Work described
From the filingto raise an approximately 4,472 square foot area of private road (447 linear feet), construction to begin at STA: 0 43.89 and end at STA: 4 91.10; existing pavement to be pulverized in-place; proposed road to have 3” crown at CL EL 4.86 with a max slope of 1:3 on either side; slopes to be filled with clean bank-run; road to consist of 1½“ wearing course, 2½” binder course, 4” compacted sub-base with ¾” stone blend or crushed concrete, and 6” stabilized soil base; approximately 55 cubic yards of asphalt, 76 cubic yards of compacted sub-base, 192 cubic yards of stabilized soil base and road fill, 192 cubic yards of stabilized soil base and road fill, and 51 cubic yards of transitional fill to be added; road fill to be loamy sand compacted to 95%; proposed addition of swales with CL EL 2.00 on either side of private road; swales to accommodate an approximate 4” storm event; and as depicted on the site plan prepared by Young Associates, received on July 21, 2026, and stamped approved on August 12, 2026
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