24-8270_-_Exhibit_M_-_Stan_Gober_-_Final_Plans_SS_Rev._1.pdf

INDEX OF STRUCTURE PLANS

SHEET NO. SHEET DESCRIPTION

GENERAL SHEETS

ill 8-1 8-2 ill BQ-1 8-3

KEY SHEET

SIGNATURE SHEET

SUMMARY OF QUANTITIES

GENERAL NOTES

BRIDGE NO. 030184

PLAN & ELEVATION

TURBIDITY BARRIER PLAN FOR CONCRETE WORK

COLLllER COUNTY GROWTH MANAGEMENT DEPARTMENT

TRANSPORTATllON ENGllNEERllNG DllVllSllON

CONTRACT PLANS

COLLIER COUNTY PROJECT NO. 66066.2

ST AN GOBER MEMORIAL BRIDGE REHAB/LIT AT/ON

STRLJCTLJRE PLANS

BRIDGE NO. 030184

TURBIDITY MONITORING PLAN FOR SCOUR PROTECTION WORK

DECK REPAIR DETAILS

SPALL REPAIR DETAILS

TO t

NAPLES

I

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WEST PALM

BEACH

FT LAUDERDALE

MIAMI

81-1 81-2 81-3 81-4 81-5 81-6 81-7 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 81-23

BEAM REPAIR DETAILS(] OF 2)

BEAM REPAIR DETAILS (2 OF 2)

BEAM ARC SPRAY ZINC LOCATION

ZINC CONNECTION DETAILS

GALVANIC ANODE PLACEMENT DETAIL Location of Project

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

SCOUR PROTECTION

TRAFFIC CONTROL PLAN

TC-I

TC-2 - TC-3

TC-4 - TC-5

TEMPORARY TRAFFIC CONTROL PHASING TYPICAL SECTIONS

TRAFFIC CONTROL PLAN (PHASE I)

TRAFFIC CONTROL PLAN (PHASE II)

EXISTING PLANS

BX-I - BX-13

BX-14 - BX-44

GOVERNING DESIGN STANDARDS:

Florida Department of Transportation, FY2022-23 Standard Plans for Road and Bridge Construction.

Standard Plans for Road Construction are available at the following website:

http://www.fdot.gov/design/standard plans

GOVERNING STANDARD SPECIFICATIONS:

Florida Department of Transportation, January 2023 Standard Specifications for Road and Bridge Construction at the following website:

http://www.fdot.gov I programmanagement I Implemented /SpecBooks

T 51 S T 52 S

Marco Beach

Pop. 16,..J.l S

BEGIN BRIDGE

NO. 030184

<i. CONST.

Roberts . Barfield

Bay ,;: Bay

Ddvid Key ::

ST A. 268+84.00

Ramsey

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COLLIER COUNTY BOARD OF COMMISSIONERS:

DISTRICT 1: Rick Locastro DISTRICT 2: Chris Hall DISTRICT 3: Burt L. Saunders DISTRICT 4: Dan Kowal DISTRICT 5: William L. McDaniel, Jr.

chgamache

END BRIDGE

NO. 030184

<i. CONST.

STA. 287+26.00

SUMMARY OF REVISIONS

DATE DATE

7/29/2024 ffi SHEET B-1 AND BQ-1 REVISED.

7/29/2024 1:59:39 PM

CONSTRUCTION PLANS

DECEMBER 2022

STRUCTURE PLANS

ENGINEER OF RECORD:

CHRISTOPHER P. GAMACHE, P.E. NO. 82122

CARDNO

380 PARK PLACE BOULEVARD, SUITE 300

CLEARWATER, FL 33759

(7 27) 531-3505

CONTRACT NO. 16-6700

P.O. NO. 4500187 495

COLLIER COUNTY

PROJECT MANAGER

MARIO A. PUENTE, P.E., C.G.C.

CONSTRUCTION

CONTRACT NO.

FISCAL

YEAR

SHEET

NO.

8-1

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By DescriptionDate By DescriptionDate

STAN GOBER MEMORIAL BRIDGE REHAB

PROJECT NAME:

SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 12/19/2022 3:21:08 PM J:\00026\00026060.00\ms\struct\Final Submittal\B1Signatures.dgn

Drawn By:

MPR

Checked by:

Designed by:

TRH

Checked by:

CPG

CPG

CLEARWATER, FL 33759

380 PARK PLACE BLVD. SUITE 300

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

SIGNATURE SHEET

BRIDGE NO. 100845

STATE OF

No 82122

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

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.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION

E H

C A

M

AG .P REHP

O T

SI

R

H C

CHRISTOPHER P. GAMACHE, P.E. 82122

PHONE NUMBER: (727) 531-3505

CLEARWATER, FL 33759

380 PARK PLACE BOULEVARD, SUITE 300

CARDNO

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

B-2

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

STATE OF

No 81340

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

B

R

IA

N M. PAIL

E S

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

B-2

B1-23

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

BQ-1

B-2

B-1

TRAFFIC CONTROL PLAN (PHASE II)

TRAFFIC CONTROL PLAN (PHASE I)

SECTIONS

TEMPORARY TRAFFIC CONTROL PHASING TYPICAL

SIGNATURE SHEET

SCOUR PROTECTION

BEAM REPAIR DETAILS (2 OF 2)

