50'_ROW_Sidewalk.pdf
PDF 490 KB Posted
- Solicitation number
- 2621ITB
- Issued by
- Volusia County, Florida
About this file
This is a technical construction specification document prepared by the City of Daytona Beach's Technical Services Division for sidewalk construction within a 50-foot right-of-way (ROW). The document provides detailed cross-section drawings and material specifications for sidewalk installation, including two primary construction methodologies: concrete sidewalks and brick paver sidewalks. The specifications establish precise elevation requirements, slope parameters, and material gradations necessary for proper drainage and structural integrity. Key construction elements include a stabilized sub-base compacted to 98% minimum density per AASHTO T-180 standards at 75 PSI, with 6-inch depth concrete slabs specified at 3,400 PSI strength at 28 days, finished with light broom treatment. For brick paver installations, the document prohibits the use of mason sand and specifies 1-inch bedding sand conforming to ASTM C33 gradation standards, along with joint sand meeting ASTM C144 specifications. The sidewalk design mandates a cross-slope between 1% minimum and 2% maximum to facilitate stormwater drainage across the surface without obstruction by sod or landscaping.
The technical specifications establish absolute minimum and maximum elevation requirements, with curb elevation ranging from +3.60 inches minimum to +4.20 inches maximum, and baseline elevation set at 0.0 inches at the ROW line. The document applies uniformly across the entire lot width adjacent to the right-of-way and does not change at driveway approaches or drainage inlets. Sod areas must be recessed to accommodate the root system depth, with a maximum 1-inch reveal above finished sod grade. Driveway construction must match the grade at the back of the walk, utilizing a 6-inch concrete slab with 12-inch compacted sub-base for standard driveways, or brick pavers with specified bedding and joint sand for alternative paver driveways. These standards are intended to support the City's Mosaic Sidewalk Modifications project, with bidding conducted through the OpenGov procurement platform at https://procurement.opengov.com/portal/codb.
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TECHNICAL SERVICES DIVISION
DAYTONA BEACH
world famous
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SIDEWALK CROSS SLOPE (TYP)
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CURB
AutoCAD SHX Text ELEV: +4.20" max. ELEV: +3.60" min.
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NTS
AutoCAD SHX Text 6"
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ELEV: 0.0"
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PARKAGE
AutoCAD SHX Text 6" STABILIZE SUB-BASE 75 P.S.I. FBV (LBR 40) COMPACTED TO 98% MINIMUM DENSITY (AASHTO T-180)
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ELEV: +3.0"
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VARIES
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ROW
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AutoCAD SHX Text NOTE: THIS SECTION APPLIES TO ENTIRE WIDTH OF LOT ADJACENT TO RIGHT OF WAY, IT DOES NOT CHANGE AT DRIVEWAY APPROACHES OR DRAINAGE INLETS. 1. 1" max. REVEAL ABOVE SOD. 1" max. REVEAL ABOVE SOD. 2. ABSOLUTE MINIMUM & MAXIMUM SLOPE. ABSOLUTE MINIMUM & MAXIMUM SLOPE. 3. FOR BRICK PAVERS, DO NOT USE MASON SAND OR SAND CONFORMING TO FOR BRICK PAVERS, DO NOT USE MASON SAND OR SAND CONFORMING TO ASTM C144 FOR BEDDING SAND.
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AREA TO RECEIVE SOD TO BE RECESSED TO DEPTH OF SOD ROOT SYSTEM.
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SIDEWALK CROSS SLOPE (TYP)
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CURB
AutoCAD SHX Text 2% SLOPE (max.) 1% SLOPE (min.)
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ELEV: 0.0"
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6" CONCRETE (3400 PSI @ 28 DAYS) W/ LIGHT BROOM FINISH.
AutoCAD SHX Text STABILIZE SUB-BASE 75 P.S.I. FBV (LBR 40) COMPACTED TO 98% MINIMUM DENSITY (AASHTO T-180)
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ELEV: +3.0"
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VARIES
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ROW
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2- " BRICK PAVERS38" BRICK PAVERS
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SOD
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PAVER APRON
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1" BEDDING SAND
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6" CONC SLAB (3,400 PSI)
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12" COMPACTED SUB-BASE
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PAVER DRIVEWAY
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6" CONCRETE (3400 PSI @ 28 DAYS)
AutoCAD SHX Text 2% SLOPE (max.) 1% SLOPE (min.)
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STORMWATER FLOW ACROSS SIDEWALK SHALL NOT BE OBSTRUCTED BY SOD.
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AutoCAD SHX Text GRADATION FOR BEDDING SAND (ASTM C33) (ASTM C33) SIEVE SIZE PERCENT PASSING PERCENT PASSING 38" (9.5 mm) 100 100 No.4 (4.75 mm) 95 to 100 95 to 100 No.8 (2.36 mm) 80 to 100 80 to 100 No.16 (1.18 mm) 50 to 85 50 to 85 No.30 (0.6 mm) 25 to 60 25 to 60 No.50 (0.3 mm) 5 to 30 5 to 30 No.100 (0.15 mm) 0 to 10 0 to 10 No.200 (0.075 mm) 0 to 1 0 to 1
AutoCAD SHX Text GRADATION FOR JOINT SAND (ASTM C144) (ASTM C144) SIEVE SIZE PERCENT PASSING PERCENT PASSING No.4 (4.75 mm) 100 100 No.8 (2.36 mm) 95 to 100 95 to 100 No.16 (1.18 mm) 70 to 100 70 to 100 No.30 (0.6 mm) 40 to 75 40 to 75 No.50 (0.3 mm) 10 to 35 10 to 35 No.100 (0.15 mm) 2 to 15 2 to 15 No.200 (0.075 mm) 0 to 5 0 to 5
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AutoCAD SHX Text 6"
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SLOPE VARIES
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SLOPE VARIES
AutoCAD SHX Text DRIVEWAY TO MATCH GRADE AT BACK OF WALK ELEV: +4.20" max. +4.20" max. ELEV: +3.60" min.+3.60" min.
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THE CITY OF DAYTONA BEACH
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SECTION DETAIL
AutoCAD SHX Text 50' ROW-SW-Section
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50' ROW SIDEWALK
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CONSTRUCTION
AutoCAD SHX Text 07/2025
AutoCAD SHX Text 50' ROW-SW-Section
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P TRIMARCHI
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NTS
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J NELSON
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