3373-R3_ML&P_TownOfBuxton_Web

Article 8.

Shall an ordinance titled “Amendment of Article 12, Road Acceptance Regulations section of the Buxton Zoning Ordinance” be enacted?

Amendment of Article 12, Road Acceptance Regulations section of the Buxton Zoning Ordinance Amend Article 12, Road Acceptance Regulations section of the Buxton Zoning Ordinance as follows (Additions are bold and underlined, deletions are strikethrough) ARTICLE 12 - ROAD ACCEPTANCE REGULATIONS Before any way is accepted at any future Town Meeting as a public way, it must be laid out and constructed to the following specifications: 12.1 The right-of-way of any street shall not be less than fifty (50) feet. 12.2 Before grading is started, the entire right-of-way area Streets shall be cleared of stumps, roots, brush, all other objectionable material, and all trees not intended for preservation. Loam and clay shall be removed from the full width of the street, which shall not be less than twenty four (24) feet in width (gutter to gutter) to a depth of at least eighteen (18) inches or if necessary, in the opinion of the Public Works Director, at least twenty four (24) inches below the top of the proposed subgrade. The street shall then be graded to a subgrade of not less than twelve (12) inches in the roadbed and the entering driveways. The subgrade shall be carefully shaped and thoroughly compacted before the gravel is placed. 12.3 The stumps and other organic materials shall be removed to a depth of two (2) feet below the subgrade. Rocks and boulders when encountered, shall be removed to subgrade. The roadbed shall be surfaced with gravel of uniform gradation approved by the Public Works Director. The binding material in the gravel shall be sufficient to insure satisfactory binding as approved by the Public Works Director. All gravel shall be thoroughly compacted. The compacted thickness of the roadbed shall be not less than twelve (12) inches and no less than twenty-four (24) feet in width. The roadbed shall have a compacted 3-4 inch cover layer 24’ wide of processed gravel (minimum of ¾”, maximum 1 ½”). 12.3.A. The roadbed shall be surfaced with a minimum of fifteen (15) inches of sub base gravel that meets the Maine Department of Transportation Standard Specifications for Type D sub base material, which shall not contain particles of rock exceeding four (4) inches in any dimension. 12.3.B. The roadbed shall be surfaced with a minimum of three (3) inches of base gravel that meets the Maine Department of Transportation Standard Specifications for Type A base material, which shall not pass the one and one half (1 ½”) inch square stone. 12.3.C. All material shall be compacted in layers not to exceed eight (8) inches. Compaction of each layer of base and sub base shall continue until a density of not less than 95% of the maximum density has been achieved for the full width and depth of the layer in accordance with the Maine Department of Transportation

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