BEAM REPAIR DETAILS (1 OF 2)

SPALL REPAIR DETAILS

DECK REPAIR DETAILS

PROTECTION WORK

TURBIDITY MONITORING PLAN FOR SCOUR

TURBIDITY BARRIER PLAN FOR CONCRETE WORK

PLAN & ELEVATION

GENERAL NOTES

SUMMARY OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

TC-4 - TC-5

TC-2 - TC-3

TC-1

B-2

BRIAN PAILES, P.E. 81340

PHONE NUMBER: (813) 501-1412

TAMPA, FL 34787

8413 LAUREL FAIR CIRCLE, SUITE 200-B

VECTOR CORROSION SERVICES, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

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)

SECTIONS AND DETAILS

GALVANIC ANODE SINGLE WIRE CONNECTION

INSTALLATION STEPS

GALVANIC ANODE SINGLE WIRE CONNECTION

GENERAL NOTES

GALVANIC ANODE SINGLE WIRE CONNECTION

GALVANIC ANODE PLACEMENT DETAIL

ZINC CONNECTION DETAILS

BEAM ARC SPRAY ZINC LOCATION

SIGNATURE SHEET

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

No 62449

MAY .Y NOSAJ

JASON Y. YAM, P.E. 62449

PHONE NUMBER: (727) 431-1617

CLEARWATER, FL 33759

380 PARK PLACE BOULEVARD, SUITE 300

CARDNO

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

SUMMARY OF STRUCTURE QUANTITIES

FOOT

PAY ITEM DESCRIPTION

ITEM NO.

101 - 1 MOBILIZATION

102-1 MAINTENANCE OF TRAFFIC

104-11 FLOATING TURBIDITY BARRIER

104-30 TURBIDITY MONITORING

110-3-10 LADDERS AND PLATFORMS, REMOVE

110-4-10 REMOVAL OF EXIST CONC

400-4-47 CONCRETE CLASS IV, CAST IN PLACE TOPPING WITH SRA

400-7-1 BRIDGE DECK GROOVING

400-142-2 CATHODIC PROTECTION SYSTEM, ZINC ARC SPRAY

400-142-10 EMBEDDED GALVANIC ANODE

400-142-11 GALVANIC OVERBUILD WITH ANODES FOR FOOTINGS/STRUTS

401-70-5 RESTORE SPALLED AREAS, CONTRACTOR'S OPTION

413-150 PENETRATING CORROSION INHIBITOR

413-154 CLEANING AND SEALING CONCRETE SURFACES - PENETRANT SEALER OR METHACRYLATES

457-2-131 CATHODIC PROTECTION INTEGRAL COLUMN JACKET, NON-STRUCTURAL, GALVANIC SYSTEM

457-2-221 CATHODIC PROTECTION INTEGRAL PILE JACKET, STRUCTURAL, 16.1-30", GALVANIC SYSTEM

458-1-21 BRIDGE DECK EXPANSION JNT, REHAB, POURED JOINT WITH BACKER ROD

470-75-2 TIMBER FENDER SYSTEM REPAIR

530-3-3 RIPRAP-RUBBLE, BANK AND SHORE

530-74 BEDDING STONE

561-1-1 COATING EXISTING STRUCTURAL STEEL, BEARING

630-2-30 CONDUIT ANCHOR REPLACE

630-2-31 CONDUIT REPAIR/REPLACE

ill 706-1-3 RAISED PAVEMENT MARKER, TYPE B ill 711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" ill 711 - 16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" ill 713-103-101 PERMANENT TAPE, WHITE, SOLID, 6" FOR CONCRETE BRIDGES ill 713-103-201 PERMANENT TAPE, YELLOW, SOLID, 6" FOR CONCRETE BRIDGES

REVISIONS

DATE BY DESCR I PT! ON DATE BY DESCRIPTION

ill () �l�.!lt�cffi ADDED PAY ITEMS 7/29/2024 CPG

380 PARK PLACE BLVD. SUITE 300

CLEARWATER, FL 33759

CHRISTOPHER P. GAMACHE P.E. NO. 82122

- BRIDGE NO. 030184

UNIT

QUANTITY DESIGN CONSTRUCTION

NOTES REMARKS

F

LS 1

LS 1

LF 3112

LS 1

EA 2

SY 2137

CY 89.1

SY 2137

SF 4802

EA 6

SF 13584

CF 79

GA 933

SF 81048

LF 108

LF 8

LF 1064

LS 1

TN 5872

TN 1961

EA 4

EA 1

LF 100

EA 44

GM 0.04

GM 0.04

GM 0.44

GM 0.54

PAY ITEM NOTES:

1. ANY EXCAVATION OR DISPOSAL OF EXCAVATED MATERIAL NECESSARY FOR

THE PLACEMENT OF AN ITEM SHALL BE CONSIDERED INCIDENTAL TO THAT ITEM.

2. THE QUANTITIES PROVIDED ARE ESTIMATED. ACTUAL QUANTITIES MAY VARY

AND WILL BE MEASURED IN THE FIELD AND VERIFIED BY THE COUNTY. NO

ADJUSTMENT IN THE CONTRACT BID UNIT PRICE FOR EACH PAY ITEM WILL BE

MADE DUE TO DIFFERENCES BETWEEN THE ESTIMATED AND ACTUAL QUANTITIES.

