25-8622_-_Exhibit_M_-_Final_Plans_20250723.pdf

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NO.

SHEET

YEAR

FISCAL

PERMIT PLANS

N

ENGINEER OF RECORD:

STRUCTURES PLANS

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2025-26 Standard Specifications

GOVERNING STANDARD PLANS:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2025-26 Standard Plans for Road and

SHEET DESCRIPTIONSHEET NO.

INDEX OF STRUCTURES PLANS

CONTRACT PLANS COMPONENTS

BRIDGE NO. 034122 TED CURCIE ROAD OVER DRAINAGE CANAL

PROJECT LOCATION

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

https://goo.gl/maps/cEUVTcNYAaWp6yQ37

25 B-1

COLLIER COUNTY BOARD OF COMMISIONER:

WILLIAM L. MCDANIEL, JR.DISTRICT 5:

DAN KOWALDISTRICT 4:

BURT L. SAUNDERSDISTRICT 3:

CHRIS HALLDISTRICT 2:

RICK J. LOCASTRODISTRICT 1:

COLLIER COUNTY PROJECT MANAGER:

SENIOR PROJECT MANAGER

ROBERT WHITE, P.E., PMP

COLLIER COUNTY PROJECT NO.: 66066.2

STRUCTURE PLANS

BEGIN BRIDGE No.034122

BEGIN PROJECT

TO NAPLES

END BRIDGE No.034122

END PROJECT

TO MIAMI

VENDOR NO.: VF-112-167-170

CONTRACT NO. : 18-7432ST

PHONE: (561) 686-7707

WEST PALM BEACH, FLORIDA 33411

2056 VISTA PARKWAY, SUITE 100

STANTEC CONSULTING SERVICES, INC.

P.E. NO.: 65204

MOHIT SONI, P.E.

B1-10

B1-9

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-4

B-3

B-2

B-1

TEMPORARY TRAFFIC CONTROL PLAN

SCOUR PROTECTION DETAILS

SPALL REPAIR DETAILS

PILE JACKET DETAILS (3 OF 3)

PILE JACKET DETAILS (2 OF 3)

PILE JACKET DETAILS (1 OF 3)

FOUNDATION LAYOUT

TYPICAL SECTION THROUGH THE BRIDGE

BRIDGE HYDRAULIC RECOMMENDATIONS

PLAN AND ELEVATION

GENERAL NOTES

SUMMARY OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

STATE OF

No 65204

R E

E

NI

GNE LANOIS

SE

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ESNECIL

ADIROL

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INOS TIHOM

STATE OF

No 71585

R E

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NI

GNE LANOIS

SE

F O

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ESNECIL

ADIROL

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ADNUMED DDOT

STATE OF

No 56859

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ESNECIL

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MKCORB .E SI

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

MOHIT SONI, P.E. NO. 65204

WEST PALM BEACH, FL 33411

2056 VISTA PARKWAY, SUITE 100

STANTEC CONSULTING 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

TODD DEMUNDA, P.E. NO. 71585

ROCKLEDGE, FL 32955

5445 VILLAGE DRIVE, SUITE 105

STANTEC CONSULTING 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

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

CHRIS E. BROCKMEIER, P.E. NO. 56859

NAPLES, FL 34105

3510 KRAFT ROAD, SUITE 200

STANTEC CONSULTING 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

SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION

B-2

SIGNATURE SHEET

B1-2

B-2

BRIDGE HYDRAULIC RECOMMENDATIONS

SIGNATURE SHEET

SHEET NO. SHEET DESCRIPTION

TEMPORARY TRAFFIC CONTROL PLAN

SIGNATURE SHEET

B1-10

B-2

TEMPORARY TRAFFIC CONTROL PLAN

SCOUR PROTECTION DETAILS

SPALL REPAIR DETAILS

PILE JACKET DETAILS (3 OF 3)

PILE JACKET DETAILS (2 OF 3)

PILE JACKET DETAILS (1 OF 3)

FOUNDATION LAYOUT

TYPICAL SECTION THROUGH THE BRIDGE

PLAN AND ELEVATION

GENERAL NOTES

SUMMARY OF QUANTITIES

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

B1-10

B1-9

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-1

B-4

BQ1-1

B-3

B-2

B-1

MG 05/2021

AV 05/2021

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

WEST PALM BEACH, FLORIDA 33411

2056 VISTA PARKWAY, SUITE 100

COLIIER

TRANSPORTATION ENGINEERING DIVISION

COLLIER COUNTY

CR 92 TED CURCIE ROAD BRIDGE OVER DRAINAGE CANAL

SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES

LOCATION

SIDE

ID

AREA

BARRIER

TURBIDITY

FLOATING

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA.

0104 11

LF

P F

100.0 WEST SIDE OF BRIDGE

100.0 EAST SIDE OF BRIDGE

SUB-TOTAL: 200.0

TOTAL: 200

SUMMARY OF LUMP SUM ITEMS

NO.

PAY ITEM

PAY ITEM DESCRIPTION UNIT

QUANTITY

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F

0101 1 MOBILIZATION LS 1

0102 1 MAINTENANCE OF TRAFFIC LS 1 14 DAYS PRIOR TO START

CONSTRUCTION THROUGH COMPLETION

0709 11101 TRAFFIC STRIPE-TWO REACTIVE COMPONENTS, LS 1 300 LF

STANDARD, WHITE, SOLID, 6"

0709 11201 TRAFFIC STRIPE-TWO REACTIVE COMPONENTS, LS 1 300 LF

STANDARD, YELLOW, SOLID, 6"

SUMMARY OF STRUCTURE QUANTITIES - BRIDGE 34122

SECTION

NO.

PAY ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

0121 70 FLOWABLE FILL SHEET PILE WALLS CY 13.5 13.5

0401 70 2 RESTORE SPALLED AREAS, LATEX MODIFIED MORTAR-STYRENE BUTADINE BENT CAPS CF 2.2 3.2

DECK COPING CF 1.0

0413 151 METHACRYLATE MONOMER BRIDGE DECK GA 15.0 15.0

0413 154 CLEANING & SEALING CONCRETE SURFACES-PENETRANT SEALER OR METHACRYLATE BRIDGE DECK SF 1,441 1,441

0455 81 106 CATHODIC PROTECTION, F&I, PIER, OTHER MATERIAL ASSEMBLY BENT 5 EA 56 56

0455 133 3 STEEL SHEET PILING, F&I PERMANENT BEGIN/END BRIDGE SF 2,000 2,000

0457 2 211 CATHODIC PROTECTION INTEGRAL PILE JACKET, STRUCTURAL, UP TO 16", GALVANIC SYSTEM BENTS 1 THRU 4 LF 112 112

0458 1 28 BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED JOINT WITHOUT BACKER ROD BEGIN/END BRIDGE LF 48 48

0530 3 4 RIPRAP-RUBBLE. F&I, DITCH LINNING BEGIN/END BRIDGE TN 209 209

0530 74 BEDDING STONE BEGIN/END BRIDGE TN 140 140

MG 05/2021

AV 05/2021

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

PAY ITEM NOTES:

SUMMARY OF QUANTITIES

B-3

UNIT PRICE OF PAY ITEM 455-133-3.

IS ENCOUNTER. PAYMENT FOR PRE-DRILLING SHALL BE INCLUDED IN THE

PRE-DRILLING TO INSTALL SHEET PILE MAY BE REQUIRED IF CAPROCK

UNIT PRICE OF PAY ITEM 455-133-3.

THE INSTALLATION OF STEEL SHEET PILE SHALL BE INCLUDED IN THE

FOR VEGETATION CLEANING AND/OR TRIMMING REQUIRED TO COMPLETE

5. ITEM NO. 455-133-3: STEEL SHEET PILING, F&I PERMANENT: PAYMENT

BE INCLUDED IN THE UNIT PRICE OF PAY ITEM 530-074.

COMPLETE THE INSTALLATION OF BEDDING STONE/FILTER FABRIC SHALL

PAYMENT FOR VEGETATION CLEANING AND/OR TRIMMING REQUIRED TO

UNIT PRICE FOR THIS PAY ITEM.

INSTALL BEDDING STONE/FILTER FABRIC SHALL BE INCLUDED IN THE

EXCAVATION, REMOVAL AND DISPOSAL OF EXISTING MATERIAL TO

4. ITEM NO. 530-074, BEDDING STONE:

UNIT PRICE FOR THIS PAY ITEM.

INSTALL THE PROPOSED SCOUR PROTECTION SHALL BE INCLUDED IN THE

FOR ANY REMOVAL OF EXISTING SAND-CEMENT RIPRAP REQUIRED TO

3. ITEM NO. 530-3-4, RIPRAP RUBBLE, F&I, DITCH LINNING: PAYMENT

ANODES ARE INCLUDED IN THIS PAY ITEM.

COST OF THE INTEGRAL CATHODIC PROTECTION PILE JACKET. THE BULK

CONTINUITY, CONDUIT, TERMINAL BOXES, ETC., IS INCIDENTAL TO THE

INSTALLATION SUCH AS POSITIVE AND NEGATIVE CONNECTIONS,

SERVICES, STEEL FOR NEW REBAR CAGE, ELECTRICAL WORK FOR JACKET

INCLUDED IN THE UNIT PRICE FOR THIS PAY ITEM. CP SPECIALIST'S

CATHODIC PROTECTION INTEGRAL PILE JACKET INSTALLATION SHALL BE

JACKET. PAYMENT FOR ANY REQUIRED EXCAVATION RELATED WITH THE

EXCAVATION MAY BE NEEDED AROUND THE PILE TO INSTALL PILE

2. ITEM NO. 457-2-211, CATHODIC PROTECTION INTEGRAL PILE JACKET:

SPILL ARE INCLUDED IN THIS PAY ITEM.

