25-8367_-_Exhibit_M_-_Stan_Gober_-_S&S_Plans.pdf
PDF 20 MB Posted
- Attached to
- Stan Gober Memorial Bridge Rehabilitation
- Solicitation number
- 25-8367
- Issued by
- Collier County, Florida
About this file
File Summary:
This is a construction plans document for the Stan Gober Memorial Bridge Rehabilitation Project (Bridge No. 030184) in Collier County, Florida, prepared by Stantec Consulting Services, Inc. and VCS Engineering, Inc. The project encompasses comprehensive rehabilitation of a bridge spanning Marco Channel, including deck restoration, concrete repairs, spall remediation, beam treatments, and installation of cathodic protection systems. The work scope includes removing and replacing approximately 2,137 square yards of bridge deck concrete with Class IV concrete containing shrinkage-reducing admixture (SRA), repairing 89.1 cubic yards of spalled concrete areas, installing galvanic anode systems for structural protection, treating approximately 81,048 square feet of concrete surfaces with penetrating corrosion inhibitor, installing structural pile jackets with integral cathodic protection, and implementing riprap and bedding stone scour protection covering approximately 5,872 and 1,961 tons respectively. Construction work is phased into two phases: Phase I addresses station 268+84.00 to 273+55.17, and Phase II addresses station 273+55.17 to 287+26.00, with one-lane alternating two-way traffic maintained throughout construction. The contract requires substantial completion within 365 calendar days from Notice to Proceed and final completion within 30 calendar days thereafter. A non-mandatory pre-bid meeting is scheduled for April 22, 2025, at 10:00 a.m., with sealed bids due by May 23, 2025, at 3:00 p.m. local time.
The project is estimated at $9,924,556.00 with an additional owner's allowance of $900,000 for unforeseen conditions, funded by Collier County. Work is restricted to hours between 7:00 a.m. and 7:00 p.m., Monday through Friday. The contractor must maintain environmental compliance, including turbidity monitoring with designated mixing zones and floating turbidity barriers to protect the Rookery Bay National Estuarine Research Reserve, an Outstanding Florida Water. Liquidated damages are assessed at $1,281.00 per calendar day for failure to achieve substantial completion within the specified timeframe. The contractor must obtain a valid State of Florida General Contractor license and FDOT Bridge Contractor qualification, provide a 5% bid bond, performance and payment bonds, and comprehensive insurance coverage. The contract will be awarded to the lowest responsive and responsible bidder, with Collier County reserving the right to reject any bid and postpone the award for up to 180 days from the bid opening date.
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Text version
Location of Project
PROJECT MANAGER
COLLIER COUNTY
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
CITY
LAKE
F
LO
R
ID
A 'S
BEACH LINE
NN
BRIDGE NO. 030184
ENGINEER OF RECORD:
STRUCTURE PLANS
NAPLES
TO
B-1
NAPLES
TO
BRIDGE NO. 030184
STRUCTURE PLANS
GENERAL SHEETS
TRAFFIC CONTROL PLAN
P.O. NO. 4500187495
CONTRACT NO. 16-6700
(727) 531-3505
CLEARWATER, FL 33759
380 PARK PLACE BOULEVARD, SUITE 300
STANTEC CONSULTING SERVICES, INC.
CHRISTOPHER P. GAMACHE, P.E. NO. 82122
EXISTING PLANS
BX-14 - BX-44
BX-1 - BX-13
EXISTING PLANS-ORIGINAL DRAWINGS
EXISTING PLANS-SCOUR REMEDIATION
BX-14 - BX-44
BX-1 - BX-13
EXISTING PLANS-ORIGINAL DRAWINGS
EXISTING PLANS-SCOUR REMEDIATION
RAGAEY GIRGIS
JANUARY 2025
CONSTRUCTION PLANS
NN
NO. 030184
BEGIN BRIDGE
STA. 268+84.00
¡ CONST.
NO. 030184
END BRIDGE
STA. 287+26.00
¡ CONST.
NO.
SHEET
YEAR
FISCAL
8:05:46 AM U:\238200196\ms\struct\Final Submittal\B1KeySheet01.dgnchgamache 1/2/2025
TRANSPORTATION ENGINEERING DIVISION
CONTRACT PLANS
SHEET DESCRIPTIONSHEET NO.
CONTRACT NO.
CONSTRUCTION
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, January 2025 Standard Specifications
COLLIER COUNTY PROJECT NO. 66066.2
http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction are available at the following website:
Bridge Construction.
Florida Department of Transportation, FY2024-25 Standard Plans for Road and
STAN GOBER MEMORIAL BRIDGE REHABILITATION
T 51 S
T 52 S
R
E
R
E
T 51 S
T 52 S
R
E
R
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COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT
GENERAL NOTES
SUMMARY OF QUANTITIES
SIGNATURE SHEET
KEY SHEET
B1-23
B1-22
B1-21
B1-20
B1-19
B1-18
B1-17
B1-16
B1-15
B1-14
B1-13
B1-12
B1-11
B1-10
B1-9
B1-8
B1-7
B1-6
B1-5
B1-4
B1-3
B1-2
B1-1
SCOUR PROTECTION
TYPICAL PANEL WIRING
TYPICAL MONITORING PANELS
STRUCTURE CONNECTIONS
WIRING DETAILS
STRUCTURAL PILE JACKET
JACKET OVERBUILD PIER 10 AND 11 (2 OF 2)
JACKET OVERBUILD PIER 10 AND 11 (1 OF 2)
COLUMN AND FOOTING JACKET OVERBUILD (2 OF 2)
COLUMN AND FOOTING JACKET OVERBUILD (1 OF 2)
GALVANIC ANODE SINGLE WIRE CONNECTION SECTIONS AND DETAILS
GALVANIC ANODE SINGLE WIRE CONNECTION INSTALLATION STEPS
GALVANIC ANODE SINGLE WIRE CONNECTION GENERAL NOTES
GALVANIC ANODE PLACEMENT DETAIL
ZINC CONNECTION DETAILS
BEAM ARC SPRAY ZINC LOCATION
BEAM REPAIR DETAILS (2 OF 2)
BEAM REPAIR DETAILS (1 OF 2)
SPALL REPAIR DETAILS
DECK REPAIR DETAILS
TURBIDITY MONITORING PLAN FOR SCOUR PROTECTION WORK
TURBIDITY BARRIER PLAN FOR CONCRETE WORK
PLAN & ELEVATION
TC-4 - TC-5
TC-2 - TC-3
TC-1
TRAFFIC CONTROL PLAN (PHASE II)
TRAFFIC CONTROL PLAN (PHASE I)
TEMPORARY TRAFFIC CONTROL PHASING TYPICAL SECTIONS
N O
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F .A .C
William L. McDaniel, Jr.DISTRICT 5:
Dan KowalDISTRICT 4:
Burt L. SaundersDISTRICT 3:
Chris HallDISTRICT 2:
Rick LoCastroDISTRICT 1:
B-3
BQ-1
B-2 - B-2A
B-1
NO.
SHEET
YEAR
FISCAL
8:05:46 AM U:\238200196\ms\struct\Final Submittal\B1KeySheet01.dgnchgamache 1/2/2025
TRANSPORTATION ENGINEERING DIVISION
CONTRACT PLANS
SHEET DESCRIPTIONSHEET NO.
CONTRACT NO.
CONSTRUCTION
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, January 2025 Standard Specifications
COLLIER COUNTY PROJECT NO. 66066.2
http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction are available at the following website:
Bridge Construction.
Florida Department of Transportation, FY2024-25 Standard Plans for Road and
STAN GOBER MEMORIAL BRIDGE REHABILITATION
T 51 S
T 52 S
R
E
R
E
T 51 S
T 52 S
R
E
R
E
COLLIER COUNTY GROWTH MANAGEMENT DEPARTMENT
GENERAL NOTES
SUMMARY OF QUANTITIES
SIGNATURE SHEET
KEY SHEET
B1-23
B1-22
B1-21
B1-20
B1-19
B1-18
B1-17
B1-16
B1-15
B1-14
B1-13
B1-12
B1-11
B1-10
B1-9
B1-8
B1-7
B1-6
B1-5
B1-4
B1-3
B1-2
B1-1
SCOUR PROTECTION
TYPICAL PANEL WIRING
TYPICAL MONITORING PANELS
STRUCTURE CONNECTIONS
WIRING DETAILS
STRUCTURAL PILE JACKET
JACKET OVERBUILD PIER 10 AND 11 (2 OF 2)
JACKET OVERBUILD PIER 10 AND 11 (1 OF 2)
COLUMN AND FOOTING JACKET OVERBUILD (2 OF 2)
COLUMN AND FOOTING JACKET OVERBUILD (1 OF 2)
GALVANIC ANODE SINGLE WIRE CONNECTION SECTIONS AND DETAILS
GALVANIC ANODE SINGLE WIRE CONNECTION INSTALLATION STEPS
GALVANIC ANODE SINGLE WIRE CONNECTION GENERAL NOTES
GALVANIC ANODE PLACEMENT DETAIL
ZINC CONNECTION DETAILS
BEAM ARC SPRAY ZINC LOCATION
BEAM REPAIR DETAILS (2 OF 2)
BEAM REPAIR DETAILS (1 OF 2)
SPALL REPAIR DETAILS
DECK REPAIR DETAILS
TURBIDITY MONITORING PLAN FOR SCOUR PROTECTION WORK
TURBIDITY BARRIER PLAN FOR CONCRETE WORK
PLAN & ELEVATION
TC-4 - TC-5
TC-2 - TC-3
TC-1
TRAFFIC CONTROL PLAN (PHASE II)
TRAFFIC CONTROL PLAN (PHASE I)
TEMPORARY TRAFFIC CONTROL PHASING TYPICAL SECTIONS
N O
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F I C I
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F .A .C
William L. McDaniel, Jr.DISTRICT 5:
Dan KowalDISTRICT 4:
Burt L. SaundersDISTRICT 3:
Chris HallDISTRICT 2:
Rick LoCastroDISTRICT 1:
B-3
BQ-1
B-2 - B-2A
B-1
GOVERNING DESIGN STANDARDS:
GOVERNING STANDARD SPECIFICATIONS:
INDEX OF STRUCTURE PLANS
COLLIER COUNTY BOARD OF COMMISSIONERS:
GOVERNING DESIGN STANDARDS:
GOVERNING STANDARD SPECIFICATIONS:
INDEX OF STRUCTURE PLANS
COLLIER COUNTY BOARD OF COMMISSIONERS:
DATE
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
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.