3. THE FOOT ITEM NUMBER SHALL BE USED TO IDENTIFY THE APPLICABLE

SECTION OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION. SPECIFICATIONS FOR ITEMS WITHOUT AN FOOT ITEM NUMBER

CAN BE FOUND WITHIN THE TECHNICAL SPECIFICATIONS.

ill 4. RESTORE PAVEMENT MARKINGS AND RPMs DISTURBED BY DECK RESTORATION AND

MOT TO MATCH EXISTING.

BRIDGE NO. 030184

Drawn By: SHEET TITLE:

REF. DWG. NO.

MPR COLLIER COUNTY SUMMARY OF QUANTITIES Checked by:

CPG

Designed by: ROAO NO. CARDNO PROJECT NO. COUNTY PROJECT fD

PROJECT NAME:

SHEET NO.

TRH

STAN GOBER MEMORIAL BRIDGE REHAB Checked by: CR 92 00026060.00 66066.2

BQ-1 CPG

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SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 12/13/2022 1:42:44 PM J:\00026\00026060.00\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

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

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 2022 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

T I C

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T

F I C I

C O

T

H I S

S

H E

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I S

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F I L E

S I G

N

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L

D

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-2

.0

F .A

SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 11/18/2022 2:05:53 PM J:\00026\00026060.00\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

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

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

P I

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A

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C L B

E

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B E

B E

LC

P I

LC

P I

LC

P I

LC

P I

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LCLCLC

P I

P I

P I

P I

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P I

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LC

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S T

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.5

S T

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S T

A

.7

S T

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.3

S T

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.9

S T

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.0

S T

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.6

S T

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.2

S T

A

.8

S T

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.4

S T

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.0

S T

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.0

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S T

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S T

A

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S T

A

.0

S T

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.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.

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F .A

SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 11/18/2022 2:12:39 PM J:\00026\00026060.00\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

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

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

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F .A

SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 12/13/2022 2:02:34 PM J:\00026\00026060.00\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

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

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

O

C

H 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

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F .A

SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

christopher.gamache 12/14/2022 9:11:42 AM \\cardno.corp\global\US\FL\CLW01\CLW01Projects\00026\00026060.00\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

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

N

DECK REPAIR DETAILS

270 275

STA. 268+84.00

BEGIN BRIDGE

PLAN

� CONST.

NOTES:

Direction of Stationing

REPAIR TYPE QUANTITYLOCATION

DECK REPAIR SUMMARY

SPAN

1-10

2,137 SY

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 1 CF

LEFT FASCIA AT END BENT 1 2 CF

17 SPALL REPAIR 1 CF

LEFT FASCIA

LEFT OVERHANG AT PIER 17*

SPALL REPAIR 2 CF

1-22

SPALL REPAIR 2 CF

9 AT 2/3 SPAN BETWEEN GIRDERS 6 & 7*

1-22

80,048 SF

PENETRANT 933 GA

16 SPALL REPAIRRIGHT OVERHANG AT PIER 16* 2 CF

18 SPALL REPAIR 2 CFNEAR 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*

89.1 CY

1064 LF

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 1 CF

7 SPALL REPAIR 1 CF

8 SPALL REPAIR 1 CFJOINT HEADER

TOP OF BARRIER

15 SPALL REPAIR 1 CF11 SOUTH FACE OF BARRIER

DECK SURFACE (SEE NOTE 3)

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F .A

SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 12/13/2022 3:28:18 PM J:\00026\00026060.00\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

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

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

N G

T H

M I N

L A

P

S

P L I C

E

L E

N G

T H

M I N

L A

P

S

P L I C

E

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"

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 WITH ABRASIVE.

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.

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

T I C

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F .A

SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 12/13/2022 4:02:42 PM J:\00026\00026060.00\ms\struct\Final Submittal\B1BeamRepair01.dgn

Drawn By:

MPR

Checked by:

Designed by:

TRH

Checked by:

CPG

CPG

CLEARWATER, FL 33759

380 PARK PLACE BLVD. SUITE 300

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

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

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SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 12/13/2022 4:03:50 PM J:\00026\00026060.00\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

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122 B1-6

BEAM REPAIR DETAILS 1 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 BEARING SEAT, SPALL

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)

ASZ

EXISTING BEAM

ZINC CONNECTION PLATE, AS

REQUIRED. SEE SHEET B1-9

FOR DETAILS

7' FROM

EXPANSION

JOINT

SCALE: N.T.S.1 ARC SPRAY ZINC (ASZ) LOCATION

.\VCS Drawings\XREF's\VCS_Logo_Registered_Full_2.png

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

STAINLESS STEEL THREADED

ROD, NUTS, AND WASHERS.