ABSORBENT MATERIALS EMPLOYED IN THE EVENT OF AN ACCIDENTAL

1. ITEM NO. 101-1: EROSION CONTROL DEVICES AND SKIMMERS OR

TED CURCIE ROAD BRIDGE OVER DRAINAGE CANAL

AV 05/2021

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

CALL 48 HOURS BEFORE YOU DIG

1-800-432 4770

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

IT'S THE LAW !

UTILITIES NOTIFICATION CENTER

1-800-432-4770

Call 48 hours before you dig

One Call of Florida, Inc.

Sunshine State

GENERAL NOTES

DESIGN SPECIFICATIONS:

PLAN ELEVATIONS:

PLAN DIMENSIONS:

ENVIROMENTAL CLASSIFICATION:

UTILITIES:

EXISTING BRIDGE CONSTRUCTION CONSIDERATIONS:

BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES

AND MAY NOT REPRESENT AS-BUILT CONDITIONS. VERIFY THIS DATA BEFORE

AS DETAILED IN THE ORIGINAL CONSTRUCTION PLANS OF THE EXISTING BRIDGE

ELEVATIONS AND INTERSECTION ANGLES SHOWN ARE BASED ON THE INFORMATION

DIMENSION VERIFICATION: UNLESS OTHERWISE NOTED, THE DIMENSIONS,

WATER QUALITY:

NAVIGATION:

CONCRETE CLASSES:

REINFORCING STEEL:

ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

ACCIDENTAL SPILL.

MATERIALS AT THE WORK AREA FOR IMMEDIATE DEPLOYMENT IN THE EVENT OF AN

WORK AREA AT ALL TIMES. MAINTAIN APPROPRIATE SKIMMERS AND ABSORBENT

AVAILABLE MEANS OF EROSION AND TURBIDITY CONTROL MEASURES TO ISOLATE THE

THE DISCHARGE OF ANY FOREIGN MATERIAL INTO THE WATER. ERECT THE BEST

SHALL BE PERMITTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING

NO DEGRADATION OF WATER QUALITY AND/OR INCREASED TURBIDITY OF THE WATER

SHOULD THE WATERWAY BE CLOSED TO NAVIGATION.

EVENT OF HURRICANE WATCH/WARNING. AT NO TIME DURING THE CONSTRUCTION,

BEGINNING CONSTRUCTION AND SUBMIT A PLAN FOR CLEARING THE CHANNEL IN THE

MICHAEL LIEBERUM AT (305) 415-6744 SAFETY OFFICE THIRTY (30) DAYS PRIOR TO

CONTRACTOR SHALL NOTIFY THE UNITED STATES COAST GUARD MARINE COORDINATOR

THE WATERS WITHIN THE PROJECT AREA ARE FREQUENTED BY BOAT TRAFFIC. THE

SITE INSPECTION:

CONTACT

ENVIRONMENTAL NOTES:

".8

3 OF AGGREGATE FOR CLASS IV CONCRETE SHALL BE

EXISTING COVERS WILL BE MAINTAINED UNLESS OTHERWISE NOTED. MAX. SIZE

IV (SP 457) f'c = 5500 psi BENT PILES (JACKET)

POLYMER MODIFIED f'c = 6500 psi SPALL REPAIRS

CLASS MIN. 28-DAY COMP. STRENGTH LOCATION

SHOP DRAWING NOTES:

SPECIAL PROVISIONS.

JACKETS AND CONTINUITY TESTING OF REBARS AS NOTED IN THE TECHNICAL

OF THE OVERALL APPLICATION AND INSTALLATION OF THE CATHODIC PROTECTION

CERTIFIED CATHODIC PROTECTION (CP) SPECIALIST TO PROVIDE QUALITY ASSURANCE

THE CONTRACTOR SHALL SECURE THE SERVICES OF AN INDEPENDENT NACE

WITH THE CONTRACT DOCUMENTS.

ITEMS AND MATERIALS WHICH ARE REQUIRED TO BE FURNISHED IN ACCORDANCE

COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO INCLUDE IN BID ALL

NATURE OF THE WORK TO BE DONE UNDER THIS CONTRACT. NO EXTRA

FAMILIARIZED WITH THE PRESENT CONDITION AND TO JUDGE THE EXTENT AND

THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING TO BECOME

3. FDOT DESIGN MANUAL DATED JANUARY 2025.

9TH EDITION.

(AASHTO) LOAD AND RESISTANCE FACTOR (LRFD) BRIDGE DESIGN SPECIFICATIONS,

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

DESIGN BULLETINS.

1. FDOT STRUCTURES MANUAL DATED JANUARY 2025 AND SUBSEQUENT STRUCTURES

239-656-2414 LEE COUNTY ELECTRIC CO-OP

407-722-2300 SUMMIT BROADBAND

239-252-1037 COLLIER COUNTY STAKE & LOCATES

239-822-7431 CENTURYLINK

TELEPHONE NO. UTILITY COMPANY

2. UTILITY OWNERS/AGENCY CONTACTS:

EFFORTS WITH UTILITY PROVIDERS.

PROTECTED FROM DAMAGE AS NECESSARY. CONTRACTOR SHALL COORDINATE ALL WORK

1. ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED, AND

TOM BAIILEY

LESTER GUTHRIE

ERIC FEY

KENNY STINNETT

SCOPE OF WORK:

B-4

VERTICALLY UNLESS NOTED OTHERWISE.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED EITHER HORIZONTALLY OR

SUBSTRUCTURE: EXTREMELY AGGRESSIVE

D. SCOUR PROTECTION

C. SPALL AND DELAMINATED AREAS OF CONCRETE COMPONENTS.

B. APPLICATION OF METHACRYLATE MONOMER TO BRIDGE DECK.

A. PILE JACKET SYSTEM WITH CATHODIC PROTECTION ON ALL PILES.

DOCUMENTS:

RESTORE AND/OR REPAIR THE FOLLOWING IN ACCORDANCE WITH THE CONTRACT

SCOUR PROTECTION SYSTEM).

CALCULATIONS (IF SELECTED IN LIEU OF THE CURRENTLY SHOWN RUBBLE RIPRAP

- ARTICULATED CONCRETE BLOCK REVETMENT SYSTEM (ACB) PLANS AND

E) SCOUR PROTECTION SYSTEM:

- PRODUCT DATA SHEET FOR THE SELECTED MATERIAL.

D) METACRYLATE MONOMER IN BRIDGE DECK:

- PRODUCT DATA SHEET FOR THE REPAIR MATERIAL.

C) RESTORE SPALL AREAS:

FOR REQUIREMENTS.

- REFER TO 66066.2-034122_TSP403_GALVANIC CATHODIC PROTECTION SYSTEM

B) GALVANIC CATHODIC PROTECTION SYSTEM:

- REFER TO 66066.2-034122_TSP457_CATHODIC PROTECTION FOR REQUIREMENTS.

A) CATHODIC PROTECTION INTEGRAL PILE JACKET:

SHOP DRAWINGS SHALL INCLUDE AND SHOW:

MAINTENANCE OF TRAFFIC:

SHEET.

FOR MAINTENANCE OF TRAFFIC, REFER TO TEMPORARY TRAFFIC CONTROL PLAN

REQUIREMENTS REGARDING ENDANGERED SPECIES.

THROUGH THE PROJECT AREA. COMPLY WITH ALL FEDERAL AND STATE

9. ENDANGERED MAMMALS, REPTILES, FISHES, AND BIRDS MAY MIGRATE

NOT PERMITTED.

BE TIED TO EXISTING PILES TO MAINTAIN POSITION. THE USE OF SPUDS IS

THE BRIDGE AS NECESSARY TO COMPLETE THE WORK. BOAT/PLATFORM MAY

8. SMALL WORK BOATS OR PLATFORMS OR FLOATS SHALL BE OPERATED UNDER

REPLACED PROMPTLY.

WETLAND AREAS THAT ARE DISTURBED DURING CONSTRUCTION ARE TO BE

INCIDENTAL IMPACTS SHOULD BE MINIMIZED AS MUCH AS POSSIBLE.

WETLANDS. WETLAND AREAS ARE TO BE AVOIDED AND PROTECTED. ANY

7. THERE IS NO WORK ANTICIPATED THAT WILL IMPACT THE EXISTING

6. THE WORK DOES NOT PROPOSE ANY DREDGING ACTIVITIES.

WETLANDS (MANGROVES) MAY REQUIRED FEDERAL AND/OR STATE PERMITS.

ENDANGERED SPECIES (MANATEES), AQUATIC RESOURCES (SEAGRASS) OR

AND WILDLIFE CONSERVATION COMMISION (FWC) IS REQUIRED. IMPACTS TO

THE EVERGLADES NATIONAL PARK COORDINATION WITH THE FLORIDA FISH

5. PLEASE BE ADVISED THAT IF THE PROJECT IS WITHIN THE BOUNDARIES OF

MATERIALS (ACM) AND ASBESTOS WAS NOT IDENTIFIED.

4. BRIDGE NO. 034122 HAS BEEN TESTED FOR ASBESTOS CONTAINING

SHALL BE PROTECTED BY APPROPRIATE EROSION CONTROL DEVICES.