STANTEC CONSULTING SERVICES, INC
380 PARK PLACE BOULEVARD, SUITE 300
CLEARWATER, FL 33759
PHONE NUMBER: (727) 531-3505
CHRISTOPHER P. GAMACHE, P.E. 82122
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
SHEET NO
8-1
B-2
BQ-1
8-3
81-1
81-2
81-3
81-4
81-5
81-6
81-7
81-23
BY
SHEET DFSCBTPTTQN
KEY SHEET
SIGNATURE SHEET
SUMMARY OF QUANTITIES
GENERAL NOTES
PLAN & ELEV AT/ON
TURBIDITY BARRIER PLAN FOR CONCRETE WORK
TURBIDITY MONITORING PLAN FOR SCOUR
PROTECTION WORK
DECK REPAIR DETAILS
SPALL REPAIR DETAILS
BEAM REPAIR DETAILS (1 OF 2)
BEAM REPAIR DETAILS (2 OF 2)
SCOUR PROTECTION
DESCRIPTION
REVISIONS
DATE BY DESCRIPTION
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
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.
VCS ENGINEERING, INC.
8413 LAUREL FAIR CIRCLE, SUITE 200-8
TAMPA, FL 33610
PHONE NUMBER: (813) 501-0050
PRATIK MURKUTE, P.E. 100387
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
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.
STANTEC CONSULTING SERVICES, INC
380 PARK PLACE BOULEVARD, SUITE 300
CLEARWATER, FL 33759
PHONE NUMBER: (727) 431-1617
JASON Y. YAM, P.E. 62449
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
SHEET NO SHEET DFSCBTPTTQN SHEET NO
B-2
81-8
81-9
81-10
81-11
81-12
81-13
81-14
81-15
81-16
81-17
81-18
81-19
81-20
81-21
81-22
SIGNATURE SHEET
BEAM ARC SPRAY ZINC LOCATION
ZINC CONNECTION DETAILS
GALVANIC ANODE PLACEMENT DETAIL
GALVANIC ANODE SINGLE WIRE CONNECTION
GENERAL NOTES
GALVANIC ANODE SINGLE WIRE CONNECTION
INSTALLATION STEPS
GALVANIC ANODE SINGLE WIRE CONNECTION
SECTIONS AND DETAILS
COLUMN AND FOOTING JACKET OVERBUILD (1 OF 2)
COLUMN AND FOOTING JACKET OVERBUILD (2 OF 2)
JACKET OVERBUILD PIER 10 AND 11 (1 OF 2)
JACKET OVERBUILD PIER 10 AND 11 (2 OF 2)
STRUCTURAL PILE JACKET
WIRING DETAILS
STRUCTURE CONNECTIONS
TYPICAL MONITORING PANELS
TYPICAL PANEL WIRING
B-2
TC-1
TC-2 - TC-3
TC-4 - TC-5
()§t��!C Drawn By: SHEET TfTLE:
380 PARK PLACE BLVD. SUITE 300
CLEARWATER, FL 33759
CHRISTOPHER P. GAMACHE P.E. NO. 82122
MPR
Checked by:
CPG
Designed by:
TRH
Checked by:
CPG
COLLIER COUNTY
R
OA
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No co uN
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ECT
ID
----.IPROJECT NAME:
CR 92 238200196 66066.2
chgamache 1/30/2025
SHEET DFSCBTPTTQN
SIGNATURE SHEET
TEMPORARY TRAFFIC CONTROL PHASING TYPICAL
SECTIONS
TRAFFIC CONTROL PLAN (PHASE I)
TRAFFIC CONTROL PLAN (PHASE II)
BRIDGE NO. 030184
REF. DWG. NO.
SIGNATURE SHEET
SHEET NO.
STAN GOBER MEMORIAL BRIDGE REHAB
8-2
10:00:30 AM U:\238200196\ms\struct\F1nal Subm1ttal\BJS1gnatures.dgn
By DescriptionDate By DescriptionDate
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F .A .C
STAN GOBER MEMORIAL BRIDGE REHAB
PROJECT NAME:
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
kgrams 1/22/2025 10:14:43 AM U:\238200196\ms\struct\Final Submittal\B1SumOfQuantities01.dgn
Drawn By:
MPR
Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
SUMMARY OF QUANTITIES
PAY ITEM DESCRIPTION UNIT
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
SUMMARY OF STRUCTURE QUANTITIES - BRIDGE NO. 030184
QUANTITY
ITEM NO.
FDOT
BQ-1
PAY ITEM NOTES:
CONDUIT REPAIR/REPLACE630-2-31
CONDUIT ANCHOR REPLACE630-2-30
COATING EXISTING STRUCTURAL STEEL, BEARING561-1-1
BEDDING STONE530-74
RIPRAP-RUBBLE, BANK AND SHORE530-3-3
TIMBER FENDER SYSTEM REPAIR 470-75-2
BRIDGE DECK EXPANSION JNT, REHAB, POURED JOINT WITH BACKER ROD458-1-21
CATHODIC PROTECTION INTEGRAL PILE JACKET, STRUCTURAL, 16.1-30", GALVANIC SYSTEM457-2-221
CATHODIC PROTECTION INTEGRAL COLUMN JACKET, NON-STRUCTURAL, GALVANIC SYSTEM457-2-131
CLEANING AND SEALING CONCRETE SURFACES - PENETRANT SEALER OR METHACRYLATES413-154
PENETRATING CORROSION INHIBITOR413-150
RESTORE SPALLED AREAS, CONTRACTOR'S OPTION401-70-5
GALVANIC OVERBUILD WITH ANODES FOR FOOTINGS/STRUTS400-142-11
EMBEDDED GALVANIC ANODE 400-142-10
CATHODIC PROTECTION SYSTEM, ZINC ARC SPRAY400-142-2
BRIDGE DECK GROOVING400-7-1
CONCRETE CLASS IV, CAST IN PLACE TOPPING WITH SRA400-4-47
REMOVAL OF EXIST CONC110-4-10
LADDERS AND PLATFORMS, REMOVE110-3-10
TURBIDITY MONITORING104-30
FLOATING TURBIDITY BARRIER104-11
MAINTENANCE OF TRAFFIC102-1
MOBILIZATION101-1
LF
EA
EA
TN
TN
LS
LF
LF
LF
SF
GA
CF
SF
EA
SF
SY
CY
SY
EA
LS
LF
LS
LS
81048
13584
89.1
CAN BE FOUND WITHIN THE TECHNICAL SPECIFICATIONS.
CONSTRUCTION. SPECIFICATIONS FOR ITEMS WITHOUT AN FDOT ITEM NUMBER
SECTION OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
THE FDOT ITEM NUMBER SHALL BE USED TO IDENTIFY THE APPLICABLE3.
MADE DUE TO DIFFERENCES BETWEEN THE ESTIMATED AND ACTUAL QUANTITIES.
ADJUSTMENT IN THE CONTRACT BID UNIT PRICE FOR EACH PAY ITEM WILL BE
AND WILL BE MEASURED IN THE FIELD AND VERIFIED BY THE COUNTY. NO
THE QUANTITIES PROVIDED ARE ESTIMATED. ACTUAL QUANTITIES MAY VARY2.
THE PLACEMENT OF AN ITEM SHALL BE CONSIDERED INCIDENTAL TO THAT ITEM.
ANY EXCAVATION OR DISPOSAL OF EXCAVATED MATERIAL NECESSARY FOR 1.
PAY ITEM NOTES:
MOT TO MATCH EXISTING.
RESTORE PAVEMENT MARKINGS AND RPMs DISTURBED BY DECK RESTORATION AND4.
CAN BE FOUND WITHIN THE TECHNICAL SPECIFICATIONS.
CONSTRUCTION. SPECIFICATIONS FOR ITEMS WITHOUT AN FDOT ITEM NUMBER
SECTION OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
THE FDOT ITEM NUMBER SHALL BE USED TO IDENTIFY THE APPLICABLE3.
MADE DUE TO DIFFERENCES BETWEEN THE ESTIMATED AND ACTUAL QUANTITIES.
ADJUSTMENT IN THE CONTRACT BID UNIT PRICE FOR EACH PAY ITEM WILL BE
AND WILL BE MEASURED IN THE FIELD AND VERIFIED BY THE COUNTY. NO
THE QUANTITIES PROVIDED ARE ESTIMATED. ACTUAL QUANTITIES MAY VARY2.