REINFORCING

STEEL

HOLE FILLED

WITH EPOXY

1ST ASZ LAYER

2ND ASZ LAYER

ANCHOR ZINC MESHAPPLY 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

SCALE: N.T.S.2

NON-MONITORED

ANODE AND STRUCTURE CONNECTION

.\VCS Drawings\XREF's\VCS_Logo_Registered_Full_2.png

B1-9

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

SCALE: N.T.S.1

SECTION VIEW

GALVANIC ANODE INSTALLATION DETAIL

B1-13

SCALE: N.T.S.1 INSTALLATION STEP #1

SCALE: N.T.S.2 INSTALLATION STEP #2

SCALE: N.T.S.3 INSTALLATION STEP #3

SCALE: N.T.S.4 INSTALLATION STEP #4

SCALE: N.T.S.1 ALTERNATE INSTALLATION AT REBAR INTERSECTION

SCALE: N.T.S.2 SECTION AT ANODE

EXISTING PILES

BOTTOM OF

EXISTING FOOTING

B1 -1

B1 -1

ZINC ANODE

PUMPING PORT

(AS REQUIRED)

STAY-IN-PLACE FORM

FILLED WITH GROUT

PVC TERMINAL BOX A

SEE DETAIL 1 ON B1-19

ZINC ANODE (STOP 2" FROM

TOP OF JACKET)

PVC TERMINAL BOX B

SEE DETAIL 2 ON B1-19EXISTING COLUMN B

PUMPING PORT

(AS REQUIRED)

INSPECTION PORT (AS

REQUIRED) (SEE DETAIL 4

ON B1-15)

INSPECTION PORT (AS

REQUIRED) (SEE DETAIL 4

ON B1-15)

INSPECTION PORT

(AS REQUIRED)

(SEE DETAIL 4 ON

B1-15)

INSPECTION PORT (AS REQUIRED)

(SEE DETAIL 4 ON B1-15)

EXISTING COLUMN A

5'

SCALE: N.T.S.1

SIDE ELEVATION VIEW

COLUMN, FOOTING AND STRUT JACKET OVERBUILD

PUMPING PORT

(AS REQUIRED)

STAY-IN-PLACE FORM

FILLED WITH GROUT

EXISTING COLUMN

BOTTOM OF

EXISTING FOOTING

ZINC ANODE (STOP 2" FROM

TOP OF JACKET)

ZINC ANODE

PVC TERMINAL BOX

INSPECTION PORT (AS REQUIRED)

(SEE DETAIL 4 ON B1-15)

INSPECTION PORT (AS

REQUIRED) (SEE DETAIL 4

ON B1-15)

INSPECTION PORT

(AS REQUIRED)

(SEE DETAIL 4 ON

B1-15)

5'

EXISTING FOOTING

STAY IN PLACE FORM

FILLED WITH GROUT

ZINC ANODE

EXISTING REBAR

GROUT

3"

NEGATIVE CONNECTION

SEE SHEET B1-20

EXISTING STRUT

STAY IN PLACE FORM

FILLED WITH GROUT

ZINC ANODE

GROUT

EXISTING REBAR

3"

3"

NEGATIVE CONNECTION

SEE SHEET B1-20

INSPECTION PORT

1.75"

SCALE: N.T.S.1

ELEVATION VIEW

COLUMN AND FOOTING JACKET OVERBUILD

SCALE: N.T.S.2

SECTION VIEW

FOOTING JACKET OVERBUILD

SCALE: N.T.S.3

SECTION VIEW

STRUT JACKET OVERBUILD

.\VCS Drawings\XREF's\VCS_Logo_Registered_Full_2.png

SCALE: N.T.S.4

SECTION VIEW

INSPECTION PORT DETAILS

ZINC ANODE

STAY-IN-PLACE

FORM FILLED

WITH GROUT

PVC TERMINAL BOX B SEE

DETAIL 4 ON B1-19

ZINC ANODE (STOP 2" FROM

TOP OF JACKET)

PVC TERMINAL

BOX A SEE DEATIL

3 ON B1-19

EXISTING

COLUMN A

EXISTING

COLUMN B

FOOTING LEVEL 1

PUMPING PORT

(AS REQUIRED)

B1 -1

INSPECTION PORT (AS REQUIRED)

(SEE DETAIL 4 ON B1-15)

INSPECTION PORT (AS

REQUIRED) (SEE

DETAIL 4 ON B1-15)

INSPECTION PORT (AS

REQUIRED) (SEE DETAIL 4

ON B1-15)

INSPECTION PORT (AS REQUIRED)

(SEE DETAIL 4 ON B1-15)

PUMPING PORT (AS REQUIRED)

BOTTOM OF

EXISTING FOOTONG

FOOTING LEVEL 2

FOOTING LEVEL 3

2'

SCALE: N.T.S.1

SIDE ELEVATION VIEW

COLUMN AND FOOTING JACKET OVERBUILD PIER 10 AND 11

ZINC ANODE

EXISTING COLUMN

FOOTING LEVEL 1

PVC TERMINAL

BOX

STAY-IN-PLACE FORM

FILLED WITH GROUT

ZINC ANODE (STOP 2" FROM

TOP OF JACKET)

INSPECTION PORT (AS

REQUIRED) (SEE DETAIL 4

ON B1-15)

INSPECTION PORT

(AS REQUIRED) (SEE

DETAIL 4 ON B1-15)

INSPECTION PORT (AS

REQUIRED) (SEE

DETAIL 4 ON B1-15)

BOTTOM OF

EXISTING FOOTONG

FOOTING LEVEL 2

FOOTING LEVEL 3

PUMPING PORT

(AS REQUIRED)

INSPECTION PORT (AS

REQUIRED) (SEE

DETAIL 4 ON B1-15)

