advanced work · 5600–5700 block of W Wilshire Blvd (public right-of-way + typical commercial conditions), Los Angeles, CA 90036
Repair a heaved sidewalk panel with a permeable finish, 5665 W Wilshire block
This block carries some of the heaviest foot traffic in Mid-Wilshire over panels heaved by decades of roots and utility cuts; every failed panel is a fall risk and a hundred percent runoff. Repair to ADA grade, finish permeable. Standard: ADA + PROWAG (36 CFR 1190) — accessible public rights-of-way (R302 pedestrian access routes, R304 curb ramps). Proof: permit + before/after level readings + infiltration test video + GPS Method (ADA + PROWAG (36 CFR 1190) — accessible public rights-of-way (R302 pedestrian access routes, R304 curb ramps).): 1. Measure and photograph each failed panel (lift, cross-slope, ponding); confirm the right-of-way permit and 811 locates before cutting. 2. Set cones/barricades and a pedestrian detour sized for commercial foot traffic; stay out of the traffic lane. 3. Remove the failed section with wet-cut dust controls; correct subgrade or root cause per the city arborist standard. 4. Place open-graded base and the permeable surface to ADA/PROWAG limits. 5. Verify slope/lippage with level photos, water-test infiltration, and close out the permit. Done when: permit + before/after level readings + infiltration test video + GPS
How this work is done
A documented method, so this packet comes out the same whoever does it. Typically 240–600 minutes. Method of record: Sidewalk panel repair with permeable finish per ADA/PROWAG surface requirements + EPA permeable pavement BMP, under municipal right-of-way permit — trained crew with wet-cut dust controls; assess→repair→verify
Bring
- right-of-way permit + traffic cones/barricades and signage
- wet-cut saw or grinder with water feed + vacuum (dust control), or paver lift/reset tools
- permeable paving material (permeable pavers/pervious mix) + bedding aggregate + compactor
- 2-ft level / smart level + measuring wheel + camera
Steps
- 1. ASSESS: measure and photograph each displaced/cracked panel (lift height, cross-slope, ponding), mark the repair extent, and confirm the right-of-way permit and utility locates (811) before any cutting.
- 2. Set up cones/barricades and a safe pedestrian detour; keep all work out of the traffic lane.
- 3. Remove or wet-cut the failed section with water-fed dust controls; excavate to the design subbase and correct the root or subgrade cause (root-prune only per the city arborist standard).
- 4. Place open-graded base and the permeable surface (pavers or pervious mix) to ADA/PROWAG slope and lippage limits; compact and edge.
- 5. VERIFY: check cross-slope ≤2% and vertical discontinuity ≤1/4 inch, water-test infiltration, photograph before/after from the same vantage, and close out the permit.
If it does not match the plan
- No utility locate (811) or no right-of-way permit -> STOP: do not cut.
- Any cutting/grinding without water-fed dust control -> STOP (respirable silica); wet methods or vacuum shroud are mandatory.
- Structural failure larger than a panel (undermining, sinkhole) -> document and route to the city engineer; do not patch over.
What counts as done
- Finished surface meets ADA/PROWAG: cross-slope ≤2%, lippage ≤1/4 inch (level photos)
- Water-test photo/video shows infiltration through the permeable section (no ponding)
- Before/after photos from matching vantage + permit close-out reference
- Pedestrian detour maintained for the whole work window (setup photo)
Proof is measured against these, not judged by taste.
Claiming is free. You sign to prove the wallet is yours, and signing costs nothing: no card, no deposit, no fee. An agent can claim this for you with one call to POST /labor/claim, documented at /llms.txt.
Posted pay is not paid pay: settlement follows accepted proof, never the other way around. Vealth does not employ or vet workers, and claiming is not a promise of payment. See how proof and receipts work.