SURFACE ROADS Sample Clauses

SURFACE ROADS. If overwintered, native surface roads must be waterbarred by November 1. Purchaser shall construct waterbars according to the attached DRIVABLE WATERBAR DETAIL at a maximum spacing that will produce a vertical distance of no more than 10 feet between waterbars or between natural drainage paths, and with a maximum spacing of 300 feet. SECTION 6 – ROCK AND SURFACING SUBSECTION ROCK SOURCE
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SURFACE ROADS. If overwintered, native surface roads must be waterbarred by November 1. Purchaser shall construct waterbars according to the attached DRIVABLE WATERBAR DETAIL at a maximum spacing that will produce a vertical distance of no more than 10 feet between waterbars or between natural drainage paths, and with a maximum spacing of 300 feet. SECTION 6 – ROCK AND SURFACING SUBSECTION ROCK SOURCE 6-2 ROCK SOURCE ON STATE LAND Rock used in accordance with the quantities on the ROCK LIST may be obtained from the following source(s) on state land at no charge to the Purchaser. Purchaser shall obtain written approval from the Contract Administrator for the use of material from any other source. If other operators are using, or desire to use the rock source(s), a joint operating plan must be developed. All parties shall follow this plan. Purchaser shall notify the Contract Administrator a minimum of 3 calendar days before starting any operations in the listed locations. Source Location Rock Type Xxxxxx Pass Quarry SE ¼ SW ¼ of Sec. 30 T18N, R04W 4 Inch In-Place, Select Pit Run, Quarry Spalls.
SURFACE ROADS. If overwintered, native surface roads must be waterbarred by November 1. Purchaser shall construct waterbars according to the attached DRIVABLE WATERBAR DETAIL at a maximum spacing that will produce a vertical distance of no more than 10 feet between waterbars or between natural drainage paths, and with a maximum spacing of 300 feet. SUBSECTION DUST ABATEMENT 6-80 WATERING FOR DUST ABATEMENT Purchaser shall use water for dust abatement on the following roads as directed by the Xxxxxxxx Xxxxxxxxxxxxx. Xxxx Xxxxxxxx X0000 0+00 to 3+20 K4100 0+00 to 73+76 SECTION 9 – POST-HAUL ROAD WORK SUBSECTION POST-HAUL MAINTENANCE 9-5 POST-HAUL MAINTENANCE Purchaser shall perform post-haul maintenance in accordance with the FOREST ACCESS ROAD MAINTENANCE SPECIFICATIONS. Road Stations Additional Requirements K1000A 0+00 to 1+60 Grade, shape and provide drainage K1000A2 0+00 to 30+00 Grade, shape and provide drainage K4100 0+00 to 73+76 Grade, shape and provide drainage K4120 0+00 to 5+00 Grade, shape and provide drainage K4130 0+00 to 8+90 Grade, shape and provide drainage K4135 0+00 to 16+05 Grade, shape and provide drainage K4138 0+00 to 6+25 Grade, shape and provide drainage ROADWORK TYPICAL SECTION SHEET NOTE: GRUBBING LIMITS FOR RECONSTRUCTION ARE 1’ BEYOND EDGE OF ROAD OR BACK OF DITCH. CLEARING LIMITS POSTED WITH RIGHT OF WAY TAGS AND YELLOW FLAGGING. IF NOT POSTED, SEE RIGHT‐OF‐WAY SPECIFICATION SHEET. ROAD CONSTRUCTION/ RECONSTRUCTION/ PRE-HAUL FROM STATION TO STATION TOL. CLASS SUBGRADE WIDTH S CROWN INCHES @ CENTERLINE OUTSLOPE INCHES IN 00 XXXX XXXX XXXXX R DITCH WIDTH DEPTH W D GRUBBING LIMITS G1 G2 CLEARING LIMITS C1 C2 K1000A2 Reconstruction 0+00 30+00 C 12’ 4” 12’ NA NA See Note See Note K4100 Pre-haul Maintenance 0+00 13+75 4” 12’ NA NA NA NA K4120 Reconstruction 0+00 5+00 C 12” 4” 12’ NA NA See Note See Note K4130 Reconstruction 0+00 8+90 C 12’ 4” 12’ NA NA See Note See Note K4138 Reconstruction 0+00 6+25 C 12’ 4” 12’ NA NA See Note See Note Q Glenwater Timber Sale Page 00 xx 00 Xxxxxxxx Xx. 00‐000000
SURFACE ROADS. If overwintered, native surface roads must be water barred by November 15. Purchaser shall construct water bars according to the attached NON-DRIVABLE WATERBAR DETAIL at a maximum spacing that will produce a vertical distance of no more than 10 feet between water bars or between natural drainage paths, and with a maximum spacing of 300 feet.

Related to SURFACE ROADS

  • Slope Portions of an accessible route with running slopes steeper than 1:20 are ramps and shall comply with 4.8. The cross slope of an accessible route shall not be steeper than 1:48  See Figure 1 for required compliance  Near Unit #612: o grind, relevel or repour concrete curb ramp to 8.33% grade or less on slope

  • Surface  Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner.  Blading shall not undercut the backslope or cut into geotextile fabric on the road.  If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock.  Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator.  Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator.  For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Roads 16. (1) The Joint Venturers shall —

  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:

  • Access Roads The Company is to construct a public access road from Xxxxx Avenue to the Town Centre together with all other roads shown on the Land Tenure Plan. All roads are to be paved and drained to the satisfaction of the City.

  • Bridges a. Installation of a temporary (Xxxxxx-type) bridge over an existing structure or at a previously disturbed location, such as a former bridge location, to allow passage of emergency vehicles.

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. Preventative Maintenance ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

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