THE PLACEMENT OF AN ITEM SHALL BE CONSIDERED INCIDENTAL TO THAT ITEM.
ANY EXCAVATION OR DISPOSAL OF EXCAVATED MATERIAL NECESSARY FOR 1.
GM
GM
GM
GM
EA
PERMANENT TAPE, YELLOW, SOLID, 6" FOR CONCRETE BRIDGES713-103-201
PERMANENT TAPE, WHITE, SOLID, 6" FOR CONCRETE BRIDGES713-103-101
THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6"711-16-201
THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6"711-16-101
RAISED PAVEMENT MARKER, TYPE B706-1-3
0.54
0.44
0.04
0.04
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F .A
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
chgamache 1/2/2025 10:58:02 AM U:\238200196\ms\struct\Final Submittal\B1GeneralNotes.dgn
Drawn By:
MPR
Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
GENERAL NOTES
CLASS
STRUCTURE
CONCRETE IN
LOCATION OF
REINFORCEMENT BARS SHALL BE GRADE 60.
IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 931. ALL
ALL REINFORCEMENT BARS AND WELDED WIRE REINFORCEMENT SHALL BE
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 9TH EDITION.
ELEMENTS UNLESS OTHERWISE NOTED.
LOAD AND RESISTANCE FACTOR DESIGN METHOD (LRFD) FOR ALL
SUBSTRUCTURE - EXTREMELY AGGRESSIVE
SUPERSTRUCTURE - EXTREMELY AGGRESSIVE
f'c = 5,500
DESIGN BULLETINS.
FDOT STRUCTURES MANUAL DATED 2024 AND SUBSEQUENT STRUCTURES
4" TO EXTERNAL FORMED SURFACESC.I.P. SUBSTRUCTURE:
2" TO EXTERNAL FORMED SURFACESC.I.P. SUPERSTRUCTURE:
TO FACE OF CONCRETE.
CENTERLINE OF BARS EXCEPT WHERE THE CLEAR DIMENSION IS SHOWN
ALL DIMENSIONS PERTAINING TO LOCATIONS OF REINFORCING ARE TO
FDOT STANDARD SPECIFICATIONS FOR ALLOWABLE TOLERANCES.
FABRICATION TOLERANCES UNLESS SHOWN AS "MINIMUM COVER". SEE
CONCRETE COVER SHOWN IN PLANS DOES NOT INCLUDE PLACEMENT AND
ENGINEER.
ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL OF THE
INDICATED IN THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR
CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT LOCATIONS
DECK TOPPINGIV (WITH SRA)
STRENGTH (psi)
COMPRESSIVE
28-DAY
MINIMUM
ADJUSTMENT OF 2011 (NAD 83/2011).
SYSTEM USED FOR THE PLANS IS THE NORTH AMERICAN DATUM OF 1983,
VERTICAL DATUM OF 1988 (NAVD 88). THE STATE PLANE COORDINATE
THE BENCH MARK DATUM USED FOR THE PLANS IS THE NORTH AMERICAN
SPAN BEAM PILEBENT/PIER
B-3
SHRINKAGE TO 500 MICROSTRAINS.
SRA USED IN THE DECK TOPPING SHALL LIMIT THE 28-DAY DRYING
ACCORDANCE WITH PERMIT REQUIREMENTS. SEE SHEETS B1-2 AND B1-3.
CONTROL TURBIDITY CAUSED BY CONSTRUCTION OPERATIONS IN
PROVIDE AND MAINTAIN FLOATING TURBIDITY BARRIERS AS REQUIRED TO
1. DESIGN SPECIFICATIONS:
2. DESIGN METHOD:
3. ENVIRONMENT:
4. CONCRETE:
5. SHRINKAGE REDUCING ADMIXTURE (SRA):
6. CONCRETE COVER:
7. JOINTS IN CONCRETE:
9. REINFORCING STEEL:
316 STAINLESS STEEL WITH A MINIMUM BREAKING STRENGTH OF 18,000 LBS.
" DIAMETER 6x19, 6x25, OR 6x37 CLASS IWRC TYPE2
1WIRE ROPE SHALL BE
11. WIRE ROPE FOR FENDER PILES:
SPECIFICATIONS SECTION 510.
FLEXIBLE CONDUIT SHALL MEET THE REQUIREMENTS OF FDOT STANDARD
12. CONDUIT FOR NAVIGATIONAL SWING LIGHTING:
HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.
ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER
13. PLAN DIMENSIONS:
14. VERTICAL & HORIZONTAL DATUMS:
15. EXISTING BRIDGE REMOVAL AND DISPOSAL:
16. TURBIDITY CONTROL:
10 - 18 - 2
EXAMPLE:
NUMBER FOLLOWED BY THE PILE/COLUMN NUMBER.
BY THE BEAM NUMBER. PILES/COLUMNS ARE IDENTIFIED BY THE BENT/PIER
OF STATIONING. BEAMS ARE IDENTIFIED BY THE SPAN NUMBER FOLLOWED
CONSECUTIVELY FROM LEFT TO RIGHT WHEN LOOKING IN THE DIRECTION
STATION (WEST TO EAST). BEAMS AND PILES ARE NUMBERED
BENTS AND PIERS ARE NUMBERED CONSECUTIVELY FROM LOW TO HIGH
18. IDENTIFICATION OF MEMBERS:
GUARD 60 DAYS PRIOR TO ANY WORK OVER THE WATERWAY.
APPROVED BY THE COUNTY, SHALL BE SUBMITTED TO THE US COAST
CONTRACTOR'S PLAN, SCHEDULE, AND SEQUENCE OF OPERATIONS,
REGARDING MAINTENACE OF BOAT TRAFFIC. A COPY OF THE
THE CONTRACTOR SHALL COMPLY WITH COAST GUARD REGULATIONS
19. BOAT TRAFFIC:
ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS SECTION 110.
REMOVE AND DISPOSE OF THE EXISTING BRIDGE MATERIAL IN
STEEL SCREWS.
ALL DECKING AND FRAMING SHALL BE FASTENED WITH #10x4" STAINLESS
SOFTWOOD LUMBER STANDARD PS 20.
OTHERWISE NOTED. DRESSED SIZES SHALL CONFORM TO THE AMERICAN
LUMBER SIZES SHOWN REPRESENT NOMINAL DRESSED SIZES UNLESS
SPECIFICATIONS SECTION 955 FOR SALT WATER ENVIRONMENTS.
AND BE PRESSURE TREATED IN ACCORDANCE WITH FDOT STANDARD
SPECIFICATIONS SECTION 952, SOUTHERN PINE, MARINE GRADE NO. 1,
ALL LUMBER SHALL MEET THE REQUIREMENTS OF FDOT STANDARD
20. LUMBER FOR FENDER DECKING:
CONSTRUCTION. SEE TRAFFIC CONTROL PLANS FOR ADDITIONAL DETAILS.
MAINTAIN A MINIMUM OF ONE LANE OF ALTERANATING TRAFFIC THROUGHOUT
17. TRAFFIC CONTROL:
8. BRIDGE DECK GROOVING:
IN ACCORDANCE WITH SECTION 400-15.2.5 OF THE FDOT SPECIFICATIONS.
THE REPLACED BRIDGE FLOOR SURFACE SHALL RECEIVE A CLASS 4 FINISH
TO APPLYING THE REPAIR MORTAR FOR THESE SITE OBSERVATIONS.
CONTRACTOR SHALL CONTACT THE COUNTY A MINIMUM OF 24 HOURS PRIOR
COMPLETED BUT BEFORE THE REPAIR MATERIAL HAS BEEN APPLIED.
AFTER THE SURFACE PREPARATION FOR THE REPAIR WORK HAS BEEN
TO INSPECT THE AGREED UPON AREA FOR THE CONCRETE SPALL REPAIRS
THE COUNTY (OR THEIR REPRESENTATIVE) SHALL HAVE THE OPPORTUNITY
10. COORDINATION WITH THE COUNTY:
f'c = 5,500
SPALL REPAIR
STRUCTURAL PILE JACKETS
IV
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F .A
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
chgamache 1/3/2025 12:02:54 PM U:\238200196\ms\struct\Final Submittal\B1PlanElev01.dgn
Drawn By:
MPR
Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
E F
E F E F
E F
E F
E F E F
E F E E EE FE
F E
FE
F E
F E
FE
F E F E
FE
F E
F E
PLAN AND ELEVATION
B1-1
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C L B
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LCLCLC
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A
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A
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S T
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.0
S T
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S T
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.1
S T
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S T
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S T
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S T
A
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S T
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S T
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S T
A
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S T
A
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S T
A
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S T
A
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S T
A
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S T
A
.0
-20
-20
-40
NAVD88
-40
MHW ELEV. 0.67
MSL ELEV. -0.62
MLW ELEV. -1.89
275 280
STA. 268+84.00
BEGIN BRIDGE
STA. 287+26.00
END BRIDGE
P C
S
T A
.0
P T
S
T A
.1
PLAN
ELEVATION
Direction of Stationing
(SEE NOTE 2)
FENDER
SYSTEM (SEE NOTE 1)
ACCESS LADDER
(SEE NOTE 2)
FENDER
� CONST.
FRONT FACE OF BACKWALL
BEGIN BRIDGE
FRONT FACE OF BACKWALL
END BRIDGE
NOTES:
7 SPANS @ 70'-0" = 490'-0"
5 SPANS @ 95'-7" = 477'-11"
116'-2"
5 SPANS @ 95'-7" = 477'-11"
= 280'-0"
4 SPANS @ 70'-0"
LIGHTING (TYP.)
