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AIRPORT

REGIONAL

DAYTONA BEACH

C lyde M orris B lvd

FS

Morris Blvd.

Ma son A ve.

REVILO

Exit

Exit

A T

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SHORES

DAYTONA BEACH

IN

T R A C O

A S T A L W

A T E R

W A Y

483 4040

5A

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DAYTONA

SOUTH

Pop. 13,177

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HOLLY

Pop. 12,119

Bi g Tr ee R d.

DAYPORT

N

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

10:41:30 AM c:\transystems\pw_local\transyscorp-pw1\d1510817\KeySheet01.DGN4/20/2026

BEE LINE

EXPRESSWAY

F

LO

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ID

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IK

E

PENSACOLA

FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

LAKE CITY 295

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOW

ST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

STRUCTURE SHOP DRAWINGS

SHEET DESCRIPTIONSHEET NO.

ROAD AND BRIDGE DEPARTMENT

BRIDGE NO. 794004

VICINITY MAP

REVISIONS:

COUNTY OF VOLUSIA

PORT ORANGE

ORMOND BEACH

PROJECT LOCATION

0 1 2

MILES

T14S

T15S

T14S

T15S

R

E

R

E

R

E

R

E

DELAND

CONTRACT PLANS

INDEX OF PLANS

VOLUSIA COUNTY PROJECT MANAGER

STATEMENT OF WORK

ROBERT FALK, P.E.

Public Works Department

PROJECT NO.

YEAR

FISCAL

NO.

SHEET

B-1

GOVERNING STANDARD SPECIFICATIONS:

RSQ NO.

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

ZE

UGIRDOR .M EILAT

A

N

STATE OF

R E

E

NI

GNE LANOIS

SEF

O

R P

ESNECIL

ADIROLF

No 70945

20-SQ-119SR PC4085

ON THE ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

MAIN STREET BRIDGE OVER HALIFAX RIVER

MAIN STREET BRIDGE DECK REPAIRS

CERTIFICATE OF AUTHORIZATION NO. 5564

VENDOR NO. 251613591

(954) 653-4700

FORT LAUDERDALE, FLORIDA 33309

3230 W. COMMERCIAL BLVD., SUITE 450

GFT INFRASTRUCTURE, INC.

PLANS PREPARED BY:

NATALIE M. RODRIGUEZ, P.E. NO. 70945

FORT LAUDERDALE, FL 33309

3230 WEST COMMERCIAL BLVD, SUITE 450

GFT INFRASTRUCTURE, INC.

VOLUSIA.

DECISION MAKING SHALL BE TAKEN TO MEAN THE COUNTY OF

REFERENCES TO FDOT OR ENGINEER RESPONSIBILITY FOR

HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

CONSTRUCTION AT THE FOLLOWING WEBSITE:

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

FLORIDA DEPARTMENT OF TRANSPORTATION, JANUARY 2026

(954) 653-4700

FORT LAUDERDALE, FLORIDA 33309

SUITE 450

3230 W. COMMERCIAL BLVD.

GFT INFRASTRUCTURE, INC.

NATALIE M. RODRIGUEZ, P.E. 70945

TO BE SUBMITTED TO:

SHEET DESCRIPTIONSHEET NO.

SHEET DESCRIPTIONSHEET NO.

EXISTING BRIDGE PLANS

STANDARD PLANS

458-110 EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD

BX-9 THRU BX-12

BX-1 THRU BX-8

B-8

B-7

B-6

B-5

B-4

B-3

B-2

B-1

SPAN 47 REPAIR DETAILS (3 OF 3)

SPAN 47 REPAIR DETAILS (2 OF 3)

SPAN 47 REPAIR DETAILS (1 OF 3)

GENERAL PLAN AND ELEVATION WITH WORK IDENTIFICATION

POURED JOINT EXPANSION DETAILS

GENERAL NOTES (2 OF 2)

GENERAL NOTES (1 OF 2)

KEY SHEET

(NOT INCLUDED IN THIS SUBMITTAL)

VOLUSIA COUNTY DETOUR PLAN

SELECTED EXISTING BRIDGE PLANS

SIDEWALK, AND RAILING IN SPAN 47.

NECESSARY TO REPLACE THE EASTBOUND DECK,

AND MATERIALS AND PERFORMING ALL OPERATIONS

FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES,

THE WORK UNDER THIS CONTRACT INCLUDES

T H

F

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MATERIAL WILL NOT FALL INTO OR BE PLACED IN THE CHANNEL.

WHICH REMAINS HIS PROPERTY. TAKE DUE CARE TO ENSURE THAT REMOVED

FEDERAL) NECESSARY FOR AND RELATED TO REMOVAL AND DISPOSAL OF MATERIAL

RESPONSIBLE FOR OBTAINING, AT HIS COST, ALL PERMITS (LOCAL, STATE AND

REMAIN THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE

UNLESS NOTED OTHERWISE, ALL MATERIALS REMOVED FROM THE PROJECT WILL

OF THE PROJECT.

PROVIDE SAFE ACCESS FOR THE COUNTY AT ALL TIMES FOR THEIR INSPECTION

THEIR ORIGINAL CONDITIONS, TO THE SATISFACTION OF THE COUNTY.

CONSTRUCTION ACTIVITIES, ANY DISTURBED AREAS SHALL BE RESTORED TO

PHOTOGRAPHS OF THE AREA TO THE COUNTY. UPON COMPLETION OF

ANTICIPATED STAGING AREAS AND SUBMIT A REPORT THAT INCLUDES

PRIOR TO THE START OF CONSTRUCTION, DOCUMENT THE CONDITION OF ALL

AT NO ADDITIONAL COST.

THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE COUNTY

EXISTING REINFORCING. IF ANY ELEMENTS ARE DAMAGED BY THE CONTRACTOR,

WHICH ARE TO BE REMOVED AND REUSED, OR REMAIN IN PLACE, INCLUDING

EXERCISE SPECIAL CARE TO NOT DAMAGE ANY ELEMENTS OF THE STRUCTURE

PRIOR TO START OF CONSTRUCTION.

ONE-CALL FLORIDA AS REQUIRED BY CHAPTER 556 OF THE FLORIDA STATUTES

THERE ARE UTILITIES ON AND AROUND THE STRUCTURE. CONTACT SUNSHINE

USED FOR POLLUTION AND EROSION CONTROL DURING CONSTRUCTION.

4. AT THE COMPLETION OF THE PROJECT, REMOVE ANY TEMPORARY MATERIAL

IMMEDIATELY.

CONTAMINATED SOIL/GROUNDWATER IS ENCOUNTERED, CONTACT THE COUNTY

SPILLING INTO SURFACE WATERS. IF A SPILL DOES OCCUR, OR IF

PREVENT POTENTIAL POLLUTANTS (FUEL, LUBRICANTS, HERBICIDES, ETC.) FROM

WHAT MANAGEMENT PRACTICES AND CONTAINMENT METHODS WILL BE USED TO

REPORTING, AND RESPONSE AS REQUIRED BY THE SPECIFICATIONS. SPECIFY

EQUIPMENT AND MATERIAL, TOXIC SUBSTANCE AND SPILL CONTAINMENT

3. SUBMIT TO THE COUNTY AN EROSION CONTROL PLAN AS FOR STAGING OF

DISCHARGE OR MATERIALS TO FALL INTO THE WATER BODY.

IMPACTS WILL OCCUR. THE CONTRACTOR SHALL NOT ALLOW, AT ANY TIME, ANY

2. ENSURE WATER QUALITY STANDARDS ARE MAINTAINED AND NO OFF-SITE

ACTIVITIES.

