2702 HOYT AVE 2018-01-02 MF Import

3.0 STARTS AND RELATED woR;< All work performed in the design, preparation of plans and in the construction or improvement Of City streets and all appurtenances, whether. by or for a private developer shall be the respcnsibili*_y of the developer and done to the satisfaction of the City Engineer and in accordance with the p--:1s approved by the City for the work. It is emphasized that no permits will be issued to start work until plans for that work are approved. Any revisions to the plans shall be approved by the City Engineer before being implemented. A set of "As-Builts" drawings (mylars) will be required at the completion of the project and prior to final acceptance requirements. of the work. See incividual utilse ity ctions for more specific "As Euilts" 3.1 CCNTRCL DENSITY FILL CCF shall conform to the following specifications: 1. Portland Cement - Typ_ 1-I1 AASiTO M85 2. Mineral Filler Admrr TMC-618, Ciailss F)'J�o-n&—Z 3. Agerecate: Everett Washed Coarse Sand W. 2 CCF shall be used in the following proportions for one (1) cubic Yard. Batch weights may vary depending on specific weights of aggregates. Portland Cement 50 lbs/yd Fly Ash 250 lWYE", Everett No. 2 Washed Coarse Sand 3,700 lbs/yd Add sufficient water to provide a 3" to 6" slump delivered in place at the job site. 3.2 CURB RAMPS in accordance with State law, curb ramps shall be provided at all Pedestrian crossings with curb sections. See Standard Plan No. 310 ana 311. It is required that when a ramp is constructed giving handicap access to the roadway area, the corresponding ramp at the opposite side of the roadway will also be required. Exact locations at each curb return will be approved in the field during construction. E 3 3.