Gateway 2 approval for Bristol PBSA: design and safety notes for project teams
Reviewed by Joe Ashwell

First reported on The Construction Index
30 Second Briefing
Gateway 2 approval from the Building Safety Regulator clears Watkin Jones to start a 201-bed, four-block high-rise PBSA scheme at Freestone Yards on Freestone Road in Bristol’s Temple Quarter, opposite the £500m Bristol Temple Quarter Enterprise Campus. The brownfield redevelopment, for a Moorfield Group–Tiger Developments joint venture and to be operated by Host, will comprise 65 ensuite clusters and 136 self-contained studios. Targeting BREEAM Excellent, the scheme is scheduled for completion in summer 2027, signalling tighter regulatory and viability constraints on new high-rise residential supply.
Technical Brief
- Four-block configuration and multi-occupancy layout trigger stringent life-safety, evacuation and compartmentation requirements.
- BREEAM Excellent target will drive low‑carbon materials, airtightness and thermal comfort alongside statutory safety obligations.
- Brownfield conditions at Freestone Yards imply additional ground investigation, contamination management and foundation risk control.
Our Take
Within our 735 Infrastructure stories, purpose-built student accommodation schemes of the scale of the University of Bristol’s £500m Temple Quarter regeneration are relatively rare, signalling that this is one of the more strategic campus-adjacent urban projects currently in the UK pipeline.
Gateway 2 approval from the Building Safety Regulator for Watkin Jones on Freestone Road suggests that contractors with early BSR-compliant PBSA experience may gain an advantage in bidding for other UK university-led schemes flagged under our Safety tag.
The mix of 65 ensuite clusters and 136 studios at Freestone Yards aligns with a pattern in our database where city-centre PBSA near major campuses, such as Bristol Temple Quarter, leans towards higher-density, self-contained units to manage both rental yield and operational energy performance targets.
Prepared by collating external sources, AI-assisted tools, and Geomechanics.io’s proprietary mining database, then reviewed for technical accuracy & edited by our geotechnical team.
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