Alcove a Craftpine practice
520 Barton · an unattended-retail feasibility study4 min

08
Site circulation

Plan-view aerial of the lot and intersection: lane arrows, curb cuts, and the aisle geometry all legibleSite photography, the study's own archive. April 2025.

A walking customer cannot reach the rear structure without crossing the lot’s vehicle circulation. That caps what the building can hold. It is the narrowest finding in this study, a bound on one 240 square foot structure, and it is not the reason the program closed.

The lot’s vehicle circulation is fixed by its geometry. Dewitt carries the entries: two curb cuts, the first just south of the corner, the second further down, with a third cut on Barton. The strip west of the building is a gully with no vehicle path, so everything on wheels wraps the building’s north, east and south sides: the apron in front of the twin Barton-facing bays, the east corridor, and the rear lot. Vehicles queue on the apron in front of the bays at exactly the hours a walk-up store wants customers.

The rear structure stands at the south-west of the lot, on the far side of that vehicle plane from both sidewalks. Trace any pedestrian path from the Barton sidewalk or the Dewitt sidewalk to the rear structure and it crosses the vehicle circulation area; the gully rules out a third approach. The geometry offers no route that does not put a walking customer and a moving or queued vehicle in the same plane.

The circulation bound, drawn: the vehicle plane wraps the building on three sides, and every walking route to the rear structure crosses it.
Barton St EDewitt RdNo. 5203 baysrear structuresignalized intersection · 21,000+ vehicles/day as listed90 ft160 ftNexisting twin baysgully, no vehicle pathwalk-up, Barton sidewalk-up,Dewitt side× = walk-up route crosses the vehicle planeevery walk-up route to the rear structure crosses it
Fig. 8.1The circulation finding. Vehicle plane shaded: the north apron in front of the bays, the east corridor and the rear lot, entered from the two Dewitt cuts and the Barton cut; the strip west of the building is a gully with no vehicle path; walk-up approaches dashed; conflict points marked.Site-plan analysis from the 2007 Ontario Land Surveyor site plan of the parcel (on file), the study's aerial and ground photography (April 2025), and the owner-side account of the lot's circulation; schematic, approximate scale.
Ground-level view across the paved lot toward the rear of the service building, with the parking apron and fence line visible
Fig. 8.2The vehicle plane at ground level, from the rear lot looking north, April 2025. The courier truck is parked against the blank south wall. This is the plane a walking customer must cross.Site photography, the study's own archive.
Aerial view of the rear of the corner lot showing the service building, rear yard, and surrounding streets
Fig. 8.3The rear plane from above, April 2025. The rear structure and the lot area between it and both frontages.Site photography, the study's own archive.
The twin service bays on the building's Barton face, photographed straight-on from the apronThe building's blank south wall with vehicles parked against it
Fig. 8.4Both faces of the building, December 2024. Left: the twin Barton-facing bays, straight-on from the north apron. Right: the blank south wall, vehicles parked against it on the plane a walking customer must cross. Signage in both frames is the prior tenant’s.Site photography, the study's own archive.
The small rear structure with its roll-up door, the parked vehicles and service building behind it
Fig. 8.5The subject itself, December 2024: the 12 by 20 foot rear structure at the lot’s south-west, with the parking row, the rear apron, and the building’s south face behind it. Everything between the structure and either sidewalk is the vehicle plane of Fig. 8.1.Site photography, the study's own archive.

What the geometry caps

The consequence is a cap, not a demolition: in the lot’s current configuration, rear-structure uses that require the public to walk in are out. Uses that do not, such as storage, service functions, or equipment, are unaffected. A customer-facing use sited in that structure would have to move the vehicle plane, the walking route, or the store.

All three are engineerable, and the standing to attempt them was already in hand: the property is held by an entity related to the practice’s principal, as disclosed on the cover, and the rear structure and the lot area in front of it sit outside the leased premises. Re-routing circulation was a question of cost and sequencing.

It was also not the question that decided anything. The platform of chapter 06 is venue-independent by construction: the store could have been a non-producing store, on this lot or another or none, and the outcome would not have changed. What closed the program is in chapters 03 and 07 and Appendix D, where measured category demand sits below the model’s floor, total capital does not pay back inside the kill line, and better-funded operators have already run the experiment and lost. This chapter records a site bound. It is not the verdict.

Notes

  1. Analysis of the study site’s own plan geometry: lot and frontage dimensions from a 2007 Ontario Land Surveyor site plan of the parcel (on file) and as published at 520barton.com; bay positions and rear-structure position from the study’s aerial and ground photography, April 2025, orientation fixed by the source files’ camera-heading EXIF. The two Dewitt entrances and the gully are the owner side’s account of the property. The walk-up finding is the practice’s own site-plan analysis.
  2. The standing noted above: the rear structure and the lot area directly in front of it are outside the leased premises and under the owner side’s control. The lease is on file; its terms are not reproduced here. The practice’s principal is on the owner side, as disclosed on the cover.