Intersections Clause Samples
The 'Intersections' clause defines the rules and responsibilities related to the crossing or meeting points of different pathways, such as roads, pipelines, or utility lines, within a project or property. It typically outlines how parties must coordinate work at these junctions, including notification requirements, safety measures, and procedures for minimizing disruption. By establishing clear protocols for managing intersections, this clause helps prevent conflicts, ensures safety, and maintains the smooth progress of construction or operational activities.
Intersections. 1. At intersections, blade the roadbeds of side roads which are not closed or restricted from vehicular use to ensure smooth transitions.
2. 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, or T-839 are considered restricted.
3. Side roads listed for work under this Section are not restricted.
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.
2. Blading shall not be required of intersecting roads if roads are listed under C(T)5.31 Sections T-838F, or T-839F. This includes any roads with signing, cross ditching in the road surface (traveled way), earth berms, or other devices placed to discourage or eliminate use.
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. In addition to the foregoing, Developer shall dedicate to the County such additional right-of-way at the intersections of (i) Wyndfields Boulevard and ▇▇▇▇▇▇▇ Road, (ii) S.R. ▇▇ ▇▇▇ ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇, (▇▇▇) 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 Dedications 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. At intersections, blade the roadbeds of side roads which are not closed or restricted from vehicular use to ensure smooth transitions.
Intersections. (1) Streets shall intersect as nearly as possible at right angles as topography and other limiting factors of good design permit.
(2) Not more than two streets shall intersect at one point unless approved by the Planning Commission.
(3) Intersections of local streets shall be at least one hundred twenty-five (125’) feet from each other. Where local streets intersect and cross major streets their alignment shall be continuous.
Intersections. 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. 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. 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. Streets shall intersect at right angles. Deviations may be permitted by the city if found that they do not negatively affect pedestrian and vehicular circulation and safety.(Prior code § 35-3(f)).