Exhibit_E,_Construction_Plans,_26-B-28SR.pdf

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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. 794009

VICINITY MAP

REVISIONS:

COUNTY OF VOLUSIA

PROJECT LOCATION

0 1 2

MILES

T17S

T16S

T17S

CONTRACT PLANS

INDEX OF PLANS

VOLUSIA COUNTY PROJECT MANAGER

STATEMENT OF WORK

CERTIFICATE OF AUTHORIZATION NO. 7503

VENDOR NO. 430839725

(954) 653-4700

FORT LAUDERDALE, FLORIDA 33309

3230 W. COMMERCIAL BLVD., SUITE 450

TRANSYSTEMS CORPORATION CONSULTANTS

PLANS PREPARED BY:

ROBERT FALK, P.E.

Public Works Department

PROJECT NO.

YEAR

FISCAL

NO.

SHEET

B-1

GOVERNING STANDARD SPECIFICATIONS:

RSQ NO.

(954) 653-4700

FORT LAUDERDALE, FLORIDA 33309

SUITE 450

3230 W. COMMERCIAL BLVD.

TRANSYSTEMS CORPORATION CONSULTANTS

NATALIE M. RODRIGUEZ, P.E. 70945

TO BE SUBMITTED TO:

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20-SQ-119SR PC3691

BENT INSTALLATION AS SHOWN IN THE PLANS.

ABUTMENT/WINGWALLS AND BENT 2 CRUTCH

COUNTERMEASURES AT THE

OPERATIONS NECESSARY FOR SCOUR

AND MATERIALS AND PERFORMING ALL

FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES,

THE WORK UNDER THIS CONTRACT INCLUDES

TAYLOR ROAD OVER SPRUCE CREEK

BRIDGE NO. 794009

TAYLOR ROAD BRIDGE REHABILITATION

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, JULY 2025

EXISTING PLANS

EXISTING CONDITION PHOTOS

REVETMENT DETAILS

REINFORCING BAR LIST

CRUTCH BENT CAP DETAILS

PEDESTAL DETAILS

BEARING DETAILS

CRUTCH BENT FRAMING PLAN AND SECTION

PILE DATA TABLE

CRUTCH BENT FOUNDATION LAYOUT

REPORT OF CORE BORINGS

CRUTCH BENT ELEVATION

STORMWATER POLLUTION PREVENTION PLAN

EROSION CONTROL PLAN

ELEVATION WITH WORK IDENTIFICATION

GENERAL PLAN WITH WORK IDENTIFICATION

GENERAL NOTES AND PAY ITEM NOTES (2 OF 2)

GENERAL NOTES AND PAY ITEM NOTES (1 OF 2)

SIGNATURE SHEET

KEY SHEET

BX-1 THRU BX-23

B-19

B-18

B-17

B-16

B-15

B-14

B-13

B-12

B-11

B-10

B-9

B-8

B-7

B-6

B-5

B-4

B-3

B-2

B-1

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Halifax Dr.

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PORT ORANGE

Pop. 45,823

Area

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MANAGEMENT AREA

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SPRUCE

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SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

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

FORT LAUDERDALE, FL 33309

3230 W. COMMERCIAL BLVD., SUITE 450

TRANSYSTEMS CORPORATION CONSULTANTS

WITH RULE 61G15-23.004, F.A.C

RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

WITH RULE 61G15-23.004, F.A.C

RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE

STATE OF

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STATE OF

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No 72949

ANY ELECTRONIC COPIES

SIGNATURES MUST BE VERIFIED ON

ON THE DATE ADJACENT TO THE SEAL

ANY ELECTRONIC COPIES

SIGNATURES MUST BE VERIFIED ON

ON THE DATE ADJACENT TO THE SEAL

KEVIN M. HILL, P.E. NO. 72949

SUNRISE, FL 33351

5389 N. NOB HILL ROAD

AREHNA ENGINEERING, INC.

B-2

SIGNATURE SHEET

DRAWN BY:

RJL

CHECKED BY:

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DESIGNED BY:

JPD

CHECKED BY:

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TRANSYSTEMS CORPORATION CONSULTANTS

3230 W. COMMERCIAL BLVD., SUITE 450

FORT LAUDERDALE, FLORIDA 33309

NATALIE M. RODRIGUEZ, P.E.

P.E. NO. 70945

DESCRIPTIONBYDATE

REVISIONS

DESCRIPTIONBYDATE

SHEET TITLE:

PROJECT NAME:

SIGNATURE SHEET

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

B-2

REPORT OF CORE BORINGS

SIGNATURE SHEET

SHEET DESCRIPTION

B-10

B-2

SHEET NO.

BRIDGE REHABILITATION

TAYLOR ROAD OVER SPRUCE CREEK

EXISTING CONDITION PHOTOS

REVETMENT DETAILS

REINFORCING BAR LIST

CRUTCH BENT CAP DETAILS

PEDESTAL DETAILS

BEARING DETAILS

CRUTCH BENT FRAMING PLAN AND SECTION

PILE DATA TABLE

CRUTCH BENT FOUNDATION LAYOUT

CRUTCH BENT ELEVATION

STORMWATER POLLUTION PREVENTION PLAN

EROSION CONTROL PLAN

ELEVATION WITH WORK IDENTIFICATION

GENERAL PLAN WITH WORK IDENTIFICATION

GENERAL NOTES AND PAY ITEMS (2 OF 2)

GENERAL NOTES AND PAY ITEMS (1 OF 2)

SIGNATURE SHEET

KEY SHEET

SHEET DESCRIPTION

B-19

B-18

B-17

B-16

B-15

B-14

B-13

B-12

B-11

B-9

B-8

B-7

B-6

B-5

B-4

B-3

B-2

B-1

SHEET NO.

Natalie M Rodriguez

2025.11.04 16:21:59-05'00'

Kevin M Hill

2025.11.04 16:14:23 -05'00'

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BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

rllogan 11/3/2025 6:30:39 PM c:\transystems\pw_local\transyscorp-pw1\a-e_rllogan\d1508499\B1GeneralNotes01.dgn

P.E. NO. 70945

3230 W. COMMERCIAL BLVD., SUITE 450

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

NATALIE M. RODRIGUEZ, P.E.

NMR

DESIGN SPECIFICATIONS

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS

DESIGN BULLETINS, AS APPLICABLE.

FDOT DESIGN MANUAL DATED JANUARY 2025, AND SUBSEQUENT ROADWAY 3.

DESIGN SPECIFICATIONS, 10TH EDITION.

OFFICIALS (AASHTO) LOAD AND RESISTANCE FACTOR (LRFD) BRIDGE

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION 2.

STRUCTURES DESIGN BULLETINS, AS APPLICABLE.

FDOT STRUCTURES MANUAL DATED JANUARY 2025, AND SUBSEQUENT 1.

VERTICAL DATUM

VERTICAL DATUM 1988 (NAVD 88).

ELEVATIONS SHOWN IN THE PLANS ARE BASED ON THE NORTH AMERICAN

ENVIRONMENTAL CLASSIFICATION

SUBSTRUCTURE: MODERATELY AGGRESSIVE

SUPERSTRUCTURE: SLIGHTLY AGGRESSIVE

DESIGN METHODOLOGY

OPERATIONAL IMPORTANCE FACTOR IS 1.0.2.

STRENGTH, SERVICE, EXTREME EVENT, AND FATIGUE LIMIT STATES.

LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING APPLICABLE 1.

STRUCTURAL ANALYSIS PROGRAM

FB-MULTIPIER VERSION 6.0.0

DESIGN LOADING

SEASONAL VARIATION: MEAN TEMPERATURE

TEMPERATURE RISE FROM MEAN

STEEL ONLYITEM

70 °F

50 °F

TEMPERATURE FALL FROM MEAN 40 °F

90 °FTEMPERATURE RANGE

COEFFICIENT OF THERMAL EXPANSION 0.0000065/°F

MATERIALS

OF THE SPECIFICATIONS SHALL AMENDED TO MEAN THE COUNTY OF VOLUSIA.