3. ANY MATERIAL TO BE STOCKPILED FOR PERIODS GREATER THAN 24 HOURS

PERMITTED.

DISCHARGE OF ANY FOREIGN MATERIALS INTO THE WATER SHALL NOT BE

TURBIDITY UNITS (NTUS) ABOVE NATURAL BACKGROUND LEVELS. THE

CONTROL MECHANISMS ARE NOT ALLOWED TO EXCEED 29 NEPHELOMETRIC

2. THIS PROJECT CROSSES A WATERWAY, TURBIDITY LEVELS BEYOND THE

MAY OCCUR, CONTACT THE ENGINEER IMMEDIATELY.

OR IF A HAZARDOUS MATERIAL (INCLUDING SUSPECT ASBESTOS) RELEASE

HERBICIDES, ETC.) FROM SPILLING INTO THE SURFACE WATERS. IF A SPILL

TO PREVENT POTENTIAL POLLUTANTS (FUEL, LUBRICANTS,

WHAT MANAGEMENT PRACTICES AND CONTAINMENT METHODS WILL BE USED

CONTAINMENT, REPORTING, AND RESPONSE. THE CONTRACTOR SHALL SPECIFY

SPECIFICATION 104-5 THAT WILL INCLUDE TOXIC SUBSTANCE AND SPILL

1. PROVIDE THE COUNTY WITH AN EROSION CONTROL PLAN PER STANDARD

MANATEE CONDITIONS:

COMPLY WITH THE "STANDARD MANATEE CONDITIONS FOR IN-WATER WORK, 2011."

FEMA FLOOD:

FLOOD ELEVATION 8.0' (NAVD).

12021C0855J, DATED 02/08/2024, AND LOCATED IN FEMA FLOOD ZONE AE, BASE

THE SUBJECT PROPERTY IS LOCATED IN FEMA FLOOD INSURANCE MAP NUMBER

CONVERSION FORMULA : ELEV. (FT-NAVD 88) + 1.32' = ELEV. (FT-NGVD 29)

ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

ELEVATIONS SHOWN ON THE PLANS WERE OBTAINED FROM SURVEY AND ARE BASED

TURBIDITY CONTROL:

MANAGEMENT PRACTICES SHALL BE UTILIZED THROUGHOUT CONSTRUCTION.

AS NECESSARY TO OPERATE WITH CURRENTS AT THE PROJECT SITE. BEST

WITH PERMIT REQUIREMENTS. TURBIDITY BARRIERS SHALL INCLUDE ANCHORS

CONTROL TURBIDITY CAUSED BY CONSTRUCTION OPERATIONS IN ACCORDANCE

PROVIDE AND MAINTAIN FLOATING TURBIDITY BARRIERS AS REQUIRED TO

BRIDGE NO. 034122

MG 05/2021

AV 05/2021

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

N

¡ TED CURCIE ROAD

GUARDRAIL (TYP.)

END BENT 5

END BRIDGE

END BENT 1

BEGIN BRIDGE ¡ BENT 3¡ BENT 2 ¡ BENT 4

END BENT 1

BEGIN BRIDGE

END BENT 5

END BRIDGE

REFUGE

NATIONAL WILDLIFE

ACCESS GATE TO

90°00'00"

¡ BENT 2 ¡ BENT 3 ¡ BENT 4

REFUGE

WILDLIFE

TO NATIONAL

ACCESS GATE

(TYP.)

13'-0" MHC

ABANDONED IN PLACE

SHEET PILE TO BE

EXISTING

NOTES 4 AND 5 (TYP.)

SHEET PILE, SEE

PROPOSED

60'-0" (OVERALL BRIDGE LENGTH)

BARRIER (TYP.)

FLOATING TURBIDITY

EDGE OF WATER (TYP.)

(T Y

P

(O U

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U T

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C U

R B

CONC. PILE (TYP.)

PRESTRESSED

EXIST. 12" SQ.

CANAL

EXIST. BOTTOM OF

RIPRAP TO MATCH

TOP OF RUBBLE

SPECIFICATIONS SECTION 413

PER FDOT STANDARD

AND FROM BEGIN TO END BRIDGE

BRIDGE, FROM GUTTER TO GUTTER

THE ROADWAY DECK AREA OF THE

APPLY METACRYLATE MONOMER TO

EL. 6.53

LOW MEMBER

END BENT 5 PILES

JACKET IN ALL PILES EXCEPT

PROTECTION INTEGRAL PILE

INSTALL STRUCTURAL CATHODIC

TO REMAIN

CEMENT RIPRAP

EXIST. SAND

NOTES 4 AND 5

SHEET PILE, SEE

PROPOSED

RIPRAP (TYP.)

PROPOSED RUBBLE

LIMITS OF

SPAN 4

15'-0"

SPAN 3

15'-0"

SPAN 2

15'-0"

SPAN 1

15'-0"

RUBBLE RIPRAP

PROPOSED

TO BE ABANDONED

EXIST. SHEET PILE

ABANDONED IN PLACE

SHEET PILE TO BE

EXISTING

SHEET PILE

PROPOSED

SHEET PILE

PROPOSED

SHEET PILE

PROPOSED

RIPRAP TO REMAIN

EXIST. SAND CEMENT

C R

SEE NOTE 6

B1-1

PLAN AND ELEVATION

PLAN

ELEVATION

C A

N A

L

D R

A

IN

A G

E

AND LISTED ON THE APPROVED PRODUCT LIST (APL).

THE REQUIREMENTS OF SPECIFICATIONS SECTION 932

USE A TYPE D SILICONE SEALANT MATERIAL MEETING

RECOMMENDATIONS AND SPECIFICATIONS SECTION 458.

ACCORDANCE WITH MANUFACTURER'S

END OF BRIDGE, INSTALL POURED JOINT IN

9. CLEAN EXISTING EXPANSION JOINTS AT BEGIN AND

MUST BE APPROVED BY FDOT/PERMITTING AGENCIES.

EXISTING BOTTOM OF CANAL. THE USE OF ACB SYSTEM

RUBBLE RIPRAP). TOP OF ACB SYSTEM TO MATCH

PROTECTION SYSTEM (BEDDING STONE, FILTER FABRIC,

OF THE CURRENTLY SHOWN RUBBLE RIPRAP SLOPE

REVETMENT SYSTEM (ACB) MAY BE PROPOSED IN LIEU

8. AN EQUIVALENT ARTICULATED CONCRETE BLOCK

SHEET PILE.

BEDDING STONE/FILTER FABRIC, AND THE PROPOSED

REQUIRED TO COMPLETE THE INSTALLATION OF

7. VEGETATION CLEANING AND/OR TRIMMING MAY BE

FOUNDATION LAYOUT.

PILES, FOR ADDITIONAL INFORMATION REFER TO

IN END BENT 5 INSTALL DRILLED GALVANIC ANODES6.

171.7 IN^4/FT, MIN. SECTION MODULUS=25.65 IN^3/FT)

SECTION OR EQUIVALENT (MIN. MOMENT OF INERTIA =

5. PROPOSED SHEET PILE SECTION : NZ14 HOT ROLLED

BOTH END BRIDGE CORNERS.

EXISTING SHEET PILE AND PROPOSED SHEET PILE AT

WITH FLOWABLE FILL CONCRETE THE GAP BETWEEN

AFTERWARD OF THE EXISTING SHEET PILE WALL. FILL

4. PROPOSED SHEET PILE TO BE INSTALLED 12-INCHES

3. NO DREDGING IS PROPOSED.

MEASURED ALONG THE ¡ BRIDGE.

2. ALL DIMENSIONS WERE FIELD VERIFIED AND ARE

AVAILABLE.

1. EXISTING BRIDGE NO. 34122 PLANS ARE NOT

NOTES:

(TYP.)

MHW 0.69

MLW -1.92

2:1 2:1

2:1 2:1

C A

N A

L

D R

A

IN

A

PROPOSED SHEET PILE WALL = 80 LF

FLOWABLE FILL CONCRETE VOLUME = 13.5 CY

2. BELOW MHWL= 0.05582 ACRES

1. ABOVE MHWL = 0.00000 ACRES

AREA OF PROPOSED RIPRAP FILL:

-10

-5

EJ EJ

EL. -16.00 (TYP.)

SHEET PILE TIP

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

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.A .C

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

1.9

.8

.6

.6

.2

.6

.5

.1

.5

.4

.8

1.0 - .5

.0

.4

.3

0.9- .4

.9

.2

.4

.3

( 3 ) ( 4 )

Greatest Flood: The most severe that can be predicted where overtopping is not practicable.

Overtopping Flood: Causes flow over the highway, over a watershed divide, or thru emergency relief structures.

Base Flood: Has a 1% chance of being exceeded in any given year (100 year frequency)

Design Flood: Utilized to assure a desired level of hydraulic performance.

SCOUR PREDICTIONS FOR PROPOSED STRUCTURE DESCRIBED ABOVE:

and land use. Users of this data are cautioned against the assumption of precision which cannot be obtained.

The resultant hydraulic data is sensitive to changes, particularly antecedent conditions, urbanization, channelization determined by a study of the watershed. Many judgements and assumptions are required to establish these factors.

elevations which may be anticipated in any given year. This data was generated using highly variable factors

The hydraulic data is shown for informational purposes only to indicate the flood discharges and water surface

(2)BRIDGE 34122

N

0 500

Feet

¡ TED CURCIE ROAD

PROFILE GRADE LINE

(TYP.)

