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Edgewater Creek Bridge Replacement November 2023 90 Sta 400+50 RT – Sta 401+75 RT Wood Fence 68 LF Edgewater Park Boulder 5 EA Edgewater Park Bench with Cement Conc. Foundation 3 EA Edgewater Park Picnic Table with Cement Conc. Foundation 2 EA Edgewater Park Park Welcome Sign with Cement Conc. Foundation 1 EA Edgewater Park Drinking Fountain Foundation and Associated Appurtenances 1 EA Edgewater Park Paver Stones 315 SF Edgewater Park - Playground Park Toy and Associated Foundation 4 EA Edgewater Park - Playground Park Toy and Associated Foundation - Salvage 1 EA Edgewater Park - Playground Extruded/Precast Curb 305 LF Sta 403+37 RT – Sta 404+24 RT (basketball court) Asphalt Conc. Pavement Approximate thickness is 4 inches 326 SY Sta 403+41 RT – Sta 404+21 RT Chain Link Fence – 10 Ft. height 80 LF Sta 404+05 RT – Sta 404+17 RT Chain Link Fence – 10 Ft. height 50 LF Sta 403+42 RT, Sta 404+10 RT Basketball Hoop and Associated Foundation 2 EA Sta 403+79 RT – Sta 404+24 RT Saw Cutting Existing Pavement 45 LF Sta 403+37 RT – Sta 404+06 RT Saw Cutting Existing Pavement 74 LF 1 2 2-02.3.OPT9.DOCX 3 (******) 4 Temporary Access Road 5 The Contractor shall be responsible for choosing an alignment and constructing a 6 temporary access road, including retaining walls, between the existing Mukilteo Lane and 7 the area of proposed excavation as shown in the Plans. Methods and materials for 8 construction are to be determined by the Contractor, but shall be in accordance with the 9 geotechnical evaluation provided in the Draft Geotechnical Report in the Appendices to 10 these Special Provisions. At the discretion of the Engineer, the Contractor shall 11 demonstrate firm and unyielding conditions via “proof rolling” using appropriate Contractor 12 equipment. The Engineer may also conduct other compaction testing, to verify the 13 Temporary Access Road conditions are suitable for construction traffic. Contractor shall 14 provide an engineer’s design and shop drawings for the construction of the temporary 15 access road, including the horizontal and vertical alignments, retaining walls, and typical 16 section to be approved by the Engineer prior to Construction. The vertical and horizontal 17 alignments shall be appropriate grades for chosen equipment. Additionally, the Contractor 18 shall provide dust control for the temporary access road during all times of Construction. 19 20