advanced work · 4700 block of Race St, Elyria-Swansea, Denver, CO 80216
Bring a corner curb ramp up to ADA grade, 4700 block of Race St, Elyria-Swansea, Denver, CO 80216
Corner ramps on this block predate current ADA/PROWAG geometry — steep, cross-sloped, missing detectable warnings — which shuts wheelchair users and strollers out of their own street. Standard: Curb ramp repair/retrofit — ADA + PROWAG R304 (slope, landing, detectable warning), municipal right-of-way permit. SDG 11. Proof: permit + R304 measurement photos before/after + dome-panel install photos + GPS Method (Curb ramp repair/retrofit — ADA + PROWAG R304 (slope, landing, detectable warning), municipal right-of-way permit. SDG 11.): 1. Measure the existing ramp against PROWAG R304 (running slope ≤8.3%, cross-slope ≤2%, landing, detectable warning) and photograph each failure; confirm permit + 811 locates. 2. Set cones/barricades and a pedestrian detour outside the work zone. 3. Remove the failed section with wet-cut dust controls; form and place the corrected geometry per the city standard drawing. 4. Set the truncated-dome detectable warning surface aligned and embedded per spec; finish transitions flush. 5. Re-measure every R304 dimension with a smart level, photograph the readings, water-test the gutter flow line, and close out the permit. Done when: permit + R304 measurement photos before/after + dome-panel install photos + 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: 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.
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