Pedestrian_Access_Path.pdf
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- Attached to
- 2620ITB - Main Street Pier Repairs - 2026
- Solicitation number
- 2620ITB
- Issued by
- Volusia County, Florida
About this file
This is a construction drawing set for the City of Daytona Beach, Florida, depicting the partial boardwalk and railing replacement project at the Main Street Pier. The project involves the demolition and renovation of specific sections of the pier's concrete slab, beams, deck, and guardrail systems across eight identified sections spanning approximately 274 feet. Key work items include demolishing existing concrete structural elements and steel components, removing damaged plywood guardrail sections and replacing them with open guard members, installing new 2x8 marine-grade pressure-treated decking to match existing elevation, adding new diagonal bracing, and coordinating with mechanical, plumbing, electrical, and fire protection trades for utility relocation. The drawing set establishes specific renovation limits, identifies 54 bent locations, and requires field verification of existing structure dimensions prior to construction. Contractors must maintain pedestrian and delivery cart access paths during both demolition and construction phases, coordinate concrete surface finishes with the owner, and are responsible for disposal of all demolished materials to designated county solid waste facilities.
The contractor must include costs for all repair items necessary to complete the scope of work, including temporary shoring and tightening of existing loose bolts. All newly installed lumber shall be pressure treated and all new reinforcing bars must be epoxy coated. The contractor is prohibited from salvaging wood members from the demolished boardwalk. Coordination with the owner is required regarding exposed concrete surface finishes, paint specifications, and the color selection for the new deck, which must be submitted for approval prior to installation. The project is identified as Project Number 2019-4115 and was prepared by a licensed professional engineer, with drawings dated May 23, 2025, and associated with the City of Daytona Beach's 2620 ITB solicitation for Main Street Pier Repairs.
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Text version
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SECTION 1
SECTION 2
SECTION 3
SECTION 4
SECTION 5
SECTION 6
SECTION 7
SECTION 8
S101
VIF
274'-5 3/4" +/-
S200
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34'-5" +/-
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75'-1 1/2" +/-
RENOVATION LIMIT
RENOVATION LIMIT
RENOVATION LIMIT
RENOVATION LIMIT
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SECTION 1
SECTION 2
SECTION 3
SECTION 4
SECTION 5
SECTION 6
SECTION 7
SECTION 8
S1013
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RENOVATION LIMIT
RENOVATION LIMIT
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SIM
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1. DIMENSIONS OF EXIST STRUCTURE SHALL BE VERIFIED IN FIELD PRIOR TO ANY
CONSTRUCTION WORK. NOTIFY ENGINEER IMMEDIATELY IN CASE OF ANY DISCREPANCY
BETWEEN CONSTRUCTION DRAWINGS AND SITE CONDITIONS.
2. ALL NEWLY INSTALLED LUMBER SHALL BE PRESSURE TREATED. REFER TO GENERAL NOTES
ON SHEET S001 FOR SPECIFICATIONS.
3. CONTRACTOR SHALL VERIFY IN FIELD THE PRESENCE OF ANY EXIST UTILITY
CONDUITS/PIPING PRIOR TO ANY CONSTRUCTION WORK.
4. REFER TO ELECTRICAL, MECHANICAL & PLUMBING DRAWINGS FOR REPAIRS RELATED TO
BOARDWALK REPLACEMENT AND GUARDRAIL REPAIR WORK.
5. INDICATES AREA OF CONCRETE SLAB AND BEAMS TO BE DEMOLISHED.
6. INDICATES AREA OF GUARDRAIL WHERE PLYWOOD ABOVE THE DECK ELEVATION TO
BE REMOVED AND REPLACED WITH OPEN GUARD MEMBERS. SEE DEMO PLAN.
7. INDICATES AREA WHERE NEW OPEN GUARD IS TO BE INSTALLED AND FASTENED TO
WOOD POSTS. SEE RENO PLAN.
8. CONTRACTOR SHALL INCLUDE IN THE BIDDING PHASE COST OF EVERY REPAIR ITEM DEEMED
NECESSARY BUT NOT SHOWN ON THESE DRAWINGS IN ORDER TO COMPLETE THE SCOPE OF
WORK.
9. ALL NEW REINFORCING BARS ARE EPOXY COATED.
10. WOOD MEMBERS DEMOLISHED FROM EXISTING BOARDWALK SHALL NOT BE SALVAGED.
CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING ALL DEMOLISHED ELEMENTS AND
CONSTRUCTION DEBRIS TO A SOLID WASTE SITE DELEGATED BY THE LOCAL COUNTY SOLID
WASTE MANAGEMENT.
11. CONTRACTOR SHALL COORDINATE WITH OWNER THE EXPOSED CONC SURFACE FINISHES
INCLUDING, BUT NOT LIMITED TO, SMOOTH FINISH REQUIREMENT, AND PAINT AND COLOR
REQUIREMENTS.
12. TEMPORARILY SHORE THE EXIST STRUCTURE AS REQUIRED. SHORING DESIGN BY
CONTRACTOR.
13. TIGHTEN ALL EXISTING BOLTS THAT HAVE BECOME LOOSE.
14. INDICATES NEW DIAGONAL BRACING TO BE ADDED.
SEAL:
DRAWN BY:
APPROVED BY:
SCALE:
CHECKED BY:
DATE:
PROJECT NUMBER:
PROJECT TITLE:
ISSUE:
PROJECT INFORMATION:
SHEET TITLE:
SHEET NUMBER:
AS NOTED
www.graef-usa.com
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2300 Maitland Center Parkway, Suite 210 Maitland, FL 32751
407 / 659 6500
This item has been digitally signed and sealed by Scott D. Hinrichs, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Scott D. Hinrichs PE License #: 67810
CERT # 4270
PERMIT SET
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CITY OF DAYTONA BEACH
MAIN STREET PIER
PARTIAL BOARDWALK AND
RAILING REPLACEMENT
OVERALL PLAN
05/23/2025
S100
2019-4115
JA
WL
SH
3/64" = 1'-0"1
OVERALL DEMO PLAN
1 DEMO EXIST CONC SLAB, CONC BEAMS, CONC CORBEL ON SIDE OF FORMER SPACE NEEDLE
FOUNDATION, STEEL CHANNELS AND ANGLES WITHIN THE HATCHED AREA.
2 DEMO EXIST PLYWOOD OF THE GUARDRAIL ABOVE THE BOARDWALK ELEVATION ALONG THE
LENGTH INDICATED BY THE HATCH AND REPLACE WITH OPEN GUARD MEMBERS. DO NOT DEMO
OR CUT PLYWOOD THAT IS NOT DAMAGED BELOW THE BOARDWALK ELEVATION.
3 COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION FOR
RELOCATION OF EXIST FIXTURES.
4 EXIST CONC PILE CAP SHALL NOT BE DEMOLISHED. REFER TO SHEET S205 FOR CONCRETE
REPAIRS REQUIRED.
5 INSTALL NEW OPEN GUARD. SEE DETAILS FOR ADDITIONAL INFORMATION.
6 NEW DECK AND DECK SPANNING DIRECTION SHALL BE 2X8 MARINE GRADE BY
LUMBEROCK (OR APPROVED EQUAL). TOP OF DECK ELEVATION SHALL MATCH ADJACENT WOOD
DECK ELEVATION AND TOP OF EXIST CONC PILE CAP ELEVATION. SUBMIT COLOR OF DECK TO
OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
3/64" = 1'-0"2
OVERALL RENO PLAN
N
N GENERAL SHEET NOTES
SHEET KEYNOTES
VeenstraMark Rectangle
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VeenstraMark Text Box Pedestrian /Delivery Cart Path to be maintained during construction
VeenstraMark Text Box Pedestrian /Delivery Cart Path to be maintained during Demolition
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VeenstraMark Text Box Pedestrian Access Plan
VeenstraMark PolyLine
VeenstraMark Callout Pedestrian Barrier Or Fencing
VeenstraMark Callout Pedestrian Barrier Or Fencing
VeenstraMark PolyLine
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