Item 18 - Traffic Signal Installation at Segerstrom Avenue and Rosewood Avenue

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CITY OF SANTA ANA SPECIFICATIONS PROJECT NO.: 25-6030 TRAFFIC SIGNAL INSTALLATION AT SEGERSTROM AVENUE AND ROSEWOOD AVENUE for pavement, curb and gutter. Longitudinal joints shall be aligned such that they will cross manholes and water valves at centerline if possible. Transverse construction joints within F shall cross all manholes and water valves. Provide a weakened plane joint around the perimeter of all utility vaults. 1.16 LANDSCAPING AND IRRIGATION REPAIR This section shall conform to Sections 212 and 308 of the Standard Specifications. All lawn and landscaped areas disturbed by the Contractor as part of or as a result of the work shall be preparedibrought to adjacent grade and restored to match existing landscaping. If there are any existing sprinkler heads and irrigation lines in the construction areas, whether on public or private property, they shall be replaced or relocated by the Contractor. 1.17 ROOT SHAVING Root shaving shall be done in accordance with City of Santa Ana Standard Plan No. I I24A at locations designated on Plans or as directed by the Engineer. Prior to shaving any tree root, the Contractor shall coordinate with the City's Tree Maintenance Supervisor. 1.18 ADJUSTMENT OF SURFACE UTILITIES TO GRADE General All AGENCY -owned utility frames and covers within the area to be paved or graded, shall be set to finished grade by Contractor after construction of new asphalt concrete pavement as shown on the plans, per these Special Provisions and the Standard Specifications in 301-1.6 "Adjustment of Manhole Frame and Cover Sets to Grade" and in conformance with the City's Standard Plans. In Portland cement concrete pavement and sidewalk areas, AGENCY -owned utility frames and covers shall be adjusted to grade prior to placement of concrete. All other utility frames and covers shall be set to finished grade by the respective utility company. Manholes and other structures in asphalt concrete pavement shall be set to finished grade in accordance with the provisions of subsection 302-5.8 of the Standard Specifications. Contractor shall tie out all utility locations prior to paving. Pill] Rnxes When lowering pull boxes to new grade, box frame and lid shall have a minimum 4" clearance from any cabling. If necessary, Contractor shall lower conduit by redirecting conduit or removing Subgrade in box area. Cost shall be included in the price bid for adjusting to grade, and no additional allowance shall be made therefore.