CONTRACT DOCUMENTS. THE DEFINITION OF THE DEPARTMENT IN ARTICLE 1-3

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED BY

REVISED INDEX DRAWINGS AS APPENDED HEREIN, AND JULY 2025 STANDARD

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD PLANS AND

PLAN DIMENSIONS AND GENERAL NOTES

STEEL FABRICATION

WELDING

BOLTED CONNECTIONS

PAINTING

GENERAL NOTES AND PAY ITEM NOTES (1 OF 2)

WEATHERING STEEL IS TO REMAIN UNCOATED.1.

VEGETATION.

CONTRACTOR SHALL USE CARE TO MINIMIZE DISTURBANCE TO SURROUNDING

INTERFERES WITH THE SCOUR COUNTERMEASURES INSTALLATION. THE

DEBRIS, VEGETATION, EXISTING SILT AND DIRT WHICH DIRECTLY

REMOVE AND DISPOSE OF OFF-SITE ANY EXISTING SUBMERGED OR SURFACE 5.

COMMENCING ANY CONSTRUCTION ACTIVITIES.

ACCOMPLISHING THE WORK TO THE ENGINEER FOR APPROVAL PRIOR TO

SUBMIT A DETAILED WORK PLAN OUTLINING METHODS AND PROCEDURES FOR 4.

AND FIT OF THEIR WORK.

CLAIMS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR FABRICATION

FAILURE TO FIELD VERIFY DIMENSIONS WILL NOT BE JUSTIFICATION FOR 3.

NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

ALL DIMENSIONS AND CONDITIONS REQUIRED TO PERFORM THE WORK AND

AS-BUILT CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING

AND LIMITED FIELD INVESTIGATIONS AND MAY NOT REPRESENT THE

DETAILED IN THE ORIGINAL CONSTRUCTION PLANS OF THE EXISTING BRIDGE

AND WATERLINE ELEVATIONS SHOWN ARE BASED ON THE INFORMATION AS

DIMENSION VERIFICATION: UNLESS OTHERWISE NOTED, THE DIMENSIONS 2.

HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER 1.

A. UNIFORM TEMPERATURE IN ACCORDANCE WITH SDG SECTION 2.7.1.

DESIGN TEMPERATURES:4.

SECTION 2.4. FOR VOLUSIA COUNTY, THE DESIGN WIND SPEED IS 150 MPH.

WIND LOADS ARE IN ACCORDANCE WITH AASHTO SECTION 3.8 AND SDG

WIND LOAD:3.

STRUCTURAL STEEL, 490 PCF

ASPHALT WEARING SURFACE, 140 PCF

REINFORCED CONCRETE, 150 PCF

DEAD LOADS:2.

HL-93 WITH DYNAMIC LOAD ALLOWANCE

LIVE LOADS:1.

A. BEARINGS

AASHTO/AWS D1.5 BRIDGE WELDING CODE:

MEMBERS IN ACCORDANCE WITH THE CURRENT EDITION OF THE

THE FOLLOWING MEMBERS ARE CLASSIFIED AS ANCILLARY 5.

EXPENSE.

BEARINGS DAMAGED BY FIELD WELDING AT THE CONTRACTOR'S

WHEN FIELD WELDING SOLE PLATES TO GIRDER FLANGES. REPLACE

D1.5 FOR NON-ANCILLARY ITEMS. AVOID DAMAGE TO BEARINGS

FIELD WELDING SHALL BE PER REQUIREMENTS OF AASHTO/AWS 4.

TO THE ENGINEER FOR APPROVAL.

ATTACHING ERECTION HARDWARE SHALL BE FORMALLY SUBMITTED

FIELD WELDING TO ANY STRUCTURAL STEEL FOR THE PURPOSE OF 3.

FOR FILLET WELDS SHALL BE FEXX = 70KSI.

FOR GRADE 50W BASE METAL. THE WELD FILLER METAL STRENGTH 2.

2025 EDITION OF THE AASHTO/AWS D1.5 BRIDGE WELDING CODE.

PERFORM NON-DESTRUCTIVE TESTING ON WELDS AS REQUIRED BY 1.

B-3

C. POLYVINYL CHLORIDE (PVC)

B. SCHEDULE 80

A. UV- RESISTANT

CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE.

OF REINFORCING STEEL ARE TO CENTERLINE OF BAR EXCEPT WHERE

ALLOWABLE TOLERANCES. ALL DIMENSIONS PERTAINING THE LOCATION

AS “MINIMUM COVER”. SEE SPECIFICATIONS SECTION 415 FOR

INCLUDE PLACEMENT AND FABRICATION TOLERANCES UNLESS SHOWN

B. CONCRETE COVER DIMENSIONS SHOWN IN THE PLANS DO NOT

A. CAST-IN-PLACE SUBSTRUCTURE, 4 INCHES

OTHERWISE NOTED.

B. PROVIDE ¾ INCH CHAMFERS ON ALL EXPOSED EDGES, UNLESS

A. CLASS IV CONCRETE, 5500 PSI MIN. 28-DAY COMPRESSIVE STRENGTH.

5. DRAINAGE PIPE:

CONCRETE COVER:4.

CONCRETE:3.

GRADE 60 CARBON STEEL PER SPECIFICATIONS SECTION 931.

REINFORCING STEEL:2.

ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 962.

SUBJECT TO TENSILE STRESSES AND SHALL BE TESTED IN

THE BOTTOM FLANGE AND WEB OF THE CRUTCH BENT GIRDERS ARE

B. CHAPPY V-NOTCH:

ASTM A709 GRADE 50W UNLESS OTHERWISE NOTED.

A. STRUCTURAL STEEL:1.

NORMAL TO THE TOP FLANGE.

ALL ENDS OF GIRDERS AND INTERMEDIATE STIFFENERS SHALL BE 2.

SPECIFICATIONS SECTION 460.

SHOP ASSEMBLIES ARE REQUIRED IN ACCORDANCE WITH 1.

FAYING SURFACES.

460 AND 560 OF THE SPECIFICATIONS FOR PREPARATION OF

DESIGNED WITH A CLASS B SURFACE CONDITION. SEE SECTIONS

BOLTED CONNECTIONS IDENTIFIED AS SLIP-CRITICAL ARE 4.

OTHERWISE.

ALL BOLTED CONNECTIONS ARE SLIP-CRITICAL UNLESS NOTED 3.

ALL BOLT HOLES MUST HAVE A DIAMETER OF Ǝ”. 2.

UNLESS OTHERWISE NOTED.

ASTM F3125 GRADE A325, TYPE 3 FOR ALL BOLTED CONNECTIONS,

USE Ɔ" DIAMETER HIGH-STRENGTH BOLTS IN ACCORDANCE WITH 1.

BRIDGE REHABILITATION

TAYLOR ROAD OVER SPRUCE CREEK

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BRIDGE NO. 794009

REF. DWG. NO.

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SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 2:38:32 PM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1GeneralNotes01.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

UTILITIES

PROVIDING ACCESS FOR COUNTY

ENVIRONMENTAL NOTES

CONSTRUCTION STAGING AND WORK AREAS

RESTORATION OF DISTURBED AREAS

SATISFACTION.

DISTURBED AREAS TO THEIR ORIGINAL CONDITION TO THE COUNTY’S

THE COUNTY. AFTER COMPLETING CONSTRUCTION ACTIVITIES, RESTORE ANY

ANTICIPATED STAGING AREAS AND SUBMIT A REPORT WITH PHOTOGRAPHS TO

BEFORE STARTING CONSTRUCTION, DOCUMENT THE CONDITION OF ALL

SITE INSPECTION

COMPENSATION.

ANY SUCH REQUIREMENTS WILL NOT ENTITLE THE CONTRACTOR TO ADDITIONAL

AND LABOR REQUIRED BY THE CONTRACT DOCUMENTS. FAILURE TO ACCOUNT FOR

SOLELY RESPONSIBLE FOR INCLUDING IN THEIR BID ALL ITEMS, MATERIALS,

NATURE OF THE WORK REQUIRED UNDER THIS CONTRACT. THE CONTRACTOR IS

CURRENT CONDITION OF THE SITE AND TO DETERMINE THE EXTENT AND

VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO ASSESS THE

FINAL AS-BUILT DRAWINGS

CONSTRUCTED.