EDGE OF WATER

END BENT 1

BEGIN BRIDGE

¡ PIER 2

¡ PIER 3

¡ PIER 4

END BENT 5

END BRIDGE

PROPOSED RUBBLE RIPRAP

BRIDGE LOCATION

SPAN 4

15'-0"

SPAN 3

15'-0"

SPAN 2

15'-0"

SPAN 1

15'-0"

BEGIN BRIDGE END BRIDGE

RUBBLE RIPRAP (TYP.)

LIMITS OF PROPOSED

60'-0" (OVERALL BRIDGE LENGTH)

CONC. PILE (TYP.)

PRESTRESSED

EXIST. 12" SQ.

LOW MEMBER EL. 6.53

STRUCTURE

PROPOSED

TERMS:

NOTE:

STAGE ELEV. NAVD (ft)

WATER SURFACE ELEVATIONS:

FLOOD DATA:

DISCHARGE (cfs)

AVERAGE VELOCITY (f/s)

EXCEEDANCE PROB. (%)

FREQUENCY (yr.)

N.H.W. (Non-Tidal)

CONTROL (Non-Tidal)

M.H.W. (Tidal)

M.L.W. (Tidal)

MAX. EVENT OF RECORD DESIGN FLOOD BASE FLOOD GREATEST FLOOD

OVERTOPPING or

TOTAL SCOUR ELEVATION

PIER INFORMATION LONG TERM

SCOUR ELEV.

WORST CASE < 100 yr.

FREQ. (yr.) FREQ. (yr.)

HYDRAULIC RECOMMENDATIONS

BEGIN BRIDGE STATION1.

2.

3.

4.

CLEARANCE PROVIDED:

MINIMUM CLEARANCE:

ABUTMENTS:

NAV: HORIZ.

NAV: HORIZ.

VERT.

VERT.

END BRIDGE STATION

ABOVE EL.

ABOVE EL.

DRIFT: HORIZ.

DRIFT: HORIZ.

VERT.

VERT.

ABOVE EL.

ABOVE EL.

END BRIDGEBEGIN BRIDGE

RUBBLE GRADE:

SLOPE:

BURIED OR NON-BURIED HORIZ. TOE:

TOE HORIZ. DISTANCE:

LIMIT OF PROTECTION:

DECK DRAINAGE:5.

REMARKS:

AREA OF OPENING@D.F.

HYDRAULIC DESIGN DATA

EXISTING STRUCTURES

SKEW ANGLE

SIZE AND TYPENUMBERS

ELEV. LOW MEMBER

BRIDGE WIDTH

TYPE CONSTRUCTION

SPAN LENGTH

OVERALL LENGTH

FOUNDATION

(REFERENCE)

WORST CASE < 500 yr.

6.53'

12" Sq. Conc. Piles

12" Sq. Conc. Piles

25'

5.84'

25.0' 2.00'

12" Sq. Conc. Piles

Prest. Conc. Slabs

1 %

4.5

6.1

X

BRIDGE NO. 34122

B1-2

BRIDGE HYDRAULIC RECOMMENDATIONS

24.00'

60.00'

15.00'

12" Sq. Conc. Piles

-30

-10

-40

-20

13.0'

DRAINAGE CONTAINED WITHIN CURBS, NO INLET OR SCUPPERS ARE PRESENT.

13'

BENT 3

BENTS 2 & 4

BENTS 1 & 5

N/A

N/A

N/A

-1.92

0.69

ELEVATIONS SHOWN ARE NAVD 88

5.84'

0°00'00"N/AN/A

6.00' 0.69

0.69 0.69

0.69

UNKNOWN

UNKNOWN

UNKNOWN

UNKNOWN

UNKNOWN

-8.7 (NAVD 88)

-8.3 (NAVD 88)

-7.9/-7.2 (NAVD 88)

12.0' TO EACH SIDE OF BRIDGE

N/A

NON-BURIED

MATCH EXIST. SLOPE

DITCH LINING

12.0' TO EACH SIDE OF BRIDGE

N/A

NON-BURIED

MATCH EXIST. SLOPE

DITCH LINING

STANTEC CONSULTING SERVICES, INC.

P.E. License No. 71585

TODD DEMUNDA, P.E

ROCKLEDGE, FLORIDA 32955

5445 VILLAGE DRIVE, SUITE 105

C A

N A

L

D R

A

IN

A

MLW -1.92

MHW 0.69

MATCH EXIST. BOTTOM OF CANAL

(*) TOP OF RUBBLE RIPRAP TO

PLAN

ELEVATION

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

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.A .C

STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

¡ BRIDGE & ROADWAY

CONCRETE PILE (TYP.)

12" SQ, PRESTRESSED

GUARDRAIL (TYP.)

W/ALUMINUM

" � PIPE 2

BOTTOM

EXIST. CHANNEL

24'-0"

1'-1" 1'-1"10'-11"10'-11"

PILE JACKET (TYP.)

PROTECTION INTEGRAL

STRUCTURAL CATHODIC

TYPICAL SECTION THROUGH THE BRIDGE

B1-3

MG 05/2021

AV 05/2021

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

margarcia 7/21/2025 V:\2158\active\215811087\Bridge034122\4500209720\struct\B1FoundLay01.dgn

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

N

ROAD

¡ TED CURCIE (TYP.)

90°00'00"

EDGE OF WATER

(TYP.)

EXIST. SHEET PILE

BARRIER (TYP.)

FLOATING TURBIDITY

PLAN

LEGEND:

#-# BENT ID - PILE ID

1-1

1-2

1-3

1-4

2-1

2-2

2-3

2-4

3-1

3-2

3-3

3-4

4-1

4-2

4-3

4-4

B1-4

FOUNDATION LAYOUT

5-1

5-2

5-3

5-4

EXISTING 12" SQ. PRESTRESSED CONCRETE PILE

C A

N A

L

D R

A

IN

A

NOTES:

STRUCTURAL CATHODIC PROTECTION INTEGRAL PILE JACKET (16 PILES TOTAL)

IN THE VERTICAL DIRECTION, TWO (2) ANODES PER ROW.

3. GALVANIC ANODES SHALL BE INSTALLED AT 8-INCHES SPACING

THE SPECIFICATIONS TSP403.

LENGTH EACH PILE) IN END BENT 5, IN ACCORDANCE WITH

EXPOSED SURFACE OF THE PILE (APPROXIMATELY 5-FEET

2. INSTALL DRILLED GALVANIC ANODES IN ALL PILES ALONG THE

ON EACH PILE, EXCLUDING END BENT 5 PILES.

1. INSTALL STRUCTURAL CATHODIC PROTECTION INTEGRAL JACKET

PROPRIETARY GALVANIC ANODE (4 PILES)

C R

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

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.A .C

STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

45° CHAMFER

(PREINSTALLED IN JACKET)

NEW ZINC MESH ANODE

JACKET SEAM

HMWPE INSULATION (INSIDE JACKET)

NO. 8 AWG COPPER STRAND WIRE WITH

SIDES TO BULK ZINC ANODE

" � STEEL BAR WELDED ON BOTH 8

CONCRETE TYPE IV

JACKET FILLED WITH

NEW FIBERGLASS

SEE DETAIL A

PVC TERMINAL BOX

FACE OF EXIST. PILE

SEE NOTE 6

ACCESS PORT

MONITORING

AND DOWN TO THE TOP OF THE JACKET (TYP.)

JACKET, EMBED CONDUIT INTO THE CHAMFER

REQUIRED FOR ALL WIRES/CABLES OUTSIDE OF

" � OR SUITABLE SIZE PVC CONDUIT 4

REPAIR (FILL WITH APPROVED MORTAR)

4"X4" EXCAVATION FOR CONTINUITY

AND NOTE 3

SEE DETAIL B

" 6"6"

(HULL TYPE)

48 LB BULK ZINC ANODE

TORQUE TO 15 FT-LBS

AGAINST CONCRETE

STRAP, PLACE FLANGED SIDE

ANODE FOR FULL LENGTH INCLUDING

THICKNESS BOLTED TO BACK OF

" 16

32" GALVANIZED STEEL CHANNEL

48 LB. BULK ZINC ANODE

CARRIAGE BOLT

"Ø GALVANIZED8

AGAINST CONCRETE

FLANGED SIDE

THICKNESS, PLACE

" 16

3STEEL CHANNEL

2" GALVANIZED

EXCAVATED MUDLINE

EXISTING MUDLINE OR

M E

S H

H E

IG

H

T

M

IN

REMOVE AFTER THE FILL MATERIAL HAS SET

SEAL BOTTOM TO POUR FILLER MATERIAL,

FIBERGLASS FORM

FIBERGLASS FORM

BETWEEN ANODE MESH AND

CORNER OF JACKET. PLACE WIRE

TO STEEL BAR. ROUTE INTO

COPPER STRAND WIRE BRAZED

#8 HMWPE (RED INSULATION)

WELDED AT BOTH ENDS

" ROUND STEEL BAR8

48 LB. BULK ZINC ANODE

BULK ZINC ANODE WIRE

" DIA. PVC PIPE4

CP JACKET

PRE-INSTALLED ON INNER FACE OF FORM

ZINC ANODE MESH

TO ENCASE WIRE-BAR CONNECTION

" DIA. PVC FILLED WITH EPOXY 4

TO EXTEND A MAXIMUM OF 3" INSIDE JACKET

INSULATION DURING BRAZING OPERATION. CONDUIT

COPPER STRAND WIRE TO STEEL BAR AND PROTECT

NON-CONDUCTIVE EPOXY AFTER BRAZING. BRAZE

" Ø PVC PIPE. LOWER 8" TO BE FILLED WITH 4

J A

C K

E T

L E

N G

T H

AFTER FILLER MATERIAL HAS CURED

MATERIAL TO BE REMOVED

FORM TO POUR FILLER

ANODE ASSEMBLY, VIEW A-A)

BOTH ENDS (SEE BULK ZINC

BOLTED TO ANODE STRAP ON

STEEL CHANNEL

B1-5

PILE JACKET DETAILS (1 OF 3)

VIEW A-A

PILE JACKET NOTES

LEGEND

EXISTING STRUCTURAL ELEMENTS

NEW STRUCTURAL ELEMENTS

MHW EL

MLW EL

A

A

TYPICAL STRUCTURAL CATHODIC PILE JACKET

(NEW REINFORCEMENT NOT SHOWN FOR CLARITY)

TOP OF JACKET EL. +3.00

(¬) EXCAVATE MUDLINE WHERE NECESSARY

DETAIL B

4. FOR DETAIL A REFER TO PILE JACKET DETAILS (2 OF 3) SHEET.

A MINIMUM DEPTH OF 1'-0" BELOW THE JACKET.

