park, Concept 2, like Concept 1 has been designed to maintain interest. However the Junior area has ben placed at the front and centre of the facility

giving parents with younger riders an excellent view of their younger children. Whist the Expert run has been placed at the rear of the facility. Whilst Concept 2 is lesser in overall

length the addition of switchback sections between the Expert and intermediate runs allows for an increased number of options and transfers.

Once again the design aims to appeal to the widest possible audience whilst still addressing the key points we know create a successful facility that will maintain interest over time.

The Pump/Jump park is separated into separate runs:

◦ Junior area - at front of facility

◦ Intermediate run

◦ Expert run (at back of facility); and

◦ Common return rhythm line

Riders can change from Intermediate to Expert and back utilising transfer areas

Average treadpath width is 2.0m with transfer areas being wider

Drainage is proposed to be surface utilising header walls and naturally landscaped swales

Concept 2.PNG