Earlier editions: 2026-07
Title 10 — Vehicles and Traffic
Lassen County Municipal Code Ch. 10.32 Miscellaneous Provisions
Lassen County Municipal Code · 2026-10 edition · updated 2026-10-04 · Lassen County
Cite as: Lassen County Municipal Code Chapter 10.32 · Text as of 2026-10-04
§ 10.32.010. Tractors with lugs prohibited.¶
It is unlawful to drive, use, tow, or operate any tractor with lugs or disks, or any other kind of machinery or equipment which will result in injury to the road surface, on any county road.
(Ord. 208 § 1, 1939)
§ 10.32.020. Petition for cattle guards—Made by whom.¶
Any ten freeholders, two of whom are residents of the road district in which the road affected is situated, and are taxable therein for road purposes, may petition the board to install, or permit to be installed, cattle guards at any particular place on or adjacent to a county road.
(Ord. 281 § 1, 1950)
§ 10.32.030. Petition for cattle guards—Notice of hearing.¶
Upon the filing of such petition, the board shall by order fix a day for hearing the petition and shall give notice to all freeholders in the road district of the time and place fixed for the hearing. The notice shall be given by publication in a newspaper of general circulation published in the county and designated in the order by the board, for at least two successive weeks prior to the day fixed for the hearing.
(Ord. 281 § 2, 1950)
§ 10.32.040. Petition for cattle guards—Hearing.¶
The board shall, on the day fixed for the hearing, or on the day to which the hearing is postponed orcontinued, hear the evidence offered by any party interested. Upon termination of the hearing the board may make its order to install or permit the installation of the cattle guards or deny the petition.
(Ord. 281 § 3, 1950)
§ 10.32.050. Minimum design standards for county road.¶
Minimum design standards for county roads shall be as follows:
| Design Feature | Traffic | Under 100 | Under 100 | 100 to 400 | 100 to 400 | 400 to 1000 | 400 to 1000 | Over 1000 | Over 1000 |
|---|---|---|---|---|---|---|---|---|---|
| Design Feature | Topography | Mini-mum * | Desirable | Mini-mum * | Desirable | Mini-mum * | Desirable | Mini-mum * | Desirable |
| Design Speed (mph) | Flat | 40 | 50 | 45 | 55 | 50 | 60 | 60 | 70 |
| Design Speed (mph) | Rolling | 30 | 30 | 35 | 45 | 40 | 50 | 50 | 60 |
| Design Speed (mph) | Mountainous | 20 | 25 | 25 | 35 | 30 | 40 | 40 | 50 |
| Radii (Ft.) (Min. & Desirable Min.) | Flat | 400 | 650 | 500 | 850 | 650 | 1000 | 1000 | 1500 |
| Radii (Ft.) (Min. & Desirable Min.) | Rolling | 275 | 400 | 350 | 525 | 400 | 650 | 650 | 1000 |
| Radii (Ft.) (Min. & Desirable Min.) | Mountainous | 100 | 250 | 150 | 325 | 250 | 400 | 400 | 650 |
| Grade (%) (Max. & Desirable Max.) | Flat | 7 | 4 | 7 | 5 | 6 | 5 | 4 | 3 |
| Grade (%) (Max. & Desirable Max.) | Rolling | 12 | 6 | 10 | 7 | 8 | 6 | 6 | 5 |
| Grade (%) (Max. & Desirable Max.) | Mountainous | 15 | 10 | 14 | 9 | 12 | 7 | 7 | 6 |
| Nonpassing Sight Distance (Ft.) | Flat | 275 | 350 | 315 | 415 | 350 | 475 | 475 | 600 |
| Nonpassing Sight Distance (Ft.) | Rolling | 250 | 275 | 240 | 315 | 275 | 350 | 350 | 475 |
| Nonpassing Sight Distance (Ft.) | Mountainous | 125 | 200 | 165 | 240 | 200 | 275 | 275 | 350 |
| R/ |
50 | 60 | 60 | 60 | 60 | 80 | 60 | 80 | |
| Roadbed Width (Ft.) | 24 | 28 | 28 | 32 | 30 | 38 | 36 | 40 | |
| Surface Width (Ft.) | 20 | 22 | 20 | 22 | 22 | 24 | 22 | 24 | |
| Thickness Base & Surface | Design based on engineering analysis of character of traffic and soil | Design based on engineering analysis of character of traffic and soil | Design based on engineering analysis of character of traffic and soil | Design based on engineering analysis of character of traffic and soil | Design based on engineering analysis of character of traffic and soil | Design based on engineering analysis of character of traffic and soil | Design based on engineering analysis of character of traffic and soil | Design based on engineering analysis of character of traffic and soil | |
| Bridges Clear Width (Ft.) | 22 | 26 | 24 | 26 | 26 | 28 | 26 | 28 | |
| Vertical Clearance (Ft.) | 14.5 | 15 | 14.5 | 15 | 14.5 | 15 | 14.5 | 15 | |
| Design Load (A.A.S.H.O.) | H-15 | - | - | - | - | - | - | - |
| * | (Max. for % Grade) |
|---|
(Ord. 312 § 3, 1955)
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