SPECIFICATIONS, FOR APPROVAL PRIOR TO COMMENCING ANY CONSTRUCTION

1. SUBMIT A POLLUTION CONTROL PLAN TO THE COUNTY, IN ACCORDANCE WITH THE

BE FURNISHED BY THE CONTRACT DOCUMENTS.

FAILURE TO INCLUDE IN BID ALL ITEMS AND MATERIALS WHICH ARE REQUIRED TO

UNDER THIS CONTRACT. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF

CONDITION AND TO JUDGE THE EXTENT AND NATURE OF THE WORK TO BE DONE

VISIT SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH THE PRESENT

THEIR WORK.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR FABRICATION AND FIT OF

FAILURE TO FIELD VERIFY DIMENSIONS WILL NOT BE JUSTIFICATION FOR CLAIMS.

CONDITIONS REQUIRED TO PERFORM THE WORK.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND

PLANS. THEY ARE INTENDED FOR INFORMATION AND ESTIMATING PURPOSES ONLY.

DIMENSIONS SHOWN IN THE PLANS WERE OBTAINED FROM EXISTING BRIDGE

ENSURE SAFE OPERATIONS ON THE APPROVED OPERATING SCHEDULE.

RESTRICTIONS PLAN APPROVED BY THE USCG. COORDINATE ACTIVITIES TO

BRIDGE TENDER DURING CONSTRUCTION AND OPERATED PER THE CHANNEL

THE BRIDGE WILL BE CONTINUOUSLY MANNED BY A VOLUSIA COUNTY-EMPLOYED

SUBSTRUCTURE - EXTREMELY AGGRESSIVE

SUPERSTRUCTURE - EXTREMELY AGGRESSIVE

THROUGHOUT THE DURATION OF CONSTRUCTION.

THE NAVIGATION CHANNEL MUST NOT BE RESTRICTED TO NAVIGATION

SPECIFICATIONS SHALL BE AMENDED TO MEAN THE COUNTY OF VOLUSIA.

DOCUMENTS. THE DEFINITION OF DEPARTMENT IN ARTICLE 1-2 OF THE

SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED BY CONTRACT

REVISED INDEX DRAWINGS AS APPENDED HEREIN, AND JANUARY 2026 STANDARD

FLORIDA DEPARTMENT OF TRANSPORTATION FY2026-27 STANDARD PLANS AND

SPECIFICATIONS SECTION 931.

1. REINFORCING STEEL: GRADE 60 CARBON STEEL PER FDOT

OF THE ENGINEER.

JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL

INDICATED IN THE EXISTING PLANS. ADDITIONAL CONSTRUCTION

CONSTRUCTION JOINTS SHALL BE PERMITTED ONLY AT THE LOCATIONS

CONSTRUCTED.

PROVIDE FINAL AS-BUILT PLANS WHICH INDICATE HOW THE PROJECT WAS

MAY NOT BE AUTHORIZED.

THE DRAWBRIDGE OPENINGS. EXTENDED WATERWAY AND/OR BRIDGE CLOSURES

LIMITED TO REQUESTING SINGLE-LEAF OPENINGS, OR TEMPORARY CHANGES TO

TO USCG. A CHANGE TO THE DRAWBRIDGE OPERATIONS INCLUDES BUT NOT

ANY CHANGES TO DRAWBRIDGE OPERATIONS REQUIRES 90 DAYS ADVANCE NOTICE

JENNIFER.N.ZERCHER@USCG.MIL

(305) 415-6740

SOUTHEAST DISTRICT BRIDGE ADMINISTRATION

MS. JENNIFER ZERCHER

D07-DG-SECJAX-WATERWAYS@USCG.MIL

(904) 714-7616

WATERWAYS MANAGEMENT DIVISION

USCG SECTOR JACKSONVILLE

SUBMIT ALL CORRESPONDENCE TO THE FOLLOWING CONTACTS:

EMAIL TO USCG, AND RECEIVE USCG APPROVAL, BEFORE BEGINNING ANY WORK.

ENGINEER- APPROVED PLAN AND USCG PRE- CONSTRUCTION CHECKLIST FORM VIA

APPROVED BY THE ENGINEER PRIOR TO SUBMITTAL TO THE USCG. SEND THE

MAINTENANCE OF CHANNEL TRAFFIC PLAN SHALL BE PRESENTED TO AND

ARE REQUESTED, IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. THIS

NAVIGATION WITH ADVANCE NOTICE (2, 4, 6 HOURS) WHEN SINGLE-LEAF OPENINGS

CONTRACTOR SHALL BE PREPARED TO OPEN THE CHANNEL TO UNRESTRICTED

PROVIDE THE LEAST INTERRUPTION TO THE NORMAL OPERATION OF TRAFFIC. THE

CONSTRUCTION. SUBMIT TO THE ENGINEER A PLAN AND SCHEDULE THAT WILL

AFFECT THE WATERWAY AND 45 DAYS PRIOR TO THE COMMENCEMENT OF

NO LESS THAN 60 DAYS IN ADVANCE OF ACTIONS WHICH WOULD POTENTIALLY

THE U.S. COAST GUARD (USCG) SECTOR JACKSONVILLE WATERWAYS MANAGEMENT

ANY CHANNEL RESTRICTION (HORIZONTAL OR VERTICAL) SHALL BE APPROVED BY

3. PROPOSED STAGING OR STORAGE AREAS SHALL BE APPROVED BY THE COUNTY.

REQUIREMENTS OR THE OFF SITE STAGING AREA.

ADDITIONAL COMPENSATION WILL BE PAID FOR SPECIAL DELIVERY

ASSOCIATED SHORELINE (MEAN HIGH WATER ELEVATION) LIMITS. NO

LOCATED OUTSIDE THE LIMITS OF THE INTRACOASTAL WATERWAY AND ITS

LIMITED TO STOCKPILING, STAGING, AND VEHICULAR ACCESS SHALL BE

2. ALL NON-WATER BASED CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT

APPROPRIATE BOAT LAUNCHING FACILITY.

PROVIDED BY THE CONTRACTOR. VESSEL ACCESS SHALL BE COMPLETED VIA AN

MAY REQUIRE THE USE OF WATER BORNE CRAFT AND OFF SITE STAGING AREA

1. CONSTRUCTION ACCESS IS LIMITED. DELIVERY OF MATERIAL AND EQUIPMENT

OF THE SPECIFICATIONS.

REMOVAL OF EXISTING BRIDGES IN SECTION 110 AND SECTION 400

3. PREPARE ALL SURFACES FOR NEW CONCRETE IN ACCORDANCE WITH

DIAPHRAGM DOWELS.

PROTECT AND REUSE ALL EXISTING BEAM STIRRUPS AND

TRANSVERSE REINFORCING STEEL LAPPED IN THE NEW DECK.

2. EXISTING REINFORCING STEEL: PROTECT AND REUSE ALL EXISTING

AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

CONDITIONS. VERIFY THIS DATA BEFORE BEGINNING CONSTRUCTION

EXISTING BRIDGE AND MAY NOT REPRESENT THE AS-BUILT

DETAILED IN THE ORIGINAL CONSTRUCTION PLANS OF THE

DIMENSIONS SHOWN ARE BASED ON THE INFORMATION AS

1. DIMENSION VERIFICATION: UNLESS OTHERWISE NOTED, THE

REMOVAL AND DISPOSAL OF MATERIAL WHICH REMAINS HIS PROPERTY.