3. AT LOCATIONS WHICH REQUIRE AN EXCAVATION, THE BULK ANODE MAY BE INSTALLED IN A HORIZONTAL POSITION AT

EAST FACE OF PILES WEST OF THE CHANNEL AND THE WEST FACE EAST OF THE CHANNEL.

2. ALL CONDUIT, BULK ZINC ANODES, MONITORING PORT, JUNCTION BOXES, AND CONNECTIONS SHALL BE PLACED ON THE

AND ON OPPOSITE SIDES WITH 3' MAXIMUM SPACING.

ARE REQUIRED TO ENSURE PROPER FILLING, THEY SHALL BE LOCATED ABOVE THE BOTTOM PORT HOLE STAGGERED

1. PROVIDE A PUMPING PORT WITHIN 4" OF THE PILE JACKET BOTTOM TO APPLY FILLER. IF ADDITIONAL PUMPING PORTS

CONTINUING TO OTHER PILE WORK.

8. SIMULTANEOUS PILE JACKET WORK SHALL BE INSTALLED, COMPLETED AND CURED FOR A MINIMUM OF 3 DAYS BEFORE

ADJACENT BENTS IS NOT PERMITTED.

7. NO ADJACENT PILES WITHIN THE SAME BENT SHALL BE REPAIRED SIMULTANEOUSLY. SIMULTANEOUS WORK ON

ACCESS PORTS ARE INSTALLED AT THE CORRECT LOCATION.

DESCRIBED IN THE SPECIAL PROVISIONS. VERIFY CURRENT MEAN HIGH WATER (MHW) TO ENSURE MONITORING

6. COMPLY WITH SPECIFICATIONS FOR WORK METHODS AND FILL MATERIAL. INSTALL MONITORING ACCESS PORTS AS

MUDLINE WHERE NECESSARY TO ACCOMPLISH PROPER PLACEMENT OF THE JACKET AND THE BULK ANODE.

5. INSTALL JACKET AND BULK ANODE PRIOR TO THE INSTALLATION OF ANY SCOUR MITIGATION SYSTEM. EXCAVATE

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

margarcia 7/21/2025 V:\2158\active\215811087\Bridge034122\4500209720\struct\B1MiscDet02.dgn

4500209720

3:26:55 PM

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

EXISTING STRAND (TYP.)

OUTSIDE JACKET FOR CLARITY)

NEGATIVE CONNECTIONS (SHOWN

CONTINUITY REPAIR OR

4"X4" EXCAVATION FOR

EXCAVATION RESULTING FROM

JACKET

EXISTING STRAND (TYP.)

PVC TERMINAL BOX

CHIPPING. SEE NOTE 1

SHALL BE ACHIEVED BY

" 4

1AND THEN THE LAST

" SHORT OF SPIRAL, 4

1STOP

PERIMETER, SAWCUT SHALL

SAWCUT AROUND ENTIRE

(M

IN

EXISTING SPIRAL

PERIMETER OF PILE

ON INNER FACE OF FORM

ZINC ANODE MESH PRE-INSTALLED

45° CHAMFER (TYP.)

ANODE MESH AND FIBERGLASS FORM

OF JACKET, PLACE WIRE BETWEEN

(RED INSULATION) ROUTED INTO CORNER

CONNECTION: ONE #8 AWG HMWPE

BULK ZINC ANODE POSITIVE

ORIGINATING AT LEFT HALF OF JACKET

ONE #10 AWG HMWPE (RED INSULATION)

ZINC ANODE MESH POSITIVE CONNECTION:

THE JACKET)

INTO THE CHAMFER DOWN TO THE TOP OF

CONNECTOR AND BUSHING. (EMBED CONDUIT

" DIA. SCH 80 WITH 4

1PVC CONDUIT. 1

CP JACKET (RIGHT HALF)

RING TERMINAL CONNECTOR

ANODE WIRE FROM BULK ANODE

" THREADED ROD4

1SS COUPLER FOR

ANODE WIRES FROM MESH IN JACKET

NEW STEEL CAGE

GROUND WIRES FROM

EXIST. PILE STEEL

GROUND WIRES FROM

TOGETHER

ALL WIRES SHORTED

BUS TERMINAL

CP JACKET (LEFT HALF)

SAME FACE AS THE TERMINAL BOX)

CP JACKET SEAM (LOCATE SEAM IN THE

TWO DIFFERENT BARS

WIRES BRAZED TO REINFORCING STEEL AT

#10 AWG HMWPE (WHITE INSULATION)

CAGE STEEL NEGATIVE CONNECTION: ONE

DIFFERENT LOCATIONS

WIRES BRAZED TO STEEL (TIES) AT TWO

ONE #10 AWG HMWPE (BLACK INSULATION)

EXISTING STEEL NEGATIVE CONNECTION:

ORIGINATING AT RIGHT HALF OF JACKET

ONE #10 AWG HMWPE (RED INSULATION)

ZINC ANODE MESH POSITIVE CONNECTION:

"2

SS NUT (TYP.)

SS WASHER (TYP.)

RUBBER WASHER (TYP.)

0.1 OHMs/2A SHUNT

THE JACKET) ATTACHED TO PILE

316 SS COVER SCREWS (WITHIN 1'-0" OF

PVC TERMINAL BOX (6"X6"X3" MIN. W/ TYPE

TIE AT TWO LOCATIONS

BRAZED TO A SPIRAL

SYSTEM NEGATIVES)

STRAND WIRES (FOR

NO. 10 AWG COPPER

PVC TERMINAL BOX

REACH PROPOSED

LONG ENOUGH TO

FREE END SHALL BE

BE AT LEAST 1" LONG

LENGTH TO

CONNECTION WELD

NEGATIVE CONNECTION,

CONNECTION ROD

ZINC MESH

CONNETCION ROD

GROUND

CONNECTION ROD

BULK ANODE

SS WASHERS AND NUT

THREAD, FULLY THREADED W/ TWO TYPE 316

"~20 4

1TYPE 316 SS HEX HEAD CAP SCREW,

THREE TYPE 316 SS WASHERS AND NUT

"~20 THREAD, FULLY THREADED W/ 4

TYPE 316 SS HEX HEAD CAP SCREW,

PILE JACKET DETAILS (2 OF 3)

B1-6

SCHEME 2SCHEME 1

ELEVATION

(SCHEME 2)

ELEVATION

(SCHEME 1)

TERMINAL BOX NOTES:

NOTES: DISCONTINUOUS STRAND. CONNECTIONS SHALL NOT TOUCH.

3. A MINIMUM OF TWO CONTINUITY CONNECTIONS SHALL BE MADE TO EACH

EPOXY. WIRES SHALL BE PARALLEL.

STRAND IS REACHED. COAT CONNECTION WITH 100% SOLID NON-CONDUCTIVE

DISCONTINUOUS STRAND TO THE ADJACENT STRAND UNTIL A CONTINUOUS

2. RESISTANCE WELD TWO NO. 10AWG OR LARGER MILD STEEL WIRES FROM ONE

SHOWN OUTSIDE JACKET FOR CLARITY.

APPROVAL OR PROPOSED SAWCUT LOCATION FROM ENGINEER. EXCAVATION

PILE JACKET DOES NOT EXTEND AT LEAST 7'-0" ABOVE MLW, OBTAIN

6'-0" ABOVE THE MLW AND A MAXIMUM OF 7'-0" ABOVE MLW. IN CASES WHERE

EXCAVATION AREA TO BE LOCATED INSIDE THE JACKET AT A MINIMUM OF

EXTENDS TO THE FIRST ADJACENT STRAND THAT IS CONTINUOUS.

1. EXCAVATE A 4"X4" AREA AT EACH STRAND OF DISCONTINUITY SUCH THAT IT

CONTINUITY CORRECTIONS

DETAIL A PVC TERMINAL BOX DETAIL

BE SEALED PRIOR TO PLACEMENT OF THE CATHODIC PROTECTION JACKET.

