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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 /> F:\Public Works\ENGINEERING DIVISION PROJECTS\1760 Victor Hart Sr.Complex Drainage Improvements\1-Admin\Bids\Bid <br /> Documents\IRC-1760 APPEN A 20180810.doc <br />