2' 3"

ZINC ANODE

EXISTING REBAR

EXISTING

FOOTING

LEVEL 1

STAY IN PLACE

FORM FILLED WITH

GROUT

GROUT

EXISTING

FOOTING

LEVEL 2

EXISTING

FOOTING

LEVEL 3

NEGATIVE CONNECTION

SEE SHEET B1-20

SCALE: N.T.S.1

ELEVATION VIEW

COLUMN AND FOOTING JACKET OVERBUILD PIER 10 AND 11

SCALE: N.T.S.2

SECTION VIEW

FOOTING JACKET OVERBUILD PIER 10 AND 11

PUMPING PORT

(AS REQUIRED)

STAY-IN-PLACE FORM

FILLED WITH GROUT

ZINC ANODE (STOP 2" FROM

TOP OF JACKET)

BOTTOM FACE OF PILE CAP

BULK ZINC ANODE SEE

DETAIL 3 ON SHEET B1-20

EXISTING PILE

B1-18

8'

EXISTING COLUMN

ZINC ANODE

CONCRETE

STAY IN PLACE FORM

FILLED WITH GROUT

EXISTING REBAR

NEW REBAR

5"

NEGATIVE CONNECTION SEE

SHEET B1-20 FOR

CONNECTION DETAILS

STEEL CHANNEL BOLTED TO

ANODE STRAP ON BOTH ENDS

(SEE DETAIL 4: BULK ANODE

ASSEMBLY, SHEET B1-20) 48 LB. BULK ZINC ANODE

#8 AWG HMWPE (RED INSULATION)

COPPER STRAND WIRE BRAZED TO STEEL

BAR. ROUTE INTO CORNER OF JACKET.

8" ROUND STEEL BAR WELDED

AT BOTH ENDS

1-1

4" DIAM. PVC FILLED WITH

EPOXY TO ENCASE

WIRE-BAR CONNECTION

1'-0" MIN. SPACING BETWEEN STRAPPINGS

FIBERGLASS FORM

BULK ZINC ANODE WIRE

WATERTIGHT SEAL (TYPE K

EPOXY)

2"

BOTTOM OF PILE JACKET

4" DIA. PVC PIPE

"X"

1.

TI

M

ES

"X

48 LB. BULK ZINC ANODE2" GALVANIZED STEEL

CHANNEL

8" DIA. GALAVANIZED

CARRAIGE BOLTS

SCALE: N.T.S.1

ELEVATION VIEW

PILE STRUCTURAL JACKET

SCALE: N.T.S.2

SECTION VIEW

PILE STRUCTURAL JACKET

.\VCS Drawings\XREF's\VCS_Logo_Registered_Full_2.png

SCALE: N.T.S.3 BULK ANODE DETAILS

SCALE: N.T.S.4 BULK ANODE ASSEMBLY

6 STRUCTURE CONNECTIONS (2

FROM COLUMN, 2 FROM FOOTING,

2 FROM STRUT)

PVC CONDUIT WITH CONNECTOR

AND BUSHING. INSTALL CONDUIT

WITH NO (OR MINIMAL) SPACE

BETWEEN THE CONDUIT AND THE

CONCRETE SURFACE.

EXISTING COLUMN

3 TEST CONNECTIONS (1 FROM

COLUMN, 1 FROM FOOTING, 1

FROM STRUT)

3 REFERENCE ELECTRODES (1

FROM COLUMN, 1 FROM FOOTING,

1 FROM STRUT)

6 ANODE CONNECTIONS

(2 FROM COLUMN, 2 FROM

FOOTING, 2 FROM STRUT)

MONITORING BOX A

(SEE B1-20 DETAIL 4)

4 STRUCTURE CONNECTIONS (2

FROM COLUMN, 2 FROM FOOTING)

PVC CONDUIT WITH CONNECTOR

AND BUSHING. INSTALL CONDUIT

WITH NO (OR MINIMAL) SPACE

BETWEEN THE CONDUIT AND

THE CONCRETE SURFACE.

EXISTING COLUMN

2 TEST CONNECTIONS (1 FROM

COLUMN, 1 FROM FOOTING)

2 REFERENCE ELECTRODES (1

FROM COLUMN, 1 FROM FOOTING)

4 ANODE CONNECTIONS

(2 FROM COLUMN, 2

FROM FOOTING)

MONITORING BOX B

(SEE B1-20 DETAIL 3)

4 STRUCTURE CONNECTIONS (2

FROM COLUMN, 2 FROM FOOTING

LEVEL 1)

PVC CONDUIT WITH CONNECTOR

AND BUSHING. INSTALL CONDUIT

WITH NO (OR MINIMAL) SPACE

BETWEEN THE CONDUIT AND

THE CONCRETE SURFACE.

EXISTING COLUMN

2 TEST CONNECTIONS (1

FROM COLUMN, 1 FROM

FOOTING LEVEL 1)

2 REFERENCE ELECTRODES (1

FROM COLUMN, 1 FROM FOOTING

LEVEL 1)

4 ANODE

CONNECTIONS (2

FROM COLUMN, 2

FROM FOOTING

LEVEL 1)

MONITORING BOX B

(SEE B1-20 DETAIL 3)

2 STRUCTURE CONNECTIONS

FROM COLUMN

PVC CONDUIT WITH CONNECTOR

AND BUSHING. INSTALL CONDUIT

WITH NO (OR MINIMAL) SPACE

BETWEEN THE CONDUIT AND

THE CONCRETE SURFACE.

