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I 1- 6„ <br />CONCRETE ° <br />DRIVEWAY <br />U? .1.6, R ° <br />F •. d <br />MIN. 1' <br />MAX. 2' <br />CONCRETE <br />DRIVEWAY <br />ROUND CORNERS---' L 4" THICK <br />CONCRETE SLAB <br />MITERED END PLAN <br />jr- ­. ---{ '­­ 6" <br />MITERED END ELEVATION <br />NOTES: <br />1. THE CONCRETE SHALL BE A MINIMUM OF 4", 3,000 PSI WITH FIBER MESH REINFORCEMENT. WELDED WIRE IS <br />NOT PERMITTED IN THE RIGHT—OF—WAY. <br />2. THE CULVERT PIPE, REGARDLESS OF MATERIAL, SHALL BE CUT FLUSH WITH THE SLOPE OF THE MITERED END. <br />3. THE TOP OF THE MITERED END SHALL BEGIN NO LESS THAN 1' AND NO MORE THAN 2' FROM THE EDGE OF <br />THE DRIVEWAY. THIS AREA SHALL NOT BE ASPHALT, CONCRETE OR PAVERS. <br />4. THE TOP OF THE MITERED END SHALL HAVE ROUNDED CORNERS, 1.5' RADIUS. <br />5. A THICKENED EDGE WITH #4 REBAR SHALL BE PROVIDED. <br />6. D=PIPE DIAMETER <br />7. A PRE—POUR INSPECTION IS REQUIRED. <br />DATE: OCTOBER 2025 <br />INDIAN RIVER COUNTY <br />DEPARTMENT OF <br />PUBLIC WORKS <br />MITERED END <br />SECTION <br />DRAWING <br />NO. <br />PW -8 <br />