APPENDIX I.pdf

20 21 22 23

33 34

9 10

20 21 22 23 24

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Munson

Johnson Cem.

Munson

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Headquarters

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Cr.

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S a n d y

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B rya n t

B r id g e

R o a d

Ro ck

Charlie Foster Rd.

Bud BassRd.

Frank Hardy Rd.

P l e a s a n t

H o m e

R d

FacilityState Trail(Bike Trail)

P i t man

REFORMATTED 2006

Santa Rosa

Juvenile Justice

S h

MANAGEMENT

F O R E S T

J u n i p eMANAGEMENT AREA COPYRIGHT FLORIDA DEPARTMENT OF TRANSPORTATION 2007

N

0 1 2

Miles

STATE OF FLORIDA

DEPARTMENT OF AGRICULTURE

AND CONSUMER SERVICES

CONTRACT PLANS

SANTA ROSA COUNTY

STA. 203+35.63

END BRIDGE NO. 580832

R -2

-W

R -2

-W

SEE SHEET B-3 FOR INDEX OF SHEETS

ENGINEER OF RECORD:

STRUCTURE PLANS

VENDOR NO. F0593221706-011

PACE, FLORIDA 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

(850) 289-1000

P.E. NO. 85538

CODY A. BARRETT, P.E.

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

LOCATION OF PROJECT

(850) 957-5720

DANIEL HAYES

FORESTRY MAINTENANCE ADMINISTRATOR:

T-4-N

T-3-N

STA. 302+60.82

BEGIN BRIDGE NO. 580831

STA. 303+20.82

END BRIDGE NO. 580831

STA. 202+47.13

BEGIN BRIDGE NO. 580832

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

FOR ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD SPECIFICATIONS

STANDARD PLANS FOR BRIDGE CONSTRUCTION ARE INCLUDED IN THE STRUCTURES PLANS.

FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS

STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRs ARE AVAILABLE AT THE

BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs).

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

NORMAN RILEY ROAD OVER LIGHTER KNOT (BRIDGE NO. 580831)

ENVIRONMENTAL ROAD OVER MIDDLE CREEK #1 (BRIDGE NO. 580832)

NO.

SHEET

YEAR

FISCAL

9:54:49 AM c:\pw_work\american-pw-01\d0939810\KeySheet01.dgnKyle.Chicco 1/27/2025

B-1

INDEX OF STRUCTURE PLANS

GOVERNING STANDARD SPECIFICATIONS:

GOVERNING STANDARD PLANS:

TBD

/2

/2

:0

:0

A

M v ic to j p w

/c o n s o r p w .b e n tl e y

.c o m :c o n s o r p w

/D o c u m e n ts /F

L F o r e s tS e r v ic e /P r o je c ts

/5

/C

A D

D /S tr u c tu r e s /5

/S

I G

N S

T

.d g n

STATE OF

R E

E

NI

GNE LANOIS

SE

F O

R P

ADIROLF

No 85538

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

CODY A. BARRETT, P.E. NO. 85538

PHONE: (850) 289-1000

PACE, FLORIDA 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

B2-24

B2-23

B2-22

B2-21

B2-20

B2-19

B2-18

B2-17

B2-16

B2-15

B2-14

B2-13

B2-12

B2-11

B2-10

B2-9

B2-8

B2-7

B2-6

B2-3

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

B1-3

B-4

B-3

B-2

B-1

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST

FINISH GRADE ELEVATIONS (2 OF 2)

FINISH GRADE ELEVATIONS (1 OF 2)

SUPERSTRUCTURE DETAILS

SUPERSTRUCTURE

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENTS 2 AND 3

END BENT DETAILS (2 OF 2)

END BENT DETAILS (1 OF 2)

END BENT 4

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

SECTION THROUGH BRIDGE

RUBBLE RIPRAP DETAILS (2 OF 2)

RUBBLE RIPRAP DETAILS (1 OF 2)

PLAN AND ELEVATION

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST

FINISH GRADE ELEVATIONS (2 OF 2)

FINISH GRADE ELEVATIONS (1 OF 2)

SUPERSTRUCTURE DETAILS

SUPERSTRUCTURE

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENT 2

END BENT DETAILS (2 OF 2)

END BENT DETAILS (1 OF 2)

END BENT 3

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

SECTION THROUGH BRIDGE

RUBBLE RIPRAP DETAILS (2 OF 2)

RUBBLE RIPRAP DETAILS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

INDEX OF SHEETS

SIGNATURE SHEET

KEY SHEET

TT

ERRAB .A YDOC

STATE OF

R E

E

NI

GNE LANOIS

SE

F O

R P

ADIROLF

No 93419

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

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

GARY E. CHIN SANG, P.E. NO. 93419

PHONE: (850) 289-1000

PACE, FLORIDA 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

SHEET DESCRIPTIONSHEET NO.

B2-2

B2-1

B1-2

B1-1

B-2

TYPICAL SECTION

PLAN & PROFILE SHEET

TYPICAL SECTION

PLAN & PROFILE SHEET

SIGNATURE SHEET

GNAS

NIHC .E YRA

G

STATE OF

R E

E

NI

GNE LANOIS

SE

F O

R P

ADIROLF

No 43416

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

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

MITCHELL L. SMITH, P.E. NO. 43416

FAX: (850) 462-8784

PHONE: (850) 462-8774

PENSACOLA, FLORIDA 32502

175 SOUTH A STREET

TIERRA, INC.

SHEET DESCRIPTIONSHEET NO.

B2-5

B2-4

B1-5

B1-4

B-2

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

SIGNATURE SHEET

HTI

MS .L LLEHCTI

M

B-2

SIGNATURE SHEET

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

SANTA ROSA

N/A

AND CONSUMER SERVICES

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

JV 11-24

AP 11-24

JV 11-24

AP 11-24

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538LICENSE NUMBER:

CODY A. BARRETT, P.E.

BRIDGE NOS. 580831 & 580832

ENVIRONMENTAL ROAD OVER MIDDLE CREEK #1

NORMAN RILEY ROAD OVER LIGHTER KNOT &

T

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

INDEXOFSHEETS : c:\pw_work\american-pw-01\d0719767\B1Index01.dgn

6:07:06 AM11/22/20245victoj

SHEET NO. SHEET DESCRIPTION

GENERAL BRIDGE SHEETS

B-4

B-3

B-2

B-1

GENERAL NOTES

INDEX OF SHEETS

SIGNATURE SHEET

KEY SHEET

SHEET NO. SHEET DESCRIPTION

NORMAN RILEY ROAD OVER LIGHTER KNOT (BRIDGE NO. 580831)

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

B1-5

B1-4

B1-3

B1-2

B1-1

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST

FINISH GRADE ELEVATIONS (2 OF 2)

FINISH GRADE ELEVATIONS (1 OF 2)

SUPERSTRUCTURE DETAILS

SUPERSTRUCTURE

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENT 2

END BENT DETAILS (2 OF 2)

END BENT DETAILS (1 OF 2)

END BENT 3

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

SECTION THROUGH BRIDGE

RUBBLE RIPRAP DETAILS (2 OF 2)

RUBBLE RIPRAP DETAILS (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

TYPICAL SECTION

PLAN & PROFILE SHEET

DEVELOPMENTAL DESIGN STANDARDS

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

STANDARD PLANS FOR BRIDGE CONSTRUCTION

521-427

458-110

455-018

455-003

455-002

455-001

415-001

TRAFFIC RAILING - (36" SINGLE-SLOPE)

EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD

18" SQUARE PRESTRESSED CONCRETE PILE

SQUARE PRESTRESSED CONCRETE PILES - EDC INSTRUMENTATION

SQUARE PRESTRESSED CONCRETE PILE SPLICES

SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS & NOTES

BAR BENDING DETAILS (STEEL)

SHEET NO. SHEET DESCRIPTION

ENVIRONMENTAL ROAD OVER MIDDLE CREEK #1 (BRIDGE NO. 580832)

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST

FINISH GRADE ELEVATIONS (2 OF 2)

FINISH GRADE ELEVATIONS (1 OF 2)

SUPERSTRUCTURE DETAILS

SUPERSTRUCTURE

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENTS 2 AND 3

END BENT DETAILS (2 OF 2)

END BENT DETAILS (1 OF 2)

END BENT 4

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

SECTION THROUGH BRIDGE

RUBBLE RIPRAP DETAILS (2 OF 2)

RUBBLE RIPRAP DETAILS (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

TYPICAL SECTION

PLAN & PROFILE SHEET

B2-24

B2-23

B2-22

B2-21

B2-20

B2-19

B2-18

B2-17

B2-16

B2-15

B2-14

B2-13

B2-12

B2-11

B2-10

B2-9

B2-8

B2-7

B2-6

B2-5

B2-4

B2-3

B2-2

B2-1

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

SANTA ROSA N/A

AND CONSUMER SERVICES

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

JV 11-24

AP 11-24

JV 11-24

AP 11-24

PACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

LICENSE NUMBER: 85538

CODY A. BARRETT, P.E.

