43046815801-PLANS-08-STRUCTURES_(3).pdf

INDEX OF STRUCTURE PLANS

SHEET NO.

8-1

8-2

BQl-1

8-3

8-4

8-5

8-6

8-7

81-1

81-2

81-3

81-4

81-5

81-6

81-7

81-8

81-9

81-10

81-11

81-12

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81-16

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81-18

81-19

81-20

81-21

81-22

81-23

81-24

81-25

81-26

81-27

82-1

82-2

SHEET DESCRIPTION

STRUCTURE KEY SHEET

SIGNATURE SHEET

SUMMARY OF STRUCTURE QUANTITIES

GENERAL NOTES

RUBBLE RIPRAP DETAILS (] OF 4)

RUBBLE RIPRAP DETAILS (2 OF 4)

RUBBLE RIPRAP DETAILS (3 OF 4)

RUBBLE RIPRAP DETAILS (4 OF 4)

PLAN AND ELEVATION

PROFILE GRADE

BRIDGE HYDRAULIC RECOMMENDATIONS

REPORT OF CORE BORINGS (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

CONSTRUCTION SEQUENCE

SECTION THROUGH BRIDGE

FOUNDATION LAYOUT

PILE DATA TABLE

END BENT 1

END BENT 4

END BENT DETAILS (1 OF 3)

END BENT DETAILS (2 OF 3)

END BENT DETAILS (3 OF 3)

INTERMEDIATE BENTS 2 AND 3

INTERMEDIATE BENT DETAILS

FLORIDA SLAB BEAM TABLE OF BEAM VARIABLES

TYPICAL SECTION THROUGH BRIDGE DECK

SUPERSTRUCTURE

SUPERSTRUCTURE DETAILS (1 OF 2)

SUPERSTRUCTURE DETAILS (2 OF 2)

FINISH GRADE ELEVATIONS (1 OF 3)

FINISH GRADE ELEVATIONS (2 OF 3)

FINISH GRADE ELEVATIONS (3 OF 3)

REINFORCING BAR LIST (1 OF 2)

REINFORCING BAR LIST (2 OF 2)

LOAD RATING SUMMARY TABLE

TEMPORARY DETOUR BRIDGE GENERAL NOTES

TEMPORARY DETOUR BRIDGE PLAN AND ELEVATION

DEVELOPMENTAL DESIGN STANDARDS

D400-092 APPROACH SLABS (20 FT.) (FLEXIBLE PAVEMENT APPROACHES)

STANDARD PLANS FOR BRIDGE CONSTRUCTION

TEMPORARY DETOUR BRIDGE GENERAL NOTES AND DETAILS

TEMPORARY DETOUR BRIDGE - TIMBER PILE FOUNDATIONS

TEMPORARY DETOUR BRIDGE - STEEL H PILE FOUNDATIONS

TEMPORARY DETOUR BRIDGE - STEEL PILE PIPE FOUNDATIONS

TEMPORARY DETOUR BRIDGE THRIE-BEAM GUARDRAIL

BAR BENDING DETAILS (STEEL)

FLORIDA SLAB BEAM TYPICAL DETAILS AND NOTES

12" FLORIDA SLAB BEAM

ESCAMBllA COUNTY

CONTRACT PLANS

FINANCIAL PROJECT ID 430468-1-58-01

(FEDERAL FUNDS)

ESCAMBIA COUNTY

OCCI E (O.C.) PHI LLI PS ROAD OVER BRUSHY CREEK

BRIDGE REPLACEMENT

BRIDGE NO. 484299

STRUCTURE PLANS

102-200

102-210

102-220

102-230

102-240

415-001

450-450

450-451

455-001

455-002

455-003

455-024

458-110

521-427

630-010

SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS & NOTES

SQUARE PRESTRESSED CONCRETE PILE SPLICES

SQUARE PRESTRESSED CONCRETE PILES - EDC INSTRUMENTATION

24" SQUARE PRESTRESSED CONCRETE PILE

EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD

TRAFFIC RAILING - (36" SINGLE-SLOPE)

CONDUIT DETAILS - EMBEDDED

5chambm 3/5/2024

LOCATION OF PROJECT

9:56:52 AM

STRUCTURE PLANS

ENGINEER OF RECORD:

LEAHANN E. POWELL, P.E.

P.E. NO. 70045

(850) 289-1000

CONSOR ENGINEERS, LLC

4489 WOODBINE ROAD

PACE, FLORIDA 325 71

VENDOR NO. F0593221706- 011

PROJECT MANAGER:

TIM CARDEN

COUNTY COMMISSIONERS:

DISTRICT ONE - JEFF BERGOSH

DISTRICT TWO - MIKE KOHLER

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

DISTRICT THREE - LUMON MAY (CHAIRMAN)

DISTRICT FOUR - ROBERT BENDER

DISTRICT FIVE - STEVEN BARRY (VICE CHAIRMAN)

CONSTRUCTION

CONTRACT NO.

TBD

FISCAL

YEAR

c:\pw _work\american-pw-01\dms03975\B 1 KeySheet0 1.DGN

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BRIDGE NO. 484299

JV 11-23

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

N/A ESCAMBIA 430468-1-58-01

5chambm 3/5/2024 9:56:53 AM c:\pw_work\american-pw-01\dms03975\Signst01.DGN

ESCAMBIA COUNTY

FAX: (850) 289-1001

PHONE: (850) 289-1000

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

LEAHANN E. POWELL, P.E.

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

A

DIROL

F

No 70045

ESNECIL

B-2

SIGNATURE SHEET

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

ON THE DATE ADJACENT TO THE SEAL

SHEET NO. SHEET DESCRIPTION

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

A

DIROL

F

No 79361

ESNECIL

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

ON THE DATE ADJACENT TO THE SEAL

SHEET NO. SHEET DESCRIPTION

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH

L L

E

WOP .E NNA

H A

E L

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

A

DIROL

F

No 66577

ESNECIL

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

ON THE DATE ADJACENT TO THE SEAL

SHEET NO. SHEET DESCRIPTION

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH

B1-5

B1-4

B-2

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

SIGNATURE SHEET

B1-3

B-2

BRIDGE HYDRAULIC RECOMMENDATIONS

SIGNATURE SHEET

N

OS

LEN .K CI

R

E

B2-2

B2-1

B1-27

B1-26

B1-25

B1-24

B1-23

B1-22

B1-21

B1-20

B1-19

B1-18

B1-17

B1-16

B1-15

B1-14

B1-13

B1-12

B1-11

B1-10

B1-9

B1-8

B1-7

B1-6

B1-2

B1-1

B-7

B-6

B-5

B-4

B-3

BQ1-1

B-2

B-1

TEMPORARY DETOUR BRIDGE PLAN AND ELEVATION

TEMPORARY DETOUR BRIDGE GENERAL NOTES

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST (2 OF 2)

REINFORCING BAR LIST (1 OF 2)

FINISH GRADE ELEVATIONS (3 OF 3)

FINISH GRADE ELEVATIONS (2 OF 3)

FINISH GRADE ELEVATIONS (1 OF 3)

SUPERSTRUCTURE DETAILS (2 OF 2)

SUPERSTRUCTURE DETAILS (1 OF 2)

SUPERSTRUCTURE

TYPICAL SECTION THROUGH BRIDGE DECK

FLORIDA SLAB BEAM TABLE OF BEAM VARIABLES

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENTS 2 AND 3

END BENT DETAILS (3 OF 3)

END BENT DETAILS (2 OF 3)

END BENT DETAILS (1 OF 3)

END BENT 4

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

SECTION THROUGH BRIDGE

CONSTRUCTION SEQUENCE

PROFILE GRADE

PLAN AND ELEVATION

RUBBLE RIPRAP DETAILS (4 OF 4)

RUBBLE RIPRAP DETAILS (3 OF 4)

RUBBLE RIPRAP DETAILS (2 OF 4)

RUBBLE RIPRAP DETAILS (1 OF 4)

GENERAL NOTES

SUMMARY OF STRUCTURE QUANTITIES

SIGNATURE SHEET

STRUCTURE KEY SHEET

S

BOCAJ .V HTIE

K

KEITH V. JACOBS, P.E. NO. 66577

FAX: (850) 433-7027

PHONE: (850) 434-0846

PENSACOLA, FLORIDA 32501

328 EAST GADSDEN STREET

LARRY M. JACOBS & ASSOCIATES, INC.

LEAHANN E. POWELL, P.E. NO. 70045

FAX: (850) 289-1001

PHONE: (850) 289-1000

PACE, FLORIDA 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

ERIC K. NELSON, P.E. NO. 79361

FAX: (813) 435-2601

PHONE: (813) 435-2600

WESLEY CHAPEL, FLORIDA 33544

2818 CYPRESS RIDGE BLVD, SUITE 200

CONSOR ENGINEERS, LLC

OCCIE (O.C.) PHILLIPS ROAD OVER BRUSHY CREEK

T H

E

O F

F I

C I

A L

R

C O

D

I

S

E E

T

E C

T R

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CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:56:57 AM c:\pw_work\american-pw-01\dms03975\B1SumOfQuantities01.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

LEAHANN E. POWELL, P.E.

BQ1-1

SUMMARY OF STRUCTURE QUANTITIES

KD 10-20

SUMMARY OF STRUCTURE QUANTITIES - BRIDGE NO. 484299

SECTION

NO.

