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1 <br /> CITY OF EVERETT SPECIAL PROVISIONS <br /> when requested by the Engineer. Copies of the City provided survey control data are <br /> available for the Bidder's inspection at the office of the Project Engineer. <br /> Any staking requirements for the Project that do not fit field conditions will be reviewed <br /> and if necessary adjusted by the Engineer. Any necessary revisions to the staking <br /> information will be provided to the Contractor for use in completing the Work. <br /> Stakes, marks, and other reference points, including existing monumentation, set by <br /> the City shall be carefully preserved by the Contractor. The Contractor will be charged <br /> for the costs of replacing stakes, markers and monumentation that were not to be 111disturbed but were destroyed or damaged by the Contractor's operations. This charge <br /> will be deducted from monies due or to become due to the Contractor. <br /> To facilitate the establishment of these lines and elevations, the City will provide the <br /> Contractor with the following survey control: <br /> ROADWAY, SURFACING AND PAVING <br /> Establish elevation bench marks and center or base line alignment control <br /> points for the mainline, one time only. Provide right of way stakes where <br /> applicable. <br /> Provide rights-of-way, easements or right-of-entry. <br /> Provide the Contractor with technical advice if requested. <br /> Computed grades where needed. <br /> Provide horizontal and vertical curve data. I <br /> OTHER STRUCTURES <br /> Centerline or offset coordinates to centerline of the structure. <br /> Monuments and control points as shown on the Plans. <br /> The Contractor shall give the City three weeks notification to allow adequate <br /> time to provide the above data. <br /> The Contractor shall ensure a surveying accuracy within the following tolerances: <br /> 1. Slope stakes ±0.1 foot <br /> 2. Subgrade blue tops ±0.01 foot ' <br /> 3. Stationing ±0.01 foot <br /> 4. Alignment ±0.01 foot <br /> 5. Surfacing red & yellow tops ±0.01 foot <br /> 6. Superstructure elevations ±0.01 foot (from plan elevations) <br /> 7. Substructure ±0.02 foot (from plan elevations) <br /> The Contractor shall slope stake the roadway before any construction may proceed. 111Slope stakes shall be set at 50' maximum intervals on tangents and 25' on curves. <br /> Subgrade bluetops and surfacing red and yellow tops shall be set at 50' intervals in <br /> tangent sections, 25' intervals in curve sections, and 10' intervals in intersection radii. <br /> The Contractor's surveyor shall be a licensed surveyor in the State of Washington. <br /> The Contractor shall keep updated survey field notes in a standard field book and in a <br /> format set by the Engineer. These field notes shall include all survey work performed <br /> by the Contractor's surveyor in establishing line, grade and slopes for the construction <br /> work. Copies of these field notes shall be provided to the Engineer upon request; and, <br /> upon completion of the Contract Work, the field book shall be submitted to the <br /> Engineer and become property of the City. 111 <br /> SEWER SYSTEM REPLACEMENT AND CAPACITY IMPROVEMENTS SEWER"M" PHASE II <br /> WO No.— UP3470-10 Division 1 — GENERAL REQUIREMENTS April 2016 <br /> SP—82 <br /> I <br />