PERMITS (LOCAL, STATE AND FEDERAL)NECESSARY FOR AND RELATED TO

CONTRACTOR IS RESPONSIBLE FOR OBTAINING,AT HIS COST, ALL REQUIREMENTS.

CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL

3. ALL WASTE MATERIALS COLLECTED SHALL BE PROPERLY DISPOSED OF BY THE

2. REMOVE AND DISPOSE ALL CONSTRUCTION MATERIALS FROM THE PROJECT SITE.

WATER AT CONTRACTOR EXPENSE.

FROM ENTERING THE WATERWAY. IMMEDIATELY REMOVE DEBRIS THAT FALLS IN

1. TAKE ALL RESPONSIBLE PRECAUTIONS TO PREVENT UNAUTHORIZED MATERIALS

BRIDGE NO. 794004

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

kjallali 4/13/2026 3:16:00 PM c:\transystems\pw_local\transyscorp-pw1\d1510817\B1GeneralNotes01.dgn

P.E. NO. 70945

3230 W. COMMERCIAL BLVD., SUITE 450

FORT LAUDERDALE, FLORIDA 33309

RJL

NMR

nmr sas

NATALIE M. RODRIGUEZ, P.E.

GFT INFRASTRUCTURE, INC.

ENVIRONMENT

DIMENSIONS

EXISTING ELEMENTS TO REMAIN

UTILITIES

DISPOSAL OF MATERIALS

PROVIDING ACCESS FOR COUNTY

RESTORATION OF DISTURBED AREAS

OPERATION OF EXISTING BRIDGE

SITE INSPECTION

CONSTRUCTION STAGING, WORK AREAS AND NOTESGOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS

ENVIRONMENTAL NOTES:

POLLUTION CONTROL

GENERAL NOTES (1 OF 2)

B-2

WATERWAY

EXISTING BRIDGE CONSTRUCTION CONSIDERATIONS

CONCRETE CLASS

IV f'c = 5500 psi

JOINTS IN CONCRETE

2. CONCRETE:

MATERIALS

STRENGTH

MIN. 28-DAY COMP.

IN STRUCTURE

LOCATION OF CONCRETE

SPAN 47

MAINTENANCE OF CHANNEL TRAFFIC

FINAL AS-BUILT DRAWINGS

STAY-IN-PLACE FORMS

STAY-IN-PLACE FORMS WILL NOT BE PERMITTED.

MAIN STREET BRIDGE DECK REPAIRS

F I

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AREAS AND ACTIVE WORK AREAS.

VEHICLES, PEDESTRIANS, BICYCLES, AND MARINE VESSELS AROUND STAGING

THIS PAY ITEM INCLUDES ALL WORK TO PROVIDE FOR SAFE MOVEMENT OF

ITEM 102-1 MAINTENANCE OF TRAFFIC:

LOCAL SAFETY ENVIRONMENTAL REGULATIONS.

AND EROSION CONTROL MEASURES. ADHERE TO ALL STATE, FEDERAL AND DEVICES

BUT NOT LIMITED TO SCAFFOLDING PLATFORMS, BARGES, DEBRIS CONTAINMENT

TO PROVIDE SAFE ACCESS FOR INSPECTION AND MATERIALS TESTING, INCLUDING

THIS PAY ITEM INCLUDES THE COST OF THE ITEMS, EQUIPMENT, ETC., REQUIRED

ITEM 101-1 MOBILIZATION:

BID ITEMS SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR BID ITEMS.

PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED IN THE INDIVIDUAL

5. RESTORE ANY WORK STAGING AREAS DAMAGED BY CONTRACTOR'S OPERATIONS.

4. INSTALL NEW POURABLE JOINT SEALANT AT BENTS 47 AND 48.

TO MATCH ADJACENT SPANS.

3. INSTALL NEW PAVEMENT MARKINGS ALONG THE NEW PORTION OF SPAN 47 DECK

NECESSARY TO PERFORM THE ABOVE TASK.

2. COORDINATE WITH THE COUNTY AND PROVIDE TEMPORARY TRAFFIC CONTROL

AND RAILING AS SHOWN ON SHEETS B-6 THRU B-8.

1. REPLACE FULL DEPTH CONCRETE IN EASTBOUND SPAN 47 DECK, SIDEWALK,

BRIDGE NO. 794004

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

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FORT LAUDERDALE, FLORIDA 33309

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GENERAL NOTES (2 OF 2)

PAY ITEM NOTES

SCOPE OF WORK

B-3

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JOINT OPENING (MEASURED IN FIELD)

BRIDGE DECK (TYP.)

TO ACCOMMODATE JOINT INSTALLATION

FORM MATERIAL (IF PRESENT) REMOVED

FOAM BACKER ROD

(PER SPI 458-110)

POURED JOINT MATERIAL

BRIDGE NO. 794004

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 4/13/2026 3:16:16 PM c:\transystems\pw_local\transyscorp-pw1\d1510817\Expansion Det.dgn

FORT LAUDERDALE, FLORIDA 33309

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B-4

TYPICAL SECTION THRU NEW JOINT

N.T.S.

LOCATION

WIDTH @ 70°

NOMINAL JOINT

MOVEMENT

TOTAL DESIGN

JOINT REPAIR NOTES:

JOINT DIMENSIONS

TABLE

POURED EXPANSION JOINT DATA

BRIDGE 794004

PER 10° F

ADJUSTMENT

DIM. "A"

BENT 47

BENT 48

1"

1"

POURED JOINT EXPANSION DETAILS

WORK THIS SHEET WITH STANDARD PLANS INDEX 458-110.4.

ACTUAL JOINT OPENING WILL VARY. VERIFY EXISTING JOINT WIDTHS.3.

THE METHOD OF MATERIAL REMOVAL WILL BE IN ACCORDANCE WITH FDOT SPECIFICATION SECTIONS 110-6.1.3 & 110-6.3. 2.

B. CLEAN EXISTING JOINT AND PROVIDE POURED JOINT WITH BACKER ROD SYSTEM (POURED JOINT)

A. REMOVE EXISTING JOINT EXPANSION AND SEAL MATERIAL.

EXPANSION JOINT REPAIR PROCEDURES SHALL PROCEED AS OUTLINED BELOW:1.

0.039"

0.039"

0.331"

0.331"

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SPAN 47

36'-6"

SPAN 48

36'-6"

SPAN 49

36'-6"

SPAN 50

36'-6"

SPAN 51

36'-6"

SPAN 52

36'-6"

SPAN 53

36'-6"

SPAN 54

36'-6"

SPAN 55

36'-6"

SPAN 48

36'-6"

SPAN 49

36'-6"

SPAN 50

36'-6"

SPAN 51

36'-6"

SPAN 52

36'-6"

SPAN 53

36'-6"

SPAN 54

36'-6"

SPAN 55

36'-6"

SPAN 47

36'-6"

BRIDGE NO. 794004

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

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FORT LAUDERDALE, FLORIDA 33309

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NOTE:

EXISTING SHOWN WITH SOLID LINES FOR CLARITY.

LEGEND:

# INDICATES WORK IDENTIFICATION

WORK IDENTIFICATION:

SHEETS B-6 THRU B-8 FOR DETAILS.

RAILING REPLACEMENT AT SPAN 47 INDICATED LOCATIONS. SEE

PERFORM FULL DEPTH EASTBOUND DECK, SIDEWALK AND

OF SPAN 47 DECK TO MATCH EXISTING ADJACENT SPANS.