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

SCOPE OF WORK

PAY ITEM NOTES

FINAL INSPECTION

WITH THE COUNTY.

TWO WEEKS PRIOR TO COMPLETION OF THE PROJECT, SCHEDULE INSPECTION

GENERAL NOTES AND PAY ITEM NOTES (2 OF 2)

POLLUTION AND EROSION CONTROL

EMAIL: CHRISTOPHER.BUONANNI@FPL.COM

OFFICE: (407) 328-1911

FPL DISTRIBUTION CHRIS BUONANNI

LINES.

WITHIN THE OSHA-PRESCRIBED MINIMUM APPROACH DISTANCES TO THE

CONSTRUCTION WILL NOT BRING PEOPLE, EQUIPMENT, OR MATERIALS

TO OBTAIN INFORMATION ON THE SERVICE OF THESE LINES. ENSURE

APPROXIMATELY 30 FEET SOUTH OF THE BRIDGE. COORDINATE WITH FPL

OVERHEAD DISTRIBUTION LINES ARE PRESENT WITHIN THE RIGHT OF WAY,

PRIOR TO START OF CONSTRUCTION.

CALL FLORIDA AS REQUIRED BY CHAPTER 556 OF THE FLORIDA STATUTES

FOR UTILITIES ON AND AROUND THE STRUCTURE, CONTACT SUNSHINE ONE

MAINTAIN AND REPAIR EROSION AND SEDIMENT CONTROL DEVICES. 7.

COMPLETED.

START OF ANY CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS

SITE. ALL EROSION CONTROL DEVICES MUST BE IN PLACE PRIOR TO THE

REMOVE ONSITE SEDIMENT PRIOR TO DISCHARGE OF RUNOFF FROM THE

OFFSITE RUNOFF FROM DISCHARGING ACROSS DISTURBED AREAS, AND

BE MAINTAINED TO MINIMIZE THE AMOUNT OF SOIL DISTURBED, PREVENT

CONTRACT PLANS SHEETS. THE EROSION AND SEDIMENT CONTROLS SHALL

EROSION AND SEDIMENT CONTROL MEASURES ARE SHOWN ON THE 6.

THE CHANNEL IS LESS THAN 3 FEET (DRY SEASON).

BARRIER SHALL BE SUBSTITUTED FOR FTB WHEN THE WATER DEPTH IN

EQUAL OR GREATER THAN 3 FEET (WET SEASON). STAKED TURBIDITY

(FTB) SHALL ONLY BE USED WHEN THE WATER DEPTH IN THE CHANNEL IS

BASED ON THE CONSTRUCTION SEASON. FLOATING TURBIDITY BARRIER

ADJUST WATER POLLUTION ABATEMENT AND SEDIMENT CONTROL MEASURES

CHANNEL BOTTOM IS PRONE TO INUNDATION DURING THE WET SEASON. 5.

CONTROL UPON COMPLETION OF THE PROJECT.

REMOVE ALL TEMPORARY MATERIALS USED FOR POLLUTION AND EROSION 4.

COUNTY IMMEDIATELY.

YOU ENCOUNTER CONTAMINATED SOIL OR GROUNDWATER, CONTACT THE

ETC.) FROM SPILLING INTO SURFACE WATERS. IF A SPILL OCCURS OR IF

WILL PREVENT POTENTIAL POLLUTANTS (FUEL, LUBRICANTS, HERBICIDES,

SPECIFY THE MANAGEMENT PRACTICES AND CONTAINMENT METHODS THAT

REPORTING, AND RESPONSE, AS REQUIRED BY THE SPECIFICATIONS.

EQUIPMENT AND MATERIALS, TOXIC SUBSTANCE AND SPILL CONTAINMENT

SUBMIT EROSION CONTROL PLAN TO THE COUNTY, INCLUDING STAGING OF 3.

THE WATER BODY AT ALL TIMES.

IMPACTS. PREVENT ANY DISCHARGE OR MATERIALS FROM FALLING INTO

MAINTAIN WATER QUALITY STANDARDS AND PREVENT ANY OFF-SITE 2.

ACTIVITIES.

FOLLOWING THE SPECIFICATIONS, BEFORE STARTING ANY CONSTRUCTION

SUBMIT THE POLLUTION CONTROL PLAN TO THE COUNTY FOR APPROVAL, 1.

DO NOT OPERATE OVERWEIGHT CONSTRUCTION VEHICLES ON THE BRIDGE. 2.

BE STORED ON THE BRIDGE.

COUNTY. MATERIALS, CONSTRUCTION EQUIPMENT, AND DEBRIS SHALL NOT

PROPOSED STAGING OR STORAGE AREAS SHALL BE APPROVED BY THE 1.

OPERATIONS.

RESTORE ANY WORK OR STAGING AREAS DAMAGED BY CONSTRUCTION 4.

CONTROL NECESSARY TO PERFORM THE ABOVE TASKS.

COORDINATE WITH THE COUNTY AND PROVIDE TEMPORARY TRAFFIC 3.

CONCRETE REVETMENT AS SHOWN ON SHEETS B-18 THROUGH B-19.

DISPOSAL OF MATERIALS FOR INSTALLATION OF FABRIC FORMED

FURNISH ALL LABOR, MATERIALS AND EQUIPMENT, REMOVAL AND 2.

AS SHOWN ON SHEETS B-9 THROUGH B-17.

FABRICATE AND INSTALL CRUTCH BENT AT INTERMEDIATE BENT 2 1.

B-4

MATERIAL, WHICH REMAINS HIS PROPERTY.

FEDERAL PERMITS RELATED TO THE REMOVAL AND DISPOSAL OF

MUST OBTAIN, AT HIS OWN COST, ALL NECESSARY LOCAL, STATE, AND

WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. THE CONTRACTOR

PROPERLY DISPOSE OF ALL COLLECTED WASTE MATERIALS IN ACCORDANCE 3.

SITE.

REMOVE AND DISPOSE ALL CONSTRUCTION MATERIALS FROM THE PROJECT 2.

COUNTY.

DEBRIS THAT FALLS IN WATER AT NO ADDITIONAL EXPENSE TO THE

MATERIALS FROM ENTERING THE WATERWAY. IMMEDIATELY REMOVE

TAKE ALL RESPONSIBLE PRECAUTIONS TO PREVENT UNAUTHORIZED 1.

CONCRETE ENCASEMENT.

TO FURNISH AND INSTALL THE CRUTCH BENT PILES. INCLUDING THE

THIS PAY ITEM INCLUDES ALL MATERIALS, LABOR AND INCIDENTALS NECESSARY

ITEM 455-35 STEEL PILING, HP 14X102

ANCHOR RODS SHALL BE INCLUDED, AS PER PLAN, FOR PAYMENT.

THE LAMINATED ELASTOMERIC BEARINGS, INCLUDING THE LOAD PLATES AND

ALL MATERIALS, LABOR AND INCIDENTALS NECESSARY TO FURNISH AND INSTALL

ITEM 400-147 COMPOSITE NEOPRENE PADS

ACTIVE WORK AREAS.

MOVEMENT OF VEHICLES, PEDESTRIANS, AND BICYCLES AROUND STAGING AND

THIS PAY ITEM INCLUDES ALL WORK REQUIRED TO PROVIDE FOR SAFE

ITEM 102-1 MAINTENANCE OF TRAFFIC

LOCAL, STATE, AND FEDERAL ENVIRONMENTAL SAFETY REGULATIONS.

DEBRIS CONTAINMENT DEVICES, AND EROSION CONTROL MEASURES. ADHERE TO

TESTING, INCLUDING BUT NOT LIMITED TO SCAFFOLDING PLATFORMS, BARGES,

REQUIRED TO PROVIDE SAFE ACCESS FOR INSPECTION AND MATERIALS

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

ITEM 101-1 MOBILIZATION:

BID ITEMS.

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

PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED IN THE

INSPECTION OF THE PROJECT.

PROVIDE SAFE ACCESS FOR COUNTY PERSONNEL AT ALL TIMES FOR THEIR

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BARRIER (TYP.)

