Horizontal criteria
Horizontal. Wiring Landlord shall provide and install, at its expense, a horizontal subsystem that will provide a cable route from the TR’s and computer room to each station on the floor. The subsystem should be made up of one of the following:
Horizontal. No change of job classification but a new assignment within the classification in a higher pay bracket. Example: Salad Maker, Senior High in Classification II, moves to Xxxxx, Senior High also in Classification II. Although remaining in the same classification, a salary increase results.
Horizontal. Projected Coordinate System Name: NAD_1983_2011_StatePlane_NewJersey_FIPS_2900_Ft_US Projection: Transverse Mercator False_Easting: 492125.00000000 False_Northing: 0 Central_Meridian: -74.50000000 Latitude_of_Origin: 38.83333333 Linear Unit: Foot_US Geographic Coordinate System Name: GCS_NAD_1983_2011 Angular Unit: Degree Prime Meridian: Greenwich Datum: D_NAD_1983_2011 Spheroid: GRS_1980 Semimajor Axis: 6378137 Semiminor Axis: 6356752.314140356 Inverse Flattening: 298.257222101
Horizontal. The combined dimensions of the paved shoulder and the roadway surface remaining outside the Work Zone should be no less than sixteen feet (≥ 16’) in width at any location. Vertical: The overhead clearance should not be reduced to less than fifteen feet (≥ 15’) at any location. The restrictions above apply to all shifts, lane closures, on-site detours and off-site detours whether shown in the Contract or proposed by the Contractor. It shall be the responsibility of the Contractor to verify that these minimum requirements have been met before proceeding with any phase of the Work. Two-lane, two-way roadways may have temporary horizontal restrictions of less than sixteen feet (≥ 16’) during flagging operations. The minimum horizontal clearance should be restored before the flagging operation is removed. At the end of the workday, all equipment, materials, and TTC devices not in use should be moved out of the clear zone or behind positive protection. The clear zone is defined by Georgia Standard 4000W “Lengths of Advancement, Clear Zone Distances, Fill Height Embankment”. For urban roadway with curb, the minimum set back is six (6’) feet from the curb face. If stored behind positive protection, proper lengths of advancement should be maintained. If stored behind guardrail the items shall be a minimum five feet (≥ 5’) from the face of the guardrail and not in the recovery zone of the anchor. The WTCS shall monitor the Work to ensure that all the rocks, boulders, construction debris, stockpiled materials, equipment, tools and other potential hazards are kept clear of the travel lane. Unless modified by the special conditions, a milled surface on any asphaltic concrete surface shall not be allowed to remain open to traffic for a period of time that exceeds thirty (> 30) calendar days. The Contractor’s vehicles shall travel in the direction of normal roadway traffic and shall not reverse direction except at intersections, interchanges, or approved temporary crossings. The Contractor may submit a plan requesting that construction traffic be allowed to travel in the opposite direction of normal traffic when it would be desirable to modify traffic patterns to accommodate specific construction activities. Prior approval of the Engineer shall be obtained before any construction traffic is allowed to travel in a reverse direction. If the Contractor’s submittal is approved, the construction traffic shall be separated from normal traffic by appropriate traffic control dev...
Horizontal. The top of wall shall be within 4 inches of the plan location. However, the Contractor shall ensure that all blocks are installed and located on City Property or City Right of Way.
Horizontal. WAC 000-000-000 states, “The datum for the horizontal control network in Washington shall be NAD83 (1991) [the North American Datum of 1983] as officially adjusted and published by the National Geodetic Survey of the United States Department of Commerce and as established in accordance with Chapter 58.20
Horizontal. The combined dimensions of the paved shoulder and the roadway surface remaining outside the Work Zone shall be no less than sixteen (16) feet in width at any location. Vertical: The overhead clearance shall not be reduced to less than fifteen (15) feet at any location. The restrictions above apply to all shifts, lane closures, on-site detours and off site detours whether shown in the contract or proposed by the Contractor. It shall be the responsibility of the Contractor to verify that these minimum requirements have been met before proceeding with any phase of the Work. Two-lane two-way roadways may have temporary horizontal restrictions of less than sixteen (16) feet provided a flagger operation for one-way traffic is utilized to restrict access to the work area by over-width loads. The minimum horizontal clearance shall be restored before the flagging operation is removed.
Horizontal rate of change should not exceed 3 mm per 9.0 m measured in increments of
Horizontal. (lateral) Gene Transfer (HGT) (Xxxx et al. 1996; Xxxxxxxx and Xxxxxx 1997; Xxxxxxxxx, Xxxxxxxx, and Xxxxx 2000; Xxxxxxxx 2000; Xxxxx and Xxxxxxxxx 2000; Xxxxxx, Xxxxxxxx, and Xxxxxxx 2001; Xxxxxxx et al. 2004; Xxxxxx and Xxxxxxx 2005; Xxxxxxx et al. 2006; Gal-Mor and Xxxxxx 2006). Less clear are the evolutionary consequences of recombination shuffling homologous genes among members of the same species population, Homologous Gene Recombination (HGR).