BRIDGE NOS. 580831 & 580832

B-3

INDEX OF SHEETS

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

/2

/2

:0

:0

A

M v ic to j p w

/c o n s o r p w .b e n tl e y

.c o m :c o n s o r p w

/D o c u m e n ts /F

L F o r e s tS e r v ic e /P r o je c ts

/5

/C

A D

D /S tr u c tu r e s /5

/B

G e n e r a lN o te s

.d g n

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:

TOP OF DECK AND ALL OTHER EXTERNAL SURFACES: 2"'

C.I.P. SUPERSTRUCTURE:

CONCRETE COVER:

60 PER FDOT SPECIFICATIONS SECTION 931.

STAINLESS STEEL BARS FOR CONCRETE REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF ASTM A955, GRADE

STAINLESS STEEL BARS:

GRADE 60 CARBON STEEL PER FDOT SPECIFICATIONS SECTION 931.

REINFORCING STEEL:

PRESTRESSED CONCRETE PILESF'C = 6500 V

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.

15 PSF FUTURE WEARING SURFACE

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 23.00.01.16

FB MULTIPIER - VERSION 6.1.0

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 AND STEEL: EXTREMELY AGGRESSIVE

SUPERSTRUCTURE - MODERATELY AGGRESSIVE

ENVIRONMENT:

VERTICAL DATUM IN PLANS IS BASED ON NAVD 88.

VERTICAL DATUM:

AMENDED BY CONTRACT DOCUMENTS.

APPENDED HEREIN, AND FY 2025-26 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD PLANS AND REVISED INDEX DRAWINGS AS

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

3. FDOT DESIGN MANUAL DATED JANUARY 2025.

BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION.

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

1. FDOT STRUCTURES MANUAL DATED JANUARY 2025.

DESIGN SPECIFICATIONS:

UNO - UNLESS NOTED OTHERWISE

PGL - PROFILE GRADE LINE

F - FIXED BEARING

EJ - EXPANSION JOINT

EF - EACH FACE

E - EXPANSION BEARING

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

ABBREVIATIONS:

EXISTING BRIDGE PLANS ARE NOT AVAILABLE FOR BRIDGE NOS. 580804 AND 580813.

EXISTING BRIDGE PLANS:

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:

REQUIRED.

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

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:

580832 MIDDLE CREEK #1

580831 LIGHTER KNOT

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 PLAN LOCATIONS OF EXISTING UTILITIES, SEE SHEETS B1-3 AND B2-3. LOCATION OF UTILITIES SHOWN IN THE

UTILITIES:

UNLESS OTHERWISE NOTED.

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

PLAN DIMENSIONS:

2'-0" PORTION OF THE APPROACH SLAB NOT COVERED WITH ASPHALT.

FINISH DETAIL, THIS SHEET. A CLASS 4 SURFACE FINISH SHALL BE APPLIED TO THE TOP OF DECK SURFACE AND

A CLASS 2 SURFACE FINISH SHALL BE APPLIED TO THE PORTIONS OF THE STRUCTURES SHOWN ON THE SURFACE

CONCRETE SURFACE FINISH:

SURFACE FINISH DETAIL

SURFACE FINISH

CLASS 2

SURFACE FINISH

CLASS 2

B-4

GENERAL NOTES

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

JV 11-24

AP 11-24

JV 11-24

AP 11-24

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538LICENSE NUMBER:

CODY A. BARRETT, P.E.

BRIDGE NOS. 580831 & 580832

MIDDLE CREEK #1ENVIRONMENTAL ROAD OVER

304 305

300300

P O

T

S

T A

.6

P C

S

T A

.9

CURVE 1

CURVE DATA

PI STA. = 305+10.43

¬ = 22°19'48" (RT)

D = 07°36'55"

T = 148.50

L = 293.23

R = 752.39

PC STA. = 303+61.93

PT STA. = 306+55.16

e = nc

P I

S

T A

.4

N50°09 '01"E

N52°09'0 1"E

U

U

N

BEGIN PROJECT

BEGIN MILLING & RESURFACING

BEGIN 6" DBL YELLOW

PAINTED YELLOW MARKINGS

STA. 301+66.42

+56.92, 14.92' RT.

2" MISC. ASPHALT

STA. 301+66.42, 12.19' RT.

W/ MISC. ASPHALT

BEGIN GR., TL-2 PARALLEL TERMINAL

+12.67, 11.74' RT.

BEGIN TAPER

+22.67, 10.83' RT.

END TAPER

REMOVE EXISTING GR.

W/ MISC. ASPHALT

STA. 302+41.42, 10.00' RT.

END GR. TL-2

2" MISC. ASPHALT

+60.42, 9.29' LT.

STA. 301+66.42, 8.07' LT.

W/ MISC. ASPHALT

BEGIN GR., TL-2 PARALLEL TERMINAL

+22.67, 10.00' LT.

END TAPER

W/ MISC. ASPHALT

STA. 302+41.42, 10.00' LT.

END GR. TL-2

END MILLING & RESURFACING

BEGIN APPROACH SLAB

STA. 302+40.82

STA. 302+60.82

BEGIN BRIDGE #580831

END APPROACH SLAB

STA. 303+20.82

BEGIN APPROACH SLAB

END BRIDGE # 580831

STA. 303+40.82

RESURFACING

BEGIN MILLING &

END APPROACH SLAB

REMOVE EXISTING GR.

L I G

H T

E R

K

N O

T

� CONST. NORMAN RILEY RD

STA. 303+40.22, 10.00' RT.

W/ MISC. ASPHALT

BEGIN GR. TL-2

+58.97, 10.00' RT.

BEGIN TAPER

+10.62' RT.

+68.97, END TAPER

STA. 303+40.22, 10.00' LT.

W/ MISC. ASPHALT

BEGIN GR. TL-2

+58.97, 10.00' LT.

BEGIN TAPER

+58.97, 8.57' LT.

END TAPER

STA. 304+15.21, 7.65' LT.

W/ MISC. ASPHALT

PARALLEL TERMINAL

END GR. TL-2

+25.21, 10.07' LT.

2" MISC. ASPHALT

+21.21, 14.00' RT.

2" MISC. ASPHALT

STA. 304+15.21

MARKINGS

PAINTED YELLOW

ND 6" DBL YELLOWE

RESURFACING

END MILLING &

END PROJECT

NORMAN RILE

Y RD.

P T S

T A

.1

CURVE 1

+12.67, 7.23' LT.

BEGIN TAPER

STA. 304+15.21, 11.45' RT.