NAVIGATIONAL
LIGHTING (TYP.)
NAVIGATIONAL
CHANNEL
NAVIGATIONAL
M A
R C
O
C
H A
N N
E L
NO. 030184
BRIDGE
EXPANSION JOINT (TYP.)
REMOVE AND REPLACE DECK
FILLED SCOUR HOLES (TYP.)
BANK AND SHORE OVER
INSTALL RUBBLE RIPRAP,
INSTALL RUBBLE RIPRAP, BANK AND SHORE (TYP.)
FILL SCOUR HOLES WITH BEDDING STONE AND
CONCRETE WITH SRA
DECK AND REPLACE WITH CLASS IV
" OF CONCRETE2
1REMOVE TOP 1
LIGHTING (SEE NOTE 3)
NAVIGATIONAL SWING
1842'-0"
+6.
0±
-6.0±%
R = 5729.58'±
CURVE 1
R = 1495.76'±
CURVE 2
EXISTING GROUND
APPROXIMATE
WITH GALVANIC ANODES AT PILE #15
8'-0" STRUCTURAL PILE JACKET
AT EACH PIER COLUMN (TYP.)
5'-0" TALL GALVANIC JACKET
GALVANIC ANODES (TYP.)
OVERBUILD WITH
PIER FOOTING
WATER LIMITS
SURFACE
APPROXIMATE
WATER LIMITS
SURFACE
APPROXIMATE
WATER LIMITS
SURFACE
APPROXIMATE
WATER LIMITS
SURFACE
APPROXIMATE
ON EXISTING PLANS.
BRIDGE GEOMETRY, DIMENSIONS, AND ELEVATIONS ARE BASED5.
BRIDGE LENGTH IS MEASURED ALONG � OF CONSTRUCTION.4.
AND REPLACE WITH FLEXIBLE CONDUIT.
REMOVE EXISTING CONDUIT TO NAVIGATIONAL SWING LIGHTING3.
WRAPS.
CABLE WRAPS ON FENDER PILES AND REPLACE WITH SS CABLE
3 FT ADJACENT TO NAVIGATIONAL LIGHTS (6 TOTAL). REMOVE ALL
INSTALL NEW TIMBER FRAMING AND PLANKS FOR A LENGTH OF
REMOVE ALL TIMBER PLANKS AND FRAMING ON FENDER WALKWAY. 2.
AND GANGWAY TO THE FENDER WALKWAY.
ALL LADDERS, SUPPORTS, CONNECTING HARDWARE, PLATFORMS
REMOVE THE EXISTING ACCESS LADDER SYSTEM INCLUDING1.
T I C
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F .A
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
chgamache 1/2/2025 8:27:45 AM U:\238200196\ms\struct\Final Submittal\B1TurbidityMonitoring02.dgn
Drawn By:
MPR
Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
M A
R C
O
C
H A
N N
E L
275 280
5'-0"
N
BARRIER (TYP.)
FLOATING TURBIDITY
FENDER (TYP.)
BETWEEN FENDER AND PIER
INSTALL TURBIDITY BARRIER
(TYP. U.N.O)
NO. 5
PIER
NO. 6
PIER
NO. 7
PIER
NO. 8
PIER
NO. 9
PIER
NO. 10
PIER
NO. 11
PIER
NO. 12
PIER
NO. 13
PIER
NO. 14
PIER
NO. 15
PIER
NO. 16
PIER
NO. 3
BENT
NO. 4
BENT
NO. 17
BENT
NO. 18
BENT
NO. 19
BENT
TURBIDITY BARRIER PLAN FOR CONCRETE WORK
GALVANIC OVERBUILD (TYP.)
B1-2
GALVANIC OVERBUILD (TYP.)
WITH GALVANIC ANODE
STRUCTURAL PILE JACKET
T I C
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F .A
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
kgrams 12/11/2024 4:27:18 PM U:\238200196\ms\struct\Final Submittal\B1TurbidityMonitoring01.dgn
Drawn By:
MPR
Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
N 81° 42' 23" E
MZO1-N MZO2-N MZO3-N MZO4-N MZO5-N
MZO1-S MZO2-S MZO3-S MZO4-S MZO5-S
BS-N
MZI1-N MZI2-N MZI4-NMZI3-N MZI5-N
MZI5-SMZI1-S MZI2-S MZI3-S MZI4-S
BS-S
PIER NO. 10 PIER NO. 11 PIER NO. 12
PIER NO. 13 PIER NO. 14 PIER NO. 15 PIER NO. 16 PIER NO. 17 PIER NO. 18
PIER NO. 19
TURBIDITY MONITORING PLAN FOR SCOUR PROTECTION WORK
(T Y P
U .N .O
N
M A
R C
A N
N E
L
(TYP.)
25'-0"
OR AS OTHERWISE DIRECTED BY THE COUNTY’S PROJECT MANAGER (OR THEIR DESIGNEE).
TURBIDITY METER READINGS SHOW ACCEPTABLE TURBIDITY LEVELS HAVE BEEN RESTORED
IN-WATER WORK AND THE FOUR-HOUR SAMPLING INTERVAL WILL NOT RESUME UNTIL
INTERVAL TO SHOW WHEN TURBIDITY LEVELS HAVE RETURNED TO AN ACCEPTABLE LEVEL.
AREA. AT THIS TIME, THE SAMPLING FREQUENCY WILL BE INCREASED TO A TWO-HOUR
REPLACED AS NECESSARY TO CONTROL TURBID DISCHARGES FROM THE IMMEDIATE WORK
TURBIDITY CONTROL DEVICES WILL BE INSPECTED IMMEDIATELY AND REPAIRED OR
IN-WATER WORK AND NOTIFY THE COUNTY’S PROJECT MANAGER (OR THEIR DESIGNEE). ALL
(MZO) EXCEED THE BACKGROUND LEVELS, THE CONTRACTOR WILL IMMEDIATELY STOP ALL
NTUS ABOVE BACKGROUND LEVELS OR READINGS AT THE MIXING ZONE OUTSIDE STATIONS
IF TURBIDITY READINGS AT THE MIXING ZONE INSIDE STATION (MZI) READINGS EXCEED 41 5.
READINGS AT MIXING ZONE OUTSIDE STATIONS MAY NOT EXCEED THE BACKGROUND LEVELS.
OVER THE DAILY AMBIENT BACKGROUND LEVELS AS MEASURED AT BS-N OR BS-S. TURBIDITY
WITHIN THE MIXING ZONE (MIXING ZONE INSIDE STATIONS) TO BE INCREASED TO 41 NTUS
ZONES. THIS PLAN AND THE ERP INCLUDE A MIXING ZONE ALLOWING TURBIDITY LEVELS
INCREASED OVER DAILY AMBIENT BACKGROUND LEVELS OTHER THAN IN APPROVED MIXING
WATERS (OFW). STATE WATER QUALITY STANDARDS DO NOT ALLOW TURBIDITY TO BE
THE ROOKERY BAY NATIONAL ESTUARINE RESEARCH RESERVE IS AN OUTSTANDING FLORIDA 4.
SOUTH (MZI1-S, MZI2-S, MZI3-S, MZI4-S, AND MZI5-S).
FIVE ON THE NORTH (MZI1-N, MZI2-N, MZI3-N, MZI4-N, AND MZI5-N) AND FIVE ON THE
SHOWN ON THIS SHEET, TEN MIXING ZONE INSIDE STATIONS WILL BE ESTABLISHED WITH
WILL BE CONDUCTED AT FOUR-HOUR INTERVALS FOR THE DURATION OF THE WORK DAY. AS
TURBIDITY READINGS AT THE MIXING ZONE INSIDE AND MIXING ZONE OUTSIDE STATIONS 2.
ZONE SAMPLE STATIONS.
TAKEN AT MID-DEPTH AT THE PROPER BACKGROUND STATION PRIOR TO SAMPLING MIXING
OUTGOING OR OUTGOING TO INCOMING), A NEW BACKGROUND TURBIDITY READING WILL BE
EXPECTED DURING THE WORK PERIOD. WHEN TIDAL CONDITIONS CHANGE (E.G. INCOMING TO
MID-DEPTH AT THE PROPER BACKGROUND STATION RELATIVE TO TIDAL CONDITIONS
PLACEMENT WILL BE OCCURRING, A BACKGROUND TURBIDITY READING WILL BE TAKEN AT
APPROXIMATE LOCATION SHOWN ON THIS SHEET. ON ANY GIVEN DAY THAT IN-WATER FILL
TWO BACKGROUND SAMPLE STATIONS (BS-N AND BS-S) WILL BE ESTABLISHED AT THE 1.
AUTHORIZATION FOR A TURBIDITY MONITORING PLAN THAT DEVIATES FROM THIS PLAN.
PROJECT CONSTRUCTION, UNLESS THE PROJECT CONTRACTOR OBTAINS SEPARATE
MONITORING PLAN WILL BE IMPLEMENTED DURING ALL IN-WATER WORK REQUIRED TO COMPLETE
PLACEMENT OF FILL MATERIALS WITHIN WATERS OF THE STATE. THE FOLLOWING TURBIDITY
CONSTRUCTION OF THE STAN GOBER BRIDGE REHABILITATION PROJECT REQUIRES THE
B1-3
EXISTING FENDER (TYP.)
MIXING ZONE
FLOATING TURBIDITY BARRIER (TYP.)
