(A) Curbs shall be provided along both sides of all public and private streets where deemed by the Borough Council to be necessary.
(B) If curbs are waived, appropriate stabilized drainage channels designed to handle a 25-year storm shall be required along all streets within the street right-of-way.
(C) All required curbs shall meet the following specifications.
(1) Only straight curbs shall be provided. Such curbs shall be of portland cement concrete and be 24 inches deep, six inches wide at the top, eight inches wide at the bottom and have an exposed face between six and eight inches. Such concrete shall meet the minimum 3,000 P.S.I. 28-day strength test according to A.S.T.M. standards.
(2) Expansion joints shall be provided a minimum of every 30 feet. Each expansion joint shall contain one-half-inch premolded bituminous expansion joint materials. Contraction joints shall be provided a minimum of every ten feet.
(3) Gutter design shall be subject to the approval of the Borough Engineer based upon standard engineering practices.
(Ord. passed 2-3-1992)