THE JACKET LIMITS. CONTINUITY TEST AND CONTINUITY CORRECTION EXCAVATIONS SHALL

POSSIBLE, ALL EXCAVATIONS TO EXPOSED REINFORCING STEEL SHALL BE MADE INSIDE

CORRECTIONS. AS LITTLE CONCRETE AS POSSIBLE SHALL BE REMOVED DURING REPAIR. IF

SUBMIT REPAIR PLANS SHOWING LOCATIONS AND SCHEME USED FOR CONTINUITY

3. NO STEEL FASTENERS SHALL BE USED INSIDE THE CP JACKET.

2. LOCATE CP JACKET SEAM IN THE SAME FACE AS THE TERMINAL BOX.

SCHEME 2.

REVEAL THAT DISCONTINUITY EXISTS IN THREE OR MORE STRANDS PER FACE, PERFORM

THAN TWO STRANDS PER FACE, PERFORM SCHEME 1. IF THE ELECTRICAL RESISTANCE TESTS

1. IF THE ELECTRICAL RESISTANCE TESTS REVEAL THAT DISCONTINUITY EXISTS IN NO MORE

" INCH OF LENGTH EXPOSED OUTSIDE THE BOX.2

1ALL THREADED RODS SHALL HAVE 113.

SO THAT ANIMALS AND INSPECTS CANNOT GET IN.

TWO WEEP HOLES SHALL BE PROVIDED AT THE BOTTOM WITH A MESH SCREEN COVER 12.

TERMINAL BOX SHALL BE WATERTIGHT.11.

SPECIALIST DURING ENERGIZATION.

ENDS OF THE GROUND THREADED ROD. IT SHALL ONLY BE CONNECTED BY THE CP

WHEN THE TERMINAL BOX IS INSTALLED, THE COUPLER SHALL NOT CONNECT THE TWO 10.

FASTENERS.

CONTACT ANY REINFORCEMENT IN THE PILE. USE EPOXY TO ISOLATE THE SS

316 STAINLESS STEEL FASTENERS. IF SS FASTENERS ARE USED, THEY MUST NOT

INSTALL THE TERMINAL BOX ON THE PILE USING EITHER NON-METALLIC FASTENERS OR 9.

ASSEMBLE THE TERMINAL BOX OFF-SITE AND DELIVER TO THE JOB SITE.8.

BETWEEN THEM.

ADJUST THE DISTANCE BETWEEN THE THREE THREADED RODS TO FIT THE SHUNT 7.

HALVES OF THE GROUND THREADED ROD DURING ENERGIZATION.

USE THE SS COUPLER TO CONNECT THE GROUND TO THE ANODES BY COUPLING THE TWO 6.

HMWPE INSULATION.

THE WIRES CONNECTING THE BUS TERMINAL TO THE THREADED RODS NEED NOT HAVE 5.

BOX.

USE ONLY 316 STAINLESS STEEL (SS) HARDWARE IN THE ASSEMBLY OF THE TERMINAL 4.

3. THE USE OF PVC TERMINAL BOXES WITH BRASS SCREW INSERTS IS NOT ALLOWED.

SEALER.

2. ALL PENETRATIONS IN THE PVC TERMINAL BOX SHALL BE SEALED WITH AN APPROVED

INHIBITOR.

1. ALL CONNECTIONS INSIDE THE PVC TERMINAL BOX SHALL BE COATED WITH A RUST

EACH DISCONTINUOUS STRAND. CONNECTIONS SHALL NOT TOUCH.

3. A MINIMUM OF TWO CONTINUITY CONNECTIONS SHALL BE MADE TO

EPOXY. WIRES SHALL BE PARALLEL.

STRANDS. COAT CONNECTION WITH 100% SOLID NON-CONDUCTIVE

2. RESISTANCE WELD NO. 10AWG OR LARGER MILD STEEL WIRES TO ALL

SAWCUTTING/CHIPPING AREA PER TSP 457.

APPROVAL OF PROPOSED SAW CUT LOCATION. CLEAN AND PREPARE

PILE JACKET DOES NOT EXTEND AT LEAST 7'-0" ABOVE MLW, OBTAIN

ABOVE MLW AND A MAXIMUM OF 7'-0" ABOVE MLW. IN CASES WHERE

AREA TO BE LOCATED INSIDE THE JACKET AT A MINIMUM OF 6'-0"

SAWCUTTING, CHIP AS NECESSARY TO EXPOSE STRANDS AND SPIRALS.

PERIMETER KEEPING CLEAR OF EXISTING STRANDS. AFTER

1. MAKE UNIFORM DEPTH AND HEIGHT SAW CUTS AROUND ENTIRE PILE

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

margarcia 7/21/2025 V:\2158\active\215811087\Bridge034122\4500209720\struct\B1MiscDet03.dgn

4500209720

3:27:00 PM

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

(TYP.)

6"

A T

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D S

C

L R

(T

Y P

1" CLR. MIN.

1'-6"

FACE, SEE DETAIL 1)

DOWEL (MIN. 8 PER

45° CHAMFER (SEE NOTE 3)

THREE EQ. SPA. AT EACH FACE

#7 BARS

APPROVED FILLER MATERIAL

INNER FACE OF FORM

PRE-INSTALLED ON

ZINC ANODE MESH

(ROUTED TO CORNER OF JACKET)

BULK ANODE WIRE

(OR EQUIVALENT) (TYP.)

FLAT BAR COLUMN CLAMPS

NEW #7 BAR

NEW #4 U-BAR

VERTICAL SPACING)

EPOXY (6'-0'' MAX.

BAR EMBEDDED IN

NEW #5 DOWEL CONCRETE PILE

EXISTING PRECAST

EXISTING STRAND

PILE SURFACE

NON-DAMAGED EXIST.

EMBEDMENT

4" MIN.

SEAL

TO REMAIN IN PLACE

FIBERGLASS FORMS

" THICK (MIN.)8

(TYP.) (CAGE STEEL)

@ 12" C/C

#4 U-BAR (PAIR)

(SEE NOTE 1) (TYP.)

WOOD STIFFBACKS

(CAGE STEEL)

#7 BARS (TYP.)

EXISTING PILE

CLAMP LOCATION (TYP.)

STANDOFFS AT EACH

CONCRETE PILE

EXISTING PRECAST

REMAIN IN PLACE

FIBERGLASS TO

TOP OF PILE JACKET

STRUCTURAL FIBERGLASS FORM)

" THICK (MIN.)8

1 (2'-0" X 2'-0" X

CATHODIC PROTECTION PILE JACKET

SEE DETAIL 1, NOTE 5

CONCRETE FILLER

REINFORCING STEEL

EXPOSED EXIST.

(TYP.) (CAGE STEEL)

#4 U-BAR (PAIR) @ 1'-0"

(TYP.)

3"

12"

PER SP 457

" MIN.4

J

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"2

(TYP.)

6"

A T

E N

D S

C

L R

(T

Y P

1" CLR. MIN.

1'-6"

FACE, SEE DETAIL 1)

DOWEL (MIN. 8 PER

45° CHAMFER (SEE NOTE 3)

THREE EQ. SPA. AT EACH FACE

#7 BARS

APPROVED FILLER MATERIAL

INNER FACE OF FORM

PRE-INSTALLED ON

ZINC ANODE MESH

(ROUTED TO CORNER OF JACKET)

BULK ANODE WIRE

(OR EQUIVALENT) (TYP.)

FLAT BAR COLUMN CLAMPS

NEW #7 BAR

NEW #4 U-BAR

VERTICAL SPACING)

EPOXY (6'-0'' MAX.

BAR EMBEDDED IN

NEW #5 DOWEL CONCRETE PILE

EXISTING PRECAST

EXISTING STRAND

PILE SURFACE

NON-DAMAGED EXIST.

EMBEDMENT

4" MIN.

SEAL

TO REMAIN IN PLACE

FIBERGLASS FORMS

" THICK (MIN.)8

(TYP.) (CAGE STEEL)

@ 12" C/C

#4 U-BAR (PAIR)

(SEE NOTE 1) (TYP.)

WOOD STIFFBACKS

(CAGE STEEL)

#7 BARS (TYP.)

EXISTING PILE

CLAMP LOCATION (TYP.)

STANDOFFS AT EACH

CONCRETE PILE

EXISTING PRECAST

REMAIN IN PLACE

FIBERGLASS TO

TOP OF PILE JACKET

STRUCTURAL FIBERGLASS FORM)

" THICK (MIN.)8

1 (2'-0" X 2'-0" X

CATHODIC PROTECTION PILE JACKET

SEE DETAIL 1, NOTE 5

CONCRETE FILLER

REINFORCING STEEL

EXPOSED EXIST.

(TYP.) (CAGE STEEL)

#4 U-BAR (PAIR) @ 1'-0"

(TYP.)

3"

12"

PER SP 457

" MIN.4

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AA

(CATHODIC COMPONENTS NOT SHOWN FOR CLARITY)

PILE JACKET DETAILS (3 OF 3)

B1-7

LEGEND

SECTION A-A

#4 U-BAR

STRUCTURAL CATHODIC PILE JACKET DETAIL

NOTES:

EXISTING STRUCTURAL ELEMENT

NEW STRUCTURAL ELEMENT

DETAIL 1

DETAIL 1 NOTES:

ACCEPTED BY THE ENGINEER PRIOR TO BEGINNING ANY WORK.

4. ALL EXISTING PILE DIMENSIONS SHALL BE FIELD VERIFIED AND

REMOVED AND REPLACED AT THE DISCRETION OF THE ENGINEER.