TURBIDITY MONITORING PLAN:
IDENTIFIED WITHIN THE PERMIT OR AS ADVISED BY THE PERMITTING AGENCY.
RESOURCE PERMIT (ERP) NUMBER WILL BE SUBMITTED WEEKLY TO THE ADDRESS
PRECEDING 24 HOURS, ETC.). A SUMMARY OF THE DAILY LOGS LISTING THE ENVIRONMENTAL
RELEVANT INFORMATION (E.G. PROLONGED HIGH WINDS, HEAVY RAINFALL WITHIN THE
WEATHER CONDITIONS, TIDAL CONDITIONS, NATURE OF WORK BEING CONDUCTED, AND OTHER
INTO A LOGBOOK AT THE TIME OF RECORDING ALONG WITH THE DATE, TIME OF DAY,
SOLUTIONS PER THE METER MANUFACTURER’S INSTRUCTIONS. READINGS SHALL BE ENTERED
PORTABLE TURBIDITY METER THAT HAS BEEN CALIBRATED WITH STANDARD CALIBRATION
TURBIDITY READINGS (IN NEPHELOMETRIC TURBIDITY UNITS NTUS) WILL BE TAKEN WITH A 3.
DURING SLACK TIDE CONDITIONS.
ZONE STATIONS (INSIDE AND OUTSIDE) CLOSEST TO THE ACTIVE WORK WILL BE USED
STATIONS (INSIDE AND OUTSIDE) WILL BE UTILIZED DURING OUTGOING TIDES. THE MIXING
(INSIDE AND OUTSIDE) WILL BE USED DURING INCOMING TIDES AND SOUTH MIXING ZONE
OCCURRED DURING THE PREVIOUS FOUR-HOUR PERIOD. NORTH MIXING ZONE STATIONS
MID-DEPTH FOR EACH OF THE MIXING ZONE STATIONS WHERE WORK IS OCCURRING OR HAS
MZO2-S, MZO3-S, MZO4-S, AND MZO5-S). TURBIDITY READINGS WILL BE TAKEN AT
(MZO1-N, MZO2-N, MZO3-N, MZO4-N, AND MZO5-N) AND FIVE ON THE SOUTH (MZO1-S,
TEN MIXING ZONE OUTSIDE STATIONS WILL BE ESTABLISHED WITH FIVE ON THE NORTH 2.
(TYP.) SEE SHEET B1-23
LIMITS OF RUBBLE RIPRAP
T I C
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F I C I
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H I S
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I S
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F .A
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
chgamache 1/3/2025 10:48:59 AM U:\238200196\ms\struct\Final Submittal\B1DeckRepair01.dgn
Drawn By:
MPR
Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
N
DECK REPAIR DETAILS
270 275
STA. 268+84.00
BEGIN BRIDGE
PLAN
� CONST.
NOTES:
Direction of Stationing
REPAIR TYPE ITEM NO.LOCATION
DECK REPAIR SUMMARY
SPAN
1-10 110-4-10
4 SPANS @ 70'-0" = 280'-0" 5 SPANS @ 95'-7" = 477'-11" 116'-2"
M A
T C
H L I N
E
STA. 287+26.00
END BRIDGE
5 SPANS @ 95'-7" = 477'-11"
1842'-0"
M A
T C
H L I N
E
7 SPANS @ 7
0'-0"
= 490 '-0"1842'-0"
SPAN 4SPAN 1 SPAN 2 SPAN 3 SPAN 5 SPAN 6 SPAN 7 SPAN 8 SPAN 9 SPAN 10
2 6
SPAN 11 SPAN 12 SPAN 13 SPAN 14 SPAN 15 SPAN 16 SPAN 17 SPAN 18 SPAN 19
SPAN 20
SPAN 21
SPAN 2
P I
S T
A
.0
B E
B E
B E
LC
P I
LC
P I
LC
P I
LC
P I
LC LC
LC LC LC LC LC
LCLCLC
P I
P I
P I
P I
P I
P I
P I
LC
B
E
LC
B
E
LC
B
E
LC
B
E
LC
B
E N
T
N
O
LC
B
E N
T
N
O
E N
D
B
E N
T
N
O
E N
D
B
E
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.5
S T
A
.1
S T
A
.7
S T
A
.3
S T
A
.9
S T
A
.0
S T
A
.2
S T
A
.8
S T
A
.4
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
C L
LC
P I
S T
A
.0
LEGEND:
B1-4
S T
A
.6
SPALL REPAIR
SPALL REPAIR
LEFT FASCIA AT END BENT 1
17 SPALL REPAIR
LEFT FASCIA
LEFT OVERHANG AT PIER 17*
SPALL REPAIR
1-22
SPALL REPAIR
9 AT 2/3 SPAN BETWEEN GIRDERS 6 & 7*
1-22
PENETRANT
16 SPALL REPAIRRIGHT OVERHANG AT PIER 16*
18 SPALL REPAIRNEAR PIER 19 BETWEEN GIRDERS 3 & 4*14
SECTION 413.
IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS
DECK SURFACE AND APPLY PENETRATING CORROSION INHIBITOR
AFTER ALL OF THE DECK REPAIRS ARE COMPLETE, CLEAN THE3.
STANDARD PLANS INDEX 458-110.
POURED JOINT WITH BACKER ROD IN ACCORDANCE WITH FDOT
REMOVE EXISTING EXPANSION JOINTS AND REPLACE WITH 2.
CLASS IV CONCRETE WITH SRA.
" OF CONCRETE DECK AND REPLACE WITH2
1REMOVE TOP 11.
LIMITS OF REPAIR 1 (SEE NOTE 1)
REPAIRS MARKED WITH AN ASTERISK (*) ARE LOCATED ON THE UNDERSIDE OF THE DECK.*NOTE:
NEAR END BENT 1 BETWEEN GIRDERS 5 & 6*
400-4-47
458-1-21
NO.
EASTBOUND LANE & SHOULDER (SEE NOTE 1)
DECK REMOVAL
DECK REPAIR
DECK EXPANSION JOINTS (SEE NOTE 2) JOINT REPLACEMENT
CLEAN & SEAL
5 2 RIGHT FASCIA SPALL REPAIR
7 SPALL REPAIR
8 SPALL REPAIRJOINT HEADER
TOP OF BARRIER
15 SPALL REPAIR11 SOUTH FACE OF BARRIER
DECK SURFACE (SEE NOTE 3)
QUANTITY
2,137 SY
1 CF
2 CF
1 CF
2 CF
2 CF
81,048 SF
933 GA
2 CF
2 CF
89.1 CY
1064 LF
1 CF
1 CF
1 CF
1 CF
401-70-5
401-70-5
401-70-5
401-70-5
401-70-5
401-70-5
401-70-5
401-70-5
401-70-5
401-70-5
401-70-5
413-154
413-150
T I C
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F I C I
C O
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H I S
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H E
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I S
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H E
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F I L E
S I G
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1G
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F .A
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
chgamache 1/3/2025 10:51:47 AM U:\238200196\ms\struct\Final Submittal\B1SpallRepairDet01.dgn
Drawn By:
MPR
Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
SPALL REPAIR DETAILS
B1-5
CONCRETE SPALL REPAIR
SPALL
SPALL
SECTION
EXISTING
CONCRETE)
AND SPALLS (UNSOUND
CRACKS, DELAMINATIONS,
MIN. SPLICE LENGTHS
PREFERRED SPALL PATCH CONFIGURATION
SHALL BE KEPT AS SIMPLE AS POSSIBLE
NO FEATHER EDGES. PATCH CONFIGURATIONS
AT EDGE LOCATIONS PROVIDE RIGHT ANGLE CUTS.
CONDITION
EXISTING
REPAIR
PROPOSED
EXISTING REINFORCMENT BAR
NEW SPLICE BAR
LAP LENGTH DETAIL
EXISTING BAR SIZE SPLICE BAR SIZE SPLICE BAR LENGTH
L E
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CONCRETE SPALL REPAIR DETAIL
(COSMETIC)
3" MAX.
SMOOTH TO ADJACENT CONCRETE
MATERIAL AND FINISH
APPLY CONCRETE REPAIR
EXISTING REINFORCEMENT
EXISTING REINFORCEMENT
ADJACENT CONCRETE
MATERIAL, AND FINISH SMOOTH TO
", APPLY CONCRETE REPAIR2
1DEPTH OF
REMOVE CONCRETE TO A MINIMUM
" DEEP SAWCUT EDGE (TYP).2
CONCRETE SPALL REPAIR DETAIL
(WITHOUT EXPOSED REINFORCING)
CONCRETE SPALL REPAIR DETAIL
" DEEP SAWCUT EDGE (TYP).2
OF ALL RUST AND DIRT
MECHANICALLY CLEAN REINFORCEMENT
SURFACE (TYP.)
CONCRETE
MATCH EXIST
SMOOTH TO ADJACENT CONCRETE
APPLY CONCRETE REPAIR MATERIAL, AND FINISH
REMOVE CONCRETE TO 1" BEYOND REINFORCEMENT,
(WITH EXPOSED REINFORCING)
16"
20"
24"
28"
7 7
8 8
9 9
DAMAGE WHEN REMOVING CONCRETE)
EXISTING REINFORCEMENT (DO NOT
TYPICAL DELAMINATIONS, CRACKS, AND SPALLS
32"
36"
41"
49"
C L
(M A
X
CROSS SECTION OVER 25%
LOCATION HAS A REDUCTION IN
THAN 1'-0" OR IF AN ISOLATED
OCCURS OVER A LENGTH GREATER
WHERE MINOR SECTION LOSS
LINE AND SHAPE OF ADJACENT SURFACES.
