(a) Streets are to be graded to grades as established on preliminary plan and street profiles and as approved by the City Engineer.
(b) Cross drains shall be a minimum of fifteen inch reinforced concrete and shall be placed wherever necessary to transfer water across the road to a natural water course and at road intersections where needed.
(c) Curbing shall be either concrete, straight 8" x 24", 6" x 8" x 18" battered or a rolled bituminous as determined by the Planning Commission and Engineer. Type required shall depend on street width and grade of street.
(d) A base course shall be constructed in accordance with the specifications of the State Department of Highways for traffic bound base course (Section 2.15 Type B).
(e) Surface treatment shall be a double seal coat in conformance with Section 2.24 of the State Department of Highways specifications.
(f) Concrete pavement may be substituted for the above street types and shall be installed to the specifications of Council and City Engineer.
(Ord. 208. Passed 6-7-61.)