PAY ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

LUMP SUM ITEMS 0110 3 REMOVAL OF EXISTING STRUCTURE BRIDGE LS/SF 1 1 1915 SF

FOUNDATION

0455 34 5 PRESTRESSED CONCRETE PILING (24" SQ.) END BENT 1 LF 180 800 4 REQUIRED

END BENT 4 180 4 REQUIRED

INTERMEDIATE BENT 2 220 4 REQUIRED

INTERMEDIATE BENT 3 220 4 REQUIRED

0455143 5 TEST PILES-PRESTRESSED CONCRETE (24" SQ.) END BENT 1 LF 60 270 1 REQUIRED

END BENT 4 60 1 REQUIRED

INTERMEDIATE BENT 2 75 1 REQUIRED

INTERMEDIATE BENT 3 75 1 REQUIRED

0530 1 RIPRAP-SAND CEMENT END BENT 1 CY 15.5 31.7

END BENT 4 16.2

0530 3 3 RIPRAP-RUBBLE (F&I, BANK AND SHORE) END BENT 1 TN 1399.4 2186.0

END BENT 4 786.6

0530 74 BEDDING STONE END BENT 1 TN 498.4 778.5

END BENT 4 280.1

SUBSTRUCTURE

0400 4 5 CLASS IV CONCRETE (SUBSTRUCTURE) END BENT 1 CY 17.7 69.8

END BENT 4 17.7

INTERMEDIATE BENT 2 17.2

INTERMEDIATE BENT 3 17.2

0400 148 PLAIN NEOPRENE BEARING PAD END BENT 1 CF 1.6 9.3

END BENT 4 1.6

INTERMEDIATE BENT 2 3.1

INTERMEDIATE BENT 3 3.1

0415 1 5 REINFORCING STEEL (SUBSTRUCTURE) END BENT 1 LB 2902 10062

END BENT 4 2902

INTERMEDIATE BENT 2 2129

INTERMEDIATE BENT 3 2129

APPROACH SLABS

0400 2 10 CLASS II CONCRETE (APPROACH SLABS) APPROACH SLAB 1 CY 30.2 60.4

APPROACH SLAB 2 30.2

0415 1 9 REINFORCING STEEL (APPROACH SLABS) APPROACH SLAB 1 LB 5646 11292

APPROACH SLAB 2 5646

SUPERSTRUCTURE

0400 2 47

SHRINKAGE REDUCING ADMIXTURE)

CLASS II CONCRETE (CIP TOPPING WITH

SPAN 1 CY 36.7 110.1

SPAN 2 36.7

SPAN 3 36.7

0415 1 4 REINFORCING STEEL (SUPERSTRUCTURE) SPAN 1 LB 8925 26775

SPAN 2 8925

SPAN 3 8925

0400 7

LESS THAN 8.5")

BRIDGE DECK GROOVING AND PLANING (DECK

SPAN 1 SY 145.0 435

SPAN 2 145.0

SPAN 3 145.0

0450 8 12

CARBON STEEL, WIDTH 54"

PRESTRESSED BEAM: FLORIDA SLAB BEAM, 12"

SPAN 1 LF 297 890

SPAN 2 297

SPAN 3 297

0458 1 11

BACKER ROD) TYPE D SILICONE

CONSTRUCTION - F&1) (POURED JOINT WITH

BRIDGE DECK EXPANSION JOINT (NEW

END BENT 1 LF 38 152

INTERMEDIATE BENT 2 LF 38

INTERMEDIATE BENT 3 LF 38

END BENT 4 LF 38

BARRIERS

RAILING/

0521 5 13

SINGLE SLOPE)

CONCRETE TRAFFIC RAILING-BRIDGE (36"

APPROACH SLAB 1 LF 43 316

BRIDGE 230

APPROACH SLAB 2 43

0630 2 16

CONCRETE BARRIERS AND TRAFFIC RAILINGS)

CONDUIT, FURNISH & INSTALL (EMBEDDED

BRIDGE LF 946 946

0635 3 13

EMBEDDED

JUNCTION BOX, FURNISH AND INSTALL

BRIDGE EA 4 4

F I

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CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:56:58 AM c:\pw_work\american-pw-01\dms03975\B1GeneralNotes01.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B-3

GENERAL NOTES

UNO - UNLESS NOTED OTHERWISE

TCE - TEMPORARY CONSTRUCTION EASEMENT

PMVC - POINT OF MINIMUM VERTICAL CLEARANCE

MVC - MINIMUM VERTICAL CLEARANCE

EJ - EXPANSION JOINT

EF - EACH FACE

SEE FDOT STANDARD PLANS FOR COMMON ABBREVIATIONS. THE FOLLOWING ARE ADDITIONAL ABBREVIATIONS:

ABBREVIATIONS:

STANDARD PLANS NO. 630-010

CONDUIT TERMINATION: CONDUITS WILL TERMINATE USING A DRIVEN STEEL PIPE MARKER AS SHOWN IN FDOT

FITTINGS: EXPANSION FITTINGS

EMBEDDED JUNCTION BOXES (EJB): EJB "A" MULTIPLE RACEWAYS

TRAFFIC RAILING CONDUIT:

IN THE ROADWAY PLANS AND FDOT STANDARD PLANS NO. 102-600.

WORK PHASING AND PROGRESSION OF THE WORK SHALL CONFORM WITH THE TRAFFIC CONTROL PLANS LOCATED

TRAFFIC CONTROL PLANS AND PHASING OF WORK:

CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL OF THE ENGINEER.

CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED IN THE PLANS. ADDITIONAL

JOINTS IN CONCRETE:

AS REQUIRED.

CASTING SEQUENCE, DECK FORMING SYSTEMS, CONSTRUCTION LOADS, OVERLAYS AND TEMPORARY SHORING, ETC.

ELEVATIONS SHOWN IN THE PLANS. ACCOUNT FOR THEORETICAL DEFLECTIONS DUE TO SELF WEIGHT, DECK

SCREED THE RIDING SURFACE OF THE BRIDGE DECK AND APPROACH SLABS TO ACHIEVE THE FINISH GRADE

SCREEDING DECK SLABS:

484299 BRUSHY CREEK

STANDARD PLANS NO. 521-427:

PLACE THE FOLLOWING BRIDGE NAME AND NUMBER ON THE TRAFFIC RAILINGS IN ACCORDANCE WITH FDOT

BRIDGE NAME AND NUMBER:

PLANS.

ARE APPROXIMATE. FOR DISPOSITION OF UTILITIES, SEE THE UTILITY ADJUSTMENT SHEET(S) IN THE ROADWAY

FOR PLAN LOCATIONS OF EXISTING UTILITIES, SEE SHEET B1-1. LOCATION OF UTILITIES SHOWN IN THE PLANS

UTILITIES:

UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET AND INCHES EITHER HORIZONTALLY OR VERTICALLY

PLAN DIMENSIONS:

CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE.

DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING STEEL ARE TO CENTERLINE OF BAR EXCEPT WHERE

UNLESS SHOWN AS "MINIMUM COVER". SEE FDOT SPECIFICATIONS SECTION 415 FOR ALLOWABLE TOLERANCES. ALL

CONCRETE COVER DIMENSIONS SHOWN IN THE PLANS DO NOT INCLUDE PLACEMENT AND FABRICATION TOLERANCES

EXTERIOR FORMED SURFACES: 4"

EXTERNAL SURFACES CAST AGAINST EARTH OR SURFACES IN CONTACT WITH WATER: 4½"

C.I.P. SUBSTRUCTURE:

PRECAST PRESTRESSED BEAMS: 2"

TOP OF DECK: 2½"'

C.I.P. SUPERSTRUCTURE:

CONCRETE COVER:

GRADE 60 CARBON STEEL PER FDOT SPECIFICATIONS SECTION 931.

REINFORCING STEEL:

400 REQUIREMENTS FOR BRIDGE DECKS.

TO PLACING THE C.I.P. TOPPING. CURE THE C.I.P. TOPPING IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION

SECTION 400 FOR 12 HOURS IMMEDIATELY PRIOR TO PLACING THE C.I.P. TOPPING. REMOVE STANDING WATER PRIOR

THOROUGHLY SATURATE THE TOP SURFACE OF THE FSB'S WITH WATER IN ACCORDANCE WITH FDOT SPECIFICATIONS

C.I.P. TOPPING:

C.I.P. TOPPING SHALL UTILIZE SHRINKAGE REDUCING ADMIXTURE.

PRESTRESSED CONCRETE BEAMSF'C = 8500 VI

PRESTRESSED CONCRETE PILESF'C = 6000 V (SPECIAL)

C.I.P. SUBSTRUCTUREF'C = 5500 IV

C.I.P. SUPERSTRUCTUREF'C = 4500 II (BRIDGE DECK)

C.I.P. APPROACH SLABSF'C = 4500 II (BRIDGE DECK)

C.I.P. TRAFFIC RAILINGF'C = 3400 II

STRUCTURESTRENGTH (PSI)

CONCRETE INCOMPRESSIVE CLASS

LOCATION OFMIN. 28-DAY CONCRETE

ALL CONCRETE SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 346.

CONCRETE:

UTILITIES: NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN THE DESIGN.

DESIGN DOES NOT INCLUDE AN ALLOWANCE OF 15 PSF FOR FUTURE WEARING SURFACE.

OF THE DECK BUT OMITTED FROM THE SECTION PROPERTIES USED FOR DESIGN.

THE DECK THICKNESS INCLUDES A ONE-HALF INCH SACRIFICIAL THICKNESS INCLUDED IN THE DEAD LOAD

150 PCF REINFORCED CONCRETE

430 PLF 36" SINGLE-SLOPE TRAFFIC RAILING

DEAD LOADS:

LIVE LOADS: HL-93 WITH DYNAMIC LOAD ALLOWANCE

DESIGN LOADINGS:

MATHCAD 15.0

LEAP CONCRETE - VERSION 22.00.04.34

FB MULTIPIER - VERSION 5.9.0

STRUCTURAL ANALYSIS PROGRAM:

3. OPERATIONAL IMPORTANCE FACTOR = 1.0

2. REDUNDANCY FACTOR = 1.0

LIMIT STATES.

1. LOAD AND RESISTANCE FACTOR DESIGN METHOD USING STRENGTH, SERVICE, EXTREME EVENT AND FATIGUE

DESIGN METHODOLOGY:

SUBSTRUCTURE - CONCRETE & STEEL: EXTREMELY AGGRESSIVE (pH = 4.6)

SUPERSTRUCTURE - SLIGHTLY AGGRESSIVE

ENVIRONMENT:

VERTICAL DATUM IN PLANS IS BASED ON NAVD 88.

VERTICAL DATUM:

AMENDED BY CONTRACT DOCUMENTS.

APPENDED HEREIN, AND FY 2024-25 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS

1. FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2024-25 STANDARD PLANS AND REVISED INDEX DRAWINGS AS

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

4. AASHTO GUIDE DESIGN SPECIFICATIONS FOR BRIDGE TEMPORARY WORKS, 2ND EDITION.

3. FDOT DESIGN MANUAL DATED JANUARY 2024.

BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION.

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS LOAD AND RESISTANCE FACTOR

1. FDOT STRUCTURES MANUAL DATED JANUARY 2024.

DESIGN SPECIFICATIONS:

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

¡ CONST. & PGL

(TYP.)

TOE OF SLOPE

BERM3'-

0"

MI

N.

SHORE PROTECTION

LIMITS OF BANK &

SHORE PROTECTION

LIMITS OF BANK &

(TYP.)

TOE OF SLOPE

RIPRAP (TYP.)

SAND-CEMENT

SHOULDER LINE (TYP.)

(T Y P

M I N

"2 1150'-4

(T Y P

M I N

WING (TYP.)

END BENT

(TO BE RELOCATED BY OTHERS)

EXISTING W

BY OTHERS)RELOCATED

(TO BEEXISTING BT

11'-8"

(TYP.)

15'-0" MIN.

1'-0" (TYP.)

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:01 AM c:\pw_work\american-pw-01\dms03975\B1RiprapRubble01.dgn

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B-4

RUBBLE RIPRAP DETAILS (1 OF 4)

P T

S

T A

.1

S 80°17'36" E

STA. 20+94.68

BEGIN APP. SLAB

STA. 21+15.96

BEGIN BRIDGE

STA. 21+54.38

¡ INT. BENT 2

OF STATIONING

DIRECTION

A

A

C

C

DD

B

B

(T Y P

:2

1:2 (T

YP

PLAN

3. FOR SECTION C-C, SECTION D-D AND PARTIAL SIDE ELEVATION, SEE SHEET B-7.

2. FOR SECTION A-A AND SECTION B-B, SEE SHEET B-6.

1. FOR BANK AND SHORE PROTECTION AT END BRIDGE, SEE SHEET B-5.

CROSS REFERENCE:

PROPOSED R/W LINE

PROPOSED R/W LINE

(T Y P

:2

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

SHORE PROTECTION

LIMITS OF BANK &

(TYP.)

TOE OF SLOPE

¡ CONST. & PGL BERM3'-

0"

MI

N.

SHOULDER LINE (TYP.)

(TYP.)

15'-0" MIN.

"2 111'-3

22'-0"

(TYP.)

1'-0"

RIPRAP (TYP.)

SAND-CEMENT

WING (TYP.)

END BENT

(T Y P

M I N

(T Y P

M I N

SHORE PROTECTION

LIMITS OF BANK &

(TO BE RELOCATED BY OTHERS)

EXISTING BT

BY OTHERS)

(TO BE RELOCATED

EXISTING W

BY OTHERS)

(TO BE RELOCATED

EXISTING BT

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:03 AM c:\pw_work\american-pw-01\dms03975\B1RiprapRubble02.dgn

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B-5

RUBBLE RIPRAP DETAILS (2 OF 4)

STA. 22+52.42

END APP. SLAB

STA. 22+31.13

END BRIDGE

OF STATIONING

DIRECTION

STA. 21+92.71

¡ INT. BENT 3

S 80°17'36" E

1:2 (T

YP

(T Y P

:2

(T Y P

:2

C

CPLAN

A

A

D D

ELEVATION, SEE SHEET B-7.

3. FOR SECTION C-C, SECTION D-D AND PARTIAL SIDE

2. FOR SECTION A-A AND SECTION B-B, SEE SHEET B-6.

SEE SHEET B-4.

1. FOR BANK AND SHORE PROTECTION AT BEGIN BRIDGE,

CROSS REFERENCE:

B

B

END BENT CAP

6" TO TOP OF

SAND-CEMENT RIPRAP

SAND-CEMENT RIPRAP (TYP.)

1'-0" MIN. TRENCH BELOW

BEDDING STONE

EMBED REBAR

2'-0" MIN.

APPROACH SLAB

6" TO TOP OF

SAND-CEMENT RIPRAP

END BENT WINGWALL

1'-0" MIN. TRENCH BELOW

BEDDING STONE

EMBED REBAR

2'-0" MIN.

3'-0" MIN.

BERM

3'-0"

MIN.

1'-0"

MIN.

FILTER FABRIC

SPLICE

#4 REBAR @ 1'-6" CIC DRIVEN

THROUGH SAND-CEMENT RIPRAP

RUBBLE RIPRAP

(BANK & SHORE)

FILTER FABRIC

(TYP.)

RUBBLE RIPRAP

(BANK & SHORE)

FILTER FABRIC

SPLICE

FILTER FABRIC

(TYP.)

SECTION B-B

1'-0" MIN.

BEDDING STONE

SECTION A-A

-ATE-�-.y-�-----

-ES-CRJ

PT

IO

N

___ R_E_V'_ls�•=-

BY

-ES-CR-,PT- ,0-.--------1 ��t_Htf'c � ls/�'ff:, fiR pli045

DRAWN BY:

CB 12-19

CONSOR ENGINEERS, LLC

4489 WOODBINE ROAD

CHECKED BY:

RH 12-23

10'-0" MIN.

TOE OF SLOPE

r----

I

INT. BENT CAP

5'-0"

I I

-5l.F NHW EL. 92.0

1'-0" MIN.

BEDDING STONE

*1'-0" MIN.; COAT AREA BETWEEN END BENT CAP AND FILTER FABRIC WITH BITUMINOUS COATING

IMMEDIATELY PRIOR TO INSTALLATION OF THE FILTER FABRIC

**COAT AREA BETWEEN WINGWALL AND FILTER FABRIC WITH BITUMINOUS COATING IMMEDIATELY

PRIOR TO INSTALLATION OF THE FILTER FABRIC

NOTE:

FILTER FABRIC SHALL BE TYPE D-2 IN ACCORDANCE WITH FOOT SPECIFICATIONS SECTION 985.

SPLICE LENGTH SHALL BE IN ACCORDANCE WITH FOOT SPECIFICATIONS SECTION 514.

CROSS REFERENCE:

FOR LOCATION OF SECTION A-A AND SECTION 8-8, SEE SHEETS 8-4 AND 8-5.

Ll..

BRIDGE NO. 484299 �

SHEETTln.E:

REF. DWG. NO.

ESCAMBIA COUNTY RUBBLE RIPRAP DETAILS (3 OF 4)

PACE, FL 32571 DESIGNED BY: ,__

R_0A D_No_. ___ cou_N_TY __ ,___FIN_AN_CIAL_PR _OJ_ECT_ I _D

__,PROJECT NAME:

SHEET NO. PHONE: (850) 289-1000

FAX: (850) 289-1001 CB 11-23

CHECKED BY:

RH 2-2

NIA ESCAMBIA 430468-1-58-01

5chambm

OCCIE (O.C.) PHILLIPS ROAD OVER BRUSHY CREEK 8-6

3/5/2024 9:57:04 AM c:\pw _ work\american-pw-0 J \dms0397 5\81 Ri pr apRubble03.dgn

5powell Rectangle

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

BEDDING STONE

1'-0" MIN. TRENCH BELOW

2'-0" MIN.

EMBED REBAR

MIN.

1'-0"

(TO ¡ SPLICE)

6'-0" MIN.

SPLICE

FILTER FABRIC 10'-0" MIN.

5'-0"

TOE OF SLOPE

BEDDING STONE

1'-0" MIN.

(TYP.)

FILTER FABRIC

SAND-CEMENT RIPRAP (TYP.)

(BANK & SHORE)

RUBBLE RIPRAP

THROUGH SAND-CEMENT RIPRAP

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

(BANK & SHORE)

RUBBLE RIPRAP

RIPRAP (TYP.)

SAND-CEMENT

M I N

APPROACH SLAB

SAND-CEMENT RIPRAP

6" TO TOP OF

MIN.

3'-0"

BERM

3'-0" MIN.

CAP

END BENT

FILTER FABRIC

5'-0"

BEDDING STONE

1'-0" MIN.

M I N

MIN.

"2 11'-2

WINGWALL

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:06 AM c:\pw_work\american-pw-01\dms03975\B1RiprapRubble04.dgn

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B-7

RUBBLE RIPRAP DETAILS (4 OF 4)

CB 12-19

1:2

SECTION C-C

1:

PARTIAL SIDE ELEVATION SECTION D-D

B-4 AND B-5.

FOR LOCATION OF SECTION C-C AND SECTION D-D, SEE SHEETS

CROSS REFERENCE:

ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 514.

SPECIFICATIONS SECTION 985. SPLICE LENGTH SHALL BE IN

FILTER FABRIC SHALL BE TYPE D-2 IN ACCORDANCE WITH FDOT

NOTE:

END BENT CAP AS SHOWN

**EXTEND SAND-CEMENT RIPRAP 3'-0" MIN. BEYOND BACK FACE OF

*1'-0" MIN.

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

R A I L I N

G

R A I L I N

G

LINE (TYP.)

WETLAND

PLANS NO. 536-001 (TYP.)

PLANS AND FDOT STANDARD

GUARDRAIL, SEE ROADWAY

(TYP.)

GUARDRAIL

EL. 92.00

NHW

PMVC

BEGIN BRIDGE END BRIDGE

B-2

B-4

CONCRETE PILE (TYP.)

24" SQ. PRESTRESSED

¡ INT. BENT 2 ¡ INT. BENT 3

¡ CONST. & PGL

GROUND LINE AT

APPROX. EXISTING

EL. 101.28

DHW

¡ CONST. & PGL

B-3

B-1

(TYP

.)3'-

0"

BERM

(T O

B

E

R

E M

O V

E D

E X I S

T

B R I D

G E

(FDOT STD. PLANS NO. 521-427)

(36" SINGLE-SLOPE)

TRAFFIC RAILING

(8

½

T O

½

V A

R I E

S

£ SURVEY

(T O

T

C E

M I N

(SPAN 3)

38'-5"

(SPAN 2)

38'-4"

(SPAN 1)

38'-5"

115'-2" (OVERALL LENGTH OF BRIDGE ALONG ¡ CONST. & PGL)

(APPROACH SLAB)

"8 321'-3

(APPROACH SLAB)

"8 321'-3

(T O

P

R O

P

R

W

L I N

E

M I N

BY OTHERS)

(TO BE RELOCATED

EXISTING W

BY OTHERS) RELOCATED

(TO BEEXISTING BT

SHORE) (TYP.)

RIPRAP (BANK &

LIMITS OF RUBBLE

O U

T T

O

O U

T

S H

L D

R

A N

S H

L D

R

(T O

P

R O

P

R

W

L I N

E

M I N (T

O

PLANS NO. D400-092) (TYP.)

(FDOT DEVELOPMENTAL STANDARD

(FLEXIBLE PAVEMENT APPROACHES)

APPROACH SLAB (20 FT.)

SHORELINE

EXISTING

SHORELINE

EXISTING

M V

C

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:08 AM c:\pw_work\american-pw-01\dms03975\B1PlanElev01.dgn

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

LEAHANN E. POWELL, P.E.

21 22

PLAN

ELEVATION

OF STATIONING

DIRECTION

STA. 20+94.68

BEGIN APP. SLAB

STA. 21+54.38

¡ INT. BENT 2 STA. 22+52.41

END APP. SLAB

(TYP.)

70°00'00"

BRIDGE NO. 484299

B1-1

PLAN AND ELEVATION

EJ EJ EJ

E EE E E

E

S 80°17'36" E

1:2 1:

DENOTES APPROXIMATE SOIL BORING LOCATION

LEGEND:

CREEK

BRUSHY

STA. 21+15.96

BEGIN BRIDGE

STA. 21+92.71

¡ INT. BENT 3

STA. 22+31.13

END BRIDGE

EJ

P T

S

T A

.1

S 83°08'00" E S 80°48'09" E

P I

S

T A

.5

SEE SHEET B2-2.

3. FOR LOCATION OF TEMPORARY DETOUR BRIDGE,

2. FOR PROFILE GRADE, SEE SHEET B1-2.

B-4 THRU B-7.

1. FOR RUBBLE RIPRAP DETAILS, SEE SHEETS

CROSS REFERENCE:

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

300' V.C.

304.34' V.C.

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:09 AM c:\pw_work\american-pw-01\dms03975\B1VertCurveSuperEL01.dgn

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-2

PROFILE GRADE

PROFILE GRADE DATA

STA. 21+15.96

BEGIN BRIDGE

EL. 112.31

PT STA. 25+99.63

STA. 22+31.13

END BRIDGE

(ALONG ¡ CONST. & PGL)

EL. 104.19

PC STA. 14+22.21

EL. 100.94

PI STA. 15+76.75

EL. 105.76

PI STA. 24+49.63

EL. 102.43

PT STA. 17+26.75

(-) 2.200% (+) 1

.000%

EL. 106.00

STA. 20+88.04

(-) 0.400%

4.

2%

(+) 0.300%

EL. 106.36

PC STA. 22+99.63

EL. 106.53

STA. 22+59.05

e l v e r s o n r

P

P

P

P

P

P

P

P

Buck eye B r.

R ee d d y

B r.

N ar ro w Ga p Br

Ch.

Springs

Bay

S P ineville R d.

P in e

F or es t

R d.

20 21 22

31 32 33 34 35 36

C. Phillips Rd.O.

N

R 33 W

T N c:\pw_work\american-pw-01\dms03938\BRHYRD01.dgn5chambm 3/5/2024 9:57:11 AM Default

ESCAMBIA

DATE BY DESCRIPTION DATE BY DESCRIPTION

REVISIONS

ROAD NO. COUNTY FINANCIAL PROJECT ID

REF. DWG. NO.

SHEET NO.

N/A

B1-3

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

SHEET TITLE:

PROJECT NAME:

BRIDGE HYDRAULIC RECOMMENDATIONS

STRUCTURE

PROPOSED

( 1 ) ( 2 ) ( 3 ) ( 4 )

NOTE:

STAGE ELEV. NAVD (ft)

FLOOD DATA:

DISCHARGE (cfs)

AVERAGE VELOCITY (f/s)

EXCEEDANCE PROB. (%)

FREQUENCY (yr.)

MAX. EVENT OF RECORD 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:

SCOUR PREDICTIONS FOR PROPOSED STRUCTURE DESCRIBED ABOVE:

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.

design stages, feet-NAVD 1988.

cautioned against the assumption of precision for the discharge rates, units are in cubic feet per second and the

This hydraulic data is a summary of design calculations and is provided for informational purposes only. The user is

TERMS:

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.

WATER SURFACE ELEVATIONS: N.H.W. (Non-Tidal)

CONTROL (Non-Tidal)

M.H.W. (Tidal)

M.L.W. (Tidal)

25 YEAR

DO NOT USE FOR CONSTRUCTION PURPOSES.

This sheet has been included in the plans for documentation.

O.C. PHILLIPS RD.

484299BRIDGE NO.

0.30%

DESIGN/BASE FLOOD

EL. 101.28

100 YR DHW

EL. 92.0

NHW

S 80°17'36" E

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

430468-1-58-01

PROJECT LOCATION

PROFILE GRADE

PROFILE

EXISTING

STA. 22+31.13

END BRIDGE

STA. 21+15.96

BEGIN BRIDGE

NO. 484029

EXISTING BRIDGE

STA. 22+31.13

END BRIDGE

GRADE

PROFILE

GRADE

PROPOSED

GRADE

PROPOSED

LIMITS OF PROPOSED RIPRAP

LIMITS OF PROPOSED RIPRAP

¡ CONST. & PGL

STA. 21+15.96

BEGIN BRIDGE

21 22 23

21+00 22+00 23+00

1" = 10' VERT.

SCALE: 1" = 30' HORIZ.

TIMBER

725 SF

23'-7"

98.58'

5 @ 15'

75'-4"

TIMBER

NO RECORD

NO RECORD

NO RECORD

NO RECORD

NO RECORD

N/AN/A

6.34

4.0

25 100

1.0

101.28

6.76

103.33

0.2

21+15.96 22+31.13 20°

83.74 84.57

36.33' 36.33'

N/A 10' 2'

RIPRAP (BANK & SHORE)

10'

1V:2H

RIPRAP (BANK & SHORE)

10'

1V:2H

800 SF

36'-8"

NOT TO SCALE

BRUSH

Y CREEK

EKN 09-19

EKN 09-19

WLA 09-19

WLA 09-19

E L

.0

DRAINS TO WEST END OF BRIDGE

NON-BURRIED NON-BURRIED

N/A

92.0

92.0

500100

N/A

X

92.0

CONCRETE

CONCRETE

99.66

2 & 3 24" CONCRETE PILES

101.28

45.4' LT, 47.4' RT 44.4' LT, 47.4' RT

12.21'

E L

.4

104.13'

I N

T

B E

N T

I N

T

B E

N T

115'-2"

38'-5", 38'-4", 38'-5"

2.93

101.28

103.33

7.36

ESCAMBIA COUNTY

FAX: (813) 435-2601

PHONE: (813) 435-2600

WESLEY CHAPEL, FL 33544

2818 CYPRESS RIDGE BLVD. SUITE 200

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 79361

ERIC K. NELSON, P.E.

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 LANES @ 10'-11" = 21'-10"

CURB

" ±4 11'-1

CURB

" ±4 11'-1

£ SURVEY

PHASE I CONSTRUCTION

28'-6"

£ SURVEY

2'-3"2 LANES @ 12'-0" = 24'-0"2'-3"

28'-6" OUT-TO-OUT

T E

M P

C O

N S

T

E A

S E

M E

N T

T E

M P

C O

N S

T

E A

S E

M E

N T

¡ DETOUR

¡ DETOUR

40'-0" MIN.VARIES (61'-0½" TO 61'-8½")

40'-0" MIN.VARIES (61'-0½" TO 61'-8½")

30'-3"25'-5" ± OUT-TO-OUT

30'-3"

PHASE II DEMOLITION

25'-5" ±

(20'-10" MIN.)

VARIES

(20'-10" MIN.)

VARIES

(TO PROP. R/W LINE)

64'-9½" MIN.

(TO PROP. R/W LINE)

75'-1½" MIN.

(TO PROP. R/W LINE)

64'-9½" MIN.

(TO PROP. R/W LINE)

75'-1½" MIN.

RAILING

1'-4"

RAILING

1'-4"

15'-0"36'-8" OUT-TO-OUT 28'-6"

£ SURVEY ¡ CONST. & PGL

2'-3"2 LANES @ 12'-0" = 24'-0"2'-3"

T E

M P

C O

N S

T

E A

S E

M E

N T

(8'-8½" TO 9'-4½")

VARIES ¡ DETOUR

(TO PROP. R/W LINE)

74'-2" MIN.

(TO PROP. R/W LINE)

66'-5" MIN.

40'-0" MIN.52'-4" MIN.

(20'-10" MIN.)

VARIES

SHLDR.

5'-0"

2 LANES @ 12'-0" = 24'-0"

SHLDR.

5'-0"

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:14 AM c:\pw_work\american-pw-01\dms03975\B1ConstSeq01.dgn

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-6

CONSTRUCTION SEQUENCE

(BRIDGE AND APPROACH SLABS)

PHASE I CONSTRUCTION

(BRIDGE AND APPROACH SLABS)

PHASE II DEMOLITION PHASE II TRAFFIC

(TEMPORARY BRIDGE AND APPROACH SLABS)

(TEMPORARY BRIDGE AND APPROACH SLABS)

EXISTING BRIDGE AND PHASE I TRAFFIC

2. CONSTRUCT TEMPORARY BRIDGE.

BRIDGE.

1. MAINTAIN TRAFFIC ON EXISTING

PHASE I TRAFFIC & CONSTRUCTION:

2. DEMOLISH EXISTING BRIDGE.

BRIDGE.

1. SHIFT TRAFFIC ONTO TEMPORARY

PHASE II TRAFFIC & DEMOLITION:

PHASE II TRAFFIC

(BRIDGE AND APPROACH SLABS)

PHASE II CONSTRUCTION AND FINAL CONFIGURATION

(TEMPORARY BRIDGE AND APPROACH SLABS)

4. REMOVE TEMPORARY BRIDGE.

3. SHIFT TRAFFIC TO NEW BRIDGE.

2. CONSTRUCT NEW BRIDGE.

BRIDGE.

1. MAINTAIN TRAFFIC ON TEMPORARY

FINAL CONFIGURATION:

PHASE II TRAFFIC, CONSTRUCTION &SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

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

(TYP.)

4'-6"(T Y P

(TYP.)

COPING

(TYP.)

PLANS NO. 630-010)

(FDOT STANDARD

3-2" � CONDUITS

(TYP.)

FSB 12 X 54

OF FLANGES

GAP AT TOP

MIN.

"4

M A

X

M I N

(TYP.)

TOP OF FLANGE

(TYP.)

FSB FLANGE

(SEE NOTES)

BACKER ROD

C .I .P

T O

P P I N

G

M I N

C.I.P. TOPPING

"4

(TYP.)

WORKING POINT

SEE SHEET B1-20

FOR DETAIL AT COPING,

ROD DETAILS, THIS SHEET

SEE GAP AND BACKER

36'-8" OUT-TO-OUT

18'-4"18'-4"

RAILING

1'-4"

SHOULDER

5'-0"

RAILING

1'-4"

66'-5" MIN. (TO PROPOSED R/W LINE)74'-2" MIN. (TO PROPOSED R/W LINE)

¡ CONST. & PGL

(TYP.)

(FDOT STANDARD PLANS NO. 521-427)

TRAFFIC RAILING (36" SINGLE-SLOPE)

NO. 450-451) (TYP.)

(FDOT STD. PLANS

FSB 12 X 54

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:15 AM c:\pw_work\american-pw-01\dms03975\B1TypicalSection01.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

LEAHANN E. POWELL, P.E.

B1-7

TYPICAL SECTION

SECTION THROUGH BRIDGE

GAP DETAIL BACKER ROD DETAIL

PLACEMENT.

4. THE BACKER ROD MAY REMAIN IN PLACE AFTER TOPPING CONCRETE

COMPATIBLE CONSTRUCTION ADHESIVE.

TOPPING CONCRETE PLACEMENT AND TO BE MORTAR TIGHT USING A

3. SECURE THE BACKER ROD TO PREVENT DISPLACEMENT DURING

SHOWN IN THE BACKER ROD DETAIL.

2. INSTALL THE BACKER ROD FROM THE TOP DOWN TO THE POSITION

FLANGES AS SHOWN IN THE BACKER ROD DETAIL.

BETWEEN ADJACENT FSB'S. MEASURE GAP AT THE TOP OF THE

LARGER THAN THE FIELD VERIFIED MAXIMUM WIDTH OF THE GAP

TYPES 1 OR 3, WITH A MINIMUM UNCOMPRESSED DIAMETER 50%

ROD MEETING THE REQUIREMENTS OF ASTM C1330 OR ASTM D5249,

TOPPING AT THE GAP BETWEEN ADJACENT FSB'S. USE A BACKER

1. USE A BACKER ROD TO FORM THE BOTTOM OF THE CAST-IN-PLACE

BACKER ROD NOTES:

SLOPE: 0.02 FT/FTSLOPE: 0.02 FT/FT

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

SHORELINE

SHORELINE

(TYP.)

WETLAND LINE

P I L E

S

P A

C I N

G

T

Y P I C

A L

A

T

E

N D

B

E N

T S

¡ CONST. & PGL

B-1

B-2

CONCRETE PILE (TYP.)

24" SQ. PRESTRESSED

P I L E

S

P A

C I N

G

T

Y P I C

A L

A

T

I N

T

B E

N T S

9"

9"

(T O

P

R O

P

R

W

L I N

E

M I N

(T O

T

C E

M I

(T

P

R O

P

R

W

L I N

E

M I N

BY OTHERS)

(TO BE RELOCATED

EXISTING W

BY OTHERS)

(TO BE RELOCATED

EXISTING BT

"2

S

P A

"2

S

P A

S

P A

S

P A

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:17 AM c:\pw_work\american-pw-01\dms03975\B1FoundLay01.dgn

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-8

FOUNDATION LAYOUT

21 22

OF STATIONING

DIRECTION

(TYP.)

70°00'00"

S 80°17'36" E

STA. 21+15.96

BEGIN BRIDGE

STA. 22+31.13

END BRIDGE

DENOTES APPROXIMATE SOIL BORING LOCATION

DENOTES EXISTING PILE

DENOTES TEST PILE

DENOTES PILE

LEGEND:

STA. 21+54.38

¡ INT. BENT 2

STA. 21+92.71

¡ INT. BENT 3

PLAN

FOR PILE DATA TABLE AND NOTES, SEE SHEET B1-9.

CROSS REFERENCE:

EXPENSE AND AT NO ADDITIONAL COST TO THE DEPARTMENT.

LOCATION. ANY COST TO REVISE THE CAP SHALL BE AT THE CONTRACTOR'S

BE COMPLETELY EXTRACTED THE CONTRACTOR MAY SUBMIT A REVISED PILE

PILES SHALL BE COMPLETELY REMOVED. IF PILES ARE BROKEN AND CANNOT

TO 2'-0" BELOW EXISTING GROUND. ANY PILE IN CONFLICT WITH PROPOSED

EXISTING PILES NOT IN CONFLICT WITH PROPOSED PILES SHALL BE REMOVED

NOTE:

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

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:19 AM c:\pw_work\american-pw-01\dms03975\B1PileData01.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

LEAHANN E. POWELL, P.E.

PILE DATA TABLE

B1-9

DESIGN CRITERIAINSTALLATION CRITERIA

(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

(TONS)

LOAD

UPLIFT

DESIGN

FACTORED

Ø

M P

R E

S S I O

N

(TONS)

RESISTANCE

UPLIFT

NOMINAL

Ø

P

L I F

T

NUMBER

BENT

or

PIER

24"

TABLE DATE 01/01/16

N/A N/A N/A N/A 0.75

PILE DATA TABLE

PILE CUT-OFF ELEVATIONS

END BENT 1 N/A

24" N/A 0.75N/A N/A

ALL PILES

202INT. BENT 2

N/A

N/A

N/A

N/A

24" N/A 0.75 N/AN/A N/A202INT. BENT 3 N/A N/A

24" N/A N/A N/A N/A 0.75 N/AN/A155 N/A N/AEND BENT 4

83.74

83.74

102.2

102.0

102.3

102.4

N/A

N/A24

PILE INSTALLATION NOTES:

(FT.)

LENGTH

PILE

TEST

Ø

≤ NOMINAL BEARING RESISTANCE

FACTORED DESIGN LOAD + NET SCOUR RESISTANCE + DOWN DRAG

100-YEAR SCOUR ELEVATION: ESTIMATED ELEVATION OF SCOUR DUE TO THE 100 YEAR STORM EVENT.

ELEVATION.

PROVIDED BY THE SOIL FROM THE REQUIRED PREFORMED OR JETTING ELEVATION TO THE SCOUR

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 RESISTANCE

100 YEAR SCOUR ELEVATION TO RESIST PULLOUT OF THE PILE.

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

FOR FOUNDATION LAYOUT, SEE SHEET B1-8.

