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(4) Section 1357 LilhtlttU.~ft9u, S..l C.a~. The bituminou8 leat coat shall be con.tructed 1n accordance w1th the material and construction requirement. of Section 'J~7, except: Ca) The bituminoua mlter!a1 shall be any of the ..terial. li.ted 1n 235'.2A ind .hall be applied at the rate de.lgnated by the Engineer within the ranse of 0.10 gallon to 0.12 gallon, depending on t",...4~.J the cb.J:.~~o. of the eaver aggregAte. (b) The assregate shall conform to the requirements of Section 3127 for FA-l and.hal1 be spread at the rate de.lgnated by the Engineer within the range of 8 pounds to 12 pounds per square inch. Application of the aggregateehaUfollow application of the bituminou8 material by not more than 5 minutes. (c) The flnal rolUng shall be completed not later than 20 minute. after the aggregate is spread. (5) ~~ctlon 2535 Bituminous Curb. The bituminous curb shall eonform tD the erou section shOWl\ in the plans and shall be constructed in accordance with the material an. construction requirements of Section 2535. except: (a) The bituminous material fo~ the mixture Ihall be At-I. 85-100 penetration. The percentage by weight of th. bituminous ..terial 1n the mixture shan be aadirected by the Engineer within the range of 5.0 to 5.8. depending on the character of the aggres_te. (b) The aggregate shall conform to the requirements of Sectioa 3139 for BA-2. v SECTION 5. ~Ag. Where considered necessary to lnlure adequate dra1nas. of any atreet hereafter constructed ift the Village of Rosevil1.. th. Villas. Engineer shall designate location. and specifications for culverts and dry well.. SECTION 6. EASEMENTS. ._~ __. _ ......__ __~__L" __. ___......... __ ...._....._ .....a....... .1"'ft........ A._ _ _ ,_... ,___ ___:a.... __ - ....__ ~_ ___ """"__ _-....:-... _ _'la,___11 \a_ .....".......aA