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GRAVITY SEWER: <br />1. Manholes: Elevation of top rim, bottom elevation and invert of each influent <br />and effluent line. <br />2. Show distance between manholes center -to -center and horizontal location <br />by baseline station and offset. <br />3. Show material size and type used to construct sewer mains. <br />4. Show length (center of manhole to end of stub) distances from known <br />reference points or baseline offsets, and elevation of stub -outs. <br />5. Show which services have twenty (20) foot length of DIP at water main <br />crossings. <br />6. Show station and offset location of sanitary services at property line. <br />Particular care in dimensioning needed in special situations, i.e., cul-de-sacs <br />and locations where services are not perpendicular to wye. <br />7. Show invert elevation of sanitary service at property line. <br />8. Any and all necessary dedicated easement locations, identified by O.R. Book <br />and Page Number. <br />PUMP / LIFT STATION: <br />Record Drawings shall show elevations for the top and bottom and diameter of wet <br />well along with invert of effluent line. Record Drawings should also indicate the <br />make, model number, horsepower, impeller and condition point of pumps selected <br />and installed, shape of wet well, location of control panel, location of pump out <br />connection, float level settings, any deviation from the plans, and serial number(s) <br />of the pump(s). <br />SURVEY CONTROL <br />1. Install/re-establish: It shall be the contractor's responsibility to hire a <br />Professional Surveyor and Mapper as defined per Chapter 472, Florida <br />Statutes, to replace any horizontal and vertical control shown on the <br />engineering plans that was destroyed during construction. <br />2. New roadway alignment control points (survey baseline or controlling line and all <br />points as indicated on the plans or control sheet) upon final roadway completion. <br />Include all intersections and side streets. State plane coordinates and <br />elevations for all control points. <br />3. If shown on plans or not: Any Public Land Corner or Governmental Survey <br />Control point(s), vertical control (bench marks), property corners destroyed <br />and/or disturbed during the scope of the project shall be properly re-established <br />as per standards as set forth within Florida Statutes, Administrative code and <br />Minimum Technical Standards for that type of survey. All said surveying. <br />mentioned above shall be performed under the direct supervision of a <br />registered Professional Surveyor and Mapper in the state of Florida and <br />certified accordingly. Said Governmental agency(s). shall be notified in writing of <br />disturbance and re -establishments. <br />01025-4 Technical Specifications <br />FAPublic Works\ENGINEERING DIVISION PROJECTS\1760 Victor Hart Sr. Complex Drainage Improvements\1-Admin\Bids\Bid <br />Documents\I RC-1760_APPEN_A_20180810. doc <br />