Eugene RV park asphalt paving has to thread two constraints: a Lane County wet-season construction window that closes November through April, and a Class-A coach load spec that retail or apartment lot paving does not address. Owner-operators running Premier RV Resorts Eugene, Eugene Kamping World, Richardson Park near Fern Ridge, or any Lane County park that handles Class-A diesel pushers feel the consequence of an underspec'd pad within three to four years -- rutting at the wheel positions, slide-out binding on cross-slope drift, and pedestal-trench settlement creating ridges across pads. This article walks through what a Lane County RV park rebuild needs and what it costs in 2026.
Lane County Paving Window for an Active Park
Eugene's commercial asphalt window runs from late April through mid-October. Annual rainfall averages 46 inches, mostly October through April. Asphalt binder needs ambient temperature above 50 degrees F and dry conditions for proper compaction. For an RV park rebuild that takes multiple weeks of phased work, the practical scheduling reality is locking the contractor by January for a May or early June start.
Peak occupancy at most Lane County parks runs from Memorial Day through Labor Day, which conflicts with the paving window. The right scheduling pattern for a Eugene RV park is shoulder-season work in May or late September -- before or after the heavy occupancy weeks -- to minimize guest displacement. The Eugene church paving project notes cover related Lane County shoulder-season scheduling discipline for assembly-use sites.
Class-A Coach Wheel-Load Mix Design
A Class-A motorhome carries axle weights in the 12,000 to 22,000 pound range -- significant static load over a single tire footprint for days at a time. The right structural section under a Class-A RV pad is 3 to 4 inches of asphalt over 8 to 12 inches of compacted aggregate base, with the wearing course mix specified as PG 64-22 minimum and PG 70-22 preferred for high-volume parks.
Lane County's wet-season subgrade conditions mean the aggregate base often needs deeper compaction or geotextile fabric reinforcement at sites with high seasonal water tables. Premier RV Resorts and other Willamette-floor parks have specific subgrade conditions that the contractor should investigate during the pad walk. See Oregon asphalt cost benchmarks for the broader cost frame.
1 Percent Max Cross-Slope Level-Pad Spec
RV manufacturers spec leveling jacks for a maximum cross-slope of 1 percent (roughly 1/8 inch per foot). Beyond that, slide-outs may bind, leveling jacks may not reach their stops, and the refrigerator gas-burner cycling can fault on the slope drift. A pad that paves to a 2 percent cross-slope -- normal for retail parking drainage -- is a failed RV pad. Drainage on a level-pad RV site has to be handled via longitudinal slope rather than cross-slope, shedding water to a sloped curb or swale at one end.
This spec is one of the most common failure modes on jobs awarded to retail-lot crews without RV-park experience. The owner-operator should confirm the contractor has spec'd level-pad cross-slope on prior RV-park work before signing.
Utility-Pedestal Trench Reinstatement
Each Eugene RV site has a utility pedestal carrying 50-amp electrical, 30-amp electrical, fresh water, sewer dump, and sometimes cable. Supply trenches run from the back of the pad to the pedestal location, crossing the pad at a perpendicular line. When the pad gets repaved, those trenches usually need utility work first -- replace old water lines, upgrade sewer cleanouts, run 50-amp upgrade conduit -- and then the trench has to be reinstated to match the pad section.
A trench reinstatement that does not match the structural section will settle within the first season, creating a ridge across the pad. Slide-out binding complaints from guests almost always trace back to a trench-reinstatement settlement. Our RV pad excavation guide covers the underlying excavation discipline in more depth.
Phased Work for an Active Lane County RV Park
Eugene RV parks running through the May-October window rarely shut for paving. Phased work is the standard playbook:
- Rotate guests out of one section of the park (typically 8 to 20 sites per phase).
- Mill and pave the empty section in a 2 to 4 day cycle.
- Allow 48 to 72 hours of cure before reopening the section to RV traffic.
- Coordinate utility crews to handle any pedestal upgrades during the same phase.
- Move to the next section.
Phased work adds 15 to 25 percent over a single-mobilization clean-sheet job. The right scheduling for Eugene RV parks is March through May (before peak summer occupancy) or mid-September through October (after peak). The Eugene parking lot striping work article covers similar phased-work scheduling discipline.
Industry Baseline Range for Eugene RV Park Paving
Pricing depends on site count, structural section, utility-pedestal trench work, and phasing intensity.
Industry Baseline Range
| Scope | Cost Per Sq Ft | Typical Total |
|---|---|---|
| Sealcoat plus crack-fill (clean lot) | $0.20 to $0.45 | $5,000 to $25,000 |
| Mill 2 inches, repave wearing course | $4.00 to $7.00+ | $40,000 to $200,000+ |
| Full structural rebuild (multi-site) | $8.00 to $14.00+ | $120,000 to $600,000+ |
| Utility-pedestal trench reinstatement | $20 to $60 per lf | $1,000 to $8,000 per pedestal |
Current Market Reality
Lane County RV park paving pricing in 2026 reflects fuel surcharges of 3 to 7 percent, polymer-modified binder upcharges for parks running heavier Class-A traffic, and the labor cost of phased work on active sites. A 30-site Eugene RV park that priced at $4.00 per square foot for a mill-and-overlay in 2019 commonly bids $5.50 to $7.00 today after structural section upgrade. Cojo's asphalt maintenance services handle the maintenance-cycle work between major repaves.
Coordinating With KOA and Good Sam Standards
Branded Eugene RV parks under KOA, Good Sam, or other franchise umbrellas often have brand standards review on structural rebuilds. Add 10 to 30 days for approval before the work scope locks. The right move at the front end is a coordination call with the owner-operator and the franchise contact to confirm spec, color, and any brand-specific finish requirements.
Talk to Cojo About Your Eugene RV Park
If you operate a Lane County RV park with rutting at the wheel positions, slide-out binding complaints from guests, or pedestal-trench settlement creating ridges across pads, the next step is a pad walk. We will measure cross-slope tolerance, document rutting patterns, walk the utility-pedestal layouts, and write a phased scope that hits the wet-season window and the occupancy calendar. To start, schedule a pad walk and we will be at the park within the week.