SPALLED AREAS SHALL BE FINISHED SMOOTH TO MATCH THE 11.
FLAKING.
" CHAMFER ON ALL EXPOSED EDGES TO AVOID 4
3PROVIDE A 10.
PROVIDE CLEARANCE FOR THE LAP.
LENGTHS. REMOVE ADDITIONAL CONCRETE AS NECESSARY TO
IN ACCORDANCE WITH THE LAP LENGTH DETAIL AND MIN. SPLICE
REDUCTION IN ITS CROSS SECTIONAL AREA, USE A SPLICE BAR
WHEN THE EXISTING BAR EXHIBITS A 25% OR GREATER 9.
THE CONCRETE.
CLEAN EXPOSED REINFORCEMENT AND THE BOND SURFACE OF 8.
BONDED TO THE SURROUNDING CONCRETE.
SIGNIFICANT CORROSION AND THE REINFORCING STEEL IS WELL
THERE IS NO FURTHER DELAMINATION, CRACKING, OR
REMOVE CONCRETE ALONG THE REINFORCING STEEL UNTIL 7.
ACHIEVED.
EXPOSED REINFORCEMENT AND SURROUNDING CONCRETE IS
REINFORCEMENT UNTIL A MINIMUM 1" CLEARANCE BETWEEN THE
UNSOUND CONCRETE, THE REMOVAL SHALL UNDERCUT THE
IF REINFORCEMENT IS ENCOUNTERED DURING THE REMOVAL OF 6.
COSMETIC SPALL REPAIRS DO NOT REQUIRE A SAW CUT EDGE.5.
ADJACENT SPALLS SHALL BE JOINED INTO ONE REPAIR.
RECTANGULAR IN NATURE WITH CORNERS AT RIGHT ANGLES.
" SAW CUTS ENCOMPASSING SPALLED AREAS SHALL BE 2
1THE 4.
SHEETS B1-4, B1-6, AND B1-7.
WITH A HAMMER. KNOWN DEFICIENCIES CAN BE FOUND ON
OF THE ENGINEER PRIOR TO THE START OF WORK BY SOUNDING
BE IDENTIFIED AND MARKED IN THE FIELD IN THE PRESENCE
THE LOCATION AND LIMITS OF CONCRETE SPALL REPAIR SHALL 3.
SHOWN IN THESE PLANS.
SPECIFICATION T401 AND THE REPAIR CATEGORY DETAILS
SPALL REPAIRS SHALL BE IN ACCORDANCE WITH TECHNICAL 2.
(INCLUDING OVERHEAD) AND VERTICAL.
DETAILS ARE APPLICABLE TO ALL ORIENTATIONS: HORIZONTAL 1.
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SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
kgrams 12/11/2024 4:14:36 PM U:\238200196\ms\struct\Final Submittal\B1BeamRepair01.dgn
Drawn By:
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Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
GENERAL NOTES:
PROCEDURE FOR REPAIR ON PRESTRESSED CONCRETE BEAMS:
B1-6
PRIOR TO PACHING BEAMS
EPOXY INJECT CRACKS
AND SPALLS IN DIAPHRAGMS (TYP.)
REPAIR CRACKS, DELAMINATIONS,
REPAIR TOP DECK
CONCRETE BEAMS
PRESTRESSED
REPAIR SPALLED
TYPICAL SUPERSTRUCTURES DEFICIENCIES
CURB SPALLS
REPAIR DECK AND
AND COAT WITH ZINC ARC SPRAY
CONCRETE BEAM ENDS
REPAIR SPALLED PRESTRESSED
BEAM REPAIR DETAILS 1 OF 2
1.DEFICIENCIES SHOWN IN THE ADJACENT TYPICAL SUPERSTRUCTURE DEFICIENCIES
DETAIL ARE FOR ILLUSTRATIVE PURPOSES ONLY.
2.REPAIRS FOR PRESTRESSED CONCRETE BEAMS SHALL FOLLOW THE TYPICAL SPALL
AND CRACK REPAIR PROCEDURES EXCEPT AS NOTED BELOW.
3.CHIP CRACKED/SPALLED CONCRETE BACK TO SOUND CONCRETE. LARGE PIECES OF
CONCRETE THAT CONFINE THE STRANDS AND "HOLD DOWN" DRAPED STRANDS (IF
APPLICABLE) SHALL NOT BE DISTURBED OR REMOVED.
4.REPAIRS FOR PRESTRESSED CONCRETE BEAMS THAT ARE DEEP ENOUGH TO EXPOSE
STEEL REINFORCING OR PRESTRESSING STRANDS AND ARE FARTHER THAN 7 FEET
FROM THE END OF THE BEAM, SHALL INCLUDE THE INSTALLATION OF EMBEDDED
GALVANIC ANODES, TYPE 1A, ALKAI-ACTIVATED.
5.AFTER REPAIRS ARE COMPLETE, APPLY ACTIVATED ZINC ARC SPRAY OVER THE
SURFACE OF THE BEAM FOR A DISTANCE OF 7 FEET FROM THE END OF THE BEAM.
BEAM CROSS SECTION AND PROFILE
(TYPE III SHOWN, TYPE IV SIMILIAR)
ZINC METALLIZING
ZINC METALLIZING
7'-0"
BEAM NUMBER DEFICIENCY
1-6 1 CF
2-4
2-5
2-6
2-7
3-4
4-5
4-6
WEST END OF BEAM, SPALL
WEST END OF BEAM, SPALL, DEBRIS, EXPOSED STEEL
RIGHT BOTTOM FLANGE OVER ABUTMENT 1, SPALL WITH EXPOSED CABLES
4-2
4-4
4-5
EAST END OF BEAM, SPALL
WEST END OF BEAM, SPALL WITH EXPOSED STEEL
6-1
6-5
WEST END OF BEAM, CORNER OF BEAM, SPALL
RIGHT BOTTOM FLANGE OVER PIER 7, SPALL AND EXPOSED STEEL
4-6
WEST END OF BEAM AT PIER 2, SPALL WITH EXPOSED STEEL
WEST END OF BEAM AT PIER 2, SPALL AND DEBRIS
WEST END OF BEAM, NORTH FLANGE SPALL, EXPOSED STEEL
ESTIMATED
QUANTITY
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1.PERFORM BEAM REPAIRS IN ACCORDANCE WITH APPLICABLE TECHNICAL
SPECIFICATIONS AND DETAILS SHOWN IN THESE PLANS AND FDOT STANDARD
SPECIFICATIONS SECTION 450.
2.DEFICIENCIES SHOWN ARE FOR ILLUSTRATION ONLY. ANY DIMENSIONS ARE
APPROXIMATE. IN THE PRESENCE OF THE ENGINEER, THE CONTRACTOR SHALL
CLEARLY OUTLINE ALL AREAS IN NEED OF REPAIR WITH AN APPROVED PAINT OR
MARKER PRIOR TO DEMOLITION. NO DEMOLITION OF ANY AREA OR MEMBER OF
THE BRIDGE SHALL BE PERFORMED UNTIL THE CONTRACTOR RECEIVES
APPROVAL FROM THE ENGINEER.
EAST END OF BEAM AT PIER 5, NORTH AND SOUTH FACE, SPALL
EAST END OF BEAM AT PIER 5, NORTH FACE, SPALL
EAST END OF BEAM AT PIER 5, SOUTH FACE, SPALL
EAST END OF BEAM AT PIER 5, NORTH FACE, SPALL
BEAM, DIAPHRAGM, AND PEDESTAL REPAIR SUMMARY
NOTE: REPAIRS MARKED WITH "*" SHALL INCLUDE ZINC METALLIZING
BEAM REPAIRS
CONTINUED ON FOLLOWING SHEET
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SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
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COLLIER COUNTY
ROAD NO. COUNTY PROJECT ID
66066.2 CR 92
REVISIONS
kgrams 12/11/2024 4:15:46 PM U:\238200196\ms\struct\Final Submittal\B1BeamRepair02.dgn
Drawn By:
MPR
Checked by:
Designed by:
TRH
Checked by:
CPG
CPG
CLEARWATER, FL 33759
380 PARK PLACE BLVD. SUITE 300
CHRISTOPHER P. GAMACHE P.E. NO. 82122
Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.Stantec Consulting Services, Inc.
238200196
STANTEC PROJECT NO.