W/ MISC. ASPHALT

PARALLEL TERMINAL

END GR. TL-2

NOTE: FOR SIGNING QUANTITIES -

(0700-1-111) SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I

W5-2 (NARROW BRIDGE) & W15-1 (15 MPH)

LOCATION OFFSET QUANTITY

1570' AHEAD OF STA. 302+60.82 15' RT 1 EA

(0705-10-3) OBJECT MARKER - TYPE 3

LOCATION OFFSET QUANTITY

STA. 302+60.82 13' RT 1 EA

STA. 302+60.82 13' LT 1 EA

STA. 303+20.82 13' RT 1 EA

STA. 303+20.82 13' LT 1 EA

1" = 5' Vertical

1" = 50' Horizontal

SCALE

70 70

75 75

80 80

85 85

300300 301 302 303 304 305 306

(-)0.508%

.2

.1

.0

.8

.7

.6

.0

.0

.0

EL 78.20

VPI +36.04

BEGIN PROFILE

STA. 302+40.82

BEGIN APPROACH SLAB

END MILLING & RESURFACING

STA. 302+60.82

BEGIN BRIDGE #580831

END APPROACH SLAB

EL 77.66

VPI +40.92

END PROFILE

PROPOSED PGL

NORMAN RILEY RD�@

EXIST. GROUNDLINE

STA. 303+20.82

BEGIN APPROACH SLAB

END BRIDGE #580831

STA. 303+40.82

BEGIN MILLING & RESURFACING

END APPROACH SLAB

STA. 304+15.21

MATCH EXISTING

END MILLING & RESURFACING

END PROJECT

-0.785%

+1.653%

STA. 301+66.42

MATCH EXISTING

BEGIN MILLING & RESURFACING

BEGIN PROJECT

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ROAD NO. FINANCIAL PROJECT IDCOUNTY

N/ASANTA ROSAN/APACE, FL 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

LICENSE NUMBER: 93419

GARY E. CHIN SANG. P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

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IS

S H

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T I

S T

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E L

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F

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-2

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.A .C

PROFESSIONAL TYPE

PLAN & PROFILE SHEET

B1-1

CL - PLAN 1-1 [SHEET] : c:\pw_work\american-pw-01\d0924825\PLPRRD03_580804.dgn

2:29:40 PM12/5/20245turned

AND CONSUMER SERVICES

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

MILLING AND RESURFACING

TYPE SP STRUCTURAL COURSE (TRAFFIC B) (2")

MILL EXISTING ASPHALT PAVEMENT (2" AVG. DEPTH)

TYPICAL SECTION NO. 2

NOTES:

1. THE FDOT STANDARD PLANS INDEX 536-001 SHALL BE UTILIZED FOR

GUARDRAIL CONSTRUCTION REQUIREMENTS IE, POST SPACING, HEIGHT, ETC.

2. GUARDRAIL LENGTH OF NEED REQUIREMENTS ARE BASED ON AMERICAN

ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ROADWAY

DESIGN GUIDELINES, 4TH EDITION 2011.

3. ROADWAY GEOMETRY, CLEAR ZONE, LANE WIDTHS, ETC. HAVE BEEN ESTABLISHED

UTILIZING AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

OFFICIALS GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOW-VOLUME LOCAL ROADS

(ADT<400) 2001 EDITION.

POSTED SPEED = 30 MPH

DESIGN SPEED = 30 MPH

STA. 303+40.82 TO STA. 304+15.21

STA. 301+66.42 TO STA. 302+40.82

NORMAN RILEY ROAD

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

2' MIN.

2" MISC. ASPHALT

0.06

2' MIN.

NATURAL GROUND

9.4'-9'

VARIES

0.06

1:4

MIN

1:2

MAX

1:4 MIN1:2 MAX

STEEPER THAN 1:3)

(SOD SLOPES

TURF

STEEPER THAN 1:3)

(SOD SLOPES

TURF

CONST.�

MATCH

EXISTING

MATCH

EXISTING

9'

MILL & RESURFACE

18' TRAVEL LANES±

2'-6" 6"

4'

AND GRUBBING

STANDARD CLEARING

AND GRUBBING

STANDARD CLEARING

2'-6" 6"

2" MISC. ASPHALT

CONST. GR.

CONST. GR.

4'

NATURAL GROUND

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

LICENSE NUMBER: 93419

GARY E. CHIN SANG, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

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IS

S H

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T I

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IC

F

IL

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.A .C

PROFESSIONAL TYPE

TYPICAL SECTION

B1-2

TYPICALSHEETS : c:\pw_work\american-pw-01\d0924825\TYPSRD02_580804.dgn

2:33:55 PM11/21/20245turned

AND CONSUMER SERVICES

N 50°09'01" E

CURVE

RILEY ROAD & PGL

� CONST. NORMAN

O

U T

-T O

-O U

T

L A

N E

L A

N E

R A

IL

IN

G

R A

IL

IN

G

SHORELINE

BEGIN BRIDGE

� INT. BENT 2 END BRIDGE

NO. 521-427)

(FDOT STD. PLANS

(36" SINGLE-SLOPE)

TRAFFIC RAILING

D400-092) (TYP.)

DEVELOPMENTAL STD. PLANS NO.

PAVEMENT APPROACHES) (FDOT

APPROACH SLAB (20 FT.) (FLEXIBLE

CONCRETE PILE (TYP.)

18" SQ. PRESTRESSED

ROAD & PGL

AT � CONST. NORMAN RILEY

APPROXIMATE GROUND LINE

(BANK & SHORE)

RUBBLE RIPRAP

EL. 72.420

DHW

BERM (TYP.)

3'-0" MIN.

SHORELINE

(TYP.)

TOE OF SLOPE

(TYP.)

GUARDRAIL

(T O

B E

R E

M O

V E

D

E X

IS

T

B

R

ID

G E

N O

(BANK & SHORE) (TYP.)

LIMITS OF RUBBLE RIPRAP

SHORE) (TYP.)

RIPRAP (BANK &

LIMITS OF RUBBLE

60'-0" (OVERALL LENGTH OF BRIDGE)

(APPROACH SLAB)

20'-0"

(SPAN 2)

30'-0"

(SPAN 1)

30'-0"

(APPROACH SLAB)

20'-0"

(TBD)

EXISTING BFOC

(TBD)

EXISTING OE

BFOC (TBD)

EXISTING

(TYP.)

TOE OF SLOPE

STD. PLANS NO. 536-001)

(SEE SHEET B1-1 AND FDOT

GUARDRAIL (TYP.)

POT STA. 302+09.61

PC STA. 303+61.93

N 52°09'01" E

BEGIN APP. SLAB

STA. 302+40.82

90°00'00"

(TYP.)

BEGIN BRIDGE

STA. 302+60.82

� INT. BENT 2

STA. 302+90.82

END APP. SLAB

STA. 303+40.82

END BRIDGE

STA. 303+20.82

BRIDGE NO.

580831

LIGHTER

KNOT

DIRECTION

OF STATIONING

PLAN

ELEVATION

LEGEND:

DENOTES APPROXIMATE SOIL BORING LOCATION

EJ EJ

F

E

BB-1

BB-2

CROSS REFERENCE:

FOR RUBBLE RIPRAP DETAILS,

SEE SHEETS B1-6 AND B1-7.

E

BEGIN PROFILE

STA. 302+36.04

EL. 78.20

END PROFILE

STA. 303+40.92

EL. 77.66

(-) 0.508%

HORIZONTAL CURVE DATA

PI STA. = 305+10.43

Δ = 22°19'48" (RT.)

D = 07°36'55"

T = 148.50'

L = 293.23'

R = 752.39'

PC STA. = 303+61.93

PT STA. = 306+55.16

e = 0.000

1:2

1:2

U

T H

E O

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.A .C

BORDER : c:\pw_work\american-pw-01\d0939810\B1PlanElev01.dgn

6:07:11 AM11/22/20245victoj

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

10-24 JV

11-24AP

10-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-3

PLAN AND ELEVATION

NORMAN RILEY ROAD OVER LIGHTER KNOT

302 303 304

BB-1

BB-2

NORMAN RILEY RD

STA. 302+60.82

END BENT 1

BEGIN BRIDGE

STA. 302+90.82

INT. BENT 2

STA. 303+20.82

END BENT 3

END BRIDGE

¡ CONST. NORMAN RILEY RD

12 to 24

6 to 12

24 to 40

8 to 24

(BLOWS/FT.)

