50'_ROW_Sidewalk.pdf
PDF 490 KB Posted
- Solicitation number
- 2621ITB
- Issued by
- Volusia County, Florida
About this file
This is a specification document for the City of Daytona Beach related to the Mosaic Sidewalk Modifications project in Volusia County, Florida, detailing right-of-way and sidewalk infrastructure requirements. The project encompasses three phases (1A, 1B, and 1B1) and involves the removal and replacement of existing sidewalks with concrete and architectural pavers, including landscape restoration. Specific deliverables include installation of 9,208 square yards of concrete sidewalk, 45,000 square feet of architectural pavers, 220 square feet of detectable warning surfaces, and 7,401 square yards of performance turf. Bids must be submitted electronically through the OpenGov procurement platform by January 6, 2026, at 2:00 p.m. A non-mandatory pre-bid conference is scheduled for December 17, 2025, at 10:00 a.m. via Microsoft Teams. The project term extends from substantial completion with a one-year general warranty period and includes provisions for liquidated damages for schedule non-compliance.
Contractors must demonstrate a minimum of three years of successful operations and hold appropriate licensure. Bidders are required to submit 10 percent bid security and, if awarded, furnish 100 percent performance and payment bonds. A local vendor preference provision allows local vendors within 10 percent of the lowest bid to submit best and final offers. Contractors must maintain a minimum combined single limit liability insurance of $1,000,000. Mobilization and maintenance of traffic costs are capped at 5 percent of the total project amount. Evaluation criteria include responsiveness, responsibility, technical compliance with City of Daytona Beach and Florida Department of Transportation specifications, and bid pricing across three distinct sections: Concrete Sidewalk, Brick Pavers-Driveways, and Landscape. The City reserves the right to award multiple contracts or select secondary bidders based on overall project requirements.
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Text version
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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AutoCAD SHX Text 6"
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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"
AutoCAD SHX Text 12"
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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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