505 E Central Ave #B - DEF 1 - Plan

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CITY OF SANTA ANA SPECIFICATIONS PROJECT NO.: XX-XXXX PROJECT TITLE 144 Potholing of existing utilities, points of connection and service connections to determine exact depth and field locations shall be the responsibility of the Contractor. The Contractor shall determine the location and depth of all utilities including service connections and points of connection, which may affect or be affected by its operation, three (3) weeks in advance. In the event of any conflicts the Engineer shall be immediately notified. City owned utility frames and covers for survey monuments, water meter, water valves, traffic signal and street light pull boxes, and manholes within the area to be paved or graded, shall be set to finish grade by Contractor after construction of new pavement. In Portland cement concrete pavement and sidewalk areas, City utility frames and covers shall be adjusted to grade prior to placement of concrete. Contractor shall supply new sewer manhole frame and covers, sewer cleanout frame and covers, concrete rings and water valve pot frame, canister and lids per City of Santa Ana Standard Plans. Prior to paving, an "I.D. Locator" shall be attached to each valve box or manhole cover. An "ID Locator" is a rubberized marker approximately 4" high that adheres to the utility cover and pops-up after paving for easy identification and location of the respective valve box or manhole. Contractor shall measure and tie-out locations of manholes and water valves prior to paving. 6.04 LANDSCAPING AND IRRIGATION REPAIR This section shall conform to Sections 212 and 308 of the Standard Specifications and these Special Provisions. All lawn and landscaped areas disturbed by the Contractor as part of or as a result of the work shall be prepared/brought 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. 6.05 PORTLAND CEMENT CONCRETE (PCC) CROSS GUTTER This work shall consist of replacing PCC cross-gutter from the spandrel to street centerline (cold joint to cold joint) to facilitate water main construction. All work shall be accomplished in accordance with City of Santa Ana Standard Plan No. 1109. The replacement areas are clearly indicated on the construction plans. Concrete shall be high early strength concrete, treated in accordance with section 201-1 to obtain (7) day compressive strength in (3) days. 6.06 TEMPORARY PAVING (WHEN TRENCHING IN PCC STREETS) In PCC streets, all trenches shall be backfilled and have temporary pavement installed or covered with steel traffic plates at the end of each working day. All steel plates shall be set flush with adjacent pavement. 505 E Central Ave #B11/6/2024