EXISTING

COLUMN B

1 TEST CONNECTIONS FROM

COLUMN

1 REFERENCE ELECTRODES 1

FROM COLUMN

2 ANODE CONNECTIONS

FROM COLUMN

MONITORING BOX B (SEE

B1-20 DETAIL 1)

SCALE: N.T.S.1 WIRING DETAIL - COLUMN A

SCALE: N.T.S.2 WIRING DETAIL - COLUMN B

SCALE: N.T.S.3 WIRING DETAIL - COLUMN A PIER 10 AND 11 SCALE: N.T.S.4 WIRING DETAIL - COLUMN B PIER 10 AND 11

CHIP POCKET IN CONCRETE TO

EXPOSE REINFORCING STEEL

ANODE CONNECTION CLAMPED IN

PLACE BY NUT.

HEAD OF BOLT WELDED

TO THE REINFORCING STEEL

EXISTING STEEL

REINFORCEMENT

CONNECTION COVERED 100% IN

MARINE GRADE 2 PART EPOXY

GROUT FILL

CHIP POCKET IN CONCRETE TO

EXPOSE REINFORCING STEEL

ANODE CONNECTION

THREADED BRASS PIN

C/W NUT AND WASHERS

PIN BRAZE

CONNECTION

EXISTING STEEL

REINFORCEMENT

CONNECTION COVERED 100% IN

MARINE GRADE 2 PART EPOXY

CRIMP AND SOLDER

CABLE LUG

GROUT FILL

4-20 STAINLESS STEEL

MACHINE SCREW

ANODE CONNECTION

SEALED CRIMP

CONNECTION W/ RING

DRILLED AND TAPPED

CONNECTION TO REBAR

STAINLESS STEEL NUT

CONNECTION COVERED 100% IN

MARINE GRADE 2 PART EPOXY

GROUT FILL

X AWG 14" STUD NON-INSULATED

BRAZED SEAM RING TERMINAL

(CRIMPED AND SOLDERED)

2" X 3" THIN WALL.

HEAT SHRINK (SHRINK RATIO 2:1)

X AWG SIZE WIRE

WIRE RING TERMINALS FOR CONNECTIONS

THE TYPE OF CRIMPING MECHANISM SHALL BE OF THE RATCHET

TYPE, WHICH PREVENTS THE TOOL FROM OPENING UNTIL THE CRIMP

ACTION IS COMPLETED. SUCH TOOLS SHALL BE A PRODUCT OF THE

CONNECTOR MANUFACTURER AND PROPERLY CALIBRATED.

NOTE: TERMINAL CONNECTION SHOULD BE SIZED APPROPRIATELY

FOR THE SIZE OF WIRE

SCALE: N.T.S.1 STEEL CONNECTION - OPTION 1

SCALE: N.T.S.2 STEEL CONNECTION - OPTION 2

SCALE: N.T.S.3 STEEL CONNECTION - OPTION 3

SCALE: N.T.S.4 RING TERMINAL CONNECTION DETAILS

S H U N T

S T R U C T U R E

J U N C T I O N B O X ID

O N O F F

A N O D E ( P O S I T I V E ) ( N E G A T I V E )

R E F E R E N C E ( AgAg Cl )

T E S T ( S T R U C T U R E )

COLUMN

FOOTING

COLUMN

FOOTING

REFERENCE

ELECTRODE WIRE

TEST WIRE FOR

REFERENCE

ELECTRODE

ANODE WIRE

FROM BUSS

BAR

STRUCTURE WIRE

FROM BUSS BAR

S H U N T

S T R U C T U R E

J U N C T I O N B O X ID

O N O F F

A N O D E ( P O S I T I V E ) ( N E G A T I V E )

R E F E R E N C E ( AgAg Cl )

T E S T ( S T R U C T U R E )

COLUMN

FOOTING

COLUMN

FOOTING

REFERENCE

ELECTRODE WIRE

TEST WIRE FOR

REFERENCE

ELECTRODE

ANODE WIRE

FROM BUSS BAR

STRUCTURE WIRE

FROM BUSS BAR

STRUT STRUT

IMPRINT WITH

PROPER

REFERENCE TYPE

IMPRINT WITH

PROPER

REFERENCE TYPE

S H U N T

S T R U C T U R E

J U N C T I O N B O X ID

O N O F F

A N O D E ( P O S I T I V E ) ( N E G A T I V E )

R E F E R E N C E ( AgAg Cl )

T E S T ( S T R U C T U R E )

COLUMN

FOOTING LEVEL 1

COLUMN

FOOTING LEVEL 1

REFERENCE

ELECTRODE WIRE

TEST WIRE FOR

REFERENCE

ELECTRODE

ANODE WIRE

FROM BUSS BAR

STRUCTURE WIRE

FROM BUSS BAR

IMPRINT WITH PROPER

REFERENCE TYPE

S H U N T

S T R U C T U R E

J U N C T I O N B O X ID

O N O F F

A N O D E ( P O S I T I V E ) ( N E G A T I V E )