CRACKS. IF CRACKING OCCURS, CHAMFER MATERIAL SHALL BE

3. JACKET CHAMFER SHALL HAVE A NEAT LINE AND BE FREE OF

457-3.2 OF THE FDOT SPECIFICATIONS.

2. SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION

OR MISALIGNED. TO BE REMOVED AFTER CURING.

ON THE STANDOFFS HEADS SO THE FORM WILL NOT BE DEFORMED

1. PROVIDE HOLES IN THE WOOD STIFFBACKS TO RELIEVE PRESSURE

ROUTE TO TERMINAL BOX.

3. INSTALL TWO GROUND CONNECTIONS ON CAGE STEEL PER SECTION 457 OF THE SPECIFICATIONS AND

2. WIRE TIE ALL INTERSECTIONS OF VERTICAL BARS AND U-BARS.

JUNCTION BOX (SEE DETAIL A, PILE JACKET DETAILS (2 OF 3) SHEET).

1. PROVIDE ELECTRICAL CONTINUITY BETWEEN THE NEW AND EXISTING STEEL AT THE PVC TERMINAL

NOTES:

REINFORCING FOR JACKETS SHALL BE AS DETAILED ON THIS SHEET.

5. FILLER FOR JACKETS SHALL BE IN ACCORDANCE WITH FDOT SP 457.

MINIMUM COVER.

4. TRIM EXCESS LENGTH AFTER EMBEDMENT AS REQUIRED TO PROVIDE 1"

3. NO FLAME CUTTING OF REINFORCING STEEL WILL BE ALLOWED.

2. WIRE TIE ALL INTERSECTIONS OF DOWEL AND REINFORCING CAGE.

PILE REINFORCEMENT.

JACKET. MAINTAIN ELECTRICAL ISOLATION BETWEEN DOWEL AND EXISTING

WITH THE PILE LENGTH EXTENDING FROM THAT PARTICULAR END OF THE

AT A POINT WHERE STRAND AND CONCRETE IS INTACT AND CONTINUOUS

1. EMBED DOWEL WITH EPOXY, IN ACCORDANCE WITH SPECIFICATIONS 937,

TOP OF JACKET EL. 3.00

REINFORCING STEEL TO TERMINAL BOX

BULK ANODE, ANODE MESH AND

PVC CONDUIT TO ROUTE WIRES FROM

AA

(CATHODIC COMPONENTS NOT SHOWN FOR CLARITY)

PILE JACKET DETAILS (3 OF 3)

B1-7

LEGEND

SECTION A-A

#4 U-BAR

STRUCTURAL CATHODIC PILE JACKET DETAIL

NOTES:

EXISTING STRUCTURAL ELEMENT

NEW STRUCTURAL ELEMENT

DETAIL 1

DETAIL 1 NOTES:

ACCEPTED BY THE ENGINEER PRIOR TO BEGINNING ANY WORK.

4. ALL EXISTING PILE DIMENSIONS SHALL BE FIELD VERIFIED AND

REMOVED AND REPLACED AT THE DISCRETION OF THE ENGINEER.

CRACKS. IF CRACKING OCCURS, CHAMFER MATERIAL SHALL BE

3. JACKET CHAMFER SHALL HAVE A NEAT LINE AND BE FREE OF

457-3.2 OF THE FDOT SPECIFICATIONS.

2. SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION

OR MISALIGNED. TO BE REMOVED AFTER CURING.

ON THE STANDOFFS HEADS SO THE FORM WILL NOT BE DEFORMED

1. PROVIDE HOLES IN THE WOOD STIFFBACKS TO RELIEVE PRESSURE

ROUTE TO TERMINAL BOX.

3. INSTALL TWO GROUND CONNECTIONS ON CAGE STEEL PER SECTION 457 OF THE SPECIFICATIONS AND

2. WIRE TIE ALL INTERSECTIONS OF VERTICAL BARS AND U-BARS.

JUNCTION BOX (SEE DETAIL A, PILE JACKET DETAILS (2 OF 3) SHEET).

1. PROVIDE ELECTRICAL CONTINUITY BETWEEN THE NEW AND EXISTING STEEL AT THE PVC TERMINAL

NOTES:

REINFORCING FOR JACKETS SHALL BE AS DETAILED ON THIS SHEET.

5. FILLER FOR JACKETS SHALL BE IN ACCORDANCE WITH FDOT SP 457.

MINIMUM COVER.

4. TRIM EXCESS LENGTH AFTER EMBEDMENT AS REQUIRED TO PROVIDE 1"

3. NO FLAME CUTTING OF REINFORCING STEEL WILL BE ALLOWED.

2. WIRE TIE ALL INTERSECTIONS OF DOWEL AND REINFORCING CAGE.

PILE REINFORCEMENT.

JACKET. MAINTAIN ELECTRICAL ISOLATION BETWEEN DOWEL AND EXISTING

WITH THE PILE LENGTH EXTENDING FROM THAT PARTICULAR END OF THE

AT A POINT WHERE STRAND AND CONCRETE IS INTACT AND CONTINUOUS

1. EMBED DOWEL WITH EPOXY, IN ACCORDANCE WITH SPECIFICATIONS 937,

TOP OF JACKET EL. 3.00

REINFORCING STEEL TO TERMINAL BOX

BULK ANODE, ANODE MESH AND

PVC CONDUIT TO ROUTE WIRES FROM

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

TYPE I

REPAIR

(VERTICAL)

TYPE III

REPAIR

(EXISTING) (PROPOSED)

CONCRETE SPALL

CONCRETE SPALL

EXIST. STIRRUP

EXIST. BAR

MORTAR/CONCRETE

PORTLAND CEMENT

PATCH W/ POLYMER MODIFIED

CUT EXISTING CONCRETE AND

CONCRETE SPALL REPAIR

TYPE III

REPAIR

SPALL REPAIR

CONCRETE

TYPE II

REPAIR

CONCRETE SPALL

CONCRETE SPALL REPAIR

MORTAR/CONCRETE

PORTLAND CEMENT

PATCH W/ POLYMER MODIFIED

CUT EXISTING CONCRETE AND

EXISTING MAIN REINFORCING

EXISTING STIRRUP

REINFORCING

EXIST. SLAB

CONC. DECK

MORTAR/CONCRETE

PORTLAND CEMENT

PATCH W/ POLYMER MODIFIED

CUT EXISTING CONCRETE AND

RECOMMENDED LAYOUT

B1-8

SPALL REPAIR DETAILS

REPAIR TYPE I

QTY

DETAIL - TYPICAL SPALL REPAIR CONFIGURATIONS

BENT CAP SPALL REPAIRS

BENT

(L x H x D)

DIMENSIONS

1 2'-0" x 1'-0" x 6" 1

TYPICAL BENT CAP SPALL REPAIRS

NOTES:

(SUPERSTRUCTURE SPAN AHEAD SHOWN, SPAN BACK NOT SHOWN FOR CLARITY)

LOCATION

1'-0" x 1-6" x 3"

1'-0" x 6" x 6"

EAST OVERHANG, TOP SIDE

WEST OVERHANG, BOTTOM SIDE

TYPE

REPAIR

I

I

III

QTYSPAN

(L x H x D)

DIMENSIONS

1 1

LOCATION

TYPE

REPAIR

II

DECK COPING SPALL REPAIRS

WEST SIDE 6" x 6" x 3"

WEST SIDE

EAST SIDE

6" x 6" x 3"

6" x 6" x 3"

II

II

WEST SIDE

EAST SIDE

6" x 6" x 3"

6" x 6" x 3"

II

II

REPAIR TYPE III

REPAIR TYPE II

EAST OVERHANG, BOTTOM SIDE

VERTICAL EDGE.

CONCRETE TO CURE FOR AT LEAST 72 HOURS BEFORE PROCEEDING TO REPAIR THE

DO NOT PERFORM REPAIRS SIMULTANEOUSLY. REPAIR TOP EDGES FIRST. ALLOW

BE INCLUDED IN THE UNIT PRICE OF PAY ITEM 401-70-2.

COST ASSOCIATED WITH THE SPALL REPAIR PROCESS DOCUMENTATION SHALL

2. SUBMIT PHOTOS TO THE COUNTY DOCUMENTING THE SPALL REPAIR PROCESS.

FIT LOCATION. EPOXY SHALL BE ON THE FDOT APPROVED PRODUCTS LIST.

LENGTH SHALL BE A MINIMUM OF 4" AND MAY REQUIRE TO BE FIELD-BENT TO

AND EPOXY INTO PLACE OR LAPPED WITH A LAP SPLICE OF 12". EMBEDED

BE REMOVED AND REPLACED WITH SAME SIZE BAR. NEW BAR CAN BE DRILLED

1. IF EXISTING REINFORCING EXHIBITS MORE THAN 20% SECTION LOSS, IT SHALL

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

margarcia 7/21/2025 V:\2158\active\215811087\Bridge034122\4500209720\struct\B1ScourDetail01.dgn

4500209720

3:27:10 PM

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STANTEC CONSULTING SERVICES, INC.

P.E. License No. 65204

MOHIT SONI, P.E

COLLIER COUNTY

BRIDGE NO. 034122

CR 92

2T

FILTER FABRIC

BEDDING STONE

1'-0" MIN.

VARIES 1'-6" MIN.)

T (THICKNESS

2'-0" MIN.

BEDDING STONE

MIN.

1'-0"

6" TO TOP OF

TO ¡ SPLICE

6'-0" MIN.