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CONCRETE PIPE WITH

EXISTING REINFORCED

(TYP.)

CROSS BEAM

NEW STEEL

CONCRETE PILE CAP

NEW REINFORCED

FORMED REVETMENT

NEW FILTER POINT FABRIC

APPROXIMATE LOCATION OF WETLANDS

APPROXIMATE LOCATION OF WETLANDS

APPROXIMATE LOCATION OF WETLANDS APPROXIMATE LOCATION OF WETLANDS

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 2:33:41 PM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1Plan01.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

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BEGIN APPROACH SLAB BEGIN BRIDGE END BRIDGE END APPROACH SLAB

PLAN

NOTES:

WORK IDENTIFICATION:

LEGEND:

EXISTING STRUCTURE

PROPOSED STRUCTURE

A

BB

FABRIC FORMED REVETMENT

LIMITS OF ROCK RUBBLE AND FILTER POINT

REVETMENT

LIMITS OF FILTER POINT FABRIC FORMED

GENERAL PLAN WITH

WORK INDENTIFICATION

CC

EXISTING OVERHEAD ELECTRICAL

BB-01

BORING LOCATION

SHEETS B-9 THRU B-17 FOR DETAILS.

NEW CRUTCH BENT AT BENT 2. SEE

SHEET B-18.

2. FOR SECTIONS A-A, B-B AND C-C REFER TO

DOWNSTREAM SIDES OF THE BRIDGE.

STREAMBED ELEVATIONS ON THE UPSTREAM AND

A UNIFORM TRANSITION BETWEEN THE NATURAL

FOLLOWING REVETMENT INSTALLATION TO PROVIDE

INSTALLATION AND REPLACE FILL AS NECESSARY

1. EXCAVATE AS NECESSARY FOR REVETMENT

DEBRIS IN CONFLICT WITH REVETMENT INSTALLATION.

REMOVE AREAS OF PALMS, HEAVY VEGETATION,

A

B-5

REVETMENT. SEE SHEET B-18 FOR DETAILS.

8" FILTER POINT FABRIC FORMED

DETAILS.

NEW ROCK RUBBLE. SEE SHEET B-18 FOR

FIELD OBSERVED WETLAND BOUNDARIES

ABUTMENT 1 ABUTMENT 3

BENT 2

INDICATES WORK IDENTIFICATION

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SPAN 1

25'-0"

50'-0"±

EL. 9.5

HIGH WATER

WATER EL. 5.4

EXISTING

SPAN 2

25'-0"

42 3 2 43

(TYP.)

CROSS BEAM

NEW STEEL

CONCRETE PILE CAP

NEW REINFORCED

CHANNEL BOTTOM

APPROXIMATE

¡ NEW CRUTCH BENT

¡ BENT 2

(TYP.)

WITH ENCASEMENT

NEW STEEL H-PILE

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 2:34:05 PM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1Plan01.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

ELEVATION

NOTES:

LEGEND:

E N

D

B

E N

T

E N

D

B

E N

T

EXISTING STRUCTURE

PROPOSED STRUCTURE

FORMED REVETMENT

LIMITS OF FILTER POINT FABRIC

POINT FABRIC FORMED REVETMENT

LIMIIT OF ROCK RUBBLE AND FILTER

ELEVATION WITH

WORK IDENTIFICATION

DOWNSTREAM SIDES OF THE BRIDGE.

STREAMBED ELEVATIONS ON THE UPSTREAM AND

A UNIFORM TRANSITION BETWEEN THE NATURAL

FOLLOWING REVETMENT INSTALLATION TO PROVIDE

INSTALLATION AND REPLACE FILL AS NECESSARY

1. EXCAVATE AS NECESSARY FOR REVETMENT

WORK IDENTIFICATION:

SHEETS B-9 THRU B-17 FOR DETAILS.

NEW CRUTCH BENT AT BENT 2. SEE

DEBRIS IN CONFLICT WITH REVETMENT INSTALLATION.

REMOVE AREAS OF PALMS, HEAVY VEGETATION,

# INDICATES WORK IDENIFICATION

B-6

REVETMENT. SEE SHEET B-18 FOR DETAILS.

8" FILTER POINT FABRIC FORMED

DETAILS.

NEW ROCK RUBBLE. SEE SHEET B-18 FOR

BARRIER (78 FT)

FLOATING TURBIDITY

BARRIER (78 FT)

FLOATING TURBIDITY

B-7

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BRIDGE NO. 794009

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 11/4/2025 10:20:28 AM c:\transystems\pw_local\transyscorp-pw1\d1519572\AERIAL.dgn

P.E. NO. 70945

3230 W. COMMERCIAL BLVD., SUITE 450

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

rjl

JPD

NMR

NATALIE M. RODRIGUEZ, P.E.

NMR

BRIDGE REHABILITATION

EROSION CONTROL PLAN

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BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 2:47:53 PM c:\transystems\pw_local\transyscorp-pw1\d1519572\B1GeneralNotes01.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

STORMWATER POLLUTION PREVENTION PLAN

SITE DESCRIPTION:1.0

NATURE OF CONSTRUCTION ACTIVITY:1.A

SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:1.B

AREA ESTIMATES:1.C

0.058 ACRESTOTAL AREA TO BE DISTURBED:

0.058 ACRESTOTAL SITE AREA:

RUNOFF DATA:1.D

SITE MAP:1.E

EROSION AND SEDIMENT CONTROLS:2.A

STORMWATER MANAGEMENT:2.B

OTHER CONTROLS:2.C

WASTE DISPOSAL:2.C.1

OFF-SITE VEHICLE TRACKING & DUST CONTROL:2.C.2

SEPTIC SYSTEMS.

AND LOCAL REGULATIONS FOR WASTE DISPOSAL, AND SANITARY SEWER OR

DESCRIBE THE PROPOSED PROCEDURES TO COMPLY WITH APPLICABLE STATE

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL

SANITARY SEWER, OR SEPTIC TANK REGULATIONS:

STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL,2.C.3

MAINTENANCE:3.0

BEFORE THE FLOATING TURBIDITY BARRIER IS EXPIRED.

* FLOATING TURBIDITY BARRIER - PROJECT IS ANTICIPATED TO BE COMPLETED

INSPECTIONS:4.0

PROVIDE ADDITIONAL MEASURES, AS APPROVED BY THE ENGINEER.

SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL

STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO MINIMIZE EROSION, RETAIN

IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND

THAT INDICATE ITEMS ARE NOT IN GOOD WORKING ORDER.

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTION

* LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

* FLOATING TURBIDITY BARRIER

STORMWATER POLLUTION PREVENTION PLAN.

INSPECT THAT CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST

CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO

SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE

INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE DAILY RAINFALL. WHERE

STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY, THE CONTRACTOR SHALL

EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE

NON-STORMWATER DISCHARGES:5.0

APPROVED STATE AND LOCAL PLANS AND PERMITS:2.C.6

IMPACT COORDINATOR.

CONTACTED, WHO WILL THEN NOTIFY THE VOLUSIA COUNTY CONTAMINATION

CEASE IN THAT AREA. VOLUSIA COUNTY PROJECT ENGINEER SHALL BE

IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, OPERATIONS SHALL

DISCHARGES.

PROPOSED MEASURES TO PREVENT POLLUTION OF THESE NON-STORMWATER

FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE THE

IDENTIFY ALL ANTICIPATED NON-STORMWATER DISCHARGES (EXCEPT FLOWS

IN THE SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL

BRIDGE IS 50 FT. LONG BY 43 FT. WIDE.

CREEK. THE PROJECT IS LOCATED AT BRIDGE NO. 794009, THE EXISTING

OF A CRUTCH BENT AT BENT 2 AT THE TAYLOR ROAD BRIDGE OVER SPRUCE

COUNTERMEASURES ALONG THE ABUTMENT AND WINGWALLS AND INSTALLATION

THIS PROJECT LOCATED IN VOLUSIA COUNTY, INVOLVES INSTALLATION OF SCOUR

B-8

LIMITS.