R E F E R E N C E ( AgAg Cl )

T E S T ( S T R U C T U R E )

COLUMN COLUMN

ANODE WIRE

FROM BUSS BAR

STRUCTURE WIRE

FROM BUSS BAR

IMPRINT WITH PROPER

REFERENCE TYPE

S H U N T

S T R U C T U R E

J U N C T I O N B O X ID

O N O F F

A N O D E ( P O S I T I V E ) ( N E G A T I V E )

R E F E R E N C E ( AgAg Cl )

T E S T ( S T R U C T U R E )

COLUMN

FOOTING

COLUMN

FOOTING

REFERENCE

ELECTRODE WIRE

TEST WIRE

FOR

REFERENCE

ELECTRODE

ANODE WIRE

FROM BUSS BAR

STRUCTURE

WIRE FROM

BUSS BAR

PILE PILE

IMPRINT WITH

PROPER

REFERENCE

TYPE

NOTE: IF PILE REPAIRS

ARE REQUIRED THE

WIRES NEED TO BE

ADDED TO THESE

PANELS. SEE DETAIL 5

ON B1-21

TEST WIRE FOR

REFERENCE

ELECTRODE

REFERENCE

ELECTRODE WIRE

SCALE: N.T.S.1

MONITORING PANEL

FOR MONITORING BOX B PIER 10 AND 11

SCALE: N.T.S.2

MONITORING PANEL

FOR MONITORING BOX A PIER 10 AND 11

SCALE: N.T.S.3

MONITORING PANEL

FOR MONITORING BOX B

SCALE: N.T.S.4

MONITORING PANEL

FOR MONITORING BOX A

SCALE: N.T.S.5

MONITORING PANEL

FOR MONITORING BOX WITH PILE REPAIRS

ROUTE REFERENCE

ELECTRODE WIRES TO

"REFERENCE ELECTRODE"

TERMINAL ON PANEL

10.25"

8" 10-32 X 11

2" STANDOFFS

MOUNT PANEL ON

UNIVERSAL BACK

PANEL ADJUSTOR.

BUSS BAR

ROUTE TEST WIRES

TO "TEST" ON PANEL

ROUTE AND CONNECT

ALL ANODE WIRES TO

BUS BAR TERMINALS

SHUNT

ROUTE AND CONNECT ALL

STRUCTURE WIRES TO

BUSS BAR TERMINALS

BLACK STRUCTURE WIRES

BLUE REFERENCE

ELECTRODE WIRES

GREEN TEST WIRES

ANODE SHORT WIRE TO PANEL

ANODE WIRES

MANUFACTURER:

ADALET

MODEL NO.:

N4XP-H121006HFLL

WITH UNIVERSAL BACK

PANEL ADJUSTORS

MODEL NO.: VUPAKG OR

APPROVED EQUIVALENT

BUSS BAR

STRUCTURE

SHORT WIRE

TO PANEL

ANODE WIRE ROUTED

FROM BUSS BAR TO PANEL

STRUCTURE WIRE

ROUTED FROM BUSS

BAR TO PANEL

SCALE: N.T.S.1 TYPICAL INSIDE VIEW OF JUNCTION BOX

SCALE: N.T.S.2 TYPICAL SECTION VIEW OF JUNCTION BOX

SCALE: N.T.S.3 TYPICAL 12"x10"x6" JUNCTION BOX INTERIOR

T I C

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T

F I C I

C O

T

H I S

S

H E

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I S

T

H E

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C T

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F I L E

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F .A

SHEET TITLE:

BRIDGE NO. 030184

REF. DWG. NO.

SHEET NO.

COLLIER COUNTY

ROAD NO. CARDNO PROJECT NO. COUNTY PROJECT ID

66066.2 CR 92

REVISIONS

michael.regan 11/18/2022 2:20:53 PM J:\00026\00026060.00\ms\struct\Final Submittal\B1ScourDetail02.dgn

Drawn By:

MPR

Checked by:

Designed by:

TRH

Checked by:

CPG

CPG

CLEARWATER, FL 33759

380 PARK PLACE BLVD. SUITE 300

00026060.00 CHRISTOPHER P. GAMACHE P.E. NO. 82122

-20

-40

NAVD88

-20

-40

MSL ELEV. -0.62

MLW ELEV. -1.89

MHW ELEV. 0.67

-20

-40

NAVD88

-20

-40

STA 279+49.25

PIER NO. 13�

STA 280+44.83

PIER NO. 14�

STA 281+40.42

PIER NO. 15�

STA 282+36.00

PIER NO. 16�

PIER �

(TYP.)

24'-0" (TYP.)

24'-0"

BEDDING STONE (TYP.)

FILL SCOUR HOLES WITH

BANK AND SHORE (TYP.)

INSTALL RUBBLE RIPRAP,

:1

T Y P

BEDDING STONE (TYP.)

FILL SCOUR HOLES WITH

FILTER FABRIC

4'-0" (TYP.)

ELEV. -13.00

SECTION B-B SECTION C-C

EXISTING GROUND

GROUND

EXISTING

EXISTING GROUND

(TYP.)

6'-0"

(TYP.)