INSTALL NEW PAVEMENT MARKINGS ALONG THE NEW PORTION

4 FOR DETAILS.

REPLACE EXPANSION JOINT SEAL FULL WIDTH. SEE SHEET B-

PARTIAL ELEVATION

PARTIAL PLAN

RAILING AND REPLACE IN KIND

REMOVE EXISTING EASTBOUND DECK, SIDEWALK AND

B E

N T

B E

N T

1 3

B E

N T

B E

N T

1 3

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

E N

D

B

E N

T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

E N

D

B

E N

T

BARRIER (TYP.)

TURBIDITY

GROUNDLINE

APPROXIMATE

GENERAL PLAN AND ELEVATION WITH WORK IDENTIFICATION

B-5

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6'-9" 6'-9" 6'-9" 6'-9"

36'-6"

6'-3" 10"

5"

5'-0"

1"

12'-0" 12'-0"

24'-0"

6'-9" 6'-9" 6'-9" 6'-9"

36'-6"

6'-3" 10"

5"

5'-0"

1"

12'-0" 12'-0"

24'-0"

¡ BRIDGE¡ BRIDGE

BRIDGE NO. 794004

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 4/15/2026 2:56:53 PM c:\transystems\pw_local\transyscorp-pw1\d1510817\Span 47 Repair.dgn

FORT LAUDERDALE, FLORIDA 33309

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LEGEND:

WORK IDENTIFICATION:

SPAN 47 REPAIR DETAILS (1 OF 3)

EXISTING

B-6

RAILING AND REPLACE IN KIND

REMOVE EXISTING EASTBOUND DECK, SIDEWALK, AND

SLOPE: 0.016 FT/FT SLOPE: 0.016 FT/FT

(LOOKING EAST)

NEW

3 1

SLOPE: 0.016 FT/FT SLOPE: 0.016 FT/FT

EXISTING TYPICAL SECTION THRU ROADWAY AT SPAN 47

(LOOKING EAST)

PROPOSED TYPICAL SECTION THRU ROADWAY SPAN 47

REPLACEMENT AT SPAN 47 INDICATED LOCATIONS.

PERFORM FULL DEPTH EASTBOUND DECK, SIDEWALK, AND RAILING 1

DECK TO MATCH EXISTING ADJACENT PLANS.

INSTALL NEW PAVEMENT MARKINGS ALONG THE NEW PORTION OF SPAN 47

F I

C I

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G I

T A

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G N

A L

D

L E

G

A

C

36'-6"

0 1/2 " 18'-2 1/2 "18'-2 1/2 " 0 1/2 "

N

36'-6"

0 1/2 " 18'-2 1/2 "18'-2 1/2 " 0 1/2 "

EXIST. INTERMEDIATE DIAPHRAGM

EXIST. END DIAPHRAGM

DIAPHRAGM

¡ SPAN & INTERMEDIATE

¡ BM 47-1

¡ BM 47-2

¡ BM 47-4

¡ BM 47-5

¡ ROADWAY

DIAPHRAGM

¡ SPAN & INTERMEDIATE

¡ BENT 48

¡ BM 47-1

¡ BM 47-2

¡ BM 47-4

¡ BM 47-5

¡ ROADWAY

¡ BENT 47¡ BENT 47

¡ BENT 48

¡ BM 47-3

TO REMAIN (TYP.) SEE NOTE 2

TO REMAIN (TYP.) SEE NOTE 2

9 ON SHEET B-8. (TYP.)

REPLACED. REFER TO NOTE

EXIST. DECK DRAIN TO BE

SAW CUT

" 2

1¡ BM 47-3 &

BRIDGE NO. 794004

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 4/15/2026 2:58:43 PM c:\transystems\pw_local\transyscorp-pw1\d1510817\Span 47 Repair 2.dgn

FORT LAUDERDALE, FLORIDA 33309

RJL

NMR

nmr

WORK IDENTIFICATION:

SPAN 47 REPAIR DETAILS (2 OF 3)

EXISTING

B-7

RAILING AND REPLACE IN KIND

REMOVE EXISTING EASTBOUND DECK, SIDEWALK, AND

EXISTING PLAN OF SPAN 47

REPLACEMENT AT SPAN 47 INDICATED LOCATIONS.

PERFORM FULL DEPTH EASTBOUND DECK, SIDEWALK, AND RAILING 1

PROPOSED PLAN OF SPAN 47

NEW

DECK TO MATCH EXISTING ADJACENT PLANS.

INSTALL NEW PAVEMENT MARKINGS ALONG THE NEW PORTION OF SPAN 47 3

3 1 3

1.

NOTES:

A

A

A

A

2.

TO PLAN SHEET BX-7 FOR EXISTING DIAPHRAGM DETAILS.

PROTECT AND RE-USE EXISTING STIRRUP BARS "G1" AND "G2". REFER

EXISTING END AND INTERMEDIATE DIAPHRAGMS ARE TO REMAIN.

FOR SECTION A-A REFER TO SHEET B-8.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

DOWEL DETAIL

CONSTRUCTION.

SIDEWALK. TEMPORARILY SUPPORT AS NEEDED DURING

PROTECT AND REUSE EXISTING 2IN. CONDUIT INSIDE THE 13.

OF SPAN 47 TO MATCH EXISTING ADJACENT SPANS.

12. INSTALL NEW PAVEMENT MARKINGS ALONG THE NEW PORTION

REPLACEMENT.

COMPLETION OF EASTBOUND DECK, SIDEWALK, AND RAILING

11. INSTALL NEW EXPANSION JOINT SEALANT FULL WIDTH UPON

SPECIFICATION 400-16.

TRAFFIC. COMPLY WITH CURING PROVISIONS OF

STRENGTH, CONCRETE BRIDGE DECK MAY BE OPENED TO

CYLINDER TEST RESULTS INDICATE 5500 PSI COMPRESSIVE

CYLINDERS TO MONITOR CONCRETE STRENGTH GAIN. WHEN

PER SPECIFICATION 346-5. PROVIDE SUFFICIENT TEST

COORDINATE MATERIAL TESTING. PREPARE TEST CYLINDERS

NOTIFY COUNTY 48 HOURS PRIOR TO SCHEDULED POURS TO

10. THE COUNTY WILL PROVIDE CONCRETE TESTING SERVICES.

EXISTING PLAN SHEET BX-8 FOR DECK DRAIN DETAIL.

SHALL MATCH THE SIZE OF THE EXISTING DRAINS. REFER TO

THE SAME LOCATIONS AS THE EXISTING DRAINS. NEW DRAINS

DECK DRAINS IN SPAN 47. PROVIDE NEW DECK DRAINS IN

9. PERFORM PRECONSTRUCTION SURVEY TO LOCATE EXISTING

SURFACE TO SURROUNDING CONCRETE SURFACES.

FINISHED ELEVATIONS, AND CROSS-SLOPES. MATCH REPAIR

8. FORM CONCRETE TO MATCH EXISTING DECK THICKNESS,

LIST.

REFER TO EXISTING PLAN SHEET BX-8 FOR DETAILS AND BAR

7. REPLACE EASTBOUND DECK, SIDEWALK, AND RAILING IN KIND.

ORIGINAL CROSS SECTIONAL AREA.

DIAPHRAGM DOWELS HAVE LOST MORE THAN 20% OF ITS

TRANSVERSE REINFORCING STEEL, BEAM STIRRUPS, OR

6. IMMEDIATELY NOTIFY THE ENGINEER IF EXISTING

WATER; AND REMOVE STANDING WATER WITH CLEAN AIR.

LAITANCES AND LOOSE CONCRETE FLUSH WITH POTABLE

ENTIRE CONTACT SURFACE TO REMOVE ALL CONTAMINANTS,

5. IMMEDIATELY PRIOR TO PLACING NEW CONCRETE, CLEAN

NEW CONCRETE.

