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SECTION 02528 ISSUF A <br /> CONCRETE CURBS 13 JULY 84 <br /> DRT 2 <br /> PART I - GENERAL <br /> I.01 DESCRIPTION <br /> A. Related Work Specified Elsewhere: <br /> I. Earihwork, Section 02200 <br /> 2. Aspholtic Concrefe Paving, Section 02513 <br /> B. Description of Work: The Work shall consist of construcTing ihe concrete <br /> cvrb and gutter as specified on the plans. <br /> 1.02 QUALITY ASSURANCE <br /> A. Siandard Specifications: The "City of Everett Design and Consiruction <br /> STandards and Specifications;' dated Apri) 25, 1984, shall apply unless <br /> modified herein. <br /> PART 2 - MATERIALS <br /> 2.01 PORTLAND CEME�'T CONCRETE , <br /> A. Portland Cement Concrete for alI concrete work shall be Class 5 (I-I/2) <br /> conforming to Section 3.0 of ihe Standard Specifications. <br /> PART 3 - EXECUTION <br /> 3.01 CURB AND �UTTER <br /> A. Consiruction of Cement Concrete curb and gutter, Type A-I, shall conform <br /> to Section 3.0 of ihe Standard Specifications. <br /> D. JoinTs shall be dummy joi�is at a maximum spacing of fifteen {IS) feet with <br /> expansion joints ai beginning of curves, curb returns and driveways. <br /> C. l�he sub-bose for curb and gutter sections shall be compacted to a re�ative <br /> compaction of not less ihan ninety-five percent (95%) as determined by test <br /> method AAS�iO T-180 C before placing the curb ond gutter. <br /> D. The 1op of the finished concrete shall no1 deviate more ihan one-eighih inch <br /> (I/8") in te�� (10) feet, or the alignment one-fourih inch (I/4") in ten (10) <br /> ieet. <br /> + ► a * . <br /> 02528-I <br /> 8301 �� � <br />