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GENERAL NOTES <br /> Const. 1 . Existing drainage facilities, fences, water valves, frames and covers, <br /> sprinkler heads, trees, shrubs, curb, gutter and sidewalk shall remain <br /> in place unless otherwise noted on the plans. <br /> 2. At locations beginning and ending where the new Curb, Gutter and <br /> Limits of Clearing and Grubbing Sidewalk is to be constructed a 3' transition conform area shall be <br /> constructed. <br /> 3. All part circle culverts shall be removed and disposed of. <br /> 4. Asphalt Concrete shall be placed in 3 layers. The bottom layer thickness <br /> shall be 3". The second and top layers shall be of approximate equal <br /> 1 ' 5'± 13.5'± 13.5'± 5'± 1thickness. <br /> Soil Stabilization Fabric (Full Width) — 5. Pavement Reinforcing Fabric shall be placed between the bottom and second layers of asphalt concrete. <br /> 6. No truck traffic shall be allowed on the exposed subgrade at any time. <br /> 24' Pavement Reinforcing Fabric 7. All exposed subgrade shall be covered with Soil Stabilization Fabric and a minimum <br /> of 6' of Class 2 Aggregate Bose at the end of each working day. <br /> C of rm to lip of gutter (Typ.) <br /> % to 4% 1% to 4% <br /> ��\7�' � -=-=-==--= ==-===- <br />