(BLOWS/FT.)

GREATER THAN 24

LESS THAN 3

GREATER THAN 40

LESS THAN 1

3 to 6

1 to 3

3 to 8

8 to 15

30 to 50

10 to 30

4 to 10

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 30

LESS THAN 4

GREATER THAN 50

LESS THAN 2

VERY LOOSE

HARD

VERY STIFF

STIFF

SILTS AND CLAYS

CONSISTENCY

FIRM

SOFT

VERY SOFT

LOOSE

DENSE

VERY DENSE

4 to 8

2 to 4

RELATIVE DENSITY

GRANULAR MATERIALS-

SAFETY HAMMER AUTOMATIC HAMMER

APPROXIMATE SPT BORING LOCATION

CASING

LEGEND

FIELD EXPLORATIONS

GROUNDWATER LEVEL ENCOUNTERED DURING

SPT N-VALUE

SPT N-VALUE SPT N-VALUE

15 to 30

ESTIMATED SEASONAL HIGH GROUNDWATER TABLE

MEDIUM DENSE

NAVD 88

OC

NMC

-200

WR

WH

N

SP

NORTH AMERICAN VERTICAL DATUM OF 1988

ORGANIC CONTENT (%)

NATURAL MOISTURE CONTENT (%)

PERCENT PASSING #200 SIEVE

OF ROD

SPLIT-SPOON SAMPLER ADVANCED UNDER WEIGHT

OF ROD AND HAMMER

SPLIT-SPOON SAMPLER ADVANCED UNDER WEIGHT

(UNLESS OTHERWISE NOTED).

SPT VALUE FOR 12 INCHES OF PENETRATION

NUMBERS TO THE LEFT OF BORINGS INDICATE

FOR CONFIRMATION OF VISUAL REVIEW.

AND LABORATORY TESTING ON SELECTED SAMPLES

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)

BROWN, GRAY, WHITE, YELLOW SAND (SP)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED CLAYEY SAND (SC)

GRAY, RED CLAY (CL)

DARK GRAY HIGHLY ORGANIC SILTY SAND/MUCK (SM)

ENVIRONMENTAL CLASSIFICATION:

SUBSTRUCTURE

SUBSTRUCTURE

SUPERSTRUCTURE

CONCRETE: EXTREMELY AGGRESSIVE (pH≤5.0) STEEL: EXTREMELY AGGRESSIVE (pH<6.0)

SLIGHTLY AGGRESSIVE

¡ NORMAN RILEY

ROAD

CENTERLINE CONSTRUCTION OF NORMAN RILEY

ASPHALT

BORING LOCATION PLAN

Feet

100200

N

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

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T R

O N

IC

F

IL

E

D

IG

IT

A

L L

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N

E D

A N

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N D

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BRIDGE1_01 [SHEET] : c:\pw_work\american-pw-01\brittany.garcia\d0924805\B1Boring01.dgn

4:34:02 PM11/21/2024bgarcia

-5

-10

-15

-20

-25

E L E

V A

T

IO

N I N

F E

E T

N

A V

D

N

BOR # BB-1

STA. 302+60

REF. ¡ NORMAN RILEY

ELEV. 78.0

DATE 7/30/2024

DRILLER R. SHUEY

HAMMER AUTOMATIC

RIG D-25

ELEVATION -22.0 FT (NAVD 88)

BORING TERMINATED AT

LONGITUDE: W 86.79791

LATITUDE: N 30.78619

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, WHITE, YELLOW SAND (SP)

GRAY, RED CLAY (CL)

-5

-10

-15

-20

-25

E L E

V A

T

IO

N I N

F E

E T

N

A V

D

NMC=12

-200=21

NMC=25

-200=10

NMC=23

-200=8

NMC=32

-200=16

NMC=29

-200=11

NMC=20

-200=82

NMC=20

-200=4

OFF. 8' RT.

ASPHALT

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DEPARTMENT OF TRANSPORTATION

STATE OF FLORIDA08-24 BMG

08-24 MM

08-24 BMG

08-24 MLS

32502 FLORIDA, PENSACOLA

175 SOUTH A STREET

TIERRA, INC.

43416License Number:

MITCHELL L. SMITH, P.E.

EXISTING BRIDGE NO. 580804

4EPORT OF CORE BORINGS (1 OF 2)

(3 INCHES THICK)

DEPARTMENT OF AGRICULTURE

B1-4

302 303 304

BB-1

BB-2

NORMAN RILEY RD

STA. 302+60.82

END BENT 1

BEGIN BRIDGE

STA. 302+90.82

INT. BENT 2

STA. 303+20.82

END BENT 3

END BRIDGE

¡ CONST. NORMAN RILEY RD

12 to 24

6 to 12

24 to 40

8 to 24

(BLOWS/FT.)

(BLOWS/FT.)

GREATER THAN 24

LESS THAN 3

GREATER THAN 40

LESS THAN 1

3 to 6

1 to 3

3 to 8

8 to 15

30 to 50

10 to 30

4 to 10

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 30

LESS THAN 4

GREATER THAN 50

LESS THAN 2

VERY LOOSE

HARD

VERY STIFF

STIFF

SILTS AND CLAYS

CONSISTENCY

FIRM

SOFT

VERY SOFT

LOOSE

DENSE

VERY DENSE

4 to 8

2 to 4

RELATIVE DENSITY

GRANULAR MATERIALS-

SAFETY HAMMER AUTOMATIC HAMMER

APPROXIMATE SPT BORING LOCATION

CASING

LEGEND

FIELD EXPLORATIONS

GROUNDWATER LEVEL ENCOUNTERED DURING

SPT N-VALUE

SPT N-VALUE SPT N-VALUE

15 to 30

ESTIMATED SEASONAL HIGH GROUNDWATER TABLE

MEDIUM DENSE

NAVD 88

OC

NMC

-200

WR

WH

N

SP

NORTH AMERICAN VERTICAL DATUM OF 1988

ORGANIC CONTENT (%)

NATURAL MOISTURE CONTENT (%)

PERCENT PASSING #200 SIEVE

OF ROD

SPLIT-SPOON SAMPLER ADVANCED UNDER WEIGHT

OF ROD AND HAMMER

SPLIT-SPOON SAMPLER ADVANCED UNDER WEIGHT

(UNLESS OTHERWISE NOTED).

SPT VALUE FOR 12 INCHES OF PENETRATION

NUMBERS TO THE LEFT OF BORINGS INDICATE

FOR CONFIRMATION OF VISUAL REVIEW.

AND LABORATORY TESTING ON SELECTED SAMPLES

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)

BROWN, GRAY, WHITE, YELLOW SAND (SP)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED CLAYEY SAND (SC)

GRAY, RED CLAY (CL)

DARK GRAY HIGHLY ORGANIC SILTY SAND/MUCK (SM)

ENVIRONMENTAL CLASSIFICATION:

SUBSTRUCTURE

SUBSTRUCTURE

SUPERSTRUCTURE

CONCRETE: EXTREMELY AGGRESSIVE (pH≤5.0) STEEL: EXTREMELY AGGRESSIVE (pH<6.0)

SLIGHTLY AGGRESSIVE

¡ NORMAN RILEY

ROAD

CENTERLINE CONSTRUCTION OF NORMAN RILEY

ASPHALT

N

WR

WH

BOR # BB-2

ELEV. 77.8

DATE 7/31/2024

DRILLER R. SHUEY

HAMMER AUTOMATIC

RIG D-25

ELEVATION -22.2 FT (NAVD 88)

BORING TERMINATED AT

-5

-10

-15

-20

-25

E L E

V A

T

IO

N I N

F E

E T

N

A V

D

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED CLAYEY SAND (SC)

DARK GRAY HIGHLY ORGANIC SILTY SAND/MUCK (SM)

-5

-10

-15

-20

-25

E L E

V A

T

IO

N I N

F E

E T

N

A V

D

LONGITUDE: W 86.79776

LATITUDE: N 30.78633

NMC=26

-200=7

NMC=22

-200=7

NMC=29

-200=13

NMC=29

-200=47

NMC=25

-200=7

OC=22

NMC=118

NMC=12

-200=28

STA. 303+30

REF. ¡ NORMAN RILEY

OFF. 2' LT.