SSPC-SP6 (COMMERCIAL BLAST) PRIOR TO INSTALLATION OF

IN ACCORDANCE WITH FDOT SECTIONS 400 AND 415 AND

4. CLEAN ALL EXPOSED EXISTING REINFORCING STEEL TO REMAIN

SATISFACTION OF THE ENGINEER.

3. REPAIR ANY DAMAGED REINFORCING STEEL TO THE

AGGREGATE FOR BONDING.

ROUGHENED TO PROVIDE 1/4" AMPLITUDE AND EXPOSE

BEAM, DECK, AND DIAPHRAGMS SHALL BE CLEANED AND

THE EXPOSED PORTION OF THE PRESTRESSED CONCRETE

2. REMOVE EXISTING CONCRETE PER SPECIFICATION 110-6.3.

ALONG THE EASTBOUND DROP-OFF HAZARD.

READILY AVAILABLE ON-SITE. PROVIDE SECURITY FENCING

DIRECTIONS, AND KEEP A MEANS OF MOVING THE BARRIERS

THE CLOSURE IN BOTH THE EASTBOUND AND WESTBOUND

REPLACEMENT. INSTALL A CONCRETE BARRIER TO ESTABLISH

TRAFFIC DURING EASTBOUND DECK, SIDEWALK, AND RAILING

1. CLOSE THE BRIDGE TO ALL VEHICULAR AND PEDESTRIAN

SPECIFICATIONS SECTION 926.

HOLE WITH TYPE E EPOXY COMPOUND IN ACCORDANCE WITH FDOT

ENCOUNTERED SHIFT THE HOLE TO CLEAR AND FILL THE UNUSED DRILLED

6. SHIFT/STAGGER DOWEL LOCATIONS AS NEEDED. WHERE REINFORCING STEEL IS

FDOT SPECIFICATIONS SECTIONS 416 AND 937.

DESIGNATED AS TYPE HV. SEE FDOT APPROVED PRODUCTS LIST (APL) AND

DOWELS SHALL BE SET IN A STRUCTURAL ADHESIVE BONDING COMPOUND 5.

FROM THE EDGE OF THE CONCRETE.

4. HOLES SHALL HAVE A MINIMUM OF 3 TIMES THE ANCHOR DIAMETER CLEARANCE

TENSION IN THE DOWEL BARS.

MINIMUM BE THE LENGTH REQUIRED TO DEVELOP A CAPACITY OF 1.25 X FY

3. LENGTH OF EMBEDMENT OF DOWEL BARS INTO EXISTING COCNRETE SHALL AT A

PLACING BONDING MATERIALS.

2. VERIFY HOLES FOR DOWEL BARS ARE THOROUGHLY CLEANED AND DRY PRIOR TO

ITS CROSS SECTIONAL AREA AND A SPLICE IS NOT FEASIBLE.

1. THIS DETAIL IS APPLICABLE WHEN THE EXISTING BAR EXHIBITS REDUCTION IN

� EXISTING BEAM 47-3

" CLR.4

3BOTT. REINF. 1

" CLR.4

1TOP REINF. 1

7" DECK SLAB

" CLR.4

3BOTT. REINF. 1

" CLR.4

1TOP REINF. 1

7" DECK SLAB

" CLR.4

3BOTT. REINF. 1

" CLR.4

1TOP REINF. 1

7" DECK SLAB

NEW DECK

TO REMAIN

EXISTING STRUCTURE

� EXISTING BEAM 47-3

TRANSVERSE REBAR

EXISTING

REUSED

2'-2" (MIN.) TO BE

REUSED

STIRRUP TO BE

SECTION A-A)

REBARS (SEE PROPOSED

LAP SPLICE WITH NEW

REBARS (TOP & BOTT.) TO

REUSE TRANSVERSE

REMOVE CONCRETE AND

BEAMS TO REMAIN

PRESTRESSED

EXISTING BEAMS TO REMAIN

PRESTRESSED

EXISTING

(TYP.)

2'-0" MIN. LAP

#5 @ 15" BARS A*

MANUFACTURER

BY ADHESIVE

DIAMETER AS REQUIRED

ANCHOR

PRODUCTS LIST ADHESIVE

TYPE HV QUALIFIED

EXISTING STRUCTUREPROPOSED STRUCTURE

PLACING NEW CONCRETE

AND CLEANED PRIOR TO

" AMPLITUDE 4

1ROUGHED TO A

CONCRETE SHALL BE

SURFACE OF EXISTING

"4

WHICHEVER IS LONGER)

ADHESIVE MANUFACTURER

PLANS OR AS REQUIRED BY

MINIMUM EMBEDMENT (PER

(TYP. BOTT.)

BARS D*

#4 @ 12"

BARS B*

#5 @ 15"

#4 @ 18" BARS D*

TRANSVERSE BARS C*

EXISTING TOP

SPACING TO LAP WITH

NEW #5 BARS C @ 15"

#5 @ 15" BARS C*

TRANSVERSE BARS B*

EXISTING BOTTOM

SPACING TO LAP WITH

NEW #5 BARS B @ 15"

(TOP AND BOTT.)

NEW #4 BARS D @ 12"

BARS A*

EXTISTING

LAP WITH

A @ 15" TO

NEW #5 BARS

EXISTING BARS A*

* SEE NOTE 7

VARIES (SEE PLANS)

BRIDGE NO. 794004

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 4/16/2026 9:00:06 AM c:\transystems\pw_local\transyscorp-pw1\d1510817\Span Repair.dgn

FORT LAUDERDALE, FLORIDA 33309

RJL

NMR

nmr

B-8

SPAN 47 REPAIR DETAILS (3 OF 3)

NEW

EXISTING

AND RAILING AND REPLACE IN KIND.

REMOVE EXISTING EASTBOUND DECK, SIDEWALK

EXISTING SECTION A-A

PROPOSED SECTION A-A

DOWEL NOTES:

NOTES:

/6 /2

:5

:0

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2026-27 SHEETINDEX EXPANSION JOINT SYSTEM -

POURED JOINT WITH BACKER ROD 11/01/23 1 2 458-110

vary, see Structures Plans)

Traffic Separator (Type and width

Separator with Poured Joint

Approximate shape of Traffic

Rod

Foam Backer

Approach Slab

Bridge Deck or

JOINT TREATMENT AT TRAFFIC SEPARATOR

PARTIAL SECTION ALONG � JOINT,

Post or Parapet

Face of Traffic Railing, Material

Poured Joint

Slab or Raised Sidewalk

Bridge Deck, Approach

Joint

Construction

HIGH SIDE OF DECK WITH SLOPES < 1%

JOINT TREATMENT AT LOW SIDE OF DECK OR

PARTIAL SECTION ALONG � JOINT

Post or Parapet

Face of Traffic Railing, Slab or Raised Sidewalk

Bridge Deck, Approach

Joint

Construction

DECK WITH SLOPES 1% OR GREATER

JOINT TREATMENT AT HIGH SIDE OF

PARTIAL SECTION ALONG � JOINT

2. Refer to the Structures Plans, Poured Expansion Joint Data Table for Dim. A @ 70° F.

Specification Sections 458 and 932 using Type D silicone sealant material.

1. Furnish and install Poured Joint With Backer Rod Expansion Joint Systems in accordance with

GENERAL NOTES:

(Typ.)

