Plowing Sample Clauses

Plowing a) Prior to the establishment of a snow pack on the roads and after break up of snowpack and where road gravel is evident in the roadway, the Contractor shall use its best efforts not to remove any of the existing road gravel. However, the Contractor cannot guarantee that some existing road gravel will not be removed during the normal course of plowing.
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Plowing. The Parties agree that OYA may plow seasonal or minimum maintenance roads along the Winter Access Route identified as Appendix A, as needed during or after construction of the Project. Nothing herein shall require the Town or County to plow seasonal or minimum maintenance roads during or after construction of this Project.
Plowing. There shall be no tilling or plowing of the Protected Property, except as allowed under Section 4.8 herein.
Plowing. 7.1 Plowing innerduct includes the hauling of inner duct from storage area to work location and any handling required to properly install (via direct burying) the innerduct in the ground to a minimum depth of 48”, or in accordance with jurisdictional authorities. This includes coordination with utility owners in locating their facilities prior to the installation of the innerduct.
Plowing. 1. All Primary routes shall be cleared to the Near Normal Mostly Clear condition, as shown in the following photographs, prior to suspending operations or otherwise instructed by the Public Works Director
Plowing. There shall be no tilling or plowing of the Protected Property except as required to improve conservation value.
Plowing. There shall be no tilling or plowing or use of the Protected Property for commercial cultivation of row crops.
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Related to Plowing

  • PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

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