STRUCTURAL MAINTENANCE IMPROVEMENT. SEE SHEET B-5 FOR

SOIL DISTURBANCE IS LIMITED TO EROSION PROTECTION AND

* AREAS OF SOIL DISTURBANCE:

N/A. WORK IS LIMITED TO STRUCTURAL MAINTENANCE IMPROVEMENTS.

* APPROXIMATE SLOPES:

N/A. WORK IS LIMITED TO STRUCTURAL MAINTENANCE IMPROVEMENTS.

* DRAINAGE PATTERNS:

THESE CONSTRUCTION PLANS:

FOR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON THE KEY SHEET OF

OF THE REQUIRED INFORMATION IS DESCRIBED BELOW. THE SHEET NUMBERS

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE LOCATION

240910-1.

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) GENERAL PERMIT

RUNOFF COEFFICENTS: N/A

*DISCHARGE POINTS TO SURFACE WATERS: N/A

* SURFACE WATERS: SPRUCE CREEK

WORK IS LIMITED TO STRUCTURAL MAINTENANCE IMPROVEMENTS.

* AREAS TO BE STABILIZED: N/A

SHEET.

CONTROL ITEMS ARE PROVIDED IN THE EROSION CONTROL PLAN

LOCATIONS AND QUANTITIES OF TEMPORARY EROSION AND SEDIMENT

* LOCATIONS OF TEMPORARY CONTROLS:

WORK IS LIMITED TO STRUCTURAL MAINTENANCE IMPROVEMENTS.

* AREAS TO NOT BE DISTURBED: N/A

RECEIVING WATERS: N/A1.F

THE SWPPP IN THE SECTION 104 EROSION CONTROL PLAN.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PORTION OF

FERTILIZERS AND PESTICIDES: N/A2.C.4

TOXIC SUBSTANCES:2.C.5

MIGRATION, STORAGE, AND DISPOSAL OF THESE SUBSTANCES.

JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION,

PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE LIKELY TO BE USED ON THE

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

CONTROL PLAN.

DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION 104 EROSION

MINIMIZE LOSS OF LOAD INTO THE AIR. THE CONTRACTOR IS RESPONSIBLE FOR

CONSTRUCTION VEHICLES WILL BE REQUIRED TO COVER THEIR LOADS TO

INSTALL FLOATING TURBIDITY BARRIER PER THE EROSION CONTROL PLAN.

PORTION OF THE SWPPP IN THE SECTION 104 EROSION CONTROL PLAN.

PRACTICES. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS

SEQUENCE OF CONSTRUCTION AND THE USE OF STABILIZATION STRUCTURAL

THE FOLLOWING DISCUSSION DEFINES GENERAL GUIDELINES FOR THE

PROJECT PLANS.

4. CRUTCH BENT CONSTRUCTION: CRUTCH BENT SHALL BE INSTALLED PER

SHALL BE INSTALLED PER PROJECT PLANS.

3. SCOUR COUNTERMEASURES CONSTRUCTION: ALL SCOUR COUNTERMEASURES

THE SCOUR COUNTERMEASURES.

2. CLEARING AND GRUBBING, EARTHWORK REQUIRED FOR INSTALLATION OF

1. PLACEMENT OF ALL EROSION CONTROL DEVICES.

CONSTRUCTION ACTIVITIES IN THE SECTION 104 EROSION CONTROL PLAN.

CONTRACTOR TO CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL

SEQUENCE FOR THE ENTIRE PROJECT CAN VARY SIGNIFICANTLY FROM

THIS DOCUMENT, AND IS APPROVED BY THE ENGINEER. THE DETAILED

EXCEEDS THE EROSION AND SEDIMENT CONTROL PRACTICES DESCRIBED IN

THE CONTRACTOR CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL TO OR

THE FOLLOWING SEQUENCE OF MAJOR ACTIVITIES SHALL BE FOLLOWED UNLESS

LEGEND:

TYPICAL SECTION - WEST ELEVATION

T

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A

"4 11'-4

SHOULDER

8'-0"

LANE

12'-0"

LANE

12'-0"

SHOULDER

8'-0"

"4 11'-4

"4 15'-3"2

142'-8"4 15'-3

¡ BEARING

¡ HP 14X102 (TYP.)

¡ BEARING

EL. 7.38

EL. 10.38

NEW CRUTCH BENT

¡ TAYLOR RD. AND

"4 16'-1012 @ 2'-5" = 29'-0""4

16'-10

EL. 5.4

WATER

EXISTING

NEW HP 14X102 (TYP.)

NEW HP 14X102 (TYP.)

PILES (TYP.)

PRESTRESSED

EXISTING

PILE ENCASEMENT (TYP.)

(M I N

2'-3"2'-3""2 124'-4"2

124'-42'-3"2'-3"

(M I N

EL. -0.8

100-YEAR SCOUR

CHANNEL BOTTOM OR

LOWER OF EXISTING

EL. -0.8

100-YEAR SCOUR

CHANNEL BOTTOM OR

LOWER OF EXISTING

SHEET B-13)

(TYP.) (SEE

DIAPHRAGM

INTERMEDIATE

PILE CAP (TYP.)

NEW CONCRETE

BEARING (TYP.)

NEW ELASTOMERIC

NEW W36X247

(SEE NOTE 1) (TYP.)

PEDESTAL "B"

NEW CONCRETE

(SEE NOTE 1) (TYP.)

PEDESTAL "A"

NEW CONCRETE

CAP EL. 14.10

TOP OF EXIST.

CAP EL. 12.63

BOT. OF EXIST.

CAP EL. 13.04

BOT. OF EXIST.

CAP EL. 14.35

TOP OF EXIST.

CAP EL. 14.01

TOP OF EXIST.

CAP EL. 12.52

BOT. OF EXIST.

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 10:22:51 AM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1IntBentDet01.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

CRUTCH BENT ELEVATION

WATER LINE

EXISTING STRUCTURE

PROPOSED STRUCTURE

B-9

PILE ENCASEMENT NOTES:

TOP BEVEL PER MANUFACTURER'S RECOMMENDATIONS.

PILE CAP AND THE TOP OF THE ENCASEMENT TO ALLOW FOR

PROVIDE ADEQUATE OFFSET BETWEEN THE BOTTOM OF THE 2.

APPROVED EQUAL TO THE LIMITS SHOWN ON THE PLAN.

ENCASEMENT SYSTEM, SUCH AS DENSO SEASHIELD OR

ONCE PILES ARE IN PLACE, FURNISH AND INSTALL PILE 1.

NOTES:

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

DISCREPANCY FROM ELEVATIONS SHOWN.

ERECTING CRUTCH BENT. NOTIFY ENGINEER OF ANY

VERIFY EXISTING BENT CAP ELEVATIONS PRIOR TO 3.

SHEET B-16.

FOR REINFORCED CONCRETE PILE CAP DETAILS SEE 2.

FOR CONCRETE PEDESTAL DETAILS SEE SHEET B-15.1.

Bore #

Latitude

Longitude

Elevation

Vertical Datum

Date

Driller

Hammer

Rig

BB-01

29.0840121

-81.0650003

18'

NAVD88

5/13/2025

J. BARRIOS

Auto

D50

14" ASPHALT

4" LIMEROCK BASE

BROWN TO GRAY FINE SAND (SP)

GRAY FINE SAND WITH SOME SHELL FRAGMENTS (SP)

GRAY SLIGHTLY SILTY FINE SAND (SP-SM)

GRAY FINE SAND WITH SOME SHELL FRAGMENTS (SP)

GRAY SLIGHTLY SILTY FINE SAND WITH TRACE LIMESTONE FRAGMENTS (SP-SM)

GRAY TO LIGHT GRAY SLIGHTLY SILTY FINE SAND (SP-SM)

LIGHT GRAY FINE SILTY SAND (SM)

GRAY FINE SAND WITH LITTLE TO SOME LIMESTONE FRAGMENTS (SP)

LIGHT BROWN LIMESTONE

LIGHT BROWN TO GRAY FINE SAND (SP)

LIGHT BROWN FINE SAND WITH TRACE LIMESTONE FRAGMENTS (SP)

Boring Terminated at Elev. -82ft

Casing Length 100ft

50/3

50/2

GRAY TO BROWN FINE SAND (SP)

GRAY TO BROWN FINE SAND WITH SILT (SP-SM)

GRAY TO BROWN FINE SAND (SP)

GRAY FINE SAND (SP)

GRAY SILTY SAND (SM)

E L E

V A

T I O

N

(F

E E

T

N A

V D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

E L E

V A

T I O

N

(F

E E

T

N A

V D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

LIGHT BROWN FINE TO COARSE SAND WITH FEW LIMEROCK FRAGMENTS (SP)

LEGEND

SAND

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488)

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

SP

NUMBERS TO THE LEFT OF BORINGS INDICATE

SPT VALUE FOR 12 INCHES OF PENETRATION

(UNLESS OTHERWISE NOTED).