" R 4 recommendations) for opening per Manufacturer's

Foam Backer Rod (To be sized or Traffic Separator

Slab, Raised Sidewalk

Bridge Deck, Approach prior to joint installation

Form Material (if present) removed or Traffic Separator

Slab, Raised Sidewalk

Bridge Deck, Approach is greater.

recommendations, whichever ƀ" or per manufacturer's

Poured Joint Material

Angle Varies

Construction Joint

Foam Backer Rod

UpturnSlopeVaries

6"

1"

Poured Joint Material

Foam Backer Rod

SlopeVaries

1"

Poured Joint Material

TYPICAL SECTION THRU JOINT

Dim. A @ 70° F

/6 /2

:5

:0

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2026-27 SHEETINDEX EXPANSION JOINT SYSTEM -

POURED JOINT WITH BACKER ROD 07/01/13 2 2 458-110

See Note

Slab or Raised Sidewalk

Bridge Deck, Approach

" radius16 over bottom edge

1:2 slope & round

Bevel top edge @

CoverPlate

" Sidewalk4

Sleeve Anchors

" Long8 7" � x 28

Joint as required (Typ.)

Match skew angle of

Joint

Construction

Max.

3"

Structures Plans for Sidewalk Width and Skew

Sidewalk Cover Plate Length Varies - See

Max.

3"

Face of Parapet

Railing or Post or Front

Back Face of Traffic

Face of Parapet

Railing or Post or Front

Back Face of Traffic

Approach Slab

Bridge Deck or

(Typ. all corners) " Corner Clip4

Line

Gutter

Anchors (Typ.)

Sleeve

Traffic Railing

Front Face of facewithPouredJoint Approximateshape of curb

Approach Slab

Bridge Deck or

Cover Plate

Sidewalk

Structures Plans for Sidewalk Width and Skew

Sidewalk Cover Plate Length Varies - See

Line

Gutter

Anchor (Typ.)

Outside Corner

Anchor (Typ.)

Outside Corner

Approach Slab (similar)

Bridge Deck (shown)

Down Grade

Topof Sidewalk

Varies"2

1'-3"

3""2

SECTION A-A

FLUSH SIDEWALK DETAIL

PARTIAL SECTION ALONG � JOINT

PARTIAL PLAN VIEW

PARTIAL PLAN VIEW OF SKEWED JOINTS

PARTIAL PLAN VIEW OF NON-SKEWED JOINTS

RAISED SIDEWALK DETAIL

PARTIAL SECTION ALONG � JOINT

" Corner Clip (Typ. all corners)4

D o w n

G ra d e

Sidewalk Cover Plate

Bridge Deck or Approach Slab

Sleeve Anchors (Typ.)

F

D im

"A

F

Foam Backer Rod Construction Joint

Bridge Deck or Approach Slab

SidewalkCoverPlate

PouredJointMaterial

SlopeVaries

Sleeve Anchor spacing - 6" centers Max. (See Note) " Max.2 1" Max.2

A

A

2" Min

3" Max.

Sidewalk Cover Plate

Raised Sidewalk

Front Face of Traffic Railing

Skew Angle

F

D o w n

G r a d e

Tra ffi cRai ling

F

Front Face of Traffic Railing

Sleeve Anchors (Typ.) " Corner Clip (Typ. all corners)4

Raised Sidewalk

Construction Joints Sleeve Anchor (Typ.)

Raised Sidewalk Foam Backer Rod

Sidewalk Cover Plate

Traffic Railing

Sleeve Anchor spacing - 6" centers Max. (See Note)

" Max.2

"Max.

3" Max.

2" Min.

Gutter Line

PouredJoint Material

Slope Varies

Slope Varies

D o w n

G ra d e

1"

A

A

Dim. A

D im

A

D im

A

D im

A between the corner anchors.

Plate. Space Sleeve Anchors uniformly outside corners of the Sidewalk Cover

Sleeve Anchors are required at the two

NOTE:

3" Max.

1ƀ" Min.

3" Max.

1ƀ" Min.

SHEET NO. BX-1

EXISTING PLANS

FOR INFORMATION ONLY

SHEET NO. BX-2

SHEET NO. BX-3

SHEET NO. BX-4

SHEET NO. BX-5

SHEET NO. BX-6

SHEET NO. BX-7

SHEET NO. BX-8

TO

U

R

CR 4029/BEACH ST

U S

2/

IS

B

C R

2/ M

M B

B

LV

D

FA

IR

V

IE

W A

V

C R

0/ M

A

IN

S T

0’

VOLUSIA COUNTY

TRAFFIC OPERATIONS

DETOUR

24”

30” D E

TO

U

R

D E

TO

U

R

B

AY

S T

PALMETTO AV

S A

N J

U A

N A

V

R

D A

V

S

T A

V

M U

LL

A

LL

Y

S T

WISCONSIN PL DAYTONA ST A

R

LI

N

G

TO

A V

T

AY

LO

R

A V

N O

R T

H S

T

TANGLEWOOD ST

MULBERRY ST

CR 4011/BEACH ST

RIO VISTA AV

BOWMAN AV

BALLOUGH RD

BUNGALOW

ST

A N

IT

A

A V

Halifax River

U

S 92/ISB R

ID

G

E

C R

M

A

IN

S T

B R

ID

G

E

S. HALIFAX AV

N. PENINSULA DR

S. HOLLYWOOD AV

N. HOLLYWOOD AV

S. PENINSULA DR

H

A R

V E

Y A

V

H E

W E

N P

L

A U

D

IT

O R

IU

M

B

LV

D

M

IT

H C

E L

P L

B R

A D

D O

X A

V

G O

O D

A

LL

A V

G O

O D

A

LL

A V

V E

R M

O N

T

AV

M A

D

IS

O N

A V

HALIFAX AV

N. PENINSULA DR

INSTALL ADA PEDESTRIAN CHANNELIZING

DEVICES WITH SIDEWALK CLOSED

ATTACHED AT ALL FOUR CORNERS OF

BRIDGE AT SIDEWALK.

0’

U

S 92/ISB

200’

500’

500’

U S

92/IS

B B

R

ID

G E

TWO TYPE THREE BARRICADES

WITH BRIDGE CLOSED.

TWO TYPE THREE BARRICADES

WITH BRIDGE CLOSED.

30” 30”

60”

MAIN ST

BRIDGE

CLOSED

M

AIN ST

C L

O S

E D

B R

ID

G

E

AIN ST

AIN ST

C L

O S

E D

B R

ID

G

E

0’

0’

0’

MA

IN

S T

BR

ID

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

E

D E

TO

U

R 24”

30”

D E

TO

U

R

D E

TO

U

R 24”

30”

DETOUR 24”

30”

M

AI

N

ST

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

E

30”

CLOSED

BRIDGE

48”

30”CLOSED

BRIDGE

48”

Halifax River

M

AIN ST

AIN ST

C L O

S E

D

B R

ID

G

E

D E

T O

U R

D E

T O

U R

B

D E

T O

U R

D E

T O

U R

M

AI

N

ST

GE

CL

OS

ED

M

AI

N

ST

C L O

S E

D B

R

ID

G E

B

DETOUR24”

30”

MAIN ST30”

MAIN ST30” 60”

CLOSED

BRIDGE

B

48” 18”

DETOUR

MAIN ST

MAIN ST

30”

60”

CLOSED

BRIDGE

B

48”

DETOUR

AHEAD

AIN ST

C L

O S

E D

B R

ID

G

E

18” 48”

DETOUR 18”

48”

DETOUR

MAIN ST

30”

60”

CLOSED

BRIDGE

B

B

MA

IN

S T

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

E 24

D

ET

O U

R

B M

AI

N

ST

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

E

D E

TO

U

R

BM

AIN ST

AIN ST

C L

O S

E D

B R

ID

G

E

M

AIN ST

AIN ST

C L

O S

E D

B R

ID

G

E

Sheet:

6-23-23DATE:

Drawn by: W. Long

NOT TO SCALE

D E

T O

U R

D E

T O

U R

M

AIN ST

AIN ST

C L O

S E

D B

R

ID

G E

B

DETOUR 24”

30”

200’

DETOUR

AHEAD

BRIDGE

CLOSED

AHEAD

48”

Halifax River

LEGEND

= SIGN AND POST

B

= SIGNAL LIGHT INTERSECTION

= TYPE III BARRICADE

= YELLOW TYPE B HIGH INTENSITY

HOODED FLASHER

= ADA CHANNELIZING DEVICE

WITH SIDEWALK CLOSED

= VARIABLE MESSAGE BOARD &

ORANGE / WHITE DRUMS

MAIN ST30”

MAIN ST30” 60”

CLOSED

BRIDGE

0’

48”

DETOUR

AHEAD

BRIDGE

CLOSED

AHEAD

48”

48”

BRIDGE

CLOSED

AHEAD

48”

48”

18”

DETOUR

MAIN ST

MAIN ST

30”

60”

CLOSED

BRIDGE

B

BRIDGE CLOSURE / DETOUR

MAIN ST BRIDGE

Daytona Beach

SHEET NO. BX-9

DETOUR PLAN

NOTES

1. ALL SIGNS AND BARRICADES SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH THE MOST RECENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

2. THE POSTED SPEED LIMIT THROUGH THE WORK ZONE SHALL BE SHOWN ON DRAWINGS.

3. ALL SIGNS SHALL BE INSTALLED FOR ADVANCE VIEWING (NO LIMBS OR OTHER OBJECTS BLOCKING VIEW).

4. CAUTION SHALL BE EXERCISED IN SIGN PLACEMENT TO AVOID BLOCKING SIGHT DISTANCE AT

INTERSECTIONS OR OTHER EXISTING TRAFFIC CONTROL DEVICES.

5. ALL SIGN SHALL BE POST MOUNTED UNLESS OTHERWISE NOTED AND ALL SIGNS 48” WIDE AND ABOVE SHALL BE MOUNTED

ON TWO(2) POSTS.

6. WHEN REPLACING TEXT OR USING PLATES TO COVER TEXT ON SIGNS, ALL NEW TEXT ON THAT SIGN SHALL BE THE SAME

SIZE AND THE MINIMUM STANDARD BEING THE EXISTING TEXT.

7. THE 2016 DESIGN STANDARDS INDEX 600 SERIES HAS BEEN UPDATED TO REFLECT THE REMOVAL OF WARNING LIGHTS AND FLAGS SIGNS AND THE REMOVAL FROM WORK ZONE OF WARNING LIGHTS FROM TEMPORARY TRAFFIC CONTROL DEVICES

STARTING JAN 2016.

8. ONLY IN EXTREME CASES WILL SIGNS BE MOUNTED ON TYPE III BARRICADES. ALL SIGNS MOUNTED ON TYPE III BARRICADES SHALL BE INSTALLED ABOVE THE THREE REFLECTIVE RAILS. THESE RAILS SHALL NOT BE BLOCKED.

9. NO CHANGES SHALL BE MADE TO THIS TRAFFIC CONTROL PLAN WITHOUT PRIOR CONSENT OF

VOLUSIA COUNTY TRAFFIC ENGINEERING DEPARTMENT (386)736-5968, EXT 2359.

10. CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATELY BARRICADING ALL AREAS DEEMED HAZARDOUS FOR VEHICULAR

ACCESS INSIDE THE CONSTRUCTION ZONE.

11. LOCAL RESIDENTS AND EMERGENCY RESPONSE VEHICLES WILL BE PERMITTED ACCESS AT ALL TIMES.

12. CONTRACTOR MUST CONTACT ALLEN CATES, TRAFFIC SIGNALS SUPERVISOR, AT (386) 239-6535 OR TIM KARR TRAFFIC SIGNAL TECHNICIAN AT (386)290-1466, TO ARRANGE FOR MODIFICATION TO TRAFFIC SIGNAL. CHARGES WILL BE INCURRED.

13. ANTICIPATED ? DAYS DURATION.

IT IS UNDERSTOOD AND AGREED THAT THE CONTRACTOR

DEPLOYING THE MAINTENANCE OF TRAFFIC PLAN HEREIN SET

OUT IS GRANTED TO THE EXTENT OF THE COUNTY’S RIGHT,

TITLE AND INTEREST, IF ANY IN THE LAND TO BE ENTERED

UPON AND USED BY THE CONTRACTOR, AND THE

CONTRACTOR WILL AT ALL TIMES, ASSUME ANY AND ALL

RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS

THE COUNTY FROM AND AGAINST ANY AND ALL LOSSES,

DAMAGES, COSTS AND EXPENSES ARISING IN ANY WAS

MANNER WHATSOEVER ON ACCOUNT OF IN ANY WAY

RESULTING FROM THE ACTS OR OMISSIONS OF THE

CONTRACTOR OR IT’S OFFICERS, EMPLOYEES OR AGENTS IN

IMPLEMENTING AND MAINTAINING THIS MAINTENANCE OF

TRAFFIC PLAN. THE CONTRACTOR AGREES THAT ITS

ASSUMPTION OF RISKS AND OBLIGATIONS TO INDEMNIFY

THE COUNTY RELATED TO CONTRACTOR ACTIVITY.

CONTRACTOR

VOLUSIA COUNTY

NONE

WL

TRAFFIC OPERATIONS

BRIDGE CLOSURE / DETOUR

6-23-23

MAIN ST BRIDGE

Daytona Beach

DATE:

SHEET:

SCALE:

DRAWN BY:

SHEET NO. BX-10

CR 4029/BEACH ST

S

2/

IS

B

M M

B B

LV

D

FA

IR

V

IE

W A

V

C R

0/ M

A

IN

S T

0’

PALMETTO AV

S A

N J

U A

N A

V 1 S

T

AV

M U

LL

A

LL

Y

S T

WISCONSIN PL

DAYTONA ST

A R

LI

N

G

TO

A V

T

AY

LO

R

A V

N O

R T

H S

T

TANGLEWOOD ST

MULBERRY ST

RIO VISTA AV

BOWMAN AV

BALLOUGH RD

BUNGALOW ST

A N

IT

A

A V

U

S 92/ISB R

ID

G

E

C R

M

A

IN

S T

B R

ID

G

E

S. HALIFAX AV

N. PENINSULA DR

S. HOLLYWOOD AV

H A

R V

E Y

A V

H E

W E

N P

L

A U

D

IT

O R

IU

M

B

LV

D

M

IT

H C

E L

P L

MAIN ST

30”

60” C

L O

S E

D

B R

ID

G

E

M A

D

IS

O N

A V

HALIFAX AV

N. PENINSULA DR

0’

M A

S O

N A

V

S E

A B

R E

E Z

E B

LV

D

B R

ID

G

E

0’

0’

River Halifax

350’

200’

AIN ST

C L

O S

E D

B R

ID

G

E

48” BRIDGE CLOSED”36”

48”

BRIDGE

CLOSED 36”

DETOUR

24”

30”

O R

A S

T3

AIN ST

C L

O S

E D

B R

ID

G

E2

D E

TO

U

R

DETOUR

D E

TO

U

R 24”

30”

D E

TO

U

R 24”

30”

O A

K R

ID

G

E B

LV

A B

R E

E Z

E B

LV

ETO

U R

24” 30”

DETO

UR

D E

TO

U

R

END

DETOUR 18”

24”

DETOUR 24”

30”

E A

R L

S T

N. HOLLYWOOD AV

M

AI

ST

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

E

C O

N G

R E

S S

A V

P

IE

R C

E A

V

K

IN

G S

TO

N

A V

500’

MAIN ST

6-00-17

TO

6-00-17

Panel 2

MESSAGE 7 DAYS

BEFORE START:

CR 4011/BEACH ST

DETOUR 24”

30”

River Halifax MAIN ST

MAIN ST

30”

60”

CLOSED

BRIDGE

TYPICAL

WHITE BACKGROUND

WITH BLACK LETTERS.

