advanced work · the Hilmar Cheese Company Visitor Center corridor, 9001 North Lander Ave, Hilmar, CA 95324
Repair the broken curb ramp at the visitor center's public access point, the Hilmar Cheese Company Visitor Center corridor, 9001 North Lander Ave, Hilmar, CA 95324
The curb ramp at this public visitor destination's access point is cracked and non-compliant, forcing wheelchair users and stroller-pushing visitors into the roadway to reach the entrance. Standard: Documentation-and-coordination-only; severity tags minor|moderate|severe|critical Proof: before/after photos + slope measurement + surface-texture confirm + GPS Method (Community-coordination hazard survey (documentation + coordination only; severity-tagged), ~30-60 min): 1. Walk the corridor from a safe path; record a GPS waypoint at each hazard. 2. Photograph each hazard. 3. Classify the hazard type and assign a severity tag (minor|moderate|severe|critical). 4. Name the responsible handoff target (BID / city agency / utility). 5. Enter each hazard's type, severity, GPS, photo, and handoff target into the proof record; sign. Equipment: GPS phone, camera, hi-vis vest, severity-tag reference (minor|moderate|severe|critical) Done when: Each hazard photographed with a GPS waypoint; Severity tag assigned per hazard; Hazard type classified; Named handoff target per hazard
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: Curb ramp repair/retrofit to ADA + PROWAG R304 (slope, landing, detectable warning surface), under municipal right-of-way permit — trained crew with wet-cut dust controls; assess→repair→verify
Bring
- right-of-way permit + cones/barricades + pedestrian detour signage
- smart level / digital inclinometer + tape measure
- concrete tools + detectable warning surface (truncated dome) panel per city standard
- wet-cut saw with water feed (dust control)
Steps
- 1. ASSESS: measure the existing ramp against PROWAG R304 (running slope ≤8.3%, cross-slope ≤2%, landing, flush transition, detectable warning) and photograph each failure; confirm permit + utility locates before cutting.
- 2. Set up cones/barricades and a safe pedestrian detour outside the work zone.
- 3. Remove the failed ramp section with wet-cut dust controls; form and place the corrected ramp geometry per the city standard drawing.
- 4. Set the detectable warning surface (truncated domes) aligned and embedded per spec; finish transitions flush with the gutter.
- 5. VERIFY: re-measure every R304 dimension with the smart level, photograph readings + before/after from matching vantage, water-test the gutter flow line, and close out the permit.
If it does not match the plan
- No permit or no utility locate -> STOP: do not cut.
- Cutting without water-fed dust control -> STOP (respirable silica).
- Geometry cannot meet R304 within the existing footprint -> document and route to the city's ADA transition-plan engineer instead of pouring a non-compliant ramp.
What counts as done
- Measured running slope ≤8.3% and cross-slope ≤2% with level photos
- Detectable warning surface installed per standard (alignment + embed photos)
- Flush gutter transition verified (no lip >1/4 inch; water flows along the gutter line)
- Before/after photos + permit close-out reference
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.