Exhibit_A_-_Wimbee_Creek_Fishing_Pier_Demo_Plans_2026.pdf
PDF 5 MB Posted
- Attached to
- Wimbee Creek Trestle Demolition
- Solicitation number
- 060426
- Issued by
- Barnwell County, South Carolina
About this file
This document consists of demolition plans for the Wimbee Creek Fishing Pier in Beaufort County, South Carolina, prepared by McSweeney Engineers and dated April 20, 2026. The project involves the complete demolition and removal of a train trestle fishing pier structure located at the Wimbee Creek Boat Landing (latitude 32.5779, longitude 80.6693). The scope of work includes removal of the concrete deck, wood and steel superstructure, and all pilings down to channel bottom, while preserving the concrete abutment and its supporting piles. The pier structure consists of eight bents spanning approximately 365 feet, with the deck supported by steel plate girders over railroad ties. Demolition is limited to the outboard face of the existing abutment, and stairs are designated for removal. The contractor must install new chain link fencing across the abutment and implement environmental controls including silt fencing and turbidity barriers to prevent debris from entering the water.
The plans establish specific contractor responsibilities including field verification of all existing dimensions, elevations, and utilities; determination of demolition and erection procedures and sequencing; provision and maintenance of environmental controls compliant with federal, state, and municipal regulations; and daily removal or proper storage of all removed materials not designated for reuse. Standard construction work hours are limited to 7:30 AM to 5:00 PM Monday through Friday to minimize disturbance to nearby residential properties, with no work permitted on Sundays. The contractor assumes all liability for damage to structures, utilities, vessels, or public injuries and must repair any damage at no additional cost to the owner. Special attention is required for existing timber containing preservative materials, protection of the existing boat ramp, and compliance with regulations from the U.S. Army Corps of Engineers and the Office of Coastal Resource Management. Fuel storage is prohibited on site and must be brought daily as needed to prevent spills.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
W
IM
BE
E
CR
EE
K
PI
ER
D
EM
O
LI
TI
O N
BE
AU
FO
R
T
CO
UN
TY
, S C
T1
WIMBEE CREEK FISHING PIER
DEMOLITION
PROJECT VICINITY
SCALE = NTS
PROJECT LOCATION
SCALE = NTS
PROJECT SITE
PROJECT SITE
LAT 32.5779°
LONG 80.6693°
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
TITLE
AutoCAD SHX Text 300 W. COLEMAN BLVD MT. PLEASANT, SC 29464 (843) 974-5621 www.mcsweeneyengineers.com
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WDB
AutoCAD SHX Text
WDB
AutoCAD SHX Text
DBM
AutoCAD SHX Text 4/20/26
