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PORT OF EVERETT <br />W MARINE VIEW DR <br />IMPROVEMENTS <br />6-14 CEMENT COPICRETE SIDEWALKS <br />Descri tion <br />Section 8-14.1 is replaced with the tollowing: <br />CIP N0. 3-0-003-09 <br />PROJECTNO. <br />PD•WM-20006-07 <br />This work consists of constructing cement concrete sidewalks and crosswalks in accordance with <br />details shown in the City of Everett's Standard Plans and these Specifica6ons and in confortnity to lines <br />and grades shown in the Plans or as established by the Engineer. <br />Construction Reauirements <br />Section 8-14.3(1) is supplemented with the following: <br />Subgrade shail be approved by the public works inspector prior to concrete being placed. <br />Section 5-14.3(3) is amended with the following: ��� �� �~ <br />�-�e G�� D� <br />Replace paragraph 3 with th j wing: \'� <br />1/4 inch V-grooves dee are to be placed on 2 feet centers. Expansion joints shall be placed to match <br />those placed in curb if new sidewalk is poured adjacent curb and gutte� all o0�er cases the <br />maximum spacing on�expansion joints shall be 28 feet cent to nter. Dummy jqnts shall be 112 inch <br />by 1-112 inch on 14 foot centers. Through joints shall be inch by ' ches. � <br />Measurement �� � <br />Section 8-14.4 is supplemented with the following: <br />The measurement of Bid Item -Cement Concrete Crosswalk- will be made per square yard of finished <br />surface. � <br />Payment <br />Section 8•14.5 is supplemented with the following: <br />The payment of Bid Item -Cement Concrete Crosswalk- will be made per square yard <br />Page 38 of 50 <br />