N

AREHNA PROJECT NO. B-20-060.01

SAFETY HAMMER

MEDIUM DENSE

AUTOMATIC HAMMER

GRANULAR MATERIALS-

SPT N-VALUE

GREATER THAN 24

LESS THAN 3

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 40

3 to 8

16 to 30

8 to 15

LESS THAN 1

3 to 6

1 to 3

6 to 12

24 to 40

8 to 24

12 to 24

CONSISTENCY

FIRM

SOFT

VERY STIFF

STIFF

SILTS AND CLAYS

VERY SOFT

4 to 8

2 to 4

RELATIVE DENSITY

LOOSE

DENSE

VERY DENSE

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

30 to 50

10 to 30

4 to 10

SPT N-VALUE

LESS THAN 2

VERY LOOSE

HARD GREATER THAN 30

LESS THAN 4

GREATER THAN 50

APPROXIMATE SPT BORING LOCATION

SILTY SAND

ASPHALT

LIMESTONE

GROUNDWATER TABLE

NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION50/4

CASING

GRAVEL

SHELLY SAND

GRAVELLY SAND

SLIGHTLY AGGRESSIVE

(RESISTIVITY = 4,600 OHM-CM)

STEEL: MODERATELY AGGRESSIVE

CONCRETE: SLIGHTLY AGGRESSIVE

SUPERSTRUCTURE

SUBSTRUCTURE

SUBSTRUCTURE

7.8

0 PPM

90 PPM

9,000 OHM-CM

pH

SULFATES

CHLORIDES

RESISTIVITY

ENVIRONMENTAL CLASSIFICATION:

TEST RESULTS: SOIL

7.5

20 PPM

55 PPM

4,600 OHM-CM

WATER

NATURAL MOISTURE CONTENT (%)

FINES PASSING THE #200 STANDARD SIEVE (%)

w%

-200

Feet

100200

N

TAYLOR RD

BB-01

-200 = 10 w% = 27

Sample @ 14' to 16'

-200 = 20 w% = 33

Sample @ 53.5' to 55'

-200 = 41 w% = 45

Sample @ 73.5' to 75'

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BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 2:53:10 PM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1Boring01.dgn

REPORT OF CORE BORINGS

P.E. NO. 72949

5389 N. NOB HILL ROAD

AREHNA ENGINEERING, INC.

SUNRISE, FLORIDA 33351

DG

AT

KH

KEVIN M. HILL, P.E.

KH

B-10

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3'-6""2 124'-4"2

124'-43'-6"

(TYP.)

90°0'0" SQ. PILE (TYP.)

EXISTING 14"

UTILITES

OVERHEAD

EXISTING

EXISTING BENT 2 CAP

15'-1"±

¡ CRUTCH BENT

¡ BENT 2

(BENT 2S)

¡ NEW HP 14X102 (TYP.)

� NEW CRUTCH BENT

¡ TAYLOR RD.

(BENT 2N)

¡ NEW HP 14X102 (TYP.)

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

rllogan 11/3/2025 6:46:17 PM c:\transystems\pw_local\transyscorp-pw1\a-e_rllogan\d1508499\B1FoundLay01.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

PLAN

LEGENDNOTES:

UTILITIES.

INFORMATION ABOUT OVERHEAD

3. REFER TO GENERAL NOTES FOR

ALONG ¡ PILES.

2. PILE SPACINGS ARE DIMENSIONED

1. ALL PILES TO BE DRIVEN PLUMB.

CRUTCH BENT FOUNDATION LAYOUT

PROPOSED STRUCTURE

TEST PILE LOCATION

B-11

EXISTING STRUCTURE

EXISTING OVERHEAD ELECTRICAL

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BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 10:27:56 AM c:\transystems\pw_local\transyscorp-pw1\d1508499\PILE DATA TABLE.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

PILE DATA TABLE

DESIGN CRITERIAINSTALLATION CRITERIA PILE CUT-OFF ELEVATIONS

NUMBER

BENT

or

PIER

(in.)

SIZE

PILE

(tons)

RESISTANCE

BEARING

NOMINAL

(ft.)

ELEVATION

TIP

MINIMUM

(ft.)

ELEVATION

JET

REQUIRED

(ft.)

ELEVATION

PREFORM

REQUIRED

(tons)

LOAD

DESIGN

FACTORED

(tons)

DRAG

DOWN

(tons)

RESISTANCE

SCOUR

TOTAL

(tons)

RESISTANCE

SCOUR

NET

(ft.)

ELEVATION

SCOUR

100-YEAR

PILE 1 PILE 2 PILE 3 PILE 4

FACTORED DESIGN LOAD + NET SCOUR RESISTANCE + DOWN DRAG

Ø

= NOMINAL BEARING RESISTANCE

(tons)

LOAD

UPLIFT

DESIGN

FACTORED

Ø

M P

R E

S S I O

N

TABLE DATE 01/01/16

(tons)

RESISTANCE

UPLIFT

NOMINAL

Ø

P

L I F

T

2N

2S

PILE DATA TABLE

50 60HP 14x102 100 N/A -23 N/A N/A N/A N/A -0.8 0.75 N/A 8.38

HP 14x102 100 N/A -23 50 N/A N/A 60 N/A N/A -0.8 0.75 N/A

12 12

12 12

100% DYNAMIC TESTING IS REQUIRED AT ALL NEW PILES.

WHICHEVER IS DEEPER.

BELOW THE 100-YEAR SCOUR ELEVATION OR REQUIRED JET ELEVATION,

THE CONTRACTOR SHOULD NOT ANTICIPATE BEING ALLOWED TO JET PILES

NO JETTING WILL BE ALLOWED WITHOUT THE APPROVAL OF THE ENGINEER.

FOR DETERMINATION OF THE REQUIRED DRIVING RESISTANCE.

DIFFER FROM THOSE SHOWN ON THE TABLE, THE ENGINEER SHALL BE RESPONSIBLE

UNTIL THE PILE DRIVING IS COMPLETED. IF JETTING OR PREFORMING ELEVATIONS

LOWERED TO THE ELEVATION AND CONTINUE TO OPERATE AT THIS ELEVATION

WHEN A REQUIRED JETTING ELEVATION IS SHOWN, THE JET SHALL BE

MINIMUM TIP ELEVATION IS REQUIRED FOR LATERAL STABILITY.

INSTALLATION ACTIVITIES.

VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY PILE

STORM EVENT.

100-YEAR SCOUR ELEVATION - ESTIMATED ELEVATION OF SCOUR DUE TO THE 100 YEAR

TO THE SCOUR ELEVATION.

REQUIRED PREFORMED OR JETTING ELEVATION

RESISTANCE PROVIDED BY THE SOIL FROM THE

NET SCOUR RESISTANCE - AN ESTIMATE OF THE ULTIMATE STATIC SIDE FRICTION

RESISTANCE PROVIDED BY THE SCOURABLE SOIL.

TOTAL SCOUR RESISTANCE - AN ESTIMATE OF THE ULTIMATE STATIC SIDE FRICTION

(SPECIFY ONLY WHEN DESIGN REQUIRES UPLIFT CAPACITY).

THE 100 YEAR SCOUR ELEVATION TO RESIST PULLOUT OF THE PILE

UPLIFT RESISTANCE - THE ULTIMATE SIDE FRICTION CAPACITY THAT MUST BE OBTAINED BELOW

PILE INSTALLATION NOTES

(ft.)