ASPHALT

BORING LOCATION PLAN

Feet

100200

N

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

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IC

F

IL

E

D

IG

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A

L L

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IG

N

E D

A N

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-2

.0

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BRIDGE1_02 [SHEET] : c:\pw_work\american-pw-01\brittany.garcia\d0924805\B1Boring01.dgn

4:34:04 PM11/21/2024bgarcia

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

STATE OF FLORIDA08-24 BMG

08-24 MM

08-24 BMG

08-24 MLS

32502 FLORIDA, PENSACOLA

175 SOUTH A STREET

TIERRA, INC.

43416License Number:

EXISTING BRIDGE NO. 580804

REPORT OF CORE BORINGS (2 OF 2)

B1-5

DEPARTMENT OF TRANSPORTATION

STATE OF FLORIDA

AND CONSUMER SERVICES

E O

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BORDER : c:\pw_work\american-pw-01\d0939810\B1RiprapRubble01.dgn

6:07:13 AM11/22/20245victoj

RIPRAP (TYP.)

SAND-CEMENT

CURVE

:2

1:2

1:2 :2

:2

1:2

1:2

:2

(T Y

P

M

I N

BB

C

D

D

(BANK & SHORE) (TYP.)

OF RUBBLE RIPRAP

APPROXIMATE LIMITS

FILTER FABRIC

5'-0"

1'-0" MIN.

BEDDING STONE

M I N

BB

AA

A A

A

C

A

A

A

(TYP.)

TOE OF SLOPE

(TYP.)

TOE OF SLOPE

RILEY ROAD & PGL

� CONST. NORMAN

CD

CD

(BANK & SHORE) (TYP.)

OF RUBBLE RIPRAP

APPROXIMATE LIMITS

(TBD)

EXISTING BFOC

(TBD)

EXISTING BFOC

(TBD)

EXISTING OE

(TBD)

EXISTING BFOC

1:2

1:

(T Y

P

1:2

1:

(TYP.)

TOE OF SLOPE

(TYP.)

TOE OF SLOPE

(TYP.)

TOE OF SLOPE

(TYP.)

TOE OF SLOPE

N 52°09'01" E

BEGIN APP. SLAB

STA. 302+40.82

BEGIN BRIDGE

STA. 302+60.82

PC STA. 303+61.93

END APP. SLAB

STA. 303+40.82

END BRIDGE

STA. 303+20.82

� INT. BENT 2

STA. 302+90.82

DIRECTION

OF STATIONING

PLAN

SECTION A-A

*MATCH EXISTING CHANNEL SIDESLOPES

NOTE:

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

SPECIFICATIONS SECTION 985. SPLICE LENGTH SHALL BE IN

ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 514.

CROSS REFERENCE:

1. FOR HORIZONTAL CURVE DATA, SEE SHEET B1-3.

2. FOR SECTIONS B-B THRU D-D, SEE SHEET B1-7.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

11-24AP

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-6

RUBBLE RIPRAP DETAILS (1 OF 2)

E O

F F

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L R

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O R

D O

F T

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S H

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T I

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E L

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F

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A

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N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

BORDER : c:\pw_work\american-pw-01\d0939810\B1RiprapRubble02.dgn

6:07:16 AM11/22/20245victoj

END BENT CAP

1'-0" MIN. TRENCH BELOW

BEDDING STONE

EMBED REBAR

2'-0" MIN.

MIN.

1'-0"

(TO ¡ SPLICE)

6'-0" MIN.

SPLICE

FILTER FABRIC

M I N

(TYP.)

FILTER FABRIC

6" TO TOP OF

SAND-CEMENT RIPRAP

SAND-CEMENT RIPRAP (TYP.)

(BANK & SHORE)

RUBBLE RIPRAP

THROUGH SAND-CEMENT RIPRAP

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

BERM

3'-0" MIN.

INT. BENT CAP

TOE OF SLOPE

1'-0" MIN.

M I N

EL. 72.420

DHW

(TYP.)

FILTER FABRIC

(TO ¡ SPLICE)

6'-0" MIN.

SPLICE

FILTER FABRIC

(BANK & SHORE)

RUBBLE RIPRAP

N

1'-0" MIN.

BEDDING STONE

(TYP.)

FILTER FABRIC

RIPRAP (TYP.)

SAND-CEMENT

(TO ¡ SPLICE)

6'-0" MIN.

SPLICE

FILTER FABRIC

(BANK & SHORE)

RUBBLE RIPRAP

MIN.

3'-0"

APPROACH SLAB

1'-0" MIN. TRENCH BELOW

BEDDING STONE

6" TO TOP OF

SAND-CEMENT RIPRAP

END BENT WINGWALL

MIN.

1'-0"

N

1'-0" MIN.

BEDDING STONE

THROUGH SAND-CEMENT RIPRAP

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

MIN.

3'-0"

1'-0" MIN. TRENCH BELOW

BEDDING STONE

EMBED REBAR

2'-0" MIN.

SAND-CEMENT RIPRAP (TYP.)

APPROACH SLAB

6" TO TOP OF

RUBBLE RIPRAP (BANK & SHORE)

RIPRAP (TYP.)

SAND-CEMENT

BERM

3'-0" MIN.

WINGWALL

CAP

END BENT1:2

SECTION B-B

*1'-0" MIN.; COAT AREA BETWEEN APPROACH SLAB/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

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

END BENT CAP AND WINGWALL AS SHOWN

NOTE:

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

SPECIFICATIONS SECTION 985. SPLICE LENGTH SHALL BE IN

ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 514.

CROSS REFERENCE:

FOR LOCATION OF SECTIONS B-B THRU D-D, SEE SHEET B1-6.

1:2

SECTION C-C

1:2

SECTION D-D

1:2

1:

PARTIAL SIDE ELEVATION

(END BENT 3 SHOWN, END BENT 1 SIMILAR)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

AP 11-24

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-7

RUBBLE RIPRAP DETAILS (2 OF 2)

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

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.0

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.A .C

BORDER : c:\pw_work\american-pw-01\d0939810\B1BridgeSection01.dgn

6:07:18 AM11/22/20245victoj

22'-8" OUT-TO-OUT

11'-4"11'-4"

RAILING

1'-4"

LANE

10'-0"

LANE

10'-0"

RAILING

1'-4"

NO. 521-427) (TYP.)

(FDOT STANDARD PLANS

(36" SINGLE-SLOPE)

TRAFFIC RAILING

RILEY ROAD & PGL

� CONST. NORMAN

CONCRETE PILE (TYP.)

18" SQ. PRESTRESSED

S L A

B

SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

SECTION THROUGH BRIDGE DECK AT INTERMEDIATE BENT

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

10-24 JV

11-24AP

10-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-8

SECTION THROUGH BRIDGE

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

BORDER : c:\pw_work\american-pw-01\d0939810\B1FoundLay01.dgn

6:07:20 AM11/22/20245victoj

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

10-24 JV

11-24AP

10-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-9

FOUNDATION LAYOUT

CONCRETE PILE (TYP.)

18" SQ. PRESTRESSED

" T

Y P

IC

A

L P

IL

E

S P

A C

IN

G

6"

6"

SHORELINE

SHORELINE

(TBD)

EXISTING BFOC

(TBD)

EXISTING OE (TBD)

EXISTING BFOC

N 52°09'01" E

90°00'00"

(TYP.)

DIRECTION

OF STATIONING

PLAN

LEGEND:

DENOTES APPROXIMATE SOIL BORING LOCATION

DENOTES PILE

DENOTES TEST PILE

NOTE:

EXISTING PILES NOT IN CONFLICT WITH PROPOSED PILES SHALL BE REMOVED

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

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

BE COMPLETELY EXTRACTED THE CONTRACTOR MAY SUBMIT A REVISED PILE

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

EXPENSE.

