§ 151.13 Notes.
   (A)   Rolled bank-run gravel. Materials, workmanship, construction, etc., shall be in accordance with § 3.02, Rolled Gravel Base, Connecticut State Highway Specification, latest edition or amendment thereto.
   (B)   Bituminous material. Materials, application, methods of construction, etc., shall be in accordance with Section Bituminous Material for Surface, Connecticut State Highway Specification, latest edition or amendment thereto.
   (C)   Bituminous gutters. Bituminous gutters as approved shall be constructed on all grades greater than 5% and shall be in accordance with § 8.02 Bituminous Gutters, Connecticut State Highway Specification, latest edition or amendment thereto.
   (D)   Bituminous curbs. Bituminous curbs as approved shall be constructed only when concrete curbs and sidewalks have been waived by the proper authorities having jurisdiction.
   (E)   Plans and profiles. Plans and profiles of all roads or streets, drainage lines, catch basin locations, manholes, sanitary sewer lines, utilities, etc., to be submitted with approved layout. No gravel base to be laid until subbase has been approved by the engineering department.
   (F)   Concrete sidewalks. Concrete sidewalks and curbs to be 1:2:4 concrete and Constructed to dimensions shown.
   (G)   Driveway approaches. Driveway approaches to be 6 inches thick and constructed as shown.
   (H)   Street curvature. Minimum center line radius to be 180 feet on secondary streets (see "minimum sight distance" sketch, available for inspection in the office of the town planner).
   (I)   Street width. Minimum street width is 50 feet.
   (J)   Street signs. Street signs of the standard type used by the town shall be placed at all street intersections.
   (K)   Curb radius. Minimum radii of all curbs of street intersections to be not less than 20 feet.
   (L)   Merestones. Merestones as shown on plans shall be set on both sides of street at all angle points of the streets, the beginning and end of each curve, at all street intersections and at all other critical points on the street lines.
   (M)   Culs-de-sac. Culs-de-sac to have radii of not less than 60 feet. Wherever necessary either type "A" or type "B" as shown hereon (sketches of types "A" and "B" culs-de-sac are available for inspection in the office of the town planner), may be used.
('66 Code, § 63-16)