DATE:

DRAWN BY:

VOLUSIA COUNTY

SCALE: NONE

WL

TRAFFIC OPERATIONS

BRIDGE CLOSURE / DETOUR

6-23-23

SHEET: 1 OF 2

MAIN ST BRIDGE

Daytona Beach

SIDEWALK

CLOSED 12”

24”

TO

U R

24”

30”

D E

TO

U

R 24”

30”

D E

TO

U

R 24”

30”

D E

TO

U

R 24”

30”

D E

TO

U

R

D E

TO

U

R

MA

IN

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

TO

U

R

D E

TO

U

R

D E

TO

U

R 24”

30”

D E

TO

U

R 24”

30”

D E

TO

U

R

250’

BRIDGE

CLOSED

USE

DETOUR

Panel 2

MESSAGE START

DATE:

END

DETOUR18”

24”

B

D E

T O

U

RMA

IN

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

E

INSTALL ADA PEDESTRIAN CHANNELIZING

DEVICES WITH SIDEWALK CLOSED

ATTACHED AT ALL FOUR CORNERS OF

BRIDGE AT SIDEWALK.

B M

AI

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

E

DETOUR

MAIN ST

BRIDGE

CLOSED

MAIN ST

CLOSED

BRIDGE

AIN ST

C L

O S

E D

B R

ID

G

E

D

ETO

U R

B

30” 30”

MAIN ST

BRIDGE

CLOSED

MAIN ST

CLOSED

BRIDGE

0’

DETOUR

24” ORANGE BACKGROUND

WITH BLACK LETTERS.

30”

60”

30”

B

DETOUR

MAIN ST

BRIDGE

CLOSED

MAIN ST

CLOSED

BRIDGE

18” 48”

D E

TO

U

R

DETOUR

LEGEND

= SIGN AND POST

= SIGNAL LIGHT INTERSECTION

= TYPE III BARRICADE

= YELLOW TYPE B HIGH INTENSITY

HOODED FLASHER

= ADA CHANNELIZING DEVICE

WITH SIDEWALK CLOSED

= VARIABLE MESSAGE BOARD &

ORANGE / WHITE DRUMS

AHEAD

48”

DETOUR

AHEAD

BRIDGE

CLOSED

AHEAD

48”

48”

DETOUR

AHEAD

B

D E

T O

U R

M

AI

GE

CL

OS

ED

M

AI

N

ST

C L

O S

E D

B R

ID

G

E

0’

SHEET NO. BX-11

NOTES

1. ALL SIGNS AND BARRICADES SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH THE MOST RECENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

2. THE POSTED SPEED LIMIT THROUGH THE WORK ZONE SHALL BE SHOWN ON DRAWINGS.

3. ALL SIGNS SHALL BE INSTALLED FOR ADVANCE VIEWING (NO LIMBS OR OTHER OBJECTS BLOCKING VIEW).

4. CAUTION SHALL BE EXERCISED IN SIGN PLACEMENT TO AVOID BLOCKING SIGHT DISTANCE AT

INTERSECTIONS OR OTHER EXISTING TRAFFIC CONTROL DEVICES.

5. ALL SIGN SHALL BE POST MOUNTED UNLESS OTHERWISE NOTED AND ALL SIGNS 48” WIDE AND ABOVE SHALL BE MOUNTED

ON TWO(2) POSTS.

6. WHEN REPLACING TEXT OR USING PLATES TO COVER TEXT ON SIGNS, ALL NEW TEXT ON THAT SIGN SHALL BE THE SAME

SIZE AND THE MINIMUM STANDARD BEING THE EXISTING TEXT.

7. THE 2016 DESIGN STANDARDS INDEX 600 SERIES HAS BEEN UPDATED TO REFLECT THE REMOVAL OF WARNING LIGHTS AND FLAGS SIGNS AND THE REMOVAL FROM WORK ZONE OF WARNING LIGHTS FROM TEMPORARY TRAFFIC CONTROL DEVICES

STARTING JAN 2016.

8. ONLY IN EXTREME CASES WILL SIGNS BE MOUNTED ON TYPE III BARRICADES. ALL SIGNS MOUNTED ON TYPE III BARRICADES SHALL BE INSTALLED ABOVE THE THREE REFLECTIVE RAILS. THESE RAILS SHALL NOT BE BLOCKED.

9. NO CHANGES SHALL BE MADE TO THIS TRAFFIC CONTROL PLAN WITHOUT PRIOR CONSENT OF

VOLUSIA COUNTY TRAFFIC ENGINEERING DEPARTMENT (386)736-5968, EXT 2359.

10. CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATELY BARRICADING ALL AREAS DEEMED HAZARDOUS FOR VEHICULAR

ACCESS INSIDE THE CONSTRUCTION ZONE.

11. LOCAL RESIDENTS AND EMERGENCY RESPONSE VEHICLES WILL BE PERMITTED ACCESS AT ALL TIMES.

12. CONTRACTOR MUST CONTACT ALLEN CATES, TRAFFIC SIGNALS SUPERVISOR, AT (386) 239-6535 OR TIM KARR TRAFFIC SIGNAL TECHNICIAN AT (386)290-1466, TO ARRANGE FOR MODIFICATION TO TRAFFIC SIGNAL. CHARGES WILL BE INCURRED.

13. ANTICIPATED ? DAYS DURATION.

IT IS UNDERSTOOD AND AGREED THAT THE CONTRACTOR

DEPLOYING THE MAINTENANCE OF TRAFFIC PLAN HEREIN SET

OUT IS GRANTED TO THE EXTENT OF THE COUNTY’S RIGHT,

TITLE AND INTEREST, IF ANY IN THE LAND TO BE ENTERED

UPON AND USED BY THE CONTRACTOR, AND THE

CONTRACTOR WILL AT ALL TIMES, ASSUME ANY AND ALL

RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS

THE COUNTY FROM AND AGAINST ANY AND ALL LOSSES,

DAMAGES, COSTS AND EXPENSES ARISING IN ANY WAS

MANNER WHATSOEVER ON ACCOUNT OF IN ANY WAY

RESULTING FROM THE ACTS OR OMISSIONS OF THE

CONTRACTOR OR IT’S OFFICERS, EMPLOYEES OR AGENTS IN

IMPLEMENTING AND MAINTAINING THIS MAINTENANCE OF

TRAFFIC PLAN. THE CONTRACTOR AGREES THAT ITS

ASSUMPTION OF RISKS AND OBLIGATIONS TO INDEMNIFY

THE COUNTY RELATED TO CONTRACTOR ACTIVITY.

CONTRACTOR

VOLUSIA COUNTY

NONE

WL

TRAFFIC OPERATIONS

BRIDGE CLOSURE / DETOUR

6-2-23

MAIN ST BRIDGE

Daytona Beach

DATE:

SHEET:

SCALE:

DRAWN BY:

SHEET NO. BX-12