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2' MIN. 4' TO 8' <br />SOD <br />a <br />0.5 to2%MAX, <br />2' MIN. <br />SOD <br />6' <br />TOP OF SOD TO BE LAID <br />FLUSH WITH SIDEWALK <br />WITH 10h:1v OR FLATTER SUBGRADE <br />SLOPE FOR FIRST FOOT (TYP) CROSS SECTION <br />L <br />N <br />I <br />3/16" <br />JOINTS <br />1/2" <br />Lw <br />a <br />1/2" PREMOLDED EXPANSION <br />JOINT MATERIAL <br />NOTES: <br />1. SIDEWALK MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE FDOT STANDARD <br />SPECIFICATIONS SECTION 522 AND FDOT STANDARD PLANS INDEX 522 (LATEST EDITION). <br />2. ONLY FIBER REINFORCEMENT SHALL BE USED WITHIN THE COUNTY RIGHT—OF—WAY, STEEL IS NOT PERMITTED. <br />CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. <br />3. ALL SIDEWALKS WITHIN COUNTY RIGHT—OF—WAY SHALL BE SIX INCHES (6") THICK, WIDTH SHALL MATCH <br />EXISTING. <br />4. A MINIMUM OF ONE (1) COMPRESSIVE STRENGTH CYLINDER SAMPLE PER 50 CY OR ONE PER LOT, WHICHEVER <br />IS GREATER, SHALL BE TESTED AND COMPRESSIVE STRENGTH REPORTED AT 28 DAYS. <br />5. SLUMP SHALL BE THREE (3) TO FIVE (5) INCHES PER ASTM C143. <br />6. TESTING REQUIREMENTS MAY BE WAIVED UPON SUBMITTAL AND COUNTY APPROVAL OF THE CONCRETE <br />MANUFACTURER'S MIX DESIGN. <br />7. ALL DELETERIOUS MATERIALS SHALL BE REMOVED 6" BELOW THE BOTTOM OF THE SIDEWALK AND 6" BEYOND <br />SIDEWALK EDGES. <br />8 SIDEWALK SHALL BE CONSTRUCTED ON PROPERLY GRADED AND STABILIZED SUBGRADE COMPACTED TO 98% <br />MAXIMUM DRY DENSITY PER AASHTO T-180. <br />9. ALL ROOTS OVER 1" IN DIAMETER SHALL BE CUT 6" BELOW THE BOTTOM OF THE SIDEWALK. <br />10. CONCRETE SIDEWALK JOINTS SHALL BE PROVIDED AS FOLLOWS: <br />A. CONTRACTION JOINTS SHALL BE CUT TO 1-1/2" DEPTH AT INTERVALS EQUAL TO THE WIDTH OF THE <br />SIDEWALK WITH A MAXIMUM SPACING OF 5'. <br />B. AN EXPANSION JOINT WILL BE PLACED AT THE END OF ALL RETURNS, AT FIXED OBJECTS (DRIVEWAYS, <br />CURBS, ETC.) AND AT INTERVALS NOT TO EXCEED 20'. <br />C. EXPANSION JOINTS SHALL BE CONSTRUCTED WITH 1/2" PREMOLDED EXPANSION JOINT MATERIAL. <br />11. SOD 2' MINIMUM BEYOND SIDEWALK EDGES AND ALL DISTURBED AREAS. SOD TO BE LAID WITHIN 3 DAYS OF <br />FINAL GRADING. <br />DATE: OCTOBER 2025 <br />INDIAN RIVER COUNTY <br />DEPARTMENT OF <br />PUBLIC WORKS <br />CONCRETE <br />SIDEWALK <br />DRAWING <br />NO. <br />PW -5 <br />