CROSS REFERENCE:

9. FOR PILE GROUPS, PILE DRIVING IS TO COMMENCE AT THE CENTER OF THE GROUP AND PROCEED OUTWARD.

CHECKS. END BENT PILES SHALL NOT BE DRIVEN BELOW EL. 56.00 TO AVOID PENETRATION OF THE ARTESIAN LAYER.

8. END BENT PILES SHALL BE DRIVEN PRIOR TO INTERMEDIATE BENT PILES TO ALLOW PILES TO SET BEFORE ANTICIPATED SET

SHALL BE PERFORMED AT LEAST SEVEN (7) DAYS AFTER INITIAL DRIVING.

SET CHECKS SET CHECKS AND RESTRIKES MAY BE NEEDED TO ACHIEVE THE REQUIRED NBR AND SHOULD BE ANTICIPATED.

RESISTANCE POTENTIAL (BLOW COUNTS) DURING INITIAL DRIVING DUE TO INCREASES IN PORE PRESSURES DURING DRIVING.

7. BECAUSE OF THE CLAY SOILS ENCOUNTERED IN THE BORINGS, ALL PILES MAY NOT OBTAIN THEIR FULL DYNAMIC

MINIMUM 1 PER BENT.

ADDITIONAL COST. WHEN USING EMBEDDED GAUGES FOR DYNAMIC TESTING, TIP GAUGES ARE REQUIRED IN 10% OF THE PILES, CONDITIONS ENCOUNTERED ARE ANALYZED. DYNAMIC TESTING OF PRODUCTION PILES AS SPECIFIED SHALL BE PROVIDED AT NO

6. ALL PILES SHALL BE DYNAMICALLY TESTED IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 455. ENSURE ALL SOIL

THE PILES FULL DEPTH.

. BORING LOGS AND REQUIRED NBR VALUES SHALL BE REVIEWED IN ORDER TO SELECT AN APPROPRIATE HAMMER THAT CAN DRIVE 5

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

3. MINIMUM TIP ELEVATION IS REQUIRED FOR LATERAL STABILITY.

2. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY PILE INSTALLATION ACTIVITIES.

455-002, 455-003 AND 455-024).

1. ALL PILES SHALL BE 24" SQ. PRESTRESSED CONCRETE PILES AND SHALL BE DRIVEN PLUMB (FDOT STANDARD PLANS NO. 455-001, 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

4-8E3 2-8E82-8E7

4-8E2

B/W PILES)

2-8E6 (TYP.

"8 71'-0"8

711-6E1 @ 4'-0" MAX. = 37'-3"2

(W I N

G

"A

(W I N

G

"B

"4 139'-1

"8 140'-2

"2 119'-8"8

520'-5

"4 32'-10"2

18'-6"4 18'-3

"4

PILE SPACING

(TYP.)

70°00'00"

STA. 21+15.96

BEGIN BRIDGE

¡ CONST. & PGL

BEAM SPACING

APPROACH SLAB

OUTLINE OF

¡ CONST. & PGL

MATERIAL (TYP.)

½" PREMOLDED EXP.

EL. 104.432 EL. 105.697

(TYP.)

6E1 DOWELS

PILE (TYP.)

24" CONC.

EL. 105.737

EL. 104.085

6E1 DOWELS

¡ CAP & ¡ PILES

¡ BRG.

"8 52'-11"8

73 SPACES @ 4'-10"4

12'-0"8

52'-10"8

73 SPACES @ 4'-10"8

32'-10

EL. 104.045

OR 6E11

1'-6"

"8

1'-6"

(TYP. B/W PILES)

" MAX.2

18-6E9 @ 10

1'-6" 9"9"

6E11 or 6E12

1'-6"

1-8E4 (EF)

1-5E5 (EF)

1'-0"

1'-0"

"2

"2

"2

12 SPACES @ 8'-6"8

33'-1

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:21 AM c:\pw_work\american-pw-01\dms03975\B1EndBent01.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-10

END BENT 1

F

S B

PLAN

STATIONING

DIRECTION OF

B

B

(LEVEL)

EL. 101.045

A

A

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

ELEVATION

***8-6E10 @ 10½" MAX. (LAP WITH 6E9) (TYP. BETWEEN PILES)

WITHIN LIMITS OF BARS 8E2)

**3-6E13 @ 9" (TYP. OVER PILES) AND 3-6E10 @ 9" (ONLY REQUIRED

*FOR CORNER REINFORCEMENT DETAILS, SEE SHEETS B1-13 AND B1-14

5. FOR REINFORCING BAR LIST, SEE SHEET B1-26.

4. FOR WING "B" DETAILS, SEE SHEET B1-14.

3. FOR WING "A" DETAILS, SEE SHEET B1-13.

2. FOR SECTIONS A-A AND B-B, SEE SHEET B1-12.

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-8.

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

"8 71'-0"8

711-6E1 @ 4'-0" MAX. = 37'-3"2

"4 139'-1

"8 140'-2

"2 119'-8"8

520'-5

"4 32'-10"2

18'-6"4 18'-3

"4

PILE SPACING

(TYP.)

70°00'00"

¡ CONST. & PGL

BEAM SPACING

6E1 DOWELS

¡ CAP & ¡ PILES

¡ BRG.

"8 52'-11"8

73 SPACES @ 4'-10"4

12'-0"8

52'-10"8

73 SPACES @ 4'-10"8

32'-10

STA. 22+31.13

END BRIDGE

4-8E3 2-8E82-8E7

4-8E2

B/W PILES)

2-8E6 (TYP.

APPROACH SLAB

OUTLINE OF

¡ CONST. & PGL

MATERIAL (TYP.)

½" PREMOLDED EXP.

EL. 104.777 EL. 106.083

(TYP.)

6E1 DOWELS

PILE (TYP.)

24" CONC.

EL. 106.043

EL. 104.390 EL. 104.431

OR 6E11

1'-6"

" MAX.2

18-6E9 @ 10

6E11 or 6E12

1'-6"

1-8E4 (EF)

1-5E5 (EF)

(W I N

G

"A

1'-0"

"2

(W I N

G

"B

"2

1'-0"

"2

12 SPACES @ 8'-6"8

33'-1

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:23 AM c:\pw_work\american-pw-01\dms03975\B1EndBent02.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-11

END BENT 4

F

S B

PLAN

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

ELEVATION

***8-6E10 @ 10½" MAX. (LAP WITH 6E9) (TYP. BETWEEN PILES)

WITHIN LIMITS OF BARS 8E2)

**3-6E13 @ 9" (TYP. OVER PILES) AND 3-6E10 @ 9" (ONLY REQUIRED

*FOR CORNER REINFORCEMENT DETAILS, SEE SHEETS B1-13 AND B1-14

5. FOR REINFORCING BAR LIST, SEE SHEET B1-26.

4. FOR WING "B" DETAILS, SEE SHEET B1-14.

3. FOR WING "A" DETAILS, SEE SHEET B1-13.

2. FOR SECTIONS A-A AND B-B, SEE SHEET B1-12.

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-8.

CROSS REFERENCE:

STATIONING

DIRECTION OF

B

B

(LEVEL)

EL. 101.387

A

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'-6"1'-0"

"2 11'-3"2

11'-2"8 15"8

EXP. JT.

2"

BRIDGE

BEGIN/END

(T Y P

¡ BRG.

APPROACH SLAB

FSB 12 X 54

C.I.P. TOPPING

V

A R I E

S

T O

(B O

T T

O M

C

L

(TOP & SIDES)

4" CL.

"4 15"2

12'-7"4

3'-6"

9"2'-0"9"

¡ PILES

¡ CAP &

8E2 (TYP. TOP ROW)

8E3 (TYP. UNO)

DOWELS

6E1

2'-6"1'-0"

"2 11'-3"2

11'-2"8 15"8

BRIDGE

BEGIN/END

C.I.P. TOPPING

FSB 12 X 54

APPROACH SLAB

V

A R I E

S

T O

(B O

T T

O M

C

L

3'-6"

¡ PILES

¡ CAP &

6E13

(TOP & SIDES)

4" CL.

EXP. JT.

2"

6E1 DOWELS

8E4 (EF)

¡ BRG.

5E5 (EF)

OR 8E8

8E6, 8E7

WITH 6E9)

#6E10 (LAP

WITH 6E9)

#6E10 (LAP

M I N

5¼"

6"

3 SPACES @ 10½"

3 SPACES @ 10"

5¼"

6"

5E5 (EF)

6E13

8E4 (EF)

8E2 (TYP. TOP ROW)

8E3 (TYP. UNO)

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:25 AM c:\pw_work\american-pw-01\dms03975\B1EndBentDet01.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-12

END BENT DETAILS (1 OF 3)

SECTION A-A

SECTION B-B

BARS 8E4, 8E6, 8E7 & 8E8

BARS 8E2 & 8E3

2. FOR REINFORCING BAR LIST, SEE SHEET B1-26.

1. FOR LOCATIONS OF SECTIONS A-A AND B-B, SEE SHEETS B1-10 AND B1-11.

CROSS REFERENCE:

#BARS 6E10 ARE ONLY REQUIRED WITHIN LIMITS OF BARS 8E2

***VARIES (1¼" TO 5Ɔ")

**PREMOLDED EXPANSION MATERIAL TO BE PLACED ON BOTH SIDES OF THE BEARING PAD

*BEARING PAD, SEE SHEET B1-21

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"

4W2

*4W3

4W1 (EF)

W

(E

F

W

M A

X (E

F

(B O

T T

O M

C

L

4W1

(TOP & SIDES)

4" CL.

6'-6"

PILE

BRIDGE

BEGIN/END

END BENT CAP

"4

147-4W1 @ 1'-0" MAX. (EF)"4

4W2

(TYP.)

"2

(TYP.)

"8

WING "A"

8E4

8E4

E

(T Y P

C L

6'-6"

(LEVEL)

EL. "A"

6E11

6E9

6E11

(T Y P

C L

"8 72'-7"4

31'-0"8 32'-9

¾ (E

N D

B

E N

T

(E

N D

B

E N

T

¾ (E

N D

B

E N

T

(E

N D

B

E N

T

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:27 AM c:\pw_work\american-pw-01\dms03975\B1EndBentDet02.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-13

END BENT DETAILS (2 OF 3)

C

WING "A" ELEVATION

SECTION C-C

(TYP.)

70°00'00"

WING "A" LAYOUT

WING "A" PLAN

(SEE WING "A" LAYOUT FOR GENERAL DIMENSIONS)

(SEE WING "A" LAYOUT FOR GENERAL DIMENSIONS)

CORNER REINFORCEMENT DETAIL (WING "A")

LOCATION "A" "B"

TABLE OF ELEVATIONS

END BENT 1

END BENT 4

105.737 101.045

106.043 101.387

(LEVEL)

EL. "B"

2. FOR REINFORCING BAR LIST, SEE SHEET B1-26.

1. FOR LOCATION OF WING "A", SEE SHEETS B1-10 AND B1-11.

CROSS REFERENCE:

*LAP WITH 8E3, 8E4 AND 5E5

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"

4W4

4W1 (EF)

W

(E

F

W

M A

X (E

F

(B O

T T

O M

C

L

4W1

(TOP & SIDES)

4" CL.

"4 32'-9"4

31'-0"2 12'-3

6'-2"

PILE

END BENT CAP

"4

14 7-4W1 @ 1'-0" MAX. (EF) "4

4W4

(T Y P

C L

(TYP.)

"8

(TYP.)

"2

WING "B"

8E4

E

(T Y P

C L

6'-2"

BRIDGE

BEGIN/END

6E12

6E9

8E4

*4W5

(LEVEL)

EL. "A"

6E11

¼ (E

N D

B

E N

T

(E

N D

B

E N

T

¼ (E

N D

B

E N

T

(E

N D

B

E N

T

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:28 AM c:\pw_work\american-pw-01\dms03975\B1EndBentDet03.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-14

END BENT DETAILS (3 OF 3)

WING "B" ELEVATION

SECTION D-D

WING "B" LAYOUT

WING "B" PLAN

(SEE WING "B" LAYOUT FOR GENERAL DIMENSIONS)

(SEE WING "B" LAYOUT FOR GENERAL DIMENSIONS)

CORNER REINFORCEMENT DETAIL (WING "B")

D

LOCATION "A" "B"

TABLE OF ELEVATIONS

END BENT 1

END BENT 4

105.697 101.045

106.083 101.387

(TYP.)

70°00'00"

2. FOR REINFORCING BAR LIST, SEE SHEET B1-26.

1. FOR LOCATION OF WING "B", SEE SHEETS B1-10 AND B1-11.

CROSS REFERENCE:

*LAP WITH 8E3, 8E4 AND 5E5

(LEVEL)

EL. "B"

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

¡ INT. BENT 3 STA. 21+92.71

¡ INT. BENT 2 STA. 21+54.38

¡ CONST. & PGL

4-8C1

4-8C2

2-8C6

EL. "A"

2-8C6

EL. "C"

PILE SPACING

BEAM SPACING

20'-3"20'-3"

40'-6"

BEAM SPACING

¡ BRG.

¡ BRG.

¡ PILES

¡ CAP &

¡ CONST. & PGLEL. "B"

3'-9"2 SPACES @ 8'-3"2 SPACES @ 8'-3"3'-9"

(EF)1-8C3

PILE (TYP.)

24" CONC.B/W PILES)

2-8C5 (TYP.

"4 14 "4

11" MAX.

4-5C7 @

11" MAX.

4-5C7 @

7-5C7 @ 11" MAX.

1-5C4 (EF)

2'-8""8

73 SPACES @ 4'-10"8

32'-10"2 12'-0"8

73 SPACES @ 4'-10"8

73'-5

"8 73'-5"8

73 SPACES @ 4'-10"2

12'-0"8

32'-10"8

73 SPACES @ 4'-102'-8"

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:30 AM c:\pw_work\american-pw-01\dms03975\B1IntBent01.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

LEAHANN E. POWELL, P.E.

PLAN

STATIONING

DIRECTION OF

(LEVEL)

EL. "D"

TABLE OF ELEVATIONS

EL. "A" EL. "B" EL. "C"BENT NO.

EL. "D"

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

F

S B

ELEVATION

3. FOR REINFORCING BAR LIST, SEE SHEET B1-26.

2. FOR SECTIONS A-A AND B-B, SEE SHEET B1-16.

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-8.

CROSS REFERENCE:

***7-5C8 @ 11" MAX. (LAP WITH 5C7) (TYP. BETWEEN PILES)

3-5C9 @ 9" (TYP. OVER PILES)

**3-5C8 (ONLY REQUIRED WITHIN LIMITS OF BARS 8C1) AND

*70°00'00" (TYP.)

B1-15

INTERMEDIATE BENTS 2 AND 3

104.161

104.276

104.547

104.662

104.201

104.316

101.157

101.272

A

B

BA

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

"8 15"4

32'-10"8

3'-9"

"2 1102'-0""2

¡ PILES

¡ CAP &

5C4 (EF)

8C1 (TYP. TOP ROW)

8C2 (TYP. UNO)

3'-9"

¡ PILES

¡ CAP &

(TYP.)

4" CL.

5C9

EXP. JT.

2"

"2 11'-1"2

11'-1

¡ BRG.

¡ BRG.

C.I.P. TOPPING (TYP.)

(TYP.)

FSB 12 X 54

8C3 (EF)

8C6

8C5 OR

EXP. JT.

2"

"2 11'-1"2

11'-1

¡ BRG.

¡ BRG.

C.I.P. TOPPING (TYP.)

(TYP.)

FSB 12 X 54

M I N

WITH 5C7)

#5C8 (LAP

WITH 5C7)

#5C8 (LAP

V

A R I E

S

T O

V

A R I E

S

T O

(TYP.)

4" CL.

5C4 (EF)

8C1 (TYP. TOP ROW)

8C2 (TYP. UNO)

5C9

8C3 (EF)

5ƃ"

5Ɔ"

3 SPACES @ 11ƅ" (-)

3 SPACES @ 11ƃ" (-)

5ƃ"

5Ɔ"

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:32 AM c:\pw_work\american-pw-01\dms03975\B1IntBentDet01.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-16

INTERMEDIATE BENT DETAILS

SECTION A-A

SECTION B-B

BARS 8C3, 8C5 & 8C6

BARS 8C1 & 8C2

2. FOR REINFORCING BAR LIST, SEE SHEET B1-26.

1. FOR LOCATIONS OF SECTIONS A-A AND B-B, SEE SHEET B1-15.

CROSS REFERENCE:

#BARS 5C8 ARE ONLY REQUIRED WITHIN LIMITS OF BARS 8C1

***VARIES (½" TO 5ƃ")

**PREMOLDED EXPANSION MATERIAL TO BE PLACED ON BOTH SIDES OF THE BEARING PAD

*BEARING PAD, SEE SHEET B1-21

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

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A L

D

L E

G

A

C

4'-6"

"STRANDS (TYP.)

COLUMN OF

¡ OUTERMOST

9"

@ 2"

3 SPA.

6"

6 SPA. @ 2"

6"

@ 2"

3 SPA.

9"

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

$USER$ $DATE$ $TIME$ $FILE$

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-17

FLORIDA SLAB BEAM TABLE OF BEAM VARIABLES

CLASS

CONCRETE PROPERTIES

(psi)

STRENGTHS

28 Day Release

TYPE

PTRN.

STND.

END

CASE

PLAN VIEW

END

END 1 END 2 DIM. W

REINFORCING STEEL

ANGLE Ø

TABLE DATE 01-01-16

VI 8500 6000 1 2 2 70° 70°

NO.

SPAN

LOCATION

VI 8500 6000 1 2 2 70° 70°

1 & 8

2 - 7

NO.

BEAM

FLORIDA SLAB BEAM - TABLE OF BEAM VARIABLES

BEAM TYPE

DIM. L DIM. R

*BEAM DIMENSIONS

4D1 4D2

DIM. D DIM. DDIM. C

3C

NO. DIM. DNO.

4D3

4'-4"

DIM. ENO.

5E1

DIM. ENO.

5E2 6Y1 6Y2

3'-4" 3'-4"

3'-4"3'-4"

DIM. YDIM. Y

4K

NO.

SPACES

NO. OF BAR

S1 S2 V1 V2

*BAR SPACING

1 - 3

1 - 3 FSB 12 X 54

FSB 12 X 54

4'-6"

4'-6"

"8

"8

"2 14'-1

"2 14'-1

32 74

74 "2 14'-2 11

TYPE 1 19 STRANDS

STRAND PATTERN

44.00 KIPS EACH. AREA PER STRAND EQUALS 0.217 SQ. IN.

LOW RELAXATION CARBON STEEL STRANDS STRESSED AT

STRAND DESCRIPTION: USE 0.6" DIAMETER, GRADE 270,

TYPE 1 STRAND DEBONDING LEGEND:

- FULLY BONDED STRANDS

"4 137'-1

"4 137'-1

9"

9"

STANDARD PLANS NOS. 450-450 AND 450-451.

3. FOR FLORIDA SLAB BEAM TYPICAL DETAILS AND NOTES, SEE FDOT

2. FOR BEARING PAD DETAILS AND NOTES, SEE SHEET B1-21.

1. FOR CAMBER, DEFLECTION AND TOPPING DETAILS, SEE SHEET B1-18.

CROSS REFERENCE:

¡ BEAM. DIM. "R" IS CALCULATED AT MID-HEIGHT OF THE BEAM.

SINGLE ASTERISK (*) ARE MEASURED ALONG THE TOP OF THE BEAM AT

*ALL LONGITUDINAL BEAM DIMENSIONS SHOWN ON THIS SHEET WITH A

"8 32'-1

"8 32'-1

"8 32'-1

"8 32'-1

2'-3"

2'-3"

"8

"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

(TYP.)

BARS 4V

(TYP.)

BARS 4S

(TYP.)

4'-6"

3" 3"51-5S1 @ 9" MAX.

(T O

P

C

L

(SIDES)

2" CL.

¡ SPAN

D I

M

F

D I

M

B

D I

M

D

D I

M

C

TOP OF C.I.P. TOPPING

FINISH GRADE AND

TOP OF FSB ¡ SPAN

SPAN

BEGIN

SPAN

END

SEE SHEET B1-20

FOR DETAIL AT POCKETS,

(T Y P

(TYP.)

COPING

(TYP.)

PLANS NO. 630-010)

(FDOT STANDARD

3-2" � CONDUITS

C .I .P

T O

P P I N

G

M I N

SEE SHEET B1-20

FOR DETAIL AT COPING,

36'-8" OUT-TO-OUT

18'-4"18'-4"

RAILING

1'-4"

5'-0"

RAILING

1'-4"

¡ CONST. & PGL

(TYP.)

(FDOT STANDARD PLANS NO. 521-427)

TRAFFIC RAILING (36" SINGLE-SLOPE)

NO. 450-451) (TYP.)

(FDOT STD. PLANS

FSB 12 X 54

OR 5S4

5S2, 5S3

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:36 AM c:\pw_work\american-pw-01\dms03975\B1TypicalSection02.DGN

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

LEAHANN E. POWELL, P.E.

B1-18

TYPICAL SECTION

TYPICAL SECTION THROUGH BRIDGE DECK

3. FOR REINFORCING BAR LIST, SEE SHEET B1-25.

2. FOR BACKER ROD DETAIL, SEE SHEET B1-7.

1. FOR BARS 4S AND 4V, SEE FDOT STANDARD PLANS NO. 521-427.

CROSS REFERENCE:

FOR FLORIDA SLAB BEAMS

CAMBER AND DEFLECTION DATA TABLE

TABLE DATE 01-01-16

LOCATION

SPAN NO. BEAM NO.

(IN.)

OF BEAM) @ 120 DAYS

(PRESTRESS - DEAD LOAD

NET BEAM CAMBER

@ 120 DAYS (IN.)

DUE TO TOPPING CASTING

DEAD LOAD DEFLECTION

DIM. F

1 - 3 1 & 8

1 - 3 2 - 7

DEAD LOAD DEFLECTION DIAGRAM

B E

G I N

S

P A

N

B

E A

R I N

G

E N

D

S

P A

N

B

E A

R I N

G

TO CASTING TOPPING CONCRETE.

REQUIRED AND SUBMIT TO THE ENGINEER FOR APPROVAL A MINIMUM OF 21 DAYS PRIOR

BEAM CAMBER @ 120 DAYS" SHOWN IN THE TABLE, PROPOSE MODIFIED DIMENSIONS AS

BASED ON FIELD MEASUREMENTS DIFFER MORE THAN ± ½" FROM THE THEORETICAL "NET

CAMBER VALUES AT THE TIME OF THE TOPPING CASTING. IF THE PREDICTED CAMBERS

THE CONTRACTOR SHALL MONITOR BEAM CAMBERS FOR THE PURPOSE OF PREDICTING

THE VALUES GIVEN IN THE TABLE ABOVE ARE BASED ON THEORETICAL BEAM CAMBERS.

CAMBER NOTE:

TOPPING DIAGRAM

LOCATION

TOPPING THICKNESS TABLE

INTERIOR BEAMS

EXTERIOR BEAMS

DIM. B (IN.) DIM. C (IN.)

"2

DIM. D (IN.)

"2

"16

"16

"16

"16

"8

"8

"16

"16

SLOPE: 0.02 FT/FTSLOPE: 0.02 FT/FT

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

B1-18 FOR SPACING)

*5S1 (SEE SHEET

B1-18 FOR SPACING)

*5S1 (SEE SHEET

S 80°17'36" E

(MIDSPAN) (TYP.)

½" V-GROOVE

O U

T T

O

O U

T

(ALONG LEFT & RIGHT COPING FROM END OF SLAB TO END OF SLAB)

38'-2"

(SPACING FROM END TO END OF TRAFFIC RAILINGS) (TYP.)

"8 38 "4

LEFT COPING

LEFT GUTTER

115'-2" (OVERALL LENGTH OF BRIDGE ALONG ¡ CONST. & PGL)

6"

6" "8

"8

"8

DI

AP

HRAGM6"

DI

AP

HRAGM6"

(FDOT STD. PLANS NO. 521-427) (TYP.)

BARS 4S IN TRAFFIC RAILING RIGHT COPING

RIGHT GUTTER

¡ CONST. & PGL

¡ FSB 2

¡ FSB 3

¡ FSB 4

¡ FSB 5

¡ FSB 6

¡ FSB 7

¡ FSB 8

¡ FSB 1

NO. 450-451) (TYP.)

(FDOT STANDARD PLANS

¡ FSB 12 X 54

2"

(TYP

. E

ACH

END)

3- 5S

4 @ 6"

38'-4" (SPAN 2) (ALONG ¡ CONST. & PGL)

38'-5" (SPANS 1 AND 3) (ALONG ¡ CONST. & PGL)

EXP.

JT

EXP.

JT

RH 12-23

CB 11-23

RH 12-23

BRIDGE NO. 484299

JV 11-23

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

5chambm 3/5/2024 9:57:37 AM c:\pw_work\american-pw-01\dms03975\B1Superst01.dgn

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

P.E. LICENSE NUMBER 70045

B1-19

SUPERSTRUCTURE

TABLE OF STATIONS

SPAN STA. "A" STA. "B"

21+15.96 21+54.38

21+54.38 21+92.71

3 21+92.71 22+31.13

STA. "A"

OR ¡ INT. BENT

BEGIN BRIDGE

STA. "B"

OR END BRIDGE

¡ INT. BENT

(TYP.)

70°00'00"

OF STATIONING

DIRECTION

PLAN (SPANS 1 THRU 3)

3. FOR REINFORCING BAR LIST, SEE SHEET B1-25.

2. FOR SUPERSTRUCTURE DETAILS, SEE SHEETS B1-20 AND B1-21.

1. FOR TYPICAL SECTION THROUGH BRIDGE DECK, SEE SHEET B1-18.

CROSS REFERENCE:

CUT BARS 5S4 AS NEEDED TO MAINTAIN 2" COVER.

REBAR NOTE:

#1" AT � INT. BENT; 2" AT END BENT

***SEE FDOT STANDARD PLANS NO. 521-427 FOR DETAILS

**BEAM SPACING ALONG BEGIN/END BRIDGE AND ¡ INT. BENT

*SHIFT AS REQUIRED TO CLEAR FSB BARS 4K (PAIR WITH 4S5)

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

COPING

CL.

2"

*BARS 4V

*BARS 4S

CL. (TYP.)

" MIN.4

BAR 5S7

C L

2"

EXP. JT.

2"

CL.

2"

POLYSTYRENE

EXPANDED

JOINT FILLER

PREFORMED

BARS 5S1

(TYP.)

BARS 5S6

WITH BARS 5S1

BARS 4S8, PAIR

2-5S6 @ 6¾" (BOTTOM)

2-5S6 @ 5½" (TOP)

C L

EXP.

JT

2"

(TYP.)

PLANS NO. 521-427)

(FDOT STANDARD

(36" SINGLE-SLOPE)

TRAFFIC RAILING

(TYP.)

GUTTER LINE

(TYP.)

APPROACH SLAB

C.I.P. TOPPING OR

COPING (TYP.)

EXP. JT.

"8

(TYP.)

2" CL.

BLOCKOUT

POLYSTYRENE

¾" EXPANDED

OR APPROACH SLAB

TOP OF C.I.P. TOPPING

COVER

REINFORCEMENT TO PROVIDE

FIELD CUT TRAFFIC RAILING

(TYP.)

REINFORCEMENT

TRAFFIC RAILING

END BENT CAP

***BACKER ROD

OR 5S3

BARS 5S2

PAIRED WITH

BARS 4S5

BLOCKOUT

POLYSTYRENE

¾" EXPANDED

BARS 5S2 OR 5S3(TYP.)

BARS 5S1

(TYP.)

BARS 5E

"4 11'-1

"2

WORKING POINT

BARS 5S2 OR 5S3

(TYP.)

BARS 5S1

(TYP.)

WITH BARS 5E

BARS 5S7, PAIR

(TYP.)

BARS 5E

(TYP. UNO)

BARS 5S2 OR 5S3

BARS 5S4

NOS. 450-450 AND 450-451)

(FDOT STANDARD PLANS

FSB REINFORCEMENT

NOS. 450-450 AND 450-451)

(FDOT STANDARD PLANS

FSB REINFORCEMENT

"2

M I N

.I .P

T O

P

½

M I

B

X

5S4

BAR

B

C .I .P

T O

P

½

M I N

BAR 5S7

RH 12-23

C…