18'-0"

MSL ELEV. -0.62

MLW ELEV. -1.89

MHW ELEV. 0.67

RIPRAP AND FILL DETAIL

NOTES:

WITH FDOT STANDARD SPECIFICAITONS SECTION 514.

FILTER FABRIC SPLICE LENGTH SHALL BE IN ACCORDANCE2.

WITH FDOT STANDARD SPECIFICATIONS SECTION 985.

FILTER FABRIC SHALL BE TYPE D-2, IN ACCORDANCE 1.

FOUNDATION PLAN

ELEV. -9.00ELEV. -9.00

ELEV. -13.00

ELEV. -9.00

WITH GALVANIC ANODES (TYP.)

PIER FOOTING OVERBUILD

-2

-1

-2

N 81° 42' 23" E

ANODES AT PILE #15

JACKET WITH GALVANIC

8'-0" STRUCTURAL PILE

(TYP.)

30'-0"

(T Y P

STA 279+49.25

PIER NO. 13�

STA 280+44.83

PIER NO. 14�

STA 281+40.42

PIER NO. 15�

STA 282+36.00

PIER NO. 16�

STA 278+53.67

PIER NO. 12�

WITH GALVANIC ANODES (TYP.)

PIER FOOTING OVERBUILD

C

B

C

� CONST.

PIER FOOTING (TYP.)

Direction of Stationing

AND SHORE (TYP.)

RIPRAP, BANK

INSTALL RUBBLE

STA 278+53.67

PIER NO. 12�

ELEV. -5.00

R

B

WATER IMPACT AREA

0.104 ACRE SURFACE

WATER IMPACT AREA

0.104 ACRE SURFACE

WATER IMPACT AREA

0.104 ACRE SURFACE

WATER IMPACT AREA

0.104 ACRE SURFACE

WATER IMPACT AREA

0.104 ACRE SURFACE

B1-23

SCOUR PROTECTION

PILES (TYP.)

CONCRETE

OLD REVETMENT FOOTPRINT (TYP.)

AND SHORE, SHALL NOT EXCEED

INSTALL RUBBLE RIPRAP, BANK

CONCRETE BLOCK (TYP.)

EXISTING ARTICULATING

(PIER NO. 13 SHOWN, PIER NOS. 12, 14 THRU 16 SIMILAR)

BRIDGE NO. 030184

michael.regan 12/19/2022 11:47:02 AM J:\00026\00026060.00\ms\roadway\TCTYRD01.DGN

Default

NO.

SHEET

SHEET TITLE:

PROJECT NAME:

STAN GOBER MEMORIAL BRIDGE REHAB

COLLIER COUNTY

CARDNO PROJECT NO.ROAD NO.

CR 92

66066.2

COUNTY PROJECT ID

00026060.00

Drawn By:

Checked by:

Designed by:

Checked by:

By DescriptionDate By DescriptionDate

REVISIONS

CLEARWATER, FL 33759

380 PARK PLACE BLVD. SUITE 300

KA

JH

JY

JH

T

F I

C I

C O

I

S

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

A L

D

L E

G

A

C

JASON Y. YAM P.E. NO. 62449

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

CONSTRUCTION JOINT

12'-0"

WORK ZONE

NO TRAFFIC

6'-0"

TC-1

TYPICAL SECTIONS

TEMPORARY TRAFFIC CONTROL PHASING

5'-0"

23'23'

THE BRIDGE PLANS.

6. REPAIR THE SOUTH SIDE OF THE BRIDGE IN ACCORDANCE WITH

ONE-LANE, TWO-WAY TRAFFIC CONFIGURATION.

5. SHIFT TRAFFIC ONTO THE NORTH SIDE OF THE BRIDGE IN A

AND ENTRANCES IN ACCORDANCE WITH INDEX 102-606 AND THESE PLANS.

4. REINSTALL SIGNING AND TRAFFIC CONTROL DEVICES ON SAN MARCO ROAD

PHASE II

THE BRIDGE PLANS.

3. REPAIR THE SOUTH SIDE OF THE BRIDGE IN ACCORDANCE WITH

ONE-LANE, TWO-WAY TRAFFIC CONFIGURATION.

SHIFT TRAFFIC ONTO THE NORTH SIDE OF THE BRIDGE IN A 2.

AND ENTRANCES IN ACCORDANCE WITH INDEX 102-606 AND THESE PLANS.

1. INSTALL SIGNING AND TRAFFIC CONTROL DEVICES ON SAN MARCO ROAD

PHASE I

PHASE I & II OPERATIONS ARE TO REPAIR THE SOUTH SIDE OF THE BRIDGE DECK.

SPECIAL SOP

PHASE 2PHASE 1

¡ CONST.

STA. 273+55.17 TO STA. 277+58.08

PHASE II

STA. 268+84.00 TO STA. 273+55.17

PHASE I

SAN MARCO RD ONE-LANE TWO-WAY TRAFFIC

USE DURING LANE CLOSURE

PCMS

BEGINS

CONST XX/XX/XX

USE 14 DAYS PRIOR TO CONSTRUCTION:

PCMS

TO STOP

PREPARE

AHEAD

SIGNAL

TEMP 6" WHITE STRIPETEMP 6" WHITE STRIPE

5. THE CONTRACTOR SHALL INSTALL PCMS AT EACH END OF THE PROJECT THROUGHOUT THE DURATION…