LENGTH

PILE

TEST

B-12

8.38

8.38

8.38

8.38

8.38

8.38

8.38

CRUTCH BENT FRAMING PLAN

B

SECTION A-A

SECTION B-B

(TYP.)

(TYP.)

(TYP.)

LEGEND:

GIRDER ELEVATION

BA

A

NOTES:

WELD TERMINATION DETAIL

(T Y P

MILL TO BEAR

(M I N

T

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

"2 126'-7"2

126'-7

53'-3"

90°0'0"

9" 9"

"4 11'-8"4

11'-8

1'-10"

"2 13'-4

C I P

T

O P

P I N

G

"2 13'-4

(T Y P

M I N

(T Y P

(TYP.)

1" MIN.

¡ TAYLOR RD.

T O

P

F

L A

N G

E

E X I S

T I N

G

C

H A

N N

E L

B

E A

M

END CROSS FRAME (TYP.)

¡ BENT 2

¡ BEARING ¡ BEARING

W36X247

STIFFENER (TYP.)

" x 7" BEARING 4

¡ BEARING¡ BEARING

"2 1L5X5X

BOLTS (TYP.)

" Ø A325 8

¡ W36X247 (TYP.)

" (TYP.)2

1L5X5X

¡ BENT 2

(TYP.)

STIFFENER

" x 7" 4

BEAM STEM (TYP.)

EXISTING CHANNEL

STIFFENER (TYP.)

" x 7" BEARING 4

BEARING (TYP.)

ELASTOMERIC

7'-6"

16'-0""2 110'-7"2

110'-716'-0"

16'-0""2 110'-7"2

110'-716'-0"

(TYP.)

INT DIAPHRAGM

BACK OF NEAR SIDE ANGLE

" FILL PLATE WELDED TO THE 4

(TYP.)

FROM GIRDERS

DRAINAGE AWAY

REDIRECT

PIPE TO

DECK DRAINAGE

TO BRIDGE

ADD EXTENSION

54'-9"

¡ NEW W36X247

(T Y P

(T Y P

(TYP.)

"2

(TYP.)

"4

(TYP.)

"4

WELD (TYP.)

"4

3"

3"

"8

BENT CAP

CRUTCH

CONCRETE

(TYP.)

ANCHOR ROD

TYP.

"8

TYP.

"8

(TYP.)

(SEE NOTE 2)

CONCRETE PEDESTAL

(TYP.)

PIPE (TO REMAIN)

DECK DRAINAGE

EXISTING BRIDGE

MC18x42.7 DIAPHRAGM

EXISTING 14" SQ. PILE

(TYP.)

¡ W36X247

(TYP.)

STRENGTH BOLTS

" DIAMETER HIGH 8

(TYP.)

" x 7" STIFFENER 4

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 10:33:43 AM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1IntBentDet02.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

CRUTCH BENT FRAMING PLAN AND SECTION

Ð

EXISTING STRUCTURE

PROPOSED STRUCTURE

B-13

Ð

Ð

FOR BEARING DETAILS, SEE SHEET B-14. 3.

SHEET B-15.

FOR CONCRETE PEDESTAL DETAILS SEE 2.

FABRICATION.

SHOP DRAWINGS ARE REQUIRED FOR STEEL 1.

PLAN VIEW

SECTION A-A

NOTES

"2 110"2

1102" ℄ BEARING ASS ℄ GIRDE

SOLE PLATE

7" 7"

1'-2"

(T Y P

M I N

COVER (TYP.)

" ELASTOMER4

1 "

3 ~ 10 GAGE STEEL PLATES

" ELASTOMER COVER4

LAYER (TYP.)

SECTION A-A

(T Y P

10"

SOLE PLATE

¡ BEARING

¡ GIRDER &

BEARING PAD

ELASTOMERIC

BEARING PAD

ELASTOMERIC

W36x247

SIDES ONLY

" (TYP.)4

5" 5"

1'-0"

A

A

B B

SECTION B-B

SOLE PLATE

W36x247

W36x247

9"

BEARING PAD

ELASTOMERIC

(T Y P

M I N

¡ ANCHOR ROD

¡ BEARING &

(TYP.)

STIFFENER

BEARING

BEARING STIFFENER

(TYP.)

℄ ANCHOR  ℄ ANCHOR ℄ BEAR

* NOTE: END 1 = BENT 2N, END 2 = BENT 2S

COVER (TYP.)

" ELASTOMER4

3 ~ 10 GAGE STEEL PLATES

" ELASTOMER COVER4

LAYER (TYP.)

10"

SECTION B-B

1'-2"

"8 51 "8

SLOTTED HOLE DETAIL

℄ ANCHOR ℄ BEARI ℄ ANCHOR

"4

ANCHOR ROD DETAIL

REMOVAL

NUT TO PREVENT

TORQUE LOCKING

BEARING PAD

ELASTOMERIC

SOLE PLATE

W36x247

HOLE WITH GROUT

4" Ø PREFORMED

GROUT TUBE

(TYP.)

(SEE DETAIL)

ANCHOR ROD

(TYP.)

(SEE DETAIL)

ANCHOR ROD

(TYP.)

TWO HEAVY HEX NUTS

SWEDGE ANCHOR ROD WITH

" Ø F1554 GRADE 55 4

(TYP.)

(SEE DETAIL THIS SHEET)

SLOTTED HOLE

¡ ANCHOR ROD

¡ BEARING &

TOP OF CRUTCH BENT CAP

(TYP.)

SIDES ONLY

TOP OF CRUTCH BENT CAP

TOP OF CRUTCH BENT CAP

(TYP.)

FACE PER SPECIFICATION

CAULK FRONT AND BACK

DETAIL "C"

9"

M I

"8 1"16

DETAIL "C"

DETAIL "C"

2"

G

A P

IN ACCORDANCE WITH SPECIFICATION SECTION 962-11.

D. ANCHOR RODS, NUTS, AND WASHERS SHALL BE HOT DIP GALVANIZED

C. WASHERS: F436

B. HEAVY HEX NUTS: A563 GRADE DH

A. ANCHOR RODS: ASTM F1554 GRADE 55

BEARING ANCHORAGE MATERIALS: 5.

VULCANIZATION DURING THE MOLDING PROCESS.

THE STEEL SOLE PLATE SHALL BE BONDED TO THE ELASTOMER BY 4.

DURING WELDING.

CRAYONS SHALL BE USED TO MONITOR THE STEEL TEMPERATURE

BE KEPT TO BELOW 250 DEGREES F (12O DEGREES C). TEMPERATURE

THE TEMPERATURE OF THE STEEL ADJACENT TO THE BEARING MUST 3.

GRADE 35, TYPE 1.

2. STEEL PLATES IN BEARING PADS SHALL CONFORM TO ASTM A1011

FROM FDOT STANDARD PLANS INDEX 400-510, EXCEPT AS NOTED.

PSI, AND CONFORM TO ALL THE REQUIREMENTS OF THE TYPE AA PAD

NEOPRENE BEARING PADS SHALL HAVE A SHEAR MODULUS (G) OF 150 1.

T

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

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 11:54:31 AM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1BearingDet01.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

BEARING DETAILS

B-14

LOCATION

L W

NO.

REQ'D

4NEW CRUTCH BENT

BEARING PAD DATA TABLE

PAD

TYPE

AA MODIFIED

BEAM

TYPE

W36x247 1 AND 2

BEAM BEARING PAD

DIMENSION

1'-2"10"

END *

(SHOWING BEARING PAD ONLY)

(SHOWING BEARING PAD ONLY)

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

1'-0"

¡ DOUBLE TEE STEM

(BELOW STEMS OF WIDENING DOUBLE TEE BEAMS)

¡ W36

3"6"3"

¡ W36

3"5"5"3"

1'-4"

¡ SHEAR STUDS (TYP.) ¡ SHEAR STUDS (TYP.)

(BELOW STEMS OF ORIGINAL CHANNEL BEAMS)

4P01 (TYP.)

4P02 (TYP.)

SPA. = 1'-0"

4~4P02 @ 4"

¡ W36

"2 11'-4

¡ W36

4P01

4P02

SPA. = 8"

3~4P01 @ 4"

1'-0"

TOP FLANGE

BOT. OF W36

TOP FLANGE

BOT. OF W36

4P03 (TYP.)