CROSS REFERENCE:

FOR PILE DATA TABLE AND NOTES, SEE SHEET B1-10.

BB-2

BB-1

END BRIDGE

STA. 303+20.82

� INT. BENT 2

STA. 302+90.82

BEGIN BRIDGE

STA. 302+60.82

1 1

2 2 2

3 3

LIGHTER KNOT

E O

F F

IC

IA

L R

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D O

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S H

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T I

S T

H E

E L

E C

T R

O N

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F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

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.0

F

.A .C

PILEDATATABLE : c:\pw_work\american-pw-01\d0940052\B1PileData01.dgn

12:30:52 PM11/22/20245barrec

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 C

O M

P R

E S

S

IO

N

(TONS)

RESISTANCE

UPLIFT

NOMINAL

Ø U

P L

IF

T

NUMBER

BENT

or

PIER

TABLE DATE 01/01/16

N/A 7 7 72.5 0.75 0.60

PILE DATA TABLE

ELEVATIONS

PILE CUT-OFF

Ø

≤ NOMINAL BEARING RESISTANCE

N/A

N/A 0.75 0.60N/A N/A

N/A

N/A

N/A

N/A

FACTORED DESIGN LOAD + NET SCOUR RESISTANCE + DOWN DRAG

LOADING.

LONG TERM SCOUR ELEVATION: ESTIMATED ELEVATION OF SCOUR USED IN DESIGN FOR EXTREME EVENT

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

BELOW THE 100 YEAR SCOUR ELEVATION TO RESIST PULLOUT OF THE PILE.

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

103 20

N/A

20 59.5

P

IL

E

P

IL

E

P

IL

E

16530.0

44.4

(FT.)

LENGTH

PILE

TEST

END BENT 1

INT. BENT 2

90 74.9

74.8

PILE INSTALLATION NOTES:

FOR FOUNDATION LAYOUT, SEE SHEET B1-9.

CROSS REFERENCE:

8. ALL PILES SHALL BE DYNAMICALLY MONITORED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS.

FOR REBOUND PER STANDARD 455 SPECIFICATIONS.

7. TO CONTROL PILE REBOUND DURING DRIVE, CONTRACTOR SHALL SELECT APPROPRIATE SIZE HAMMER CONFIGURATION AND MONITOR

BY THE ENGINEER.

6. TEST PILES SHALL BE DRIVEN IN THE POSITION OF THE PERMANENT PLUB PILES AT THE LOCATION INDICATED OR AS DIRECTED

5. AT EACH END BENT, PILE DRIVING IS TO COMMENCE AT THE CENTER OF THE END BENT AND PROCEED OUTWARD.

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

SPECIFICATIONS. ALL PILES SHALL BE DRIVEN TO THE REQUIRED MINIMUM TIP TIP ELEVATION SHOWN IN THE PROJECT PLANS.

3. MINIMUM TIP ELEVATIONS ARE REQUIRED FOR LATERAL STABILITY AND SHALL BE IN ACCORDANCE WITH THE STANDARD 455

DAMAGE DURING CONSTRUCTION.

EXCAVATION, PILE DRIVING OR CONSTRUCTION AND ASSURE THAT UTILITIES ARE PROPERLY MAINTAINED AND PROTECTED AGAINST

2. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO DRIVING ANY PILES. NOTIFY ALL INVOLVED UTILITY COMPANIES PRIOR TO

PLANS (FDOT STANDARD PLANS NOS. 455-001, 455-002, 455-003 AND 455-018).

1. ALL PILES SHALL BE 18" SQ. PRESTRESSED CONCRETE PILES AND SHALL BE DRIVEN PLUMB UNLESS OTHERWISE NOTED IN THE

N/A 0.75 0.60N/A N/AN/A N/A 5 5 72.5140 10044.4END BENT 3 18 90 74.6

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

10-24 JV

AP 11-24

MC 10-24

AP 11-24

32571 FLORIDA, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538LICENSE NUMBER:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-10

PILE DATA TABLE

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

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-2

.0

F

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1EndBent01.dgn

6:07:24 AM11/22/20245victoj

24'-9"

"2

12'-4"2

12'-4

"2

3'-68'-10"8'-10""2

3'-6

� CAP, � PILES & � BEARING

� CONST. NORMAN

PLAN

ELEVATION

(TYP.)

6E1 DOWELS

1'-0" 1'-0"

*CONTINUOUS BEARING PAD

(W

IN

G

A

(W

IN

G

B

RILEY ROAD & PGL

� CONST. NORMAN

APPROACH SLAB

OUTLINE OF

"2

12'-46-6E1 @ 4'-0" MAX."2

12'-4

EL. 76.676

(TYP.)

6E1 DOWELS

2-8E6 2-8E6

4-8E2 4-8E3

"4

9"

1'-0" MAX.

3-5E7 @ "4

3-5E7 @

(TYP.)

1'-3"

(TYP. BETWEEN PILES)

8-5E7 @ 1'-0" MAX.

(LAP WITH 5E7) (TYP.)

8-5E8 @ 1'-0" MAX.

1-5E4 (EF)

1-8E3 (EF)

BETWEEN PILES)

2-8E5 (TYP.

PILE (TYP.)

18" CONCRETE

(TYP.)

EXP. MATERIAL

½" PREMOULDED

PILE SPACING

BEGIN BRIDGE

STA. 302+60.82

90°00'00"

(TYP.)

DIRECTION

OF STATIONING

CROSS REFERENCE:

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-9.

2. FOR SECTIONS A-A AND B-B, SEE SHEET B1-13.

3. FOR WINGWALL DETAILS, SEE SHEET B1-14.

4. FOR REINFORCING BAR LIST, SEE SHEET B1-23.

*21'-9" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD

WITH DUROMETER HARDNESS 50. IN LIEU OF A CONTINUOUS BEARING

PAD, A PAD IN SECTION OF 5'-0" OR LONGER MAY BE USED.

**3-5E9 @ 6" (TYP. OVER PILES) AND 3-5E8 @ 6" (ONLY REQUIRED

WITHIN LIMITS OF BARS 8E2)

EL. 73.929

(LEVEL)

EL. 76.449

EL. 77.845

EL. 76.449

EL. 77.845

EL. 73.929

(LEVEL)

B

B

A

A

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

AP 11-24

MC 11-24

AP 11-24

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-11

END BENT 1

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

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-2

.0

F

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1EndBent02.dgn

6:07:27 AM11/22/20245victoj

24'-9"

"2 112'-4"2

112'-4

"2 13'-68'-10"8'-10""2

13'-6

� CAP, � PILES & � BEARING

PLAN

(TYP.)

6E1 DOWELS

1'-0" 1'-0"

*CONTINUOUS BEARING PAD

(W

IN

G

A

(W

IN

G

B

ELEVATION

RILEY ROAD & PGL

� CONST. NORMAN

APPROACH SLAB

OUTLINE OF

"2

12'-46-6E1 @ 4'-0" MAX."2

12'-4

EL. 76.371

(TYP.)

6E1 DOWELS

2-8E6 2-8E6

4-8E2 4-8E3

3-5E7 @ "4

3-5E7 @

(TYP.)

1'-3"

8-5E7 @ 1'-0" MAX.

8-5E8 @ 1'-0" MAX.

1-5E4 (EF)

1-8E3 (EF)

BETWEEN PILES)

2-8E5 (TYP.

PILE (TYP.)

18" CONCRETE

(TYP.)

EXP. MATERIAL

½" PREMOULDED

END BRIDGE

STA. 303+20.82

90°00'00"

(TYP.)

DIRECTION

OF STATIONING

PILE SPACING

CROSS REFERENCE:

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-9.

2. FOR SECTIONS A-A AND B-B, SEE SHEET B1-13.

3. FOR WINGWALL DETAILS, SEE SHEET B1-14.

4. FOR REINFORCING BAR LIST, SEE SHEET B1-23.

*21'-9" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD

WITH DUROMETER HARDNESS 50. IN LIEU OF A CONTINUOUS BEARING

PAD, A PAD IN SECTION OF 5'-0" OR LONGER MAY BE USED.

