Faber Construction Corp 9/27/2016

CITY OF EVERETT SPECIAL PROVISIONS Provide Cement Concrete Driveway Type 1; 2 or 3 as the case may be in accordance ' with the Standard Specifications and Standard Plan No. 307, 308 and 309. Where driveways with depressed sidewalk are called for on the Plans, depress the sidewalk through the driveway area, providing a maximum 2 percent slope from back of ' sidewalk to the back of curb. Provide minimum six inch thick cement concrete driveways and sidewalk driveway approaches and construct using Commercial Concrete as specified in Section 6-02.3(2)B of the Standard Specifications. Provide concrete having a slump not exceeding 3-1/2-inches and having a minimum 28-day design strength of 4000 psi. Match concrete finishing for transitions to existing cement concrete driveways to the existing surface as closely as possible. Sawcut existing cement concrete driveways and butt joint the new pavement to the 1 existing driveway. Prepare subgrade for driveways and having required compaction and providing a firm, unyielding subgrade acceptable to the Engineer. ' Provide forms for the straight sections of the driveway having a minimum thickness of three inches and equal to the nominal depth of the concrete. Plywood or one inch lumber may be used on radii. Securely stake and block all forms to true line and ' grade. Protect the driveway against damage or defacement until acceptance by Owner. Remove and replace by the Contractor at his expense driveways that are not ' acceptable, in the opinion of the Engineer, because of damage or defacement. Before placing any concrete, have on the job site enough protective paper, or equivalent, to cover the pour of an entire day in the event of rain or other unsuitable ' weather conditions. 8-06.4 Measurement Delete paragraphs in 8-06.4 and substitute the following: ' Bid items of Work completed pursuant to the Contract Documents will be measured as described in Division B - Bid Item Descriptions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. 8-06.5 Payment Delete all paragraphs in 8-06.5 and substitute the following: ' Payment for Bid items of Work completed pursuant to the Contract Documents will be as described in Division B - Bid Item Descriptions and Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. ' 8-14 CEMENT CONCRETE SIDEWALKS 8-14.2 Materials Supplement 8-14.2 by adding the following: Chemical Admixtures for Concrete 9-23.6 Special Provisions 8-14.3 Construction Requirements Supplement 8-14.3 by adding the following: Provide concrete mix with slump not exceeding 3-1/2 inches. Add coloring agent for matching the color of newly constructed cement concrete ' sidewalks to the color of adjacent existing cement concrete sidewalks. Add to the concrete during mixing in an amount not to exceed 1-1/2 pounds per cubic yard of concrete. Do NOT use coloring agent in curb ramps. Water Main Replacement"Q" Division 8-MISC CONSTRUCTION July 8, 2016 -Broadway WO No.-UP3612 SP -167