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1. THE CONTRACTOR IS ADVISED THAT THE DRAWINGS FORM A PART OF THE CONTRACT DOCUMENTS AND ALL THE CONTRACTOR IS ADVISED THAT THE DRAWINGS FORM A PART OF THE CONTRACT DOCUMENTS AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SIGNED CONTRACT AND THE DRAWINGS. THE CONTRACTOR SHALL KEEP A COPY OF THE CONTRACT DOCUMENTS ON SITE AT ALL TIMES DURING THE WORK. 2. ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS RELATING TO THE WORK SHALL BE FIELD VERIFIED ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS RELATING TO THE WORK SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STARTING THE WORK. 3. THE SIZE AND LOCATION OF ALL EXISTING UTILITIES IMPACTED BY THE WORK SHALL BE FIELD VERIFIED AND THE SIZE AND LOCATION OF ALL EXISTING UTILITIES IMPACTED BY THE WORK SHALL BE FIELD VERIFIED AND PROTECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DEMOLITION AND ERECTION PROCEDURES AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE DEMOLITION AND ERECTION PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY OF THE FACILITY. THE CONTRACTOR IS RESPONSIBLE TO ERECT, MAINTAIN AND REMOVE TEMPORARY SHORING TO COMPLETE THE WORK. ALL PROPOSED STAGING AREAS SHALL BE COORDINATED WITH THE OWNER BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DONE TO STRUCTURES, UTILITIES, AND VESSELS OR THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DONE TO STRUCTURES, UTILITIES, AND VESSELS OR INJURIES TO THE PUBLIC DURING THE PERFORMANCE OF THE WORK. ANY DAMAGE CAUSED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ENVIRONMENTAL CONTROLS AS REQUIRED BY FEDERAL, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ENVIRONMENTAL CONTROLS AS REQUIRED BY FEDERAL, STATE, AND MUNICIPAL REGULATIONS AND PERMITS. ENVIRONMENTAL CONTROLS SHALL INCLUDE BUT NOT LIMITED TO TURBIDITY, DUST, AND DEBRIS. 7. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE, AND MUNICIPAL REGULATIONS, THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE FEDERAL, STATE, AND MUNICIPAL REGULATIONS, INCLUDING THE FEDERAL DEPARTMENT OF LABOR, SAFETY, HEALTH ACT, U.S. ARMY CORPS OF ENGINEERS, OFFICE OF COASTAL RESOURCE MANAGEMENT, AND PERMITS. 8. STORAGE, FUELING, AND LUBRICATION OF EQUIPMENT AND MOTORIZED VEHICLES SHALL BE CONDUCTED IN STORAGE, FUELING, AND LUBRICATION OF EQUIPMENT AND MOTORIZED VEHICLES SHALL BE CONDUCTED IN A MANNER THAT AFFORDS THE MAXIMUM PROTECTION AGAINST SPILL AND EVAPORATION. FUEL, LUBRICANTS AND OIL SHALL BE MANAGED AND STORED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. THERE SHALL BE NO STORAGE OF FUEL ON THE PROJECT SITE. FUEL MUST BE BROUGHT TO THE SITE AS NEEDED. 9. STANDARD CONSTRUCTION WORK HOURS SHALL BE BETWEEN 7:30 AM AND 5:00 PM MONDAY THROUGH STANDARD CONSTRUCTION WORK HOURS SHALL BE BETWEEN 7:30 AM AND 5:00 PM MONDAY THROUGH FRIDAY IN ORDER TO MINIMIZE NOISE AND LIGHT DISTURBANCE TO NEARBY RESIDENTIAL PROPERTIES. NO WORK SHALL BE PERFORMED ON SUNDAY. SPECIAL WORK OUTSIDE OF THESE HOURS SHALL BE SCHEDULED WITH THE OWNER. 10. CONTRACTOR SHALL PROVIDE CONTROL MEASURES AS NECESSARY FOR PREVENTING DEBRIS FROM ENTERING CONTRACTOR SHALL PROVIDE CONTROL MEASURES AS NECESSARY FOR PREVENTING DEBRIS FROM ENTERING THE WATER.
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
TABLE OF CONTENTS TITLE AND NOTES SITE PLAN TYPICAL SECTIONS TYPICAL PHOTOGRAPHS
AutoCAD SHX Text T1 D1 D2 D3
AutoCAD SHX Text
1. THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES AS REQUIRED BY THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES AS REQUIRED BY ENVIRONMENTAL REGULATIONS AND AS REQUIRED TO PREVENT DEBRIS FROM ENTERING THE WATER. 2. ALL MATERIAL REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY ALL MATERIAL REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED DAILY FROM THE PROPERTY OR PROPERLY STORED IN AN APPROVED LOCATION ON SITE. REMOVED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS. 3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES AND WORK WHICH ARE CONTRACTOR SHALL PROTECT EXISTING UTILITIES AND WORK WHICH ARE TO REMAIN IN PLACE, BE REUSED, OR REMAIN THE PROPERTY OF THE OWNER. 4. THE CONTRACTOR IS ADVISED THAT EXISTING TIMBER CONTAINS THE CONTRACTOR IS ADVISED THAT EXISTING TIMBER CONTAINS PRESERVATIVE MATERIALS. 5. ALL PILING DESIGNATED FOR REMOVAL SHALL BE SQUARE CUT FLUSH ALL PILING DESIGNATED FOR REMOVAL SHALL BE SQUARE CUT FLUSH WITH THE ADJACENT CHANNEL BOTTOM OR BE FULLY EXTRACTED. 6. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE EXISTING BOAT CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE EXISTING BOAT RAMP OR ADJACENT FACILITIES. DAMAGE TO THE BOAT RAMP DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
AutoCAD SHX Text
DEMOLITION NOTES:
PLAN - BENTS 1 THROUGH 3
SCALE = 1:10
W
IM
BE
E
CR
EE
K
PI
ER
D
EM
O
LI
TI
O N
BE
AU
FO
R
T
CO
UN
TY
, S C
D1
PLAN - BENTS 4 THROUGH 8
SCALE = 1:10
AutoCAD SHX Text -5.2
AutoCAD SHX Text
2019 CHANNEL BOTTOM SOUNDING
AutoCAD SHX Text
FLOOD
AutoCAD SHX Text
EBB
AutoCAD SHX Text
WIMBEE CREEK
AutoCAD SHX Text
ABUTMENT
AutoCAD SHX Text
UPSTREAM FASCIA
AutoCAD SHX Text
DOWNSTREAM FASCIA
AutoCAD SHX Text
BENT 1
AutoCAD SHX Text
BENT 2
AutoCAD SHX Text
BENT 3
AutoCAD SHX Text 45'
AutoCAD SHX Text 22'
AutoCAD SHX Text 45'
AutoCAD SHX Text
45' TO BENT 4
AutoCAD SHX Text
MATCHLINE TO LOWER LEFT, THIS SHEET
AutoCAD SHX Text -8.2
AutoCAD SHX Text -13.0
AutoCAD SHX Text -14.1
AutoCAD SHX Text -8.4
AutoCAD SHX Text -10.4
AutoCAD SHX Text -13.3
AutoCAD SHX Text
CONCRETE ABUTMENT AND SUPPORTING PILES TO REMAIN
AutoCAD SHX Text
LIMIT DEMOLITION OF PIER TO OUTBOARD FACE OF EXISTING ABUTMENT
AutoCAD SHX Text
APPROXIMATE SHORELINE
AutoCAD SHX Text
MATCHLINE LOWER LEFT
AutoCAD SHX Text
APPROXIMATE EDGE OF ASPHALT
AutoCAD SHX Text
STAIRS TO BE REMOVED
AutoCAD SHX Text
CONTRACTOR SHALL INSTALL NEW CHAIN LINK FENCE ACROSS EXISTING ABUTMENT
AutoCAD SHX Text
INSTALL DOUBLE ROW OF SILT FENCE AROUND UPLAND PORTIONS OF THE PROJECT
AutoCAD SHX Text INSTALL AND MAINTAIN TURBIDITY BARRIER AROUND FULL EXTENTS OF PROJECT WITHIN DEMOLITION AREA
AutoCAD SHX Text
UPSTREAM FASCIA
AutoCAD SHX Text
DOWNSTREAM FASCIA
AutoCAD SHX Text
BENT 4
AutoCAD SHX Text
BENT 5
AutoCAD SHX Text
BENT 6
AutoCAD SHX Text
BENT 7
AutoCAD SHX Text
BENT 8
AutoCAD SHX Text
FLOOD
AutoCAD SHX Text
EBB
AutoCAD SHX Text
WIMBEE CREEK
AutoCAD SHX Text 45'
AutoCAD SHX Text 45'
AutoCAD SHX Text 45'
AutoCAD SHX Text 22'
AutoCAD SHX Text -15.2
AutoCAD SHX Text -18.7
AutoCAD SHX Text -21.8
AutoCAD SHX Text -22.0
AutoCAD SHX Text -24.6
AutoCAD SHX Text -16.7
AutoCAD SHX Text -20.8
AutoCAD SHX Text -20.5
AutoCAD SHX Text -19.7
AutoCAD SHX Text -18.6
AutoCAD SHX Text CONCRETE DECK OVER RAILROAD TIES SUPPORTED BY STEEL PLATE GIRDERS. SEE SHEET D2 FOR TYPICAL ELEVATIONS.
