Intersections. 1. At intersections, blade the roadbeds of side roads which are not closed or restricted from vehicular use to ensure smooth transitions.
Intersections. 1. At intersections, blade the roadbeds of side roads which are not closed or restricted from vehicular use to ensure smooth transitions. Maximum distance not to exceed 15 m (50 feet) onto adjacent roads.
Intersections. At intersections, blade the roadbeds of side roads which are not closed or restricted from vehicular use to ensure smooth transitions. Signing, cross ditching in the road surface (traveled way), earth berms, or other devices placed to discourage or eliminate use by passenger cars, are field evidence of road closure or restriction. Roads listed for work under Sections T-835, T-836, T-838, and T-839 shall be considered restricted. Side roads listed for work under this Section are not restricted.
Intersections. In addition to the foregoing, Developer shall dedicate to the County such additional right-of-way at the intersections of (i) Wyndfields Boulevard and Xxxxxxx Road, (ii) S.R. 00 xxx Xxxxxxxxxx Xxxxxxxxx, (xxx) S.R. 56 and Wyndfields Boulevard, and (iv) other intersections of east-west roads with Wyndfields Boulevard within the MPUD as necessary to provide turn lanes as required by the County upon access management review of the roadway system within the MPUD. Such dedicationsDedications will occur in increments as determined by the County to be necessary to serve adjacent parcels within the MPUD at the time of preliminary/construction plan approval, and in any event upon completion of the construction obligations associated with each such intersection, or within ninety (90) days after the request of the County, whichever is earlier.
Intersections. Caution should be used when excavating near intersections with traffic signal underground cable. Job Order Contractor shall notify the Engineer, in writing, 24 hours in advance of any Work at such intersections. The Job Order Contractor shall install and maintain temporary overhead traffic signal cable as specified by the Engineer when underground conduit is to be severed by excavations at intersections. The Job Order Contractor shall provide an off-duty, uniformed Avondale police officer to direct traffic while the traffic signal is turned off and the wiring is transferred. All damaged or modified traffic signal overhead and underground items shall be repaired and restored to the Engineer’s satisfaction. Magnetic detector loops shall, under no circumstances, be spliced.
Intersections. (1) Streets shall intersect as nearly as possible at right angles as topography and other limiting factors of good design permit.
Intersections. Intersections were examined using the same approach (other than geometrics) as in freeway and arterial cases. That is, the same MOVES and CAL3QHC model inputs and assumptions were used. The intersection analysis assumes six approach lanes on each leg of the intersection, with two of the approach lanes becoming left-turn lanes at the intersection. Four lanes are assumed on each departure leg. The intersection case was modeled at a grade of 2%. Table B-2, attached, shows the maximum 1-hour CO concentrations for urban and rural intersections that, with the applied 8-hour CO background level of 2.6 ppm and persistence factor of 0.7, do not produce modeled CO concentrations that could result in exceedances of the 8-hour CO NAAQS. In other words, these findings indicate that a project for an intersection with a grade of 2% or less, six approach lanes or less, and forecast approach speeds not less than 15 mph would not produce modeled concentrations that would result in exceedances of the 8-hour CO NAAQS. Any such project would be covered by this PA and would not require project-specific CO modeling to demonstrate compliance with the CO NAAQS. Conversely, for example, a project with seven approach lanes, a 3% grade and/or a 10 mph approach speed would not be covered by this PA. Note: The intersections were modeled as 90 degree intersections, that is, with roadways intersecting at right angles. Skewed intersections (those whose approaches do not intersect at right angles) are not included in PA. Similarly, highly congested intersections (where the approach speed is less than 15 mph) and intersections with five or more legs are also not included in the PA.
Intersections. The parties agree that INTERSECTIONS owns all rights in connection with the Product and any enhancement or special feature added to the Product. Notwithstanding the foregoing, DFS will own all rights in connection with any enhancements or special features added to the Product at DFS's request ("DFS Enhancements"). "). Any suggestion or concept already developed or under development by INTERSECTIONS at the time requested by DFS shall not be considered a DFS enhancement for the purposes of this Agreement. INTERSECTIONS agrees that all work in connection with any DFS Enhancements under this Agreement constitute "work-for-hire" as that term is defined in Section 101 of the Copyright Act, 17 U.S.C. Section 1 01, and is the sole and exclusive property of DFS. All right, title and interest in copyrights, trade secrets, trademarks, service marks, patents and other intellectual property derived in any DFS Enhancement, to the extent they are available, are the sole and exclusive property of DFS, free from any claim or retention of rights thereto on the part of INTERSECTIONS. In the event that the aforementioned rights are found not to be a 'work-for-hire" or otherwise cannot be conferred to DFS automatically, INTERSECTIONS acknowledges that this Agreement constitutes an assignment of such rights in any DFS Enhancement and agrees to execute whatever documentation necessary to formalize such assignment to DFS.
Intersections. 43 a. Keep intersections open to traffic at all times, except when paving or planing 44 operations through an intersection requires closure. Such closure must be kept 45 to the minimum time required to place and compact the HMA mixture, or plane 46 as appropriate. For paving, schedule such closure to individual lanes or portions 1 thereof that allows the traffic volumes and schedule of traffic volumes required in 2 the approved traffic control plan. Schedule work so that adjacent intersections 3 are not impacted at the same time and comply with the traffic control restrictions 4 required by the Traffic Engineer. Each individual intersection closure or partial 5 closure, must be addressed in the traffic control plan, which must be submitted 6 to and accepted by the Engineer, see Section 1-10.2(2).
Intersections. At-grade intersections shall be regulated in accordance with Table 3. They shall be planned on a route-wide basis with consistent types and patterns. Table 3 Intersection Category Intersection Type Primary Class I Class II Class III Priority Direct Accesses X # # # Priority Priority Intersections X # Priority U-turn Facilities X # ^ ^ Signalized, Grade-separated U-turn Facilities X ^ ^ Roundabouts Roundabouts X Signalized Signalized Intersections X Grade-separation Grade-separated Intersections ^ ^ Grade-separation Interchanges ^ ^ Generally suitable X Not permitted # Tolerated but to be minimized ^ Possible Intersections shall, as far as practical, be located on straight and relatively level sections of a road with good visibility and are spaced well apart outside built-up areas. Channelization shall be adopted at higher traffic volume to regulate the paths of different traffic streams and to reduce the risk of collisions. The layout of priority intersections shall be simple, consistent and readily understood by drivers. They shall be designed to encourage left-turning traffic to slow down and give way to through traffic. The following priority intersection layouts shall not be adopted: • Layouts with excessive pavement area or corner radii • Intersections linking more than two roads • Addition of through traffic lanes at an intersection • Channelization which encourages left turning in a smooth and generous path • Complex channelization layouts • Skewed layouts • Tangential or Y layouts Side roads shall have gentle gradients at and in the proximity of their intersection with the main road in order to reduce the risk of overshoot or slow maneuvers.
