2026-004 - Laserfiche WebLink

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GENERAL NOTES: 1. DRIVEWAY TO BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH THE COUNTY RESIDENTIAL DRIVEWAY SETBACKS DETAIL AND COUNTY SINGLE FAMILY CONSTRUCTION DETAILS INCLUDING: A. 12' MINIMUM DRIVEWAY WIDTH AT THE RIGHT—OF—WAY LINE. B. 24' MAXIMUM DRIVEWAY WIDTH AT THE RIGHT—OF—WAY LINE. C. TOTAL COMBINED WIDTH FOR ALL DRIVEWAYS SHALL NOT EXCEED 36'. D. ONE 11' DRIVEWAY (MAXIMUM WIDTH AT THE RIGHT—OF—WAY LINE) FOR ACCESS TO UNDEVELOPED PARCEL. 2. CORNER PARCELS SHALL ACCESS ONLY THE ROADWAY WITH THE LESSER FUNCTIONAL CLASSIFICATION, OR AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS. 3. WHEN CONNECTING TO A ROAD WITH A DRAINAGE SWALE OR DITCH, THE DRIVEWAY SHALL FOLLOW THE CONTOUR OF THE SWALE OR DITCH UNLESS A CULVERT OF COMPATIBLE SIZE AND ACCEPTABLE MATERIAL (AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS) IS INSTALLED [312.08(2A)(3b)]. 4. A PAVED ROAD SHALL RECEIVE A STRAIGHT LINE SAW CUT. 5. ALL DISTURBED AREAS OF THE RIGHT—OF—WAY SHALL BE SODDED WITHIN THREE (3) DAYS OF FINAL GRADING. 6. CURBS SHALL BE CUT AND MODIFIED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 520 (LATEST EDITION). DRIVEWAY CULVERT SPECIFICATIONS: 1. THE FOLLOWING PIPE MATERIALS ARE ACCEPTABLE: REINFORCED CONCRETE PIPE, FIBER REINFORCED CONCRETE PIPE, BITUMINOUS COATED CORRUGATED STEEL PIPE, ALUMINUM PIPE, ALUMINUM PIPE ARCH, BITUMINOUS COATED STRUCTURAL PLATE STEEL PIPE, BITUMINOUS COATED STEEL PIPE ARCH, HP AND HDPE N-12 PIPE [930.07(1[)(1)]. 2. THE MINIMUM CULVERT DIAMETER IS TWELVE INCHES (12") OR IT'S CROSS SECTIONAL EQUIVALENT [930.07(1 i)(1)]. THE PUBLIC WORKS DIRECTOR SHALL DETERMINE IF A LARGER PIPE SIZE IS REQUIRED BASED UPON LOCAL CONDITIONS AT THE TIME OF PERMIT APPLICATION. 3. WORKMANSHIP AND PIPE MATERIALS SHALL CONFORM TO FDOT AND ASTM STANDARD SPECIFICATIONS (LATEST EDITIONS). 4. ALL HP AND HDPE N-12 CULVERTS SHALL HAVE CONCRETE MITERED END SECTIONS PER THE COUNTY MITERED END SECTION DETAIL. A PRE—POUR INSPECTION IS REQUIRED. INVERTED DRIVEWAY (SWALE) SPECIFICATIONS: 1. THE DRIVEWAY, WHERE IT MEETS THE EXISTING EDGE OF ROADWAY, SHALL HAVE A TRANSITION SLOPE (4' WIDE MINIMUM) TO FOLLOW THE EXISTING ROADWAY SHOULDER. 2. THE TRANSITION SLOPE SHOULD BE A MINIMUM OF 2% WITH A 6% TYPICAL—VERTICAL TO HORIZONTAL. DRIVEWAY MATERIAL SPECIFICATIONS: 1. CONCRETE DRIVEWAYS SHALL BE A MINIMUM OF 6" THICK, 3,000 PSI FIBER REINFORCED CONCRETE ON A PROPERLY GRADED AND STABILIZED SUBGRADE COMPACTED TO 98% MAXIMUM DRY DENSITY PER AASHTO T-180. 2. CONCRETE DRIVEWAYS SHALL HAVE A THICKENED EDGE PER THE COUNTY RESIDENTIAL CONCRETE DRIVEWAY DETAIL. 3. ASPHALT DRIVEWAYS SHALL HAVE A MINIMUM OF 1" ASPHALT ON 6" THICK LIMEROCK OR COQUINA SHELL BASE (MINIMUM LBR 100) COMPACTED TO 98% MAXIMUM DRY DENSITY PER AASHTO T-180. 4. BRICK PAVER DRIVEWAYS SHALL HAVE A CONCRETE HEADER AS PER THE COUNTY HEADER/RIBBON CURB DETAIL. 5. CONCRETE, ASPHALT AND PAVER DRIVEWAYS MAY EXTEND FROM THE PROPERTY LINE INTO THE RIGHT—OF—WAY OF AN UNIMPROVED ROAD TO THE ROAD SIDE EDGE OF THE CULVERT OR TO THE CENTERLINE OF THE INVERT (IF THE DRIVEWAY IS INVERTED. 6. ASPHALT MILLINGS AND MARL/SHELL DRIVEWAYS ARE PERMITTED IN THE RIGHT—OF—WAY OF UNIMPROVED ROADS. 7. CONCRETE, ASPHALT AND PAVER DRIVEWAYS ARE PERMITTED IN THE RIGHT—OF—WAY OF A MILLINGS ROAD. 8. DRIVEWAY FLARES SHALL BE: (PLEASE ALSO REFER TO THE COUNTY RESIDENTIAL DRIVEWAY DETAIL) DATE: OCTOBER 2025 INDIAN RIVER COUNTY DEPARTMENT OF PUBLIC WORKS W L 3' 5' LOCAL/RESIDENTIAL 5' 7' COLLECTER 7' 9' ARTERIAL RESIDENTIAL DRIVEWAY SPECIFICATIONS DRAWING NO. PW -9