B1-7
BEAM REPAIR DETAILS 2 OF 2
BEAM NUMBER DEFICIENCY
6-6
8-5
8-7
9-1
9-5
10-4 1 CF
10-8
11-4 EAST END, SPALL WITH EXPOSED STEEL
11-7
12-2
LOWER SOUTH FLANGE AT PIER 8, SPALL AND CORRODED CABLES
EAST END OF BEAM, SPALL
SOUTH FACE OVER PIER 12, SPALL WITH CORRODED CABLES
12-6
14-6
15-2
14-4
15-4
15-5
16-6
17-4 WEST END OF BEAM, SOUTH FACE, SPALL
17-5
18-4 LOWER NORTH FLANGE AT BENT 19, SPALL
19-1
19-2
20-3
21-1
21-3
21-4
21-4
21-5
21-5
21-6
21-6
21-7
EAST END OF BEAM, NORTH FACE, SPALL
WEST END OF BEAM, SPALL
WEST END OF BEAM, SOUTH FACE, SPALL
WEST END OF BEAM, SOUTH FACE, SPALL
21-7
22-2
22-6
12-6
19-4
19-1
22-3
9-6 END DIAPHRAGM, WEST END PIER 10, SPALL WITH EXPOSED REBAR
B2 & B3
B3 & B4 END DIAPHRAGM, PIER 16, SPALL WITH EXPOSED REBAR
END DIAPHRAGM, PIER 16, EXPOSED REBAR
1 CF
1 CF
1 CF
18-1
16-1
1-7 1 EA
1 EA
1 EA
BEARING PLATE AT ABUTMENT 1
BEARING PLATE AT PIER 16
BEARING PLATE AT PIER 18
BENT 19 SOUTH FACE OF BEAM, SPALL
EAST END OF BEAM AT PIER 7, SPALL
WEST END OF BEAM AT PIER 9, NORTH AND SOUTH FACE, SPALL
END OF BEAM AT PIER 11, CRACK
WEST END OF BEAM AT PIER 12, SOUTH FACE, SPALL
WEST END OF BEAM AT BENT 21, NORTH AND SOUTH FACE, SPALL
WEST END OF BEAM AT BENT 21, SOUTH FACE, SPALL
WEST END OF BEAM AT BENT 21, SOUTH FACE, SPALL
EAST END OF BEAM AT BENT 22, NORTH AND SOUTH FACE, SPALL
EAST END OF BEAM AT BENT 22, NORTH/SOUTH FACE
EAST END OF BEAM AT BENT 22, SOUTH FACE, SPALL
WEST END OF BEAM AT BENT 21, NORTH FACE, SPALL
EAST END OF BEAM AT BENT 22, NORTH AND SOUTH FACE, SPALL
END OF BEAM AT END BENT 23, SPALL
BOTTOM FLANGE NEAR END BENT 23, CORNER SPALL
END OF BEAM AT END BENT 23, SPALL
LOWER SOUTH EDGE 4 FT FROM PIER 77-3
7-5 LOWER NORTH EDGE ADJACENT TO PIER 8
10-1 LOWER NORTH EDGE 6 FT FROM PIER 11
12-4
LOWER SOUTH EDGE ADJACENT TO PIER 12
20-7 EAST END OF BEAM, SPALL
8-5 1 CFFIRST INTERMEDIATE DIAPGHRAGM LOWER WEST EDGE
8-6 1 CFEND DIAPHRAGM ADJACENT OVER PIER 9
ESTIMATED
QUANTIY
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
1 CF
EAST END DIAPHRAGM AT PIER 16, DELAMINATION
WEST END OF BEAM AT PIER 8, NORTH AND SOUTH FACE
WEST END OF BEAM AT PIER 12, SOUTH FACE, SPALL
EAST END OF BEAM AT PIER 13, EXPOSED STRANDS
WEST END OF BEAM, AT PIER 15 NEAR BEARING, SPALL
EAST END OF BEAM AT PIER 15
WEST END OF BEAM AT PIER 15, DELAMINATION
WEST END OF BEAM AT PIER 15, SPALL
SOUTH FACE, WEST END OF BEAM, SPALL
WEST END OF BEAM AT BENT 19, SPALL
EAST END OF BEAM AT BENT 20, NORTH AND SOUTH FACE, SPALL
EAST END OF BEAM AT BENT 20, SPALL WITH EXPOSED STEEL
NOTE: REPAIRS MARKED WITH "*" SHALL INCLUDE ZINC METALLIZING
BEAM, DIAPHRAGM, AND PEDESTAL REPAIR SUMMARY (CONTINUED)
DIAPHRAGM AND PEDESTAL REPAIRS
EAST END PEDESTAL, SPALL
ASZ
EXISTING BEAM
ZINC CONNECTION PLATE, AS
REQUIRED. SEE SHEET B1-9
FOR DETAILS
7' FROM
EXPANSION
JOINT
NOTE: ARC SPRAY ZINC SHALL BE
APPLIED ON ANY BEAM ENDS THAT
RECEIVES CONCRETE REPAIRS
SCALE: N.T.S.1 ARC SPRAY ZINC (ASZ) LOCATION
FILE PATH: Z:\Shared\VCS\FL\2024\Jobs\F24086FL - Stantec - Stan Gober Memorial Bridge\Drawings\CAD\Stan Gober Drawings_2024 Update.dwg
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STAN GOBER MEMORIAL BRIDGE REHAB
PROJECT NAME:
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. SANTEC PROJECT NO. COUNTY PROJECT ID
66066.2CR 92
Drawn By:
LW
Checked by:
Designed by:
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Checked by:
PM
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8413 LAUREL FAIR CIR, SUITE 200B
TAMPA, FL 33610
238200196PRATIK V. MURKUTE P.E. NO. 100387
AutoCAD SHX Text B1-8
AutoCAD SHX Text
BEAM ARC SPRAY ZINC LOCATION
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
4" X 4" ZINC MESHEXISTING CONCRETE
ANCHOR (TYP.)
APPLY SECOND LAYER OF ASZ OVER TOP OF
CONNECTION PLATE AND HARDWARE
APPLY FIRST LAYER OF ASZ UNDER THE
CONNECTION PLATE AND HARDWARE
STAINLESS STEEL THREADED
ROD, NUTS AND WASHERS
APPLY TOP COAT OF ZINC SILICATE
NOTES:
1. THESE DETAILS ARE TO BE APPLIED
IN CONJUNCTION WITH ASZ DETAIL
ON B1-8
2. TWO CONNECTION PLATES ARE
REQUIRED PER CONTINUOUS ASZ
SPRAY AREA
4 STAINLESS STEEL THREADED ROD AND
ASSOCATED HARDWARE, NUTS AND WASHERS
REINFORCING
STEEL
HOLE FILLED
WITH EPOXY
1ST ASZ LAYER
2ND ASZ LAYER
ANCHOR ZINC MESH
APPLY ASZ OVER TOP OF
CONNECTION PLATE AND HARDWARE
DRILL AND TAP
CONNECTION TO REBAR
TOP COAT OF
ZINC SILICATE
SCALE: N.T.S.1
NON-MONITORED
ANODE CONNECTION
FILE PATH: Z:\Shared\VCS\FL\2024\Jobs\F24086FL - Stantec - Stan Gober Memorial Bridge\Drawings\CAD\Stan Gober Drawings_2024 Update.dwg
SCALE: N.T.S.2
NON-MONITORED
ANODE AND STRUCTURE CONNECTION
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STAN GOBER MEMORIAL BRIDGE REHAB
PROJECT NAME:
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. SANTEC PROJECT NO. COUNTY PROJECT ID
66066.2CR 92
Drawn By:
LW
Checked by:
Designed by:
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8413 LAUREL FAIR CIR, SUITE 200B
TAMPA, FL 33610
238200196PRATIK V. MURKUTE P.E. NO. 100387
AutoCAD SHX Text B1-9
AutoCAD SHX Text
ZINC CONNECTION DETAILS
AutoCAD SHX Text
BY
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DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
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DESCRIPTION
AutoCAD SHX Text
DATE
NOTE:
1. EMBEDDED GALVANIC ANODES WILL ONLY BE INSTALLED IN BEAM
DIAPHRAGM.
2. FOR LARGE REPAIRS PLACE EMBEDDED GALVANIC ANODES AROUND THE
PERIMETER OF SPALL REPAIR AT 12 IN O.C. ANODE SPACING AND LAYOUT
APPLIES FOR BOTH PARTIAL AND FULL DEPTH REPAIR AREAS.
3. IN PATCHES SMALLER THAN 1 SF PLACE ONE EMBEDDED GALVANIC ANODE
SOUND CONCRETEEMBEDDED
GALVANIC
ANODE (TYP.)
REMOVE ALL
DELAMINATED
CONCRETE
12"
SCALE: N.T.S.1 EMBEDDED GALVANIC ANODE PATCH REPAIRS
FILE PATH: Z:\Shared\VCS\FL\2024\Jobs\F24086FL - Stantec - Stan Gober Memorial Bridge\Drawings\CAD\Stan Gober Drawings_2024 Update.dwg
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STAN GOBER MEMORIAL BRIDGE REHAB
PROJECT NAME:
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. SANTEC PROJECT NO. COUNTY PROJECT ID
66066.2CR 92
Drawn By:
LW
Checked by:
Designed by:
PM
Checked by:
PM
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8413 LAUREL FAIR CIR, SUITE 200B
TAMPA, FL 33610
238200196PRATIK V. MURKUTE P.E. NO. 100387
AutoCAD SHX Text B1-10
AutoCAD SHX Text
GALVANIC ANODE PLACEMENT DETAIL
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
SCALE: N.T.S.1
SECTION VIEW
GALVANIC ANODE INSTALLATION DETAIL
FILE PATH: Z:\Shared\VCS\FL\2024\Jobs\F24086FL - Stantec - Stan Gober Memorial Bridge\Drawings\CAD\Stan Gober Drawings_2024 Update.dwg
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STAN GOBER MEMORIAL BRIDGE REHAB
PROJECT NAME:
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. SANTEC PROJECT NO. COUNTY PROJECT ID
66066.2CR 92
Drawn By:
LW
Checked by:
Designed by:
PM
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8413 LAUREL FAIR CIR, SUITE 200B
TAMPA, FL 33610
238200196PRATIK V. MURKUTE P.E. NO. 100387
AutoCAD SHX Text
EMBEDDED GALVANIC ANODE (SEE SHEET B1-12 FOR INSTALLATION INSTRUCTIONS.)