6"

5"5"

"2 11'-4 1'-4"

SPA. = 1'-0"

4~4P03 @ 4"

SPA. = 1'-0"

4~4P03 @ 4"

STUD (TYP.)

HEADED SHEAR

" 4

1" DIA. X 24

4P034P03

(TYP.)

2" COVER

(TYP.)

2" COVER

(S

D O

U B

L E

T

E E

(N

D O

U B

L E

T

E E

(S

D O

U B

L E

T

E E

(N

D O

U B

L E

T

E E

STUD (TYP.)

HEADED SHEAR

" DIA. X 4" 4

¡ JOINT OR ¡ STEM

PEDESTAL "A"

PEDESTAL "B"

8"

8"

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 3:19:21 PM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1IntBentDet04.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

PEDESTAL DETAILS

B-15

PEDESTAL "A" PLAN

B

A

A

SECTION C-C

SECTION A-A

SECTION B-B

SECTION D-D

B D D

C

C

PEDESTAL "B" PLAN

NOTES:

FIELD-MEASURED PEDESTAL HEIGHT IS LESS THAN 3 INCHES.

MAINTAIN CONCRETE COVER. NOTIFY THE ENGINEER IF THE

HEIGHTS MAY VARY. FIELD-CUT 4P03 LEGS AS NECESSARY TO

ASSUMES ZERO CAMBER IN THE W36 CROSS GIRDER. ACTUAL

PEDESTAL HEIGHTS ARE BASED ON AVAILABLE SURVEY DATA AND 4.

CHANNEL BEAMS AND DOUBLE TEE BEAMS.

PEDESTALS SHALL PROVIDE BEARING FOR EXISTING PRECAST 3.

THE TOP AND SIDES OF THE CONCRETE PEDESTALS.

CONCRETE COVER FOR REINFORCEMENT BARS SHALL BE 2 INCHES ON 2.

BEAM STEM PRIOR TO CASTING CONCRETE PEDESTALS.

SPECIFICATION SECTION 700-11 TO BOTTOM OF EXISTING PRECAST

ADHERE ORGANIC FELT BOND BREAKER IN ACCORDANCE WITH 1.

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

6'-6"

ANCHOR BOLT (TYP.)

¡ HP 14 (TYP.)

¡ ANCHOR BOLT

E M

B E

D

¡ HP 14 (TYP.)

BOLT (TYP.)

¡ ANCHOR ¡ ANCHOR BOLT

¡ BEARING &

¡ CAP,

(T Y P

5B02

5B02

8B03 (TYP.)

5B01 (TYP.)

5B01

(TYP.)

9B04

(TYP.)

9B05

9B05

@ 6" SPACING

9B06

(TYP.)

8B03

(TYP.)

2 ~ 9B07

5B02

(TYP.)

2 ~ 9B06

(TYP.)

2 ~ 9B05

(TYP.)

2 ~ 9B04

5 ~ 9B04

@ 6" SPA.

5 ~ 9B04

(TYP.)

9B07

9B07

B

M A

X

S P

A

M A

X

S P

A

B

9B06

@ 6" MAX. SPA.

6 ~ 9B06

(TYP.)

5B09

13 ~ 5B01 EVENLY SPACED

6'-6"

1'-6"1'-9"1'-9"1'-6"

6'-6"

3'-6"

4'-6"

14 ~ 5B02 EVENLY SPACED

PILE (TYP.)

WITH 5B02 AT

8B03 LAPPED

¡ W36X247

¡ W36X247

HP 14 (TYP.)

3'-3" 3'-3"

(TYP.)

5B09

7'-6"

E M

B E

D

¡ BENT 2

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 11:06:58 AM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1IntBentDet03.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

CRUTCH BENT CAP DETAILS

PILE CAP PLAN

SECTION A-A

SECTION B-B

A

B

B

TOP REINFORCEMENT BOTTOM REINFORCEMENT

B-16

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

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 11:26:12 AM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1ReinfBar.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

REINFORCING BAR LIST

LENGTH

FT INSIZE DES BARS

NO TYP

BAR

STY B C D E F H J K N

ANGNOA G FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR

MARK \

5 B08 5-10 4 1 5-10

5 B09 6-10 4 1 6-10

5 B01 12- 4 13 5 2- 4 6-10 0- 5 0- 5

5 B02 9-10 14 11 5-10 2- 0 2- 0

8 B03 5- 1 8 11 2- 2 0-11 2- 0

9 B05 6- 2 4 11 3- 0 1- 7 1- 7

9 B07 6- 3 4 11 3- 1 1- 7 1- 7

B-17

9 B04 6-10 9 1 6-10

9 B06 5-10 10 1 5-10

LOCATION PILE CAP NO. REQUIRED = 2

END OF LIST

LOCATION CROSS GIRDER PEDESTALS NO. REQUIRED = 2

4 P03 2- 0 104 11 1- 0 0- 6 0- 6

4 P01 1- 0 12 1 1- 0

4 P02 0- 8 16 1 0- 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

(M I N

WINGWALL

FRONT FACE OF

FILTER FABRIC

GEOTEXTILE

(M I N

FILTER FABRIC

GEOTEXTILE

ABUTMENT/PILE

FRONT FACE OF

6" (TYP.)

6" (TYP.)

NATURAL SLOPE

FORMED REVETMENT

POINT FABRIC

ARMORFORM FILTER

13'-0"

FILTER FABRIC

GEOTEXTILE

8'-0"5'-0"11"

(M I N

HEADWALL AND APRON

EXISTING CONCRETE

13'-0"

BEDDING STONE

ELEVATION

STREAMBED

NATURAL

(M I N

ELEVATION

STREAMBED

NATURAL

(M I N

BEDDING STONE

BEDDING STONE

9'-0"4'-0"

4'-0" 9'-0"

FORMED REVETMENT

FILTER POINT FABRIC

ABUTMENT/PILE AND

GROUT VOID BETWEEN

5'-0" 5'-0"

(M

I N

(M

I N

(TYP.)

(DITCH LINING)

RIPRAP RUBBLE

(DITCH LINING)

RIPRAP RUBBLE

(M I N

(M

I N

5'-0"

FORMED REVETMENT

POINT FABRIC

ARMORFORM FILTER

(DITCH LINING)

RIPRAP RUBBLE

REVETMENT

FABRIC FORMED

FILTER POINT

ARMORFORM

FABRIC FORMED REVETMENT

WINGWALL AND FILTER

GROUT VOID BETWEEN

FABRIC FORMED REVETMENT

WINGWALL AND FILTER

GROUT VOID BETWEEN

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

kjallali 11/4/2025 3:03:52 PM c:\transystems\pw_local\transyscorp-pw1\d1508499\B1MiscDet01.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

LEGEND:

EARTH

FORMED REVETMENT

FILTER POINT FABRIC

NEW

EXISTING

SECTION A-A SECTION B-B

NOTES:

REVETMENT DETAILS

SECTION C-C

BEDDING STONE

REFER TO SHEET B-5.

2. FOR LOCATIONS OF SECTIONS A-A, B-B AND C-C

BE REPLACED (FILLED) WITHIN THE SAME WORKDAY.

1. ALL MATERIAL DISPLACED FOR EXCAVATION SHALL

CONCRETE

RIPRAP RUBBLE (DITCH LINING)

STREAMBED MATERIAL

B-18

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

BRIDGE NO. 794009

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

REVISIONS

rllogan 11/3/2025 7:05:46 PM c:\transystems\pw_local\transyscorp-pw1\a-e_rllogan\d1508499\B1MiscDet02.dgn

TRANSYSTEMS CORPORATION CONSULTANTS

FORT LAUDERDALE, FLORIDA 33309

RJL

JPD

NMR

VEGETATION AT NORTHWEST WINGWALL VEGETATION AT NORTHEAST WINGWALL VEGETATION AT SOUTHEAST WINGWALL

VEGETATION AND DRAINAGE PIPE AT SOUTHWEST WINGWALL NORTH ELEVATION SOUTH ELEVATION

EXISTING CONDITION PHOTOS

B-19