PAVING. Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all possible control as established or attained during preliminary survey, including but not limited to – sec- tion corners, property irons, intersection center-center irons, other set monuments; any necessary points for establishing BL, including P.I.’s in BL ▪ center of signal poles, service and junction boxes, controller, etc.; ends and P.I.’s for retaining walls, at back of walls THE SAME COORDINATE SYSTEM SHALL BE USED FOR ALL SEPARATE PHASES OF A LARGER INFILL OR ARTERIAL STREET PROJECT. In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL sta- tion and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial streets ▪ BL station and offset at all R/W changes; include R/W corners at all intersections, even if no change in R/W ▪ Clearly show existing grades at R/W and beyond; identify removal limits beyond R/W (for grade purposes) with BL station and offset, or dimension from R/W ▪ Show offset distance between BL and proposed street CL when not the same; establish clear relationship be- tween the two ▪ BL station and offset to center of signal poles, service and junction boxes, controllers, etc. ▪ BL station and offset to back of retaining walls, at ends of walls and all P.I.’s ▪ Concrete pavement – provide detailed joint pattern, dimensions, and elevations for all valley gutters, inter- sections, and mainline pavement; should be separate plan sheet(s) with clear and project-specific details ▪ Storm Sewer – BL station and offset for all curb inlets, drop inlets, manholes, and other structures (to the coordinate point locations detailed in previous sheets); same for SS and WL – pertinent facilities should be referenced to BL station and offset ▪ Sanitary Sewer – show deflection angles between MH’s ▪ Curve Tables – should include bends, tees, valves, FH’s etc. for waterlines; ends-of-return, P.I.’s, etc. for paving ▪ Should be able to accurately scale off of plans Attachment No. 3 to Exhibit “A” – CIP Scope of Services Attachment No. 4 to Exhibit “A” – CIP Scope of Services EXHIBIT “B” REVISED NON-DISCRIMINATION AND EQUAL EMPLOYMENT OPPORTUNITY/AFFIRMATIVE ACTION PROGRAM REQUIREMENTS STATEMENT FOR CONTRACTS OR AGREEMENTS During the term of this contract, the contractor or subcontractor, vendor or supplier of the City, by whatever term identified herein, shall comply with the following Non-Discrimination--Equal Employment Opportunity/Affirmative Action Program Requirements:
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