SAND-CEMENT RIPRAP

CEMENT RIPRAP

DRIVEN THROUGH SAND-

#4 REBAR @ 1'-6" C/C

RUBBLE RIPRAP

(TYP.)

SPLICE

FABRIC

FILTER

CONCRETE PILE (TYP.)

PRESTRESSED

EXIST. 12" SQ.

BEDDING STONE

1'-0" MIN.

BERM

3'-0" MIN.

PILE

ELEVATION AT FACE OF

MATCH EXIST. RIPRAP

TOP OF BERM TO

RIPRAP TO REAMIN

EXIST. SAND-CEMENT

FABRIC

INSTALLATION OF THE FILTER

COATING IMMEDIATELY PRIOR TO

FILTER FABRIC WITH BITUMINOUS

(*) COAT AREA BETWEEN PILE AND

2T

BEDDING STONE

1'-0" MIN.

BOTTOM OF CHANNEL

TO MATCH EXIST.

TOP OF RUBBLE RIPRAP

FABRIC

FILTER

VARIES) (1'-6" MIN.)

T (THICKNESS

FABRIC

FILTER

BEDDING STONE

BETWEEN PILES, TO REMAIN

RIPRAP PLACED VERTICALLY

EXISTING SAND-CEMENT

AGENCIES.

ACB SYSTEM MUST BE APPROVED BY FDOT/PERMITTING

TO MATCH EXISTING BOTTOM OF CANAL. THE USE OF EQUIVALENT

STONE, FILTER FABRIC, RUBBLE RIPRAP). TOP OF ACB SYSTEM

SHOWN RUBBLE RIP RAP SLOPE PROTECTION SYSTEM (BEDDING

SYSTEM (ACB) MAY BE PROPOSED IN LIEU OF THE CURRENTLY

3. AN EQUIVALENT ARTICULATED CONCRETE BLOCK REVETMENT

IN THE UNIT PRICE OF PAY ITEM 530-074.

COST ASSOCIATED WITH CHANNEL SURVEY SHALL BE INCLUDED

B. AFTER INSTALLATION OF PROPOSED SCOUR PROTECTION.

A. PRIOR TO INSTALLATION OF PROPOSED SCOUR PROTECTION,

2. PERFORM CHANNEL SURVEY AS FOLLOWS:

ACCORDANCE WITH SPECIFICATIONS SECTION 514.

SPECIFICATIONS SECTION 985. SPLICE LENGTH SHALL BE IN

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

CONC. PILE

PRESTRESSED

EXIST. 12" SQ.

VARIES 1'-6" MIN.)

T (THICKNESS

CHANNEL

EXIST. BOTTOM OF

CHANNEL (MATCH)

EXIST. BOTTOM OF

RIPRAP TO REAMIN

EXIST. SAND-CEMENT

2T

NOTES:

MLW

1'-0" (MIN.) TRENCH BELOW

EMBED REBAR

RIPRAP

SAND-CEMENT

SCOUR PROTECTION DETAILS

TYPICAL SECTION TROUGH ¡ BRIDGE

B1-9

TYPICAL DETAIL AROUND PILES TYPICAL END SECTION ALONG CANAL

A e c c

D b

C o g o

P o in t

(A e c c

La n d

A e c c

D b

C o g o

P o in t

(A e c c

La n d

A e c c

D b

C o g o

P o in t

(A e c c

La n d

A e c c

D b

C o g o

P o in t

(A e c c

La n d

WORK AREA

85' (BN 034122)

200' 200'

155'

12 13 14 14+21

100'245'

SYMBOLS:

WORK AREA

GENERAL NOTES:

N

LANE IDENTIFICATION & DIRECTION OF TRAFFIC

CHANNELIZING DEVICE (SEE INDEX NO. 102-600)

WORK ZONE SIGN

END

ROAD WORK

W20-4

FLAGGER

W20-7

W20-1F G20-2

MOT-13-06

SPEEDING FINES

DOUBLED

WHEN WORKERS

PRESENT

AHEAD

WORK

ROAD

AHEAD

ROAD

ONE LANE

END

ROAD WORK

TED CURCIE ROAD

PHASE I

DEVICES IS 50'.

SPACING BETWEEN CHANNELIZING

OPPOSITE HAND)

- EASTBOUND LANE -CURCIE ROAD / SOUTHBOUND LANE CR 92 SIMILAR BUT

(WESTBOUND CURCIE ROAD / NORTHBOUND LANE - CR 92 DIRECTION SHOWN

(PHASE II AS MODIFIED IN NOTES BELOW)

W20-1F

AHEAD

WORK

ROAD

TYPE III BARRICADE

C R

W20-4

AHEAD

ROAD

ONE LANE

W20-7

G20-2

CHANNELIZING DEVICES IS 25'.

SPACING BETWEEN

(BUFFER)(TAPER)

G20-2

END

ROAD WORK

W20-1F

AHEAD

WORK

ROAD

MOT-13-06

SPEEDING FINES

DOUBLED

WHEN WORKERS

PRESENT

W20-4

AHEAD

ROAD

ONE LANE

W20-7

24" WHITE LINE

24" WHITE LINE

24" WHITE LINE

0 40' 80'

B1-10

SN 05/2021

AM 05/2021

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY PROJECT ID

COLLIER COUNTY

CH 07/2021

DH 07/2021

4500209720 COLLIER CR 92

TEMPORARY TRAFFIC CONTROL PLAN STANTEC CONSULTING SERVICES, INC.

CHRIS E. BROCKMEIER, P.E.

P.E. LICENSE NO. 80986

NAPLES, FL. 34105

3510 KRAFT ROAD, SUITE 200

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CONSTRUCTION.

BE APPLIED IN ACCORDANCE TO FDOT REQUIREMENTS AND RECOMMENDATIONS PER SECTION 709 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE PAVEMENT MARKING MATERIAL SHALL BE TWO COMPONENT REACTIVE MARKINGS AND MATCH THE EXISTING COLOR, TYPE, AND SIZE. PAVEMENT MARKINGS SHALL

THE CONTRACT. CONTRACTOR SHALL REPLACE PAVEMENT MARKINGS WITHIN THE BRIDGE DECK CONSTRUCTION LIMITS PRIOR TO SUBSTANTIAL COMPLETION OF 13.

SIGNS TO BE COVERED WHEN NOT IN USE FOR ACTIVE LANE CLOSURE OPERATION.12.

WORK ZONE POSTED SPEED: 30 MPH

CR 92 ROAD POSTED SPEED: 45 MPH.

CURSIE ROAD POSTED SPEED: 30 MPH.11.

CONTRACTOR IS REQUIRED TO COMPLY WITH COLLIER'S COUNTY ROAD LANE CLOSURE POLICIES, AND OBTAIN REQUIRED ROW PERMITS.10.

FT.WHEN BUFFER SPACE CANNOT BE ATTAINED DUE TO GEOMETRIC CONSTRAINTS, USE THE GREATEST ATTAINABLE LENGTH, NOT LESS THAN 155 9.

LOCATION OF FLAGGERS AND FLAGGER SIGNS SHALL BE IN ACCORDANCE WITH FDOT DESIGN STANDARDS INDEX 102-603.

FLAGGERS ARE THE SOLE MEANS OF ONE-WAY CONTROL, THE FLAGGERS MUST BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TIMES.

8. FLAGGERS MAINTENANCE OPERATIONS SHALL BE IMPLEMENTED TO THE TEMPORARY TRAFFIC CONTROL THROUGHOUT THE PROJECT LIMITS, AS NECESSARY. WHEN

7. CONTRACTOR SHALL MAINTAIN A DRIVABLE ROADWAY SURFACE TO PROVIDE ACCESS TO LOCAL AND EMERGENCY VEHICLES AT ALL TIMES OF THE DAY.

KEY CONTACT INFORMATION AND APPROVAL OF CONTRACTOR TO UTILIZING PART OF THE PROPERTY FOR STAGING / LAYDOWN AREA AS PART OF THE PROJECT.

ENTRANCE GATE CONTRACTOR SHALL COORDINATE WITH COLLIER COUNTY AND NATIONAL PARK SERVICES PRIOR TO COMMENCING CONSTRUCTION TO VERIFY 6.

PUBLIC ACCESS TO BUSINESSES, RESIDENCES, AND SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.5.

FOR GENERAL TRAFFIC CONTROL ZONE REQUIREMENTS AND ADDITIONAL INFORMATION REFER TO INDEX NO. 102-600, 102-603 AND 102-604.4.

ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS OPERATING.

HIGH- INTENSITY THE TWO CHANNELIZING DEVICES DIRECTLY IN FRONT OF THE WORK AREA MAY BE OMITTED PROVIDING VEHICLES IN THE WORK AREA HAVE 3.

CONTRACTOR SHALL NOTIFY THE COLLIER COUNTY ENGINEER A MINIMUM OF TWO WEEKS IN ADVANCE OF ANY LANE CLOSURES.2.

WORK THAT IS TO BE PERFORMED FROM THE WATERWAY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ACCESS VIA PUBLIC OR PRIVATE BOAT RAMP.

CONFINED TO PILE JACKETING SYSTEM WITH CATHODIC PROTECTION ON ALL PILES, AND APPLICATION OF METHACRYLATE MONOMER TO BRIDGE DECK. FOR

OPERATIONS ARE WORK OPERATIONS SHALL BE CONFINED TO ONE TRAFFIC LANE WHEN NECESSARY, LEAVING THE ADJACENT LANE…