Laserfiche WebLink
4 . Do not use record documents for any other purpose and do not remove them <br /> from the field office . <br /> C . Recording : <br /> 1 . Label each document "PROJECT RECORD" in 2-inch high printed letters . <br /> 2 . Keep record documents current. <br /> 3 . Do not permanently conceal any Work until required information has been <br /> recorded . <br /> 1 . 2 RECORD DRAWINGS <br /> During the entire construction operation , the CONTRACTOR shall maintain <br /> records of all deviations from the Drawings and Specifications and shall prepare <br /> therefrom " record " drawings showing correctly and accurately all changes and <br /> deviations from the work , made during construction to reflect the work as it was <br /> actually constructed . The following items are required to be shown on County <br /> project record drawings: <br /> 1 . Right-of-way Swale/Drainage — All culvert inverts ; inlet grate and bottom <br /> elevations ; Swale beginning and end bottom elevations; and highs and lows <br /> along top of bank. Size of swale . <br /> 2 . Pipe Culvert/PVC Sleeves — All inverts , stations and offsets. <br /> 3 . Outfalls — All pipe inverts , weir box elevations , weir elevation , and sizes . <br /> 4 . Roadway/Off Site Drainage — All inverts ; manhole top elevation ; grate top <br /> elevations . <br /> 5 . Retention Ponds — Perimeter elevations , grade breaks, depths , and calculate <br /> pond area at control elevation and grade breaks above water surface . <br /> 6 . Roadway: <br /> a . Elevations of PVI at Profile Grade Line ( PGL) . <br /> b. Edge of pavement elevations at curb inlets. <br /> c. Install new roadway alignment control points upon final roadway <br /> completion . Include all intersections and side streets . Latitude , <br /> departure and elevations for all control points. <br /> d . Stations and offsets , all structures . <br /> 7 . Lateral J . Canal : <br /> Original and Final Cross Sections of the Lateral J Canal — The <br /> CONTRACTOR shall have a Registered Surveyor take original cross <br /> section shots of the Lateral J Canal prior to disturbance of the canal banks . <br /> The shots shall be taken at 100-foot intervals . The Registered Surveyor will <br /> take final cross-section shots at the same locations as the original shots . <br /> The CONTRACTOR shall submit four (4 ) sets of before and after Lateral J <br /> Canal cross-sections to the County that are certified by a Registered <br /> Surveyor. Cost of before and after canal cross-sections shall be included in <br /> GENERAL REQUIREMENTS <br /> GR-23 <br /> F:\Public Works\capital Projects\Oslo Road\Oslo Widening, Old Dixie to 27th Ave\CONTRACT DOCUMENTUVISION 1 - General <br /> Requirements.doc <br /> 5/23/01 <br />