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. , <br /> SECTION 0252H ISSUE B <br /> CONCRETE CURBS 17 JULY E4 <br /> DRT 3 <br /> PARTI - GENERAL <br /> I.01 DESCRIPTION <br /> A. Related Work Specified Elsewhere: <br /> I. Earthwork, Section 02200 <br /> 2. Asphaltic Concrete Paving, Section 02513 <br /> B. D�scription of Work: The Work shall consist of consiructing ihe concrete <br /> curb and gutter as specified on ihe plans. <br /> 1.02 GIUALITY ASSUR.4NCE <br /> A. Standard Specifications: The "Cit of Everett Desi n and Constr�ction <br /> Standards and Specifications," daTed pril 25, 19A4, shall app y unless <br /> modified herein. <br /> PART 2 - MATERIALS <br /> 2.01 PORTLAND CEMENT CONCRETE <br /> A. Portland Cement Concrete for all concrete work shall be Class 5 (I-I/2) <br /> conforming to Section 3.0 of the StanJard Specifications. <br /> PART 3 - EXECUTION <br /> 3.01 CURB AND GUTTER <br /> A. Construction of Cement Concrete curb and gutter, Type A-I, shall conform <br /> ta Section 3_0 of the Standard Specifications. <br /> 8. Joinis shall be dummy jc:nts at a maximum spacing of fifteen (15) feet with <br /> expansion joinis at beginning of curves, curb returns and driveways. <br /> C. The sub-base for curb and gutter sections shall be compacted to a relative <br /> compaction of not less ihan ninety-five percent (95°0) as determined by test <br /> method AASHO T-ISO C before placing ihe curb and gutter. <br /> D. The top of ihe finished concrete shall not deviate more than one-eighth inch <br /> (I/8") in ten (10) feei, or The alignment one-fourTh inch (I/4") in ten (10) <br /> f eet. <br /> 4 ! ! ■ ■ <br /> UGSZV-� zO <br /> 8301 <br />