AutoCAD SHX Text
MATCHLINE - UPPER RIGHT
AutoCAD SHX Text INSTALL AND MAINTAIN TURBIDITY BARRIER AROUND FULL EXTENTS OF PROJECT WITHIN DEMOLITION AREA
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text 300 W. COLEMAN BLVD MT. PLEASANT, SC 29464 (843) 974-5621 www.mcsweeneyengineers.com
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WDB
AutoCAD SHX Text
WDB
AutoCAD SHX Text
DBM
AutoCAD SHX Text 4/20/26
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
1. SOUNDINGS ARE REFERENCED TO THE TOP OF THE PILE SOUNDINGS ARE REFERENCED TO THE TOP OF THE PILE ARE REFERENCED TO THE TOP OF THE PILE ARE REFERENCED TO THE TOP OF THE PILE REFERENCED TO THE TOP OF THE PILE REFERENCED TO THE TOP OF THE PILE TO THE TOP OF THE PILE TO THE TOP OF THE PILE THE TOP OF THE PILE THE TOP OF THE PILE TOP OF THE PILE TOP OF THE PILE OF THE PILE OF THE PILE THE PILE THE PILE PILE PILE CAP AT BENT 8, USING A REFERENCE ELEVATION OF 0.0. AT BENT 8, USING A REFERENCE ELEVATION OF 0.0. AT BENT 8, USING A REFERENCE ELEVATION OF 0.0. BENT 8, USING A REFERENCE ELEVATION OF 0.0. BENT 8, USING A REFERENCE ELEVATION OF 0.0. 8, USING A REFERENCE ELEVATION OF 0.0. 8, USING A REFERENCE ELEVATION OF 0.0. USING A REFERENCE ELEVATION OF 0.0. USING A REFERENCE ELEVATION OF 0.0. A REFERENCE ELEVATION OF 0.0. A REFERENCE ELEVATION OF 0.0. REFERENCE ELEVATION OF 0.0. REFERENCE ELEVATION OF 0.0. ELEVATION OF 0.0. ELEVATION OF 0.0. OF 0.0. OF 0.0. 0.0. 0.0. THE SOUNDING INFORMATION PRESENTED IS BASED ON THIS SOUNDING INFORMATION PRESENTED IS BASED ON THIS SOUNDING INFORMATION PRESENTED IS BASED ON THIS INFORMATION PRESENTED IS BASED ON THIS INFORMATION PRESENTED IS BASED ON THIS PRESENTED IS BASED ON THIS PRESENTED IS BASED ON THIS IS BASED ON THIS IS BASED ON THIS BASED ON THIS BASED ON THIS ON THIS ON THIS THIS THIS REFERENCE AND IS NOT TIED TO ANY CURRENT VERTICAL AND IS NOT TIED TO ANY CURRENT VERTICAL AND IS NOT TIED TO ANY CURRENT VERTICAL IS NOT TIED TO ANY CURRENT VERTICAL IS NOT TIED TO ANY CURRENT VERTICAL NOT TIED TO ANY CURRENT VERTICAL NOT TIED TO ANY CURRENT VERTICAL TIED TO ANY CURRENT VERTICAL TIED TO ANY CURRENT VERTICAL TO ANY CURRENT VERTICAL TO ANY CURRENT VERTICAL ANY CURRENT VERTICAL ANY CURRENT VERTICAL CURRENT VERTICAL CURRENT VERTICAL VERTICAL VERTICAL DATUM. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL IS RESPONSIBLE FOR VERIFYING ALL IS RESPONSIBLE FOR VERIFYING ALL RESPONSIBLE FOR VERIFYING ALL RESPONSIBLE FOR VERIFYING ALL FOR VERIFYING ALL FOR VERIFYING ALL VERIFYING ALL VERIFYING ALL ALL ALL WATER DEPTHS PRIOR TO SUBMITTING A BID FOR THE DEPTHS PRIOR TO SUBMITTING A BID FOR THE DEPTHS PRIOR TO SUBMITTING A BID FOR THE PRIOR TO SUBMITTING A BID FOR THE PRIOR TO SUBMITTING A BID FOR THE TO SUBMITTING A BID FOR THE TO SUBMITTING A BID FOR THE SUBMITTING A BID FOR THE SUBMITTING A BID FOR THE A BID FOR THE A BID FOR THE BID FOR THE BID FOR THE FOR THE FOR THE THE THE WORK.
