Surfacing a. All new roadways and approaches and existing road tops that have been disturbed from construction activity shall be bituminous surfaced meeting current Minnesota Department of Transportation (MnDOT) specifications with a minimum ten-ton load capacity.
Surfacing a. Prairie Surfaces will coordinate court subbase preparation following the Recipients’ install of HL3A Grade Asphalt
Surfacing. Ballast shall be added in sufficient amounts to allow a mechanical tamper to lift and align the turnout. Ballast shall be mechanically tamped and dressed. Ballast regulating equipment shall be configured to avoid damage to track components. An excavator or other machinery may be used in case of excessive negative profile. 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 ties. Excess ballast shall be removed and 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 shall be performed in accordance with Section 2 – INSTALL BALLAST AND SURFACE.
Surfacing. ▪ Alignment and elevation of curb and gutter at 50-ft intervals and critical deflection points Scope of Basic Services City of Harrisburg Southeast Infrastructure Improvements
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.}
Surfacing a. Prairie Surfaces to inspect drainage of HL3A Grade Asphalt once completed.
Surfacing a. All new roadways and approaches and existing roadtops that have been disturbed from construction activity shall be bituminous surfaced meeting current Minnesota Department of Transportation (MnDOT) specifications with a minimum ten-ton load capacity. Road(s), street(s) within a plat will be reviewed for acceptance by the township only after all platted road(s)/street(s) in the proposed area have been completed, and after 75% of the parcels in the plat have had homes constructed and inhabited as a primary residence. The road(s), street(s) must be bituminous surfaced meeting current MnDOT specifications with a minimum ten-ton load capacity with the driving surface, excluding shoulders being a minimum of 24 feet with the right-of-way to right-of-way boundary being a minimum of sixty-six (66) feet. Roadway/Street Naming: The street/roadway names of all proposed roadways to be presented to Bemidji Township for consideration for adoption must be approved by the township. Roadway/Street Adoption: No new plat road(s)/street(s) will be considered, reviewed and/or inspected for adoption between October 15 and May 1 of any year due to climatic conditions. Additions, Deletions and/or Alterations: Additions, deletion and/or alterations to this document shall be listed below and shall be initialed and dated by the Platter/Owner and the Chair of the Bemidji Township Board of Supervisors upon the Board of Supervisors approval at a Board Meeting of the Bemidji Township Board of Supervisors. Upon completion of the requirements of this agreement by the Platter/Owner as set forth above, the Township may consider approval of said streets or roads in a manner required by applicable statutes, county ordinances, and township ordinances. The Platter/Owner will carry a three year warranty on the road. This agreement shall be recorded by the Platter/Owner with the County Recorded of Beltrami County, Bemidji Minnesota within ten (10) business days of the approval and execution by the Bemidji Township Board of Supervisors. (Platter/Owner) (Platter/Owner) (Platter/Owner) (Platter/Owner) (Town Chair) (Town Vice-Chair) (Town Supervisor) (Town Supervisor) (Town Supervisor) Date (Town Clerk as Notary for Township) State of Minnesota] ss County of Beltrami] The foregoing instrument was acknowledged before me this day of , , by all Platter/Owners above.
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. B.5.a Proposed Class 3 Road Total pavement depth is to be 400 mm compacted consisting of a 50mm top course finishing material over a 150mm base material laid over 200 mm of sub base material. All gravel material for the surfacing of the road is to be sourced from a gravel pit which is certified Phytophthora free. Pavement width to be 3.7 – 4.0 metres wide with additional widening on the curves. Water used in construction must not be imported from a phytophthora infected area.