**3-5E9 @ 6" (TYP. OVER PILES) AND 3-5E8 @ 6" (ONLY REQUIRED

WITHIN LIMITS OF BARS 8E2)

EL. 73.624

(LEVEL)

EL. 76.145

EL. 77.540

EL. 76.145

EL. 77.540

EL. 73.624

(LEVEL)

B

B

A

A

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

AP 11-24

MC 11-24

AP 11-24

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-12

END BENT 3

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

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BORDER : c:\pw_work\american-pw-01\d0939810\B1EndBentDet01.dgn

6:07:31 AM11/22/20245victoj

(B O

T T

O M

C

L

V A

R I E

S

T

O

3'-0"

SECTION B-B

5ƃ"

6½"

3 SPACES @ 8ƅ" (-) (BOTTOM)

3 SPACES @ 7ƅ" (+) (TOP)

5ƃ"

6½"

S

P A

C E

S

8E2 & 8E3 (TOP)

8E3, 8E5 & 8E6 (BOTTOM)

2'-0"1'-0"

1'-6"6""8 36"8

EXP. JT.

2"

BEGIN/END BRIDGE

D E

C K

APPROACH SLAB

� BEARING

3'-0"

� PILES

� CAP &

9"1'-6"9"

SECTION A-A

"8 15"4

32'-1"8

V A

R

IE

S

T O

M

IN

APPROACH SLAB

� PILES

� CAP &

(B O

T T

O M

C

L

2'-0"1'-0"

1'-6"6""8 36"8

EXP. JT.

2"

BEGIN/END BRIDGE

D E

C K

6E1 DOWELS

5E9

8E3 (TYP. UNO)

(TOP & SIDES)

4" CL.

5E4 (EF)

8E5 OR 8E6

WITH 5E7)

****5E8 (LAP

8E2 (TYP. TOP ROW)

8E3 (TYP. UNO)

(TOP & SIDES)

4" CL.

(T Y

P

6E1 DOWELS

5E4 (EF)

5E7

*21'-9" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD WITH DUROMETER HARDNESS 50.

IN LIEU OF A CONTINUOUS BEARING PAD, A PAD IN SECTIONS OF 5'-0" OR LONGER MAY BE USED.

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

***VARIES (0" TO 3")

****BARS 5E8 ARE ONLY REQUIRED WITHIN LIMITS OF BARS 8E2

CROSS REFERENCE:

1. FOR LOCATIONS OF SECTIONS A-A AND B-B, SEE SHEETS B1-11 AND B1-12.

2. FOR REINFORCING BAR LIST, SEE SHEET B1-23.

� BEARING

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

11-24AP

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-13

END BENT DETAILS (1 OF 2)

*TIE TO REINFORCING STEEL

**LAP WITH 8E3 AND 5E4

CROSS REFERENCE:

1. FOR LOCATION OF WINGWALLS, SEE SHEETS B1-11 AND B1-12.

2. FOR REINFORCING BAR LIST, SEE SHEET B1-23.

4'-6"

C

C

WING "A" ELEVATION

SECTION C-C

4W1 (EF)

W

E F

EL. "A"

(LEVEL)

W

M

A X

E

F

(B O

T T

O M

C

L

E

F

6EL. "B"

(LEVEL)

EL. "A" EL. "B"

END BENT 1

END BENT 3

77.845

77.540

73.929

73.624

TABLE OF ELEVATIONS

LOCATION

(TYP.)

*WWF 4X4

4'-6"

WING "B" ELEVATION

4W1 (EF)

W

E F

(TYP.)

*WWF 4X4

C

C

EL. "A"

(LEVEL)

EL. "B"

(LEVEL)

4'-6"

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

90°00'00"

(TYP.)

PILE

BEGIN/END BRIDGE

CAP

END BENT

5-4W1 @ 1'-0" MAX. (EF)"4

(T Y

P

C

L

"4

**5W3

*WWF 4X4

WING "A" PLAN

4W2

4W2

(T Y

P

C

L

4'-6"

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

PILE

BEGIN/END BRIDGE

CAP

END BENT

5-4W1 @ 1'-0" MAX. (EF) "4

4"4

*WWF 4X4

WING "B" PLAN

90°00'00"

(TYP.)

**5W3

4W2

4W2

4W1

(TOP & SIDES)

4" CL.

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REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

11-24AP

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-14

END BENT DETAILS (2 OF 2)

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BORDER : c:\pw_work\american-pw-01\d0939810\B1IntBent01.dgn

6:07:36 AM11/22/20245victoj

22'-8"

11'-4"11'-4"

2'-6"8'-10"8'-10"2'-6"

PLAN

� CAP, � PILES & � BEARING

*CONTINUOUS BEARING PAD

(TYP.)

6C1 SS DOWELS

ELEVATION

RILEY ROAD & PGL

� CONST. NORMAN

1'-4"11-6C1 SS DOWELS @ 2'-0" MAX.1'-4"

EL. 76.523

9" MAX.

3-5C7 @

(TYP.)

1'-3"

10-5C7 @ 9" MAX.

10-5C8 @ 9" MAX.

2-8C6

4-8C2 4-8C3

1-8C3 (EF)

BETWEEN PILES)

2-8C5 (TYP.

PILE (TYP.)

18" CONCRETE

9" MAX.

3-5C7 @

2-8C6

1-5C4 (EF)

DIRECTION

OF STATIONING

� INT. BENT 2

STA. 302+90.82

90°00'00"

(TYP.)

PILE SPACING

*21'-8" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD

WITH DUROMETER HARDNESS 50. IN LIEU OF A CONTINUOUS BEARING

PAD, A PAD IN SECTION OF 5'-0" OR LONGER MAY BE USED.

**3-5C9 @ 6" (TYP. OVER PILES) AND 3-5C8 @ 6" (ONLY REQUIRED

WITHIN LIMITS OF BARS 8E2)

CROSS REFERENCE:

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-9.

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

3. FOR REINFORCING BAR LIST, SEE SHEET B1-23.

EL. 73.797

(LEVEL)

EL. 76.297

EL. 73.797

(LEVEL)

EL. 76.297

B

B

A

A

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

11-24AP

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-15

INTERMEDIATE BENT 2

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6:07:38 AM11/22/20245victoj

V A

R I E

S

T

O

3'-0"

SECTION B-B

5ƃ"

6½"

3 SPACES @ 9ƅ" (-) (BOTTOM)

3 SPACES @ 7ƅ" (+) (TOP)

5ƃ"

6½"

S

P A

C E

S

¼

8C2 & 8C3 (TOP)

8C3, 8C5 & 8C6 (BOTTOM)

1'-6"1'-6"

D E

C K

� BEARING

3'-0"

� PILES

� CAP &

9"1'-6"9"

SECTION A-A

"8 15"4

32'-1"8

V A

R

IE

S

T O

¾

M

IN

� PILES

� CAP &

1'-6"1'-6"

D E

C K

6C1 SS DOWEL

� BEARING

6C1 SS DOWEL

(T Y

P

8C5 OR 8C6

WITH 5C7)

****5C8 (LAP

8C2 (TYP. TOP ROW)

8C3 (TYP. UNO)

(TYP.)

4" CL.

5C4 (EF)

5C7

5C9

8C3 (TYP. UNO)

(TYP.)

4" CL.

5C4 (EF)

*21'-8" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD WITH DUROMETER HARDNESS 50.

IN LIEU OF A CONTINUOUS BEARING PAD, A PAD IN SECTIONS OF 5'-0" OR LONGER MAY BE USED.

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

***VARIES (0" TO 2¾")

****BARS 5C8 ARE ONLY REQUIRED WITHIN LIMITS OF BARS 8C2

CROSS REFERENCE:

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

2. FOR REINFORCING BAR LIST, SEE SHEET B1-23.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

11-24AP

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-16

INTERMEDIATE BENT DETAILS

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6:07:40 AM11/22/20245victoj

22'-8" OUT-TO-OUT

11'-4"11'-4"

RAILING

1'-4"

LANE

10'-0"

LANE

10'-0"

RAILING

1'-4"

NO. 521-427) (TYP.)

