Surfacing a. Prairie Surfaces will coordinate court subbase preparation following City’s install of HL3A Grade Asphalt
Surfacing. Ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Excavator or other machinery may be used in case of excessive negative profile. A minimum of 2 passes by the tamper, plus a minimum of 1 pass by the tamper placing stone under center of tie. Ballast in the crib area shall not reside above the top of the adjacent ties. Debris or stones shall be removed from the top of the ties. Excess ballast shall be removed and be placed as directed by the Engineer. Ballast damaged by overwork and/or excessive tamping or fouled by dirt or other deleterious material shall be removed and replaced at the Contractor’s expense.
Surfacing. The Owner further agrees that any portion of the internal driveway aisles and parking areas as shown on Schedule “A-2017” shall be gravel and a dust suppressant applied to ensure dust control.
Surfacing. Ties shall be replaced prior to tamping. If during the passes with the tamper there are ties that do not come up with the rail, the Contractor shall raise them by other means so that the rail has full bearing on the plate. Contractor will surface the track to exceed FRA Class III Safety Standards unless rail condition does not allow it. The crosstie shall be tamped to provide a full bearing of the rail, tie plate, and tie within the track structure. Equipment and procedures shall comply with those stated in Section 2, INSTALL BALLAST AND SURFACE.
Surfacing. Ties shall be replaced prior to tamping. If during the passes with the tamper there are ties that do not come up with the rail, the Contractor shall raise them by other means so that the rail has full bearing on the plate. Contractor will surface the track to exceed FRA Class III Safety Standards unless rail condition does not allow it. The crosstie shall be tamped to provide a full bearing of the rail, tie plate, and tie within the track structure. Ballast and stone accumulations shall be cleaned from rail base and from in between stock rails, guard rails, points, and from in between stock rails and closure rails to the satisfaction of the Railroad. Equipment and procedures shall comply with those stated in Section 2, INSTALL BALLAST AND SURFACE.
Surfacing. Following jointing of crossing panel to track, ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Excavator or other machinery may be used in case of excessive negative profile. A minimum of 2 passes by the tamper, plus a minimum of 1 pass by the tamper placing stone under center of tie. Final surface should place top of rail 1” above road surface along center line of road. Ballast in the crib area shall not reside above the top of the adjacent ties. Debris or stones shall be removed from the top of the ties. Excess ballast shall be removed and be placed as directed by the Engineer. Ballast damaged by overwork and/or excessive tamping or fouled by dirt or other deleterious material shall be removed and replaced at the Contractor’s expense.
Surfacing. Following jointing of track, ballast shall be added in sufficient amount to allow mechanical tamper to lift and align panel. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. Ballast Shall be placed and transported as specified in 2.3.10.
Surfacing a) After the installation of all utility and storm water drainage improvements, the subdivider shall surface all roadways in streets proposed to be dedicated to the widths prescribed by these regulations and the comprehensive plan or comprehensive plan components of the Village.
Surfacing. All off-street parking spaces and access drives shall be improved with an asphaltic, concrete or equivalent surface and shall be graded and drained in accordance with the city or county drainage standards. A concrete drain pan should be used to carry accumulated water runoff and must be used in publicly maintained areas such as alleys. The property owner shall be responsible for providing an adequate access drive surface to ensure that site gravel/dirt is not transported/ deposited on the right-of-way.
Surfacing. Off-street parking and loading areas shall be surfaced with an all-weather material, and shall be graded and drained so as to carry surface water to the nearest public street, accessible storm sewer or other approved drainage control system. Outside Storage --------------- Goods and materials stored outside of buildings shall be screened from view of all streets if required by the Port Authority. Goods or materials that are untreated and may produce undesirable effects when exposed to the elements will be required to be treated or placed in enclosed building. Building Exteriors ------------------ Building exteriors on all four sides shall be constructed of materials considered high standard exterior finishes. Materials for exterior finishes shall require review and approval prior to use. Access Standards ---------------- All parcels of land must have access to a secondary or minor roadway before operators can begin operations on the property. Access drives off secondary and minor roadways will have a minimum width of forty (40) feet or a maximum of sixty (60) feet. All curb cuts will be a minimum distance of 150 feet from an intersecting street, measured from the centerline of paving. Curb cuts must be a minimum of forty (40) feet apart, and a minimum of twenty (20) feet from interior property lines. A minimum turning radius of forty (40) feet must be maintained for all access points to a roadway. ACCESS CONTROL AND SETBACK STANDARDS ------------------------------------ {In the original document, this page contains a diagram of the Primary, Secondary and Minor Roadways and rights-of-way.} ROADWAY AND UTILITY STANDARDS ----------------------------- {In the original document, this page contains a diagram of the Primary Roadway and Utility Standards.}
