Grind down a lifted sidewalk trip hazard lip, site 2, the public streets and grounds around Bailey County Courthouse, 300 South 1st Street, Muleshoe, TX 79347

A sidewalk panel near Bailey County Courthouse is lifted at a joint, leaving a lip too shallow to warrant a full panel repour but sharp enough to catch a shoe or a wheelchair caster.

Where

the public streets and grounds around Bailey County Courthouse, 300 South 1st Street, Muleshoe, TX 79347 · Open the map

Pay

$160 proposed

This packet is not funded yet, so this figure is a proposed price and not money waiting in escrow. If a buyer funds it, approved proof settles that price onchain. If nobody funds it, approved proof earns provable credit toward the work instead of cash. You see which before you claim, never after.

Proof

before after photos plus lip height measurement plus bevel angle confirm plus GPS

This is exactly what gets it approved. Nothing settles without it.

Level

advanced

Open until

2026-09-04

Posted by

0x034F…6c89

The creator wallet. Its signature is what approves proof and settles the wage.

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. 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. 2. Set up cones/barricades and a safe pedestrian detour; keep all work out of the traffic lane.
3. 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. 4. Place open-graded base and the permeable surface (pavers or pervious mix) to ADA/PROWAG slope and lippage limits; compact and edge.
5. 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

• Before photo with a ruler showing the lip height
• Wet cut grinding equipment photo (dust suppression method confirmed)
• After photo showing the ground bevel with the lip reduced to a safe ADA compliant transition
• Lip height measurement confirming the transition is within tolerance after grinding

Proof is measured against these, not judged by taste.