AutoCAD SHX Text
CLEAN REINFORCING STEEL (REBAR)
AutoCAD SHX Text
EXISTING CONCRETE SUBSTRATE
AutoCAD SHX Text
CONCRETE REPAIR MATERIAL
AutoCAD SHX Text
TOP OF CONCRETE SURFACE
AutoCAD SHX Text
EMBEDDED GALVANIC ANODES GENERAL NOTES
AutoCAD SHX Text B1-11
AutoCAD SHX Text
GALVANIC ANODE SINGLE WIRE CONNECTION GENERAL NOTES
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BY
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DESCRIPTION
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DATE
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BY
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DESCRIPTION
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DATE
AutoCAD SHX Text
REVISIONS
1. REMOVE DAMAGED CONCRETE AND CLEAN REMOVE DAMAGED CONCRETE AND CLEAN DAMAGED CONCRETE AND CLEAN DAMAGED CONCRETE AND CLEAN CONCRETE AND CLEAN CONCRETE AND CLEAN AND CLEAN AND CLEAN CLEAN CLEAN STEEL AS PER TSP T401-70. 2. ENSURE EXPOSED REINFORCING STEEL IS ENSURE EXPOSED REINFORCING STEEL IS EXPOSED REINFORCING STEEL IS EXPOSED REINFORCING STEEL IS REINFORCING STEEL IS REINFORCING STEEL IS STEEL IS STEEL IS IS IS SECURELY FASTENED WITH TIE WIRE TO FASTENED WITH TIE WIRE TO FASTENED WITH TIE WIRE TO WITH TIE WIRE TO WITH TIE WIRE TO TIE WIRE TO TIE WIRE TO WIRE TO WIRE TO TO TO PROVIDE GOOD ELECTRICAL CONTINUITY. 3. ATTACH EMBEDDED GALVANIC ANODES TO ATTACH EMBEDDED GALVANIC ANODES TO EMBEDDED GALVANIC ANODES TO EMBEDDED GALVANIC ANODES TO GALVANIC ANODES TO GALVANIC ANODES TO ANODES TO ANODES TO TO TO CLEAN STEEL AT AN EVEN SPACING WITHIN STEEL AT AN EVEN SPACING WITHIN STEEL AT AN EVEN SPACING WITHIN AT AN EVEN SPACING WITHIN AT AN EVEN SPACING WITHIN AN EVEN SPACING WITHIN AN EVEN SPACING WITHIN EVEN SPACING WITHIN EVEN SPACING WITHIN SPACING WITHIN SPACING WITHIN WITHIN WITHIN THE REPAIR AREA. PLACE THE ANODE AS REPAIR AREA. PLACE THE ANODE AS REPAIR AREA. PLACE THE ANODE AS AREA. PLACE THE ANODE AS AREA. PLACE THE ANODE AS PLACE THE ANODE AS PLACE THE ANODE AS THE ANODE AS THE ANODE AS ANODE AS ANODE AS AS AS CLOSE AS POSSIBLE TO THE INTERFACE AS POSSIBLE TO THE INTERFACE AS POSSIBLE TO THE INTERFACE POSSIBLE TO THE INTERFACE POSSIBLE TO THE INTERFACE TO THE INTERFACE TO THE INTERFACE THE INTERFACE THE INTERFACE INTERFACE INTERFACE BETWEEN THE REPAIR AND THE PARENT THE REPAIR AND THE PARENT THE REPAIR AND THE PARENT REPAIR AND THE PARENT REPAIR AND THE PARENT AND THE PARENT AND THE PARENT THE PARENT THE PARENT PARENT PARENT CONCRETE (WITHIN 4 INCHES) WHILE STILL (WITHIN 4 INCHES) WHILE STILL (WITHIN 4 INCHES) WHILE STILL 4 INCHES) WHILE STILL 4 INCHES) WHILE STILL INCHES) WHILE STILL INCHES) WHILE STILL WHILE STILL WHILE STILL STILL STILL ALLOWING THE REPAIR MATERIAL TO ENCASE THE REPAIR MATERIAL TO ENCASE THE REPAIR MATERIAL TO ENCASE REPAIR MATERIAL TO ENCASE REPAIR MATERIAL TO ENCASE MATERIAL TO ENCASE MATERIAL TO ENCASE TO ENCASE TO ENCASE ENCASE ENCASE THE ANODE. 4. EMBEDDED GALVANIC ANODES ARE TO BE EMBEDDED GALVANIC ANODES ARE TO BE GALVANIC ANODES ARE TO BE GALVANIC ANODES ARE TO BE ANODES ARE TO BE ANODES ARE TO BE ARE TO BE ARE TO BE TO BE TO BE BE BE INSTALLED PER THE DESIGN DRAWINGS AND PER THE DESIGN DRAWINGS AND PER THE DESIGN DRAWINGS AND THE DESIGN DRAWINGS AND THE DESIGN DRAWINGS AND DESIGN DRAWINGS AND DESIGN DRAWINGS AND DRAWINGS AND DRAWINGS AND AND AND SPECIFICATIONS ALONG THE PERIMETER OF THE ALONG THE PERIMETER OF THE ALONG THE PERIMETER OF THE THE PERIMETER OF THE THE PERIMETER OF THE PERIMETER OF THE PERIMETER OF THE OF THE OF THE THE THE REPAIR AREA AFTER ALL UNSOUND CONCRETE AREA AFTER ALL UNSOUND CONCRETE AREA AFTER ALL UNSOUND CONCRETE AFTER ALL UNSOUND CONCRETE AFTER ALL UNSOUND CONCRETE ALL UNSOUND CONCRETE ALL UNSOUND CONCRETE UNSOUND CONCRETE UNSOUND CONCRETE CONCRETE CONCRETE HAS BEEN REMOVED. 5. TEST ELECTRICAL CONTINUITY OF THE TEST ELECTRICAL CONTINUITY OF THE ELECTRICAL CONTINUITY OF THE ELECTRICAL CONTINUITY OF THE CONTINUITY OF THE CONTINUITY OF THE OF THE OF THE THE THE REINFORCING STEEL WITHIN ENTIRETY OF PATCH STEEL WITHIN ENTIRETY OF PATCH STEEL WITHIN ENTIRETY OF PATCH WITHIN ENTIRETY OF PATCH WITHIN ENTIRETY OF PATCH ENTIRETY OF PATCH ENTIRETY OF PATCH OF PATCH OF PATCH PATCH PATCH BEFORE INSTALLATION AND REPAIR AS INSTALLATION AND REPAIR AS INSTALLATION AND REPAIR AS AND REPAIR AS AND REPAIR AS REPAIR AS REPAIR AS AS AS NECESSARY. TEST ELECTRICAL CONTINUITY OF TEST ELECTRICAL CONTINUITY OF TEST ELECTRICAL CONTINUITY OF TEST ELECTRICAL CONTINUITY OF ELECTRICAL CONTINUITY OF ELECTRICAL CONTINUITY OF CONTINUITY OF CONTINUITY OF OF OF ANODE CONNECTION TO REINFORCING STEEL CONNECTION TO REINFORCING STEEL CONNECTION TO REINFORCING STEEL TO REINFORCING STEEL TO REINFORCING STEEL REINFORCING STEEL REINFORCING STEEL STEEL STEEL AFTER INSTALLATION. A DC VOLTAGE INSTALLATION. A DC VOLTAGE INSTALLATION. A DC VOLTAGE A DC VOLTAGE A DC VOLTAGE A DC VOLTAGE DC VOLTAGE DC VOLTAGE VOLTAGE VOLTAGE MEASUREMENT OF 1mV CONFIRMS GOOD OF 1mV CONFIRMS GOOD OF 1mV CONFIRMS GOOD 1mV CONFIRMS GOOD 1mV CONFIRMS GOOD CONFIRMS GOOD CONFIRMS GOOD GOOD GOOD CONTINUITY. 6. POUR BACK REPAIR AREA WITH COMPATIBLE POUR BACK REPAIR AREA WITH COMPATIBLE BACK REPAIR AREA WITH COMPATIBLE BACK REPAIR AREA WITH COMPATIBLE REPAIR AREA WITH COMPATIBLE REPAIR AREA WITH COMPATIBLE AREA WITH COMPATIBLE AREA WITH COMPATIBLE WITH COMPATIBLE WITH COMPATIBLE COMPATIBLE COMPATIBLE REPAIR MATERIAL AS PER PROJECT MATERIAL AS PER PROJECT MATERIAL AS PER PROJECT AS PER PROJECT AS PER PROJECT PER PROJECT PER PROJECT PROJECT PROJECT SPECIFICATIONS.
B1-13
SCALE: N.T.S.1 INSTALLATION STEP #1
FILE PATH: Z:\Shared\VCS\FL\2024\Jobs\F24086FL - Stantec - Stan Gober Memorial Bridge\Drawings\CAD\Stan Gober Drawings_2024 Update.dwg
SCALE: N.T.S.2 INSTALLATION STEP #2
SCALE: N.T.S.3 INSTALLATION STEP #3
SCALE: N.T.S.4 INSTALLATION STEP #4
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STAN GOBER MEMORIAL BRIDGE REHAB
PROJECT NAME:
SHEET TITLE:
BRIDGE NO. 030184
REF. DWG. NO.
SHEET NO.
COLLIER COUNTY
ROAD NO. SANTEC PROJECT NO. COUNTY PROJECT ID
66066.2CR 92
Drawn By:
LW
Checked by:
Designed by:
PM
Checked by:
PM
MM
8413 LAUREL FAIR CIR,…
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