GENERAL NOTES:
BE
E
CR
EE
K
PI
ER
D
EM
O
LI
TI
O N
BE
AU
FO
R
T
CO
UN
TY
, S C
D2
BENT ELEVATION
(TYPICAL BENTS 1 THROUGH 7)
SCALE = NTS
BENT 8 ELEVATION
SCALE = NTS
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
RIVETED PLATE GIRDER (BRACING NOT SHOWN FOR CLARITY)
AutoCAD SHX Text
ORIGINAL TIMBER RAILROAD TIE
AutoCAD SHX Text
PRECAST CONCRETE DECK
AutoCAD SHX Text 12x12 TIMBER
AutoCAD SHX Text 14x14 TIMBER
AutoCAD SHX Text
TIMBER CROSS BRACING
AutoCAD SHX Text
14" DIAMETER CREOSOTE TREATED TIMBER PILE
AutoCAD SHX Text
±MHW
AutoCAD SHX Text
±MLW
AutoCAD SHX Text
STEEL BEARING PLATE
AutoCAD SHX Text
CONCRETE BEARING PAD
AutoCAD SHX Text
REINFORCED CONCRETE CAP
AutoCAD SHX Text
24" DIAMETER CONCRETE FILLED CORRUGATED METAL PIPE ENCASEMENT
AutoCAD SHX Text
STEEL H-PILE
AutoCAD SHX Text
REMOVE PILES TO CHANNEL BOTTOM. TYPICAL OF ALL PILES.
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
TYPICAL ELEVATIONS
AutoCAD SHX Text 300 W. COLEMAN BLVD MT. PLEASANT, SC 29464 (843) 974-5621 www.mcsweeneyengineers.com
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WDB
AutoCAD SHX Text
WDB
AutoCAD SHX Text
DBM
AutoCAD SHX Text 4/20/26
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BE
E
CR
EE
K
PI
ER
D
EM
O
LI
TI
O N
BE
AU
FO
R
T
CO
UN
TY
, S C
D3
TYPICAL APPROACH TYPICAL DECK AND FENCE TYPICAL STEEL
SUPERSTRUCTURE
TYPICAL STEEL
SUPERSTRUCTURE
TYPICAL TIMBER BENT TYPICAL TIMBER BENT BENT 8 BENT 8
UPSTREAM FASCIATYPICAL ABUTMENTTYPICAL ABUTMENTTYPICAL UNDERDECK
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
PHOTOS
AutoCAD SHX Text 300 W. COLEMAN BLVD MT. PLEASANT, SC 29464 (843) 974-5621 www.mcsweeneyengineers.com
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
WDB
AutoCAD SHX Text
WDB
AutoCAD SHX Text
DBM
AutoCAD SHX Text 4/20/26
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE STAIRS
AutoCAD SHX Text
INSTALL NEW FENCE ACROSS
AutoCAD SHX Text
ABUTMENT WALL
AutoCAD SHX Text
REMOVE ALL PILES TO CHANNEL BOTTOM
AutoCAD SHX Text
REMOVE ALL PILES TO CHANNEL BOTTOM
CONCRETE ABUTMENT AND SUPPORTING PILES TO REMAIN
| Sheets and Views |
| Wimbee Creek Fishing Pier Demo Plans 2026-T1 |
| Wimbee Creek Fishing Pier Demo Plans 2026-D1 |
| Wimbee Creek Fishing Pier Demo Plans 2026-D2 |
| Wimbee Creek Fishing Pier Demo Plans 2026-D3 |
File details come from the government source that posted it. Updated .