(FDOT STANDARD PLANS

(36" SINGLE-SLOPE)

TRAFFIC RAILING� CONST. NORMAN RILEY ROAD

PGL

*4S

(½" CONT. V-GROOVE)

3" (TYP.)

*4P

*4V

8S1 (TYP.)

(TYP. UNO)

8S2 5S4

(T Y

P

C L

S L A

B

SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

TYPICAL SECTION THROUGH BRIDGE DECK

(SECTION AT BEGIN/END BRIDGE AND MIDSPAN)

*BARS INCLUDED IN TRAFFIC RAILINGS (SEE FDOT STANDARD PLANS NO. 521-427)

CROSS REFERENCE:

FOR REINFORCING BAR LIST, SEE SHEET B1-23.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

11-24AP

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-17

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

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BORDER : c:\pw_work\american-pw-01\d0939810\B1TypicalSection02.dgn

6:07:43 AM11/22/20245victoj

22'-8" OUT-TO-OUT

11'-4"11'-4"

RAILING

1'-4"

LANE

10'-0"

LANE

10'-0"

RAILING

1'-4"

NO. 521-427) (TYP.)

(FDOT STANDARD PLANS

(36" SINGLE-SLOPE)

TRAFFIC RAILING� CONST. NORMAN RILEY ROAD

PGL

*4S

(½" CONT. V-GROOVE)

3" (TYP.)

*4P

*4V

8S1 (TYP.)

(TYP. UNO)

8S2 5S4

(T Y

P

C L

S L A

B

**8S3

TYPICAL SECTION THROUGH BRIDGE DECK

(SECTION AT INTERMEDIATE BENT)

*BARS INCLUDED IN TRAFFIC RAILINGS (SEE FDOT STANDARD PLANS NO. 521-427)

**SPACED BETWEEN 8S1 (TOP OF SLAB) (TYP. AT INT. BENT)

CROSS REFERENCE:

FOR REINFORCING BAR LIST, SEE SHEET B1-23.

SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

11-24AP

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-18

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

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6:07:45 AM11/22/20245victoj

7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"7'-6"

(TYP. AT INT. BENTS)

¾" INT. OPEN JOINT

LEFT COPING

GUTTER

LEFT

RIGHT COPING

� EXP. JOINT

ROAD & PGL

NORMAN RILEY

� CONST.

(TYP.)

(FDOT STD. PLANS NO. 521-427)

BARS 4S IN TRAFFIC RAILING

SHEET B1-20

SEE DETAIL "A",

GUTTER

RIGHT

(MIDSPAN) (TYP.)

½" V-GROOVE

61-5S4 @ 1'-0" MAX. (TOP & BOTTOM OF SLAB)"8

34 "8

1" 1"

60'-0" (OVERALL LENGTH OF BRIDGE)

30'-0" (SPAN 2)30'-0" (SPAN 1)

-8

S

M A

X (B

O T

T O

M O

F S

L A

B

-8 S

M

A X

(T

O P

O F

S L

A B

O

U T

-T O

-O U

T

R A

IL

IN

G

R A

IL

IN

G

EXP. JT.

2"

EXP. JT.

2"

(S P

A B

E T

W E

E N

S

(T O

P O

F S

L A

B

� EXP. JOINT

X

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

11-24 JV

11-24AP

11-24 MC

11-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 580831

B1-19

SUPERSTRUCTURE

90°00'00"

(TYP.)

PLAN

END BRIDGE

STA. 303+20.82

� INT. BENT 2

STA. 302+90.82

BEGIN BRIDGE

STA. 302+60.82

N 52°09'01" E

DIRECTION

OF STATIONING

1 OR

OPTIONAL CONST.

JOINT SPACING

LEGEND:

DENOTES POUR NUMBER

DENOTES DIRECTION OF POUR

*STAGGERED OVER INT. BENT AS SHOWN IN REINFORCEMENT DETAIL

**V-GROOVE/OPEN JOINT SPACING IN TRAFFIC RAILINGS (FOR DETAILS,

SEE FDOT STANDARD PLANS NO. 521-427)

NOTE:

THE SLAB CASTING SEQUENCE MAY NOT BE CHANGED UNLESS THE CONTRACTOR'S SPECIALTY

ENGINEER PERFORMS A NEW STRUCTURAL ANALYSIS AND NEW DEFLECTION DIAGRAMS AND

REVISED SLAB REINFORCING STEEL LAYOUTS AND BAR LISTS ARE DEVELOPED. A MINIMUM

OF 72 HOURS IS REQUIRED BETWEEN SUCCESSIVE POURS IN A GIVEN UNIT.

CROSS REFERENCE:

1. FOR TYPICAL SECTION THROUGH BRIDGE DECK, SEE SHEETS B1-17 AND B1-18.

2. FOR REINFORCEMENT DETAILS AT INT. BENT, DETAIL "A" AND OPTIONAL CONSTRUCTION

JOINT DETAIL, SEE SHEET B1-20.

3. FOR REINFORCING BAR LIST, SEE SHEET B1-23.

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6:07:48 AM11/22/20245victoj

(SPAN 2)

30'-0"

(SPAN 1)

30'-0"

BEGIN BRIDGE ¡ BEARING END BRIDGE¡ BEARING

8S1 (TYP.)

(TOP OF SLAB) (TYP.)

(SPA. BETWEEN 8S1)

**8S3 (STAGGERED)

� INT. BENT

REINFORCEMENT DETAIL AT INT. BENT

2'-0"9'-0"9'-0"2'-0"

V-GROOVE

" TOOLED2

SLAB

OVERFILL)

*SEAL (DO NOT

Δ Δ

CONST. JOINT

OPTIONAL

SLAB

TABLE OF DEFLECTIONS

SPAN ¬ (IN)

END BENTS 2"

MOVEMENT

TOTAL DESIGN

LOCATION

@ 70°F

DIM. "A"

PER 10°F

DIM. "A" ADJUSTMENT

TABLE DATE 1-01-09

POURED EXPANSION JOINT DATA TABLE

Ƌ" 1 16"

EXP. JOINT. WORK THIS TABLE WITH FDOT STANDARD PLANS NO. 458-110.

DIM. "A" ADJUSTMENT PER 10°F SHOWN IS MEASURED PERPENDICULAR TO �

NOTE:

0.208

0.208

LOCATION

NM2M1

DIMENSIONS

ANGLE Ø

L1 L2

APPROACH SLAB TABLE OF DIMENSIONS

WORK THIS DATA TABLE WITH FDOT STANDARD PLANS NO. D400-092.

DIMENSIONS L1 & L2 ARE MEASURED ALONG GUTTER LINE.

DIMENSION NOTES:

TABLE DATE 11-01-16

APPROACH SLAB 1

APPROACH SLAB 2

20'-0"

20'-0"

20'-0"

20'-0"

1'-4"

1'-4"

1'-4"

1'-4"

20'-0"

20'-0"

90°00'00"

90°00'00"

DEAD LOAD DEFLECTION DIAGRAM

IN

T

B

E N

T

E N

D B

E N

T

E N

D B

E N

T

DETAIL "A"

OPTIONAL CONSTRUCTION JOINT DETAIL

*FILL TOOLED V-GROOVE WITH TYPE D SEALANT PER FDOT

SPECIFICATIONS SECTION 932. GROOVE SHALL BE CLEAN AND FREE

OF GREASE AND DEBRIS BEFORE FILLING.

**STAGGERED OVER INT. BENT AS SHOWN IN REINFORCEMENT DETAIL

CROSS REFERENCE:

1. FOR LOCATION OF DETAIL "A" AND OPTIONAL CONSTRUCTION JOINT

LOCATIONS, SEE SHEET B1-19.

2. FOR REINFORCING BAR LIST, SEE SHEET B1-23.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHE…