2021610 Plans.pdf
PDF 13 MB Posted
- Attached to
- Congress Avenue Bridge over SFRTA Railroad
- Solicitation number
- IFB 360 2021610 3
- Issued by
- Palm Beach County, Florida
About this file
This file contains plans and technical drawings for the Congress Avenue Bridge over SFRTA Railroad project in Florida. The document provides detailed engineering plans and specifications for the bridge structure that will cross over the South Florida Regional Transportation Authority (SFRTA) railroad. The plans include structural details, design specifications, and construction requirements necessary for bidders to understand the scope of work and prepare competitive proposals for this infrastructure improvement project.
The plans serve as the technical foundation for the bridge construction and renovation project, establishing the engineering standards and design parameters that contractors must follow. This document is essential for bidders to review in conjunction with the scope of work and other contract documents to develop accurate cost estimates and project timelines. The detailed plans facilitate informed bidding by ensuring all potential contractors have access to the same technical specifications and design requirements for the Congress Avenue Bridge infrastructure work.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2021610 Addendum 1.pdf | ||
| 2021610 Spec Book.pdf | ||
| 2021610 Pay Item Worksheet.xlsx | XLSX spreadsheet | |
| Alternate Format Availability.pdf | ||
| RFI Form.pdf | ||
| RFI Form.docx | DOCX document | |
| OSBD Schedules and Instructions.pdf | ||
| Qualifications and Experience Package Form.docx | DOCX document | |
| Qualifications and Experience Package Form.pdf | ||
| 2021610 Addendum 2.pdf |
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Text version
MARIA G. MARINO
DISTRICT 1
MARCI WOODWARD
DISTRICT 4
SARA BAXTER
DISTRICT 6
GREGG K. WEISS
DISTRICT 2
MARIA SACHS
DISTRICT 5
JOEL G. FLORES
DISTRICT 3
BOBBY POWELL JR.
DISTRICT 7
KEY SHEET
CONGRESS AVE. BRIDGE
(OVER SFRTA RAILROAD)
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited.
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NORTH
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LOCATION MAP
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SEC. 19, TWP. 45S, RNG. 43E N.T.S.
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PROJECT NO. 2021610
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BOARD OF COUNTY COMMISSIONERS
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CONGRESS AVE. BRIDGE OVER SFRTA RAILROAD
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STATE OF FLORIDA
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COUNTY OF PALM BEACH
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BARRIER PATCHING REPAIR
AutoCAD SHX Text I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN ARE IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS AND CRITERIA IN EFFECT ON THIS DATE FOR PALM BEACH COUNTY ENGINEERING DEPARTMENT AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION. APPROVED BY:________________________ DATE:_________ P.E.NO.: FL REGISTRATION NO.
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LENGTH OF PROJECT
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LF
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MILES
AutoCAD SHX Text 2,135
AutoCAD SHX Text 0.41
AutoCAD SHX Text 1,231
AutoCAD SHX Text 0.23
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ROADWAY BARRIER REPAIR (WEST)
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BRIDGES BARRIER REPAIR
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NET LENGTH OF PROJECT
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EXCEPTIONS
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GROSS LENGTH OF PROJECT
AutoCAD SHX Text 2,135
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AutoCAD SHX Text GOVERNING STANDARDS AND SPECIFICATIONS ARE CONTAINED IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND ARE GOVERNED BY STATE OF FLORIDA ROADWAY AND TRAFFIC DESIGN STANDARDS & SUPPLEMENTS (2026/2027)
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INDEX
AutoCAD SHX Text KEY SHEET GENERAL NOTES & SUMMARY OF QUANTITIES REPAIR LIMITS PLAN FENCE SLEEVE AND BARRIER TOP REPAIR BARRIER FACE REPAIR DETAILS REPAIR DETAILS BRIDGE FENCING (VERTICAL) (INDEX 550-010)
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END PROJECT
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STA. 187+90
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BEGIN PROJECT
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STA. 166+55
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ROADWAY BARRIER REPAIR (EAST)
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CONGRESS AVENUE
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SFRTA RAILROAD
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M.L.K. JR. BLVD.
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BEGIN BRIDGE
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STA. 173+22.42
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END BRIDGE
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STA. 179+22.17
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AutoCAD SHX Text Sheet:
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AutoCAD SHX Text Scale: AS NOTED Approved: SAC Drawn: RS Checked: ALG Date: 4/13/20264/13/2026
AutoCAD SHX Text Project No.: 2021610
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FINAL
AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
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GENERAL NOTES & SUMMARY OF QUANTITIES
CONGRESS AVE. BRIDGE
(OVER SFRTA RAILROAD)
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited.
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GENERAL NOTES
AutoCAD SHX Text CHAMFER: ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL BE CHAMFERED 3/4" UNLESS OTHERWISE NOTED.
AutoCAD SHX Text CONCRETE: ALL CONCRETE SHALL CONFORM WITH SECTION 346 OF THE GENERAL SPECIFICATIONS.
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CLASS
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MINIMUM 28-DAY COMPRESSIVE STRENGTH (PSI)
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LOCATION
AutoCAD SHX Text CONCRETE COVER: CONCRETE COVER SHOWN IN THE PLANS DOES NOT INCLUDE REINFORCEMENT PLACEMENT AND FABRICATION TOLERANCES UNLESS SHOWN AS "MINIMUM COVER". SEE FDOT STANDARD SPECIFICATIONS SECTION 415 FOR ALLOWABLE REINFORCEMENT PLACEMENT TOLERANCES. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING STEEL ARE TO CENTERLINE OF BAR EXCEPT WHERE CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE. MINIMUM CONCRETE COVER SHALL BE 2"
AutoCAD SHX Text CONCRETE SURFACE FINISH: A CLASS 5 FINISH COATING (SEE DETAIL THIS SHEET) SHALL BE APPLIED TO THE FOLLOWING EXPOSED CONCRETE SURFACES: THE INSIDE AND TOP OF CONCRETE TRAFFIC RAILING, EXPOSED SURFACE OF SHOULDER BARRIER WALLS.
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REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60.
AutoCAD SHX Text DESIGN SPECIFICATIONS: FDOT STRUCTURES MANUAL, 2026, INTERNATIONAL CONCRETE REPAIR INSTITUTE, GUIDELINES NO. 310.2R-2013
AutoCAD SHX Text APPLY CLASS 5 FINISH COATING TO THE SURFACES SHOWN AND THE INSIDE AND TOP SURFACES OF END POSTS.
AutoCAD SHX Text GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, 2026/2027 DESIGN STANDARDS AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
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CONCRETE REPAIR
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APPLIED FINISH DETAIL*
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NTS
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II
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TRAFFIC RAILINGS AND SIDEWALKS
AutoCAD SHX Text PLAN SHEET SCALE: SCALES ARE POSTED ON EACH SHEET BASED ON 11X17 INCH PLAN SHEETS.
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1. REPAIR PROCEDURES: THE AREAS TO BE REPAIRED SHALL BE PREPARED IN REPAIR PROCEDURES: THE AREAS TO BE REPAIRED SHALL BE PREPARED IN ACCORDANCE WITH ICRI GUIDELINE NO. 310.2R-2013. 2. EXPOSE, CLEAN AND PREPARE REINFORCING BARS IN ACCORDANCE WITH DETAILS EXPOSE, CLEAN AND PREPARE REINFORCING BARS IN ACCORDANCE WITH DETAILS ON SHEETS 7 THROUGH 10. 3. CONCRETE REPAIR MORTAR SHALL BE A TROWEL-GRADE, INTEGRALLY POLYMER CONCRETE REPAIR MORTAR SHALL BE A TROWEL-GRADE, INTEGRALLY POLYMER MODIFIED REPAIR MORTAR WITH INTEGRAL CORROSION INHIBITOR, MASTEREMACO N 420 CI OR APPROVED EQUAL. 4. EXISTING REINFORCEMENT THAT REMAINS IN PLACE SHALL BE COATED WITH A EXISTING REINFORCEMENT THAT REMAINS IN PLACE SHALL BE COATED WITH A WATER-BASED EPOXY-CEMENTITIOUS BONDING AGENT AND REBAR COATING MATERIAL MASTEREMACO P 124 OR APPROVE EQUAL. 5. DEMOLITION: DEBRIS FROM CONCRETE AND FENCE REMOVAL SHALL BE DEMOLITION: DEBRIS FROM CONCRETE AND FENCE REMOVAL SHALL BE CONTAINED AND PROHIBITED FROM FALLING FROM BRIDGE STRUCTURE ONTO ROADWAY OR RAILROAD RIGHTS-OF-WAY OR INTO VEHICLE TRAVEL LANES ON THE BRIDGE.
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* REQUIRED WHERE CONCRETE RESTORATION OCCURS REQUIRED WHERE CONCRETE RESTORATION OCCURS ALONG FACE AND TOP OF BARRIERS. DOES NOT INCLUDE FENCE SLEEVE REPAIR LOCATIONS
AutoCAD SHX Text NO SOUTH FLORIDA RAIL CORRIDOR PERMITTING IS REQUIRED. HOWEVER THE CONTRACTOR MUST: 1. TAKE EXTRA PRECAUTIONS FOR ANY WORK NEAR THE WALLS OF TAKE EXTRA PRECAUTIONS FOR ANY WORK NEAR THE WALLS OF THE BRIDGE AND ALL MATERIAL AND EQUIPMENT MUST BE SECURED IN A MANNER THAT DOES NOT ALLOW IT TO BE OF ANY RISK OF IT FALLING ON THE TRACKS. 2. NO EQUIPMENT OR MATERIALS ARE TO BE PLACED OUTSIDE THE NO EQUIPMENT OR MATERIALS ARE TO BE PLACED OUTSIDE THE WALLS OF THE BRIDGE OR OVERHANGING FROM THE BRIDGE.
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AS BUILT PLANS:
AutoCAD SHX Text CONTRACTOR TO PROVIDE AS BUILT DRAWING DEPICTING THE LOCATION AND SIZE OF ALL CONCRETE AND REBAR REPAIRS.
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CONTACT PERSON
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UTILITY
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PHONE NUMBER
AutoCAD SHX Text Garcia Ramnon
AutoCAD SHX Text AT&T Florida – Distribution North Distribution North
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(561) 236-6730
AutoCAD SHX Text **Joshua Mieman
AutoCAD SHX Text City of Riviera Beach Utilities
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(561) 845-4080
AutoCAD SHX Text Laura Le
AutoCAD SHX Text City of West Palm Beach Utilities
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(561) 289-8414
AutoCAD SHX Text Steve Rosa
AutoCAD SHX Text Comcast
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(561) 436-9034
AutoCAD SHX Text Danny Haskett
AutoCAD SHX Text Crown Castle Fiber
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(786) 610-7073
AutoCAD SHX Text Fernando Van-Leeuwen
AutoCAD SHX Text Florida Public Utilities
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(561) 398-2338
AutoCAD SHX Text Rona Solomon
AutoCAD SHX Text Florida Power & Light, Co. – Distribution North Distribution North
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(561) 541-5376
AutoCAD SHX Text Jodi Crump
AutoCAD SHX Text Florida Power & Light, Co. - Transmission
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(561) 248-7077
AutoCAD SHX Text Glenn Hartman
AutoCAD SHX Text Verizon /MCI (North)
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(813) 493-4902
AutoCAD SHX Text Ryan Balram
AutoCAD SHX Text NextEra Fuel/Oil/Gas Pipeline
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(561) 400-1329
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UTILITY CONTACTS
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ITEM DESCRIPTION
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SUMMARY OF QUANTITIES
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UNIT
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QUANTITY
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MAINTENANCE OF TRAFFIC (INCLUDES PEDESTRIAN MOT)
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MOBILIZATION
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LS
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LS
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EA
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LF
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AutoCAD SHX Text ITEM NO. 2: ALL COSTS OF MAINTENANCE OF TRAFFIC (MOT) AND MOBILIZATION SHALL BE CONSIDERED INCIDENTAL TO, AND SHALL BE INCLUDED IN ITEM PRICES FOR PAY ITEMS. ITEM NO 3, 4, 5: NON-SHRINK GROUT IS INCLUDED IN THIS ITEM.
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SF
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STEEL SLEEVE REMOVAL & POST HOLE PATCH REPAIR
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AutoCAD SHX Text 1,835
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LF
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TRAFFIC BARRIER TOP SURFACE REPAIR
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TRAFFIC BARRIER FACE REPAIR
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FENCING, TYPE R, 5.1-6.0', VERTICAL
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LF
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REMOVAL OF EXISTING BRIDGE FENCING
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AutoCAD SHX Text 0102-1
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AutoCAD SHX Text 0550-10-325
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FINAL
AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
C
CONGRESS AVE. BRIDGE
(OVER SFRTA RAILROAD)
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited. REPAIR LIMITS PLAN
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EXISTING TRAFFIC BARRIER AND EXISTING FENCE (TO REMAIN)
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BEGIN PROJECT STA. 166+55.00,
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REFER TO DETAILS ON SHEETS 7 THRU 9
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REFER TO DETAILS ON SHEETS 8 THRU 10
AutoCAD SHX Text REMOVE EXISTING CHAINLINK FENCE FROM TOP OF BARRIER. PATCH POST HOLES AND INSTALL VERTICAL FENCING FDOT INDEX No. 550-010
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END FENCE REPLACEMENT CONTINUE POST HOLE PATCH REPAIR
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FINAL
AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
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LEGEND - STEEL SLEEVE REMOVAL & POST HOLE PATCH REPAIR LOCATIONS - REMOVE EXISTING CHAINLINK FENCE FROM TOP OF BARRIER. PATCH POST HOLES AND INSTALL VERTICAL FENCING
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited. REPAIR LIMITS PLAN
AutoCAD SHX Text REMOVE EXISTING CHAINLINK FENCE FROM TOP OF BARRIER. PATCH POST HOLES AND INSTALL VERTICAL FENCING FDOT INDEX No. 550-010
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EXISTING TRAFFIC BARRIER
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EXISTING TRAFFIC BARRIER AND EXISTING FENCE (TO REMAIN)
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REFER TO DETAILS ON SHEETS 7 THRU 9
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REFER TO DETAILS ON SHEETS 8 THRU 10
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END FENCE REPLACEMENT CONTINUE POST HOLE PATCH REPAIR
AutoCAD SHX Text REMOVE EXISTING CHAINLINK FENCE FROM TOP OF BARRIER. PATCH POST HOLES AND INSTALL VERTICAL FENCING FDOT INDEX No. 550-010
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FINAL
AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
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AutoCAD SHX Text LEGEND - STEEL SLEEVE REMOVAL & POST HOLE PATCH REPAIR LOCATIONS - REMOVE EXISTING CHAINLINK FENCE FROM TOP OF BARRIER. PATCH POST HOLES AND INSTALL VERTICAL FENCING
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited. REPAIR LIMITS PLAN
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TRAFFIC BARRIER TOP SURFACE REPAIR-10LF
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EXISTING TRAFFIC BARRIER
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EXISTING TRAFFIC BARRIER
AutoCAD SHX Text REMOVE EXISTING CHAINLINK FENCE FROM TOP OF BARRIER. PATCH POST HOLES AND INSTALL VERTICAL FENCING FDOT INDEX No. 550-010
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AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
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AutoCAD SHX Text LEGEND - STEEL SLEVE REMOVAL & POST HOLE PATCH REPAIR LOCATIONS - REMOVE EXISTING CHAINLINK FENCE FROM TOP OF BARRIER. PATCH POST HOLES AND INSTALL VERTICAL FENCING
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AutoCAD SHX Text NOTE: REMOVE THE TOP 8" OF EXISTING BARRIER TOP BETWEEN BARRIER JOINTS. REPAIR IN ACCORDANCE WITH DETAILS ON SHEET 7 OF 14.
EXPOSED REINFORCING BAR ON TOP SURFACE OF TRAFFIC BARRIER
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited. REPAIR LIMITS PLAN
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EXISTING TRAFFIC BARRIER
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EXISTING TRAFFIC BARRIER
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END PROJECT STA. 187+90.00,
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LEGEND - STEEL SLEEVE REMOVAL & POST HOLE PATCH REPAIR LOCATIONS
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited. FENCE SLEEVE AND BARRIER TOP REPAIR
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4" CORE
AutoCAD SHX Text CORE OUT AND COMPLETELY REMOVE EXISTING STEEL SLEEVES. IF EXISTING STEEL IS NOT CONTACTED DURING CORING FILL HOLE WITH NON-SHRINK GROUT. IF EXISTING STEEL IS DAMAGED REPAIR PER REBAR REPAIR DETAIL; THIS SHEET.
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3" OUTER 3" OUTER PIPE SLEEVE
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EXISTING 3" OUTER PIPE SLEEVE
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EXISTING 2" INNERPIPE SLEEVE
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EXISTING #5 BAR
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EXISTING #4 BARS (TYP.)
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3" OUTER 3" OUTER PIPE SLEEVE
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FILL WITH NON-SHRINK GROUT
AutoCAD SHX Text 5 " 12"±
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3 " MIN.34" MIN.
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TYP.
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CUT OFF 2" DOWN FROM TOP OF BARRIER
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REMOVE TOP 8" OF CONCRETE (DO NOT DISTURB EXISTING REINFORCEMENT)
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SCORE CONCRETE 1/2" DEEP PRIOR TO CONCRETE REMOVAL
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AutoCAD SHX Text REMOVE DAMAGED OR CORRODED STEEL AND BEND EXISTING BAR TO ACHIEVE 2" CLEAR (MIN. BEND DIA. = 6d )b)
AutoCAD SHX Text EPOXY #5 BAR WITH STANDARD 180° HOOKPER FDOT INDEX 415-001 DOWEL INTO EXISTING BARRIER (ALTERNATE HOOKS BETWEEN EXISTING REINFORCING)
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DRILL 3/4" HOLE(8" DEEP)
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APPLY BONDING AGENT PRIOR TO POURING TOP
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CLR.
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CLR.
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ADJUST EXISTING HORIZONTAL REINFORCEMENT AS NEEDED (SEE NOTE 1)
AutoCAD SHX Text NOTES: 1. ALL HORIZONTAL STEEL TO BE LEFT IN ALL HORIZONTAL STEEL TO BE LEFT IN PLACE, ADJUSTED AS NECESSARY AND RE-TIED TO VERTICAL BARS. 2. TO ENSURE BOND BETWEEN THE NEW TO ENSURE BOND BETWEEN THE NEW CONCRETE AND THE EXISTING BARS, ALL EXPOSED REINFORCING STEEL SHALL BE STRIPPED CLEAN BY OIL FREE ABRASIVE BLASTING OR HIGH PRESSURE WATER BLASTING. 3. ALL CONTACTING SURFACES BETWEEN ALL CONTACTING SURFACES BETWEEN THE OLD AND NEW CONCRETE SHALL BE CLEANED IMMEDIATELY BEFORE CASTING CONCRETE. 4. MINIMUM REPAIR WIDTH OF 8". MINIMUM REPAIR WIDTH OF 8". 5. APPLY THIS REPAIR DETAIL WHEN APPLY THIS REPAIR DETAIL WHEN REINFORCEMENT IS CONTACTED DURING CORING ACTIVITIES. FORM AND POUR WITH NON-SHRINKING GROUT.
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EXISTING BARRIER WALL REINFORCEMENT (TYP.)
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#5 BAR
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FINAL
AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
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AutoCAD SHX Text
DEMOLITION DETAIL
AutoCAD SHX Text
SCALE: 3"=1'-0"
AutoCAD SHX Text
POST HOLE PATCH REPAIR
AutoCAD SHX Text
SCALE: 3"=1'-0"
AutoCAD SHX Text
DEMOLITION DETAIL
AutoCAD SHX Text
SCALE: 3"=1'-0"
AutoCAD SHX Text
REBAR REPAIR DETAIL
AutoCAD SHX Text
SCALE: 3"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
STEEL SLEEVE REMOVAL & POST HOLE PATCH REPAIR
TRAFFIC BARRIER TOP SURFACE REPAIR & DAMAGED REINFORCEMENT REPAIR DETAILS
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited. BARRIER FACE REPAIR DETAILS
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Revision
AutoCAD SHX Text No.
AutoCAD SHX Text By
AutoCAD SHX Text Date
AutoCAD SHX Text Of:
AutoCAD SHX Text Scale: AS NOTED Approved: SAC Drawn: RS Checked: ALG Date: 4/13/20264/13/2026
AutoCAD SHX Text Project No.: 2021610
AutoCAD SHX Text
AutoCAD SHX Text
FINAL
AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
AutoCAD SHX Text C
AutoCAD SHX Text 6 SF. (±) OF CONCRETE REPAIRSEE DETAILS ON SHEET 9 AND 10 9 AND 10 AND 10 10 AND NOTES ON SHEET 22
AutoCAD SHX Text
REPAIR LOCATION STA. 171+55, RT
AutoCAD SHX Text
REPAIR LOCATION STA. 171+64, RT
AutoCAD SHX Text 8 SF. (±) OF CONCRETE REPAIRSEE DETAILS ON SHEET 9 AND 10 9 AND 10 AND 10 10 AND NOTES ON SHEET 22
AutoCAD SHX Text
AutoCAD SHX Text
TRAFFIC BARRIER FACE REPAIR
TRAFFIC BARRIER FACE RAPAIR
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited. REPAIR DETAILS
AutoCAD SHX Text 1)
AutoCAD SHX Text 2)
AutoCAD SHX Text 3)
AutoCAD SHX Text 4)
AutoCAD SHX Text 5)
AutoCAD SHX Text 6)
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Revision
AutoCAD SHX Text No.
AutoCAD SHX Text By
AutoCAD SHX Text Date
AutoCAD SHX Text Of:
AutoCAD SHX Text Scale: AS NOTED Approved: SAC Drawn: RS Checked: ALG Date: 4/13/20264/13/2026
AutoCAD SHX Text Project No.: 2021610
AutoCAD SHX Text
AutoCAD SHX Text
FINAL
AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
AutoCAD SHX Text C
AutoCAD SHX Text -ALL REPAIRED AREAS TO BE PATCHED USING MASTEREMACO N 420CI OR APPROVED EQUAL. -FOLLOW ALL MANUFACTURES GUIDELINES -REPAIRED AREAS TO BE PROTECTED FROM TRAFFIC MOVEMENT FOR 72 HOURS. -APPLY CURING COMPOUND COMPLIANT WITH ATM C1315. -EXPOSING AND REPAIR OF REINFORCEMENT TO BE DONE IN ACCORDANCE WITH ICRI-310-2R-2013 GUIDELINES
D.
E.
D.
CONGRESS AVE. BRIDGE
(OVER SFRTA RAILROAD)
CA #7969
2056 Vista Parkway, Suite 300 West Palm Beach, FL 33411
Fax.: (561) 792-9901 Ph.: (561) 792-9000
PROJECT #20-024
2025 GM2, Inc.
This document has been prepared specifically for this Project. This document is NOT suitable for use on other projects or in other locations without the approval and participation of GM2, INC. Reproduction and/or reuse is prohibited. REPAIR DETAILS
AutoCAD SHX Text 8)
AutoCAD SHX Text 9)
AutoCAD SHX Text 10)
AutoCAD SHX Text Sheet:
AutoCAD SHX Text Revision
AutoCAD SHX Text No.
AutoCAD SHX Text By
AutoCAD SHX Text Date
AutoCAD SHX Text Of:
AutoCAD SHX Text Scale: AS NOTED Approved: SAC Drawn: RS Checked: ALG Date: 4/13/20264/13/2026
AutoCAD SHX Text Project No.: 2021610
AutoCAD SHX Text
AutoCAD SHX Text
FINAL
AutoCAD SHX Text ALAN L. GERWIG, P.E. License No. 39481
AutoCAD SHX Text BRIDGE No. 934155 (SB) BRIDGE No. 934156 (NB)
AutoCAD SHX Text C
| Sheets and Views |
| 1 KEY SHEET |
| 2 GENERAL NOTES & SUMMARY OF QUANTITIES |
| 3 REPAIR LIMITS |
| 4 REPAIR LIMITS PLAN |
| 5 REPAIR LIMITS PLAN |
| 6 REPAIR LIMITS PLAN |
| 7 FENCE SLEEVE AND BARRIER TOP REPAIR |
| 8 BARRIER FACE REPAIR DETAILS |
| 9 REPAIR DETAILS |
| 10 REPAIR DETAILS |
File details come from the government source that posted it. Updated .