Lake-Fairfield-Ped-Bridge-REHAB_Drawings-REVISED.pdf

PDF 1 MB Posted Oct 23, 2025

Attached to: LAKE FAIRFIELD PEDESTRIAN BRIDGE REHAB AND BOARDWALK REPLACEMENT
Solicitation number: IFB #26043
Issued by: Greenville County, South Carolina

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Written by GovTribe AI · Dec 29, 2025

Lake Fairfield Pedestrian Bridge Rehabilitation and Boardwalk Replacement – Drawing Set Summary

This file consists of revised construction drawings for the Lake Fairfield Pedestrian Bridge Rehabilitation and Boardwalk Replacement project, prepared by the Greenville County Engineering Department for the Greenville County Capital Improvement Program. The drawing set includes three sheets: a cover sheet, a pedestrian bridge and boardwalk layout and profile (PB-1), and boardwalk and bridge deck sections with details and notes (Dt-1). The project involves comprehensive rehabilitation of a 60-foot steel pedestrian bridge and approximately 210 linear feet of boardwalk (80 linear feet and 130 linear feet sections) located at Lake Fairfield Drive in Greenville, South Carolina. The scope includes removal and replacement of existing 3"x8" pine deck boards with 5/4"x6" hardwood decking, installation of new pressure-treated Southern Yellow Pine support structures, new hardwood handrails and railings, concrete pier and footing work, and application of waterproofing treatments. The bridge deck elevation is specified at 923.50 feet above mean low water at midpoint, with the 100-year flood elevation at 921.0 feet. The drawings were issued on October 9, 2025, marked as "Revised Design for Bids," and include detailed specifications for materials, fasteners, and installation methods.

The drawings specify that all workmanship and materials must conform to South Carolina Department of Transportation Standard Specifications for Highway Construction and the Book of Standard Drawings for Road Construction, latest editions. Hardwood lumber is specified as select kiln-dried teak or Brazilian ash, while softwood lumber must be CCA pressure-treated Southern Yellow Pine with minimum treatment levels of 0.25 PSF for above-ground applications and 0.60 PSF for ground-contact applications. All fasteners, including bolts, lag screws, and deck screws, must be hot-dipped galvanized, stainless steel, or otherwise coated for exterior use. The contractor is responsible for verifying all utility locations, implementing erosion and sediment control best management practices, pressure washing the bridge structure prior to rehabilitation, and obtaining 811 utility locating services at least three days before digging. The drawings note that the county has already removed screws from existing bridge deck boards, leaving removal and disposal as a contractor responsibility. Additional requirements include installing Simpson Strong-Tie hurricane clips at interior floor joist connections, applying two coats of clear waterproofing (Thompson's Waterseal, Olympic Waterguard, or approved equal) to specified lumber, and compliance with all notation requirements for safe installation and durability.

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Other files

File	Type	Posted
LAKE_FAIRFIELD_PEDESTRIAN_BRIDGE_REHAB_AND_BOARDWALK_REPLACEMENT.pdf	PDF	Oct 24, 2025
Lake-Fairfield-Ped-Bridge-REHAB_Drawings-REVISED.pdf	PDF	Oct 23, 2025
Lake_Fairfield_Pedestrian_Bridge_REHAB_Project_Description-REVISED.doc	DOC document	Oct 23, 2025
Lake_Fairfield_Pedestrian_Bridge_REHAB_Bid_Tab_REVISED.pdf	PDF	Oct 23, 2025
COG_Sub_W9_.pdf	PDF	Oct 20, 2025
Sample_Construction_Agreement.pdf	PDF	Oct 20, 2025

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Site

Lake Fairfield Boardwalk

Cv-1

& Pedestrian Bridge REHAB Greenville County Capital Improvement Program

Site

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INDEX OF DRAWINGS

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SHEET NO.

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DESCRIPTION

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COUNT

AutoCAD SHX Text Cv-1

AutoCAD SHX Text Cover Sheet

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PB-1

AutoCAD SHX Text Pedestrian Bridge & Boardwalk - Layout & Profile

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AutoCAD SHX Text Dt-1

AutoCAD SHX Text Boardwalk & Bridge Deck - Sections, Details & Notes

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TOTAL

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AutoCAD SHX Text Bypass

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TRAVELERS REST

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MAULDIN

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SIMPSONVILLE

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FOUNTAIN INN

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GREER

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CITY OF GREENVILLE

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MARIETTA

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PELZER

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TIGERVILLE

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LAKE LANIER

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PIEDMONT

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GOWENSVILLE

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PRINCETON

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TAYLORS

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CLEVELAND

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POLK COUNTY, NC

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HENDERSON COUNTY, NC

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TRANSYLVANIA COUNTY, NC

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ABBEVILLE COUNTY

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LAURENS COUNTY

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SPARTANBURG COUNTY

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PICKENS COUNTY

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ANDERSON COUNTY

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CLIFFS VALLEY

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NPDES PERMIT INFORMATION

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PROJECT

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DISTURBED

AutoCAD SHX Text Lake Fairfield Rd

AutoCAD SHX Text 0 Ac.

AutoCAD SHX Text NOTE: THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPs) AS NECESSARY TO PREVENT IMPACT TO PRIVATE PROPERTIES ADJACENT TO THE CONSTRUCTION ZONE. FAILURE TO DO SO MAY RESULT IN ENFORCEMENT ACTION AND/OR FINES BY COUNTY AND/OR OTHER REGULATORY AUTHORITIES.

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SHEET NO.

AutoCAD SHX Text NOTE: ALL WORKMANSHIP AND MATERIALS ON THIS PROJECT SHALL CONFORM WITH SOUTH CAROLINA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION, AND BOOK OF STANDARD DRAWINGS FOR ROAD CONSTRUCTION, LATEST EDITION.

AutoCAD SHX Text GREENVILLE COUNTY ENGINEERING DEPARTMENT 301 UNIVERSITY RIDGE, SUITE 3000-S GREENVILLE, SOUTH CAROLINA 29601-3660 OFFICE: (864) 467-7010

AutoCAD SHX Text THE CONTRACTOR MUST CALL 811 AT LEAST 3 DAYS BEFORE DIGGING. THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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REVISIONS

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PRINTED:

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PRELIMINARY FOR REVIEW ONLY

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REVISED DESIGN FOR BIDS

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AutoCAD SHX Text 10/9/2025

Pedestrian Bridge & Boardwalk Layout & Profile PB-1Lake Fairfield Boardwalk

& Pedestrian Bridge REHAB

BRUSHY CREEK

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AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+50

AutoCAD SHX Text 2+70

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AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+50

AutoCAD SHX Text 3+00

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISIONS

AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF GREENVILLE COUNTY AND SHALL NOT BE COPIED OR ALTERED WITHOUT THE PERMISSION OF THE ENGINEERING & MAINTENANCE DIVISION.

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PRINTED:

AutoCAD SHX Text 10/9/2025

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PRELIMINARY FOR REVIEW ONLY

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REVISED DESIGN FOR BIDS

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BOARDWALK SUPPORT (TYP)

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60' STEEL BRIDGE

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100-YR FLOOD ELEV=±921.0

AutoCAD SHX Text 8"x8" SUPPORT POSTS (TYP)

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NOTE: BOARDWALK HANDRAILS ARE NOT SHOWN ON THIS PROFILE.

AutoCAD SHX Text 60'Lx5'W STEEL BRIDGE TOP DECK=±923.50 ATMIDDLE OF SPAN

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C.I.P. FOOTING

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C.I.P. PIER

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GROUND SURFACE

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BOARDWALK T/DECK

AutoCAD SHX Text Gas Valve

AutoCAD SHX Text Water Valve

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text Water Meter

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Exist. Catch Basin

AutoCAD SHX Text New Catch Basin

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MET

AutoCAD SHX Text SS Manhole

AutoCAD SHX Text Utility Pole

AutoCAD SHX Text Exist. Junction Box

AutoCAD SHX Text Stone Check Dam

AutoCAD SHX Text New Junction Box

AutoCAD SHX Text Riprap Apron

AutoCAD SHX Text Wood Fence

AutoCAD SHX Text Flow Path

AutoCAD SHX Text Silt Fence

AutoCAD SHX Text Property Line

AutoCAD SHX Text Easement Line

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UGC

AutoCAD SHX Text Cable (Underground)

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UGP

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OHP

AutoCAD SHX Text Metal Fence

AutoCAD SHX Text Existing Contours

AutoCAD SHX Text Power (Overhead)

AutoCAD SHX Text Power (Underground)

AutoCAD SHX Text Proposed Contours

AutoCAD SHX Text G

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AutoCAD SHX Text Gas Line

AutoCAD SHX Text Sanitary Sewer Line

AutoCAD SHX Text W

AutoCAD SHX Text Exist. Storm Drain

AutoCAD SHX Text Water Line

AutoCAD SHX Text New Storm Drain

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AutoCAD SHX Text Gas Meter

AutoCAD SHX Text Pedestal

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PED

AutoCAD SHX Text W

AutoCAD SHX Text G

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MET

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SSV

AutoCAD SHX Text Sewer Service

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CSV

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PSV

AutoCAD SHX Text Power Service

AutoCAD SHX Text Cable Service

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WSV

AutoCAD SHX Text Gas Service

AutoCAD SHX Text Water Service

AutoCAD SHX Text Edge of Pvmt.

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GSV

AutoCAD SHX Text Curb & Gutter

AutoCAD SHX Text Extruded Curb

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GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 20 ft.

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5'W BOARDWALK (±80 LF)

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5'W BOARDWALK (±130 LF)

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BOARDWALK SUPPORT (TYP)

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BOARDWALK T/DECK

AutoCAD SHX Text 8"x8" SUPPORT POSTS (TYP)

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C.I.P. FOOTING AND PIER

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REDI-ROCK RETAINING WALL

LANDSCAPE TIMBER BORDER

Boardwalk & Bridge Deck Sections, Details & Notes Dt-1Lake Fairfield Boardwalk

& Pedestrian Bridge REHAB

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SHEET NO.

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SHEET NAME

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PROJECT NAME

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REVISIONS

AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF GREENVILLE COUNTY AND SHALL NOT BE COPIED OR ALTERED WITHOUT THE PERMISSION OF THE ENGINEERING & MAINTENANCE DIVISION.

AutoCAD SHX Text

PRINTED:

AutoCAD SHX Text 10/9/2025

AutoCAD SHX Text

PRELIMINARY FOR REVIEW ONLY

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REVISED DESIGN FOR BIDS

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%%UBOARDWALK REHAB

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GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text 5/4"x8" HARDWOOD TOP HANDRAIL

AutoCAD SHX Text 2"x10" SUPPORT BEAM P.T. SYP

AutoCAD SHX Text 8"x8" SUPPORT POST (TO REMAIN)

AutoCAD SHX Text 6"x6" SIDE POST P.T. SYP

AutoCAD SHX Text 2"x4" SIDE RAIL P.T. SYP

AutoCAD SHX Text 2"x6" TOE RAIL P.T. SYP

AutoCAD SHX Text 2"x10" FLOOR JOIST P.T. SYP

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1/2" GALV.BOLT, 8"L

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1/2" GALV.BOLT, 10"L

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1/2" GALV.LAG, 10"L

AutoCAD SHX Text 2"x4" SIDE RAIL P.T. SYP

AutoCAD SHX Text 2"x6" TOE RAIL P.T. SYP

AutoCAD SHX Text 5/4"x8" HARDWOOD TOP HANDRAIL

AutoCAD SHX Text 5/4"x6" HARDWOOD DECKING

AutoCAD SHX Text 2"x10" FLOOR JOIST P.T. SYP

AutoCAD SHX Text 2"x10" SUPPORT BEAM P.T. SYP

AutoCAD SHX Text 8"x8" SUPPORT POST P.T. SYP

AutoCAD SHX Text BOARDWALK REHAB NOTES: 1) HARDWOOD LUMBER TO BE SELECT KILN-DRIED TEAK OR BRAZILIAN ASH. 2) HARDWOOD DECKING FOR BOARDWALK TO BE PRE-GROOVED TO ALLOW ATTACHMENT USING HIDDEN FASTENERS AND S.S. SCREWS PER THE SUPPLIER GUIDELINES. 3) SOFTWOOD LUMBER TO BE CCA PRESSURE TREATED SOUTHERN YELLOW PINE. ABOVE-GROUND LUMBER SHALL BE TREATED WITH A MINIMUM 0.25 PSF CCA, AND GROUND-CONTACT LUMBER SHALL BE TREATED WITH A MINIMUM OF 0.60 PSF CCA. 4) ALL NUTS, BOLTS, LAG SCREWS AND WASHERS SHALL BE HOT DIPPED GALVANIZED. 5) ALL DECK SCREWS SHALL BE SQUARE DRIVE OR STAR DRIVE, STAINLESS STEEL, HOT DIPPED GALVANIZED, OR OTHERWISE COATED FOR EXTERIOR USE. 6) UNLESS BOLTED, SIDE RAILS TO BE MITERED/LAPPED AT POSTS AND ATTACHED USING SCREWS. 7) EDGES OF TOP HANDRAIL TO BE ROUNDED USING A 3/8" ROUTER BIT. 8) INSTALL 2X10 BLOCKING BETWEEN FLOOR JOISTS AT 10' O.C. 9) INSTALL SIMPSON STRONG-TIE HURRICANE CLIPS (H-3) AT EACH INTERIOR FLOOR JOIST/SUPPORT BEAM CONNECTION AS SHOWN.

AutoCAD SHX Text

2X6 P.T. SYP

AutoCAD SHX Text NOTE: COUNTY HAS ALREADY REMOVED SCREWS FROM EXISTING BRIDGE DECK BOARDS. CONTRACTOR TO REMOVE AND DISPOSE OF BOARDS.

AutoCAD SHX Text BRIDGE DECK REHAB NOTES: 1) CONTRACTOR TO PRESSURE WASH ENTIRE BRIDGE STRUCTURE BEFORE STARTING REHAB WORK, 2) EXISTING 3"X8" PINE DECK BOARDS ARE TO BE REMOVED AND DISPOSED 3"X8" PINE DECK BOARDS ARE TO BE REMOVED AND DISPOSED OF BY CONTRACTOR. 3) HARDWOOD LUMBER FOR BRIDGE SHALL BE SAME GRADE & MEET SAME SPECIFICATIONS AS HARDWOOD LUMBER FOR BOARDWALK. 4) SOFTWOOD LUMBER SHALL BE SOUTHERN YELLOW PINE TREATED WITH A MINIMUM 0.25 PSF CCA. 5) ALL DECK SCREWS SHALL BE #14 T20 STAR DRIVE SELF-TAPPING, REAMER TEK OR APPROVED EQUAL. 6) 2X6 SYP BOARDS ARE TO RECEIVE 2 COATS OF CLEAR WATERPROOFING BEFORE INSTALLATION. 7) AFTER DECK INSTALLATION IS COMPLETE, CONTRACTOR TO APPLY 2 COATS OF CLEAR WATERPROOFING TO HARDWOOD BOARDS. 8) WATERPROOFING TREATMENT TO BE THOMPSON'S WATERSEAL, OLYMPIC WATERGUARD OR APPROVED EQUAL.

AutoCAD SHX Text 14x4" T20 STAR DRIVE SELF-TAPPING SCREW (2 PER BOARD), REAMER TEK OR APPROVED EQUAL

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BRIDGE STRUCTURE

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1.5"X1.5" ANGLE (EDGE HOLD DOWN)

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1.5"X3" CHANNEL (DECK SUPPORT)

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%%UBRIDGE DECK REHAB

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%%USECTION VIEW

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%%USIDE VIEW

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%%USECTION VIEW

AutoCAD SHX Text 14x4" T20 STAR DRIVE SELF-TAPPING SCREW (AT 4' SPACING) REAMER TEK OR APPROVED EQUAL

5/4X6 HARDWOOD

Sheets and Views

Cv-1

PB-1

Dt-1

File details come from the government source that posted it. Updated Dec 29, 2025.