PW-_Reams_Rd_Structures_Plans.pdf

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UTILITIES ENCOUNTERED

J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B0 General\KeySheet01.dgnUSER: juan 2/18/2026 15:58:30 Default

PREPARED BY:

VICINITY MAP

1" = 1 MILE

R -2

-E

R -2

-E

T-23-S

T-24-S

T H

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O F

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DESCRIPTION

INDEX OF SHEETS

SHEET

KEY SHEET

N

STATION 417+50.00

BEGIN BRIDGE

STATION 420+35.00

END BRIDGE

B-01

GENERAL SHEETS

B1-01 - B1-45

B-02 - B-10

STRUCTURE PLANS

WALL PLANSBW-01 - BW-19

VERIZON

SUMMIT BROADBAND

SMART CITY

REEDY CREEK ENERGY

ORANGE COUNTY UTILTIES

LAKE APOPKA NATURAL GAS

FLORIDA GAS TRANSMISSION

DUKE ENERGY TRANSMISSION

DUKE ENERGY DISTRIBUTION

CENTURYLINK (LUMEN)

BRIGHT HOUSE (CHARTER/SPECTRUM)

AT&T FLORIDA

STANDARD PLANS FOR ROAD CONSTRUCTION

STANDARD PLANS FOR BRIDGE CONSTRUCTION

550-002

102-110 -

630-010

400-090 -

34 35 36

3 6

Disney

World

Bay

Lake

L.

L.

Lake

Mabel

L.

Reams

Sharpe

P.

Open

South dR s ma eR 535

ORLANDO

INTERNATIONAL

AIRPORT

WINTER

GARDEN

ORLANDO

LAKE APOPKA

GALLOWAY DR.

1-4

I-4

FLORIDA

TPK

E-W

E

W

PROJECT NO:

SHEET

OF

DATE:

DATE:

DATE:

DATE:

DATE BYREVISIONS

COMMISSIONERS

PUBLIC WORKS DIRECTOR

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

NICOLE H. WILSON

CHRISTINE MO0RE

MAYRA URIBE

MARIBEL GOMEZ CORDERO

JERRY L. DEMINGS, COUNTY MAYOR

LOCATION MAP

DESIGNED BY:

DRAWN BY :

CHECKED BY:

APPROVED BY:

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

L A

K E C

O U

N T

Y

LAKE COUNTY

B R

E V

A R

D C

O U

N T

Y

PROJECT

LOCATION

OSCEOLA COUNTY

AND SPECIFICATIONS:

BOARD OF COUNTY

GOVERNING STANDARDS

2734,35,36SEC. TWP. RGE. E.23

27SEC. TWP. RGE. E.241,2,3

STATION 355+06.81

BEGIN PROJECT

STATION 523+55.00

END PROJECT

CAPITAL IMPROVEMENT PROGRAM NO.: 5139

reams ROAD

ORANGE COUNTY, FLORIDA

DISTRICT NO. 1

MICHAEL SCOTT

AS AMENDED BY CONTRACT DOCUMENTS.

ROAD AND BRIDGE CONSTRUCTION

FY 2025-2026 STANDARD SPECIFICATIONS FOR

FLORIDA DEPARTMENT OF TRANSPORTATION,

REVISIONS (IRs).

BRIDGE CONSTRUCTION AND APPLICABLE INTERIM

FY 2025-2026 STANDARD PLANS FOR ROAD AND

FLORIDA DEPARTMENT OF TRANSPORTATION,

structure PLANS

CONSTRUCTION PLANS FOR

WIDENING AND NEW CONSTRUCTION

B-10

B-01

KELLY MARTINEZ SEMRAD

DESIGN STANDARDS:

FDOT DESIGN MANUAL DATED JANUARY 2025

9TH EDITION

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,

FDOT STRUCTURES MANUAL DATED JANUARY 2025

JOSEPH KUNKEL, P.E.

FEB 2026

BID SET

(407) 836-7908

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

TLP ENGINEERING CONSULTANTS, INC.

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

S

EL

AROM .F N

A

UJ

No 86587

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

JUAN F. MORALES, P.E. NO. 86587

PH: 407-901-5060

ORLANDO, FLORIDA 32801

450 SOUTH ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

3/13/2026 09:49:17 J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B0 General\SIGNST01.dgnUSER: juan

Date By Description

REVISIONS

Date By Description

SHEET TITLE:

PROJECT NAME:

REF. DWG. NO.

SHEET NO.

T I C

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DDL 05-25

Checked by:

JFM 04-25

Drawn By:

JFM 03-25

Designed by:

DMW 04-25

Checked by:

Bridge No. 754194

WALLS

GENERAL SHEETS

BRIDGE NO. 754194

B-02

SHEET TITLE SHEET NO.

SHEET TITLE SHEET NO. SHEET TITLE SHEET NO.

SIGNATURE SHEET (1 OF 2)

B-10

B-09

B-08

B-07

B-06

B-05

B-04

B-03

B-02

B-01

SURFACE FINISH DETAILS

SUMMARY OF STRUCTURES QUANTITIES (2 OF 2)

SUMMARY OF STRUCTURES QUANTITIES (1 OF 2)

GENERAL NOTES (2 OF 2)

GENERAL NOTES (1 OF 2)

INDEX OF SHEETS (2 OF 2)

INDEX OF SHEETS (1 OF 2)

SIGNATURE SHEET (2 OF 2)

SIGNATURE SHEET (1 OF 2)

KEY SHEET

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST (3 OF 3)

REINFORCING BAR LIST (2 OF 3)

REINFORCING BAR LIST (1 OF 3)

APPROACH SLABS (2 OF 2)

APPROACH SLABS (1 OF 2)

TABLE OF BEAM VARIABLES

SUPERSTRUCTURE DETAILS (6 OF 6)

SUPERSTRUCTURE DETAILS (5 OF 6)

SUPERSTRUCTURE DETAILS (4 OF 6)

SUPERSTRUCTURE DETAILS (3 OF 6)

SUPERSTRUCTURE DETAILS (2 OF 6)

SUPERSTRUCTURE DETAILS (1 OF 6)

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

SUPERSTRUCTURE PLAN (3 OF 3)

SUPERSTRUCTURE PLAN (2 OF 3)

SUPERSTRUCTURE PLAN (1 OF 3)

FINISH GRADE ELEVATIONS (7 OF 7)

FINISH GRADE ELEVATIONS (6 OF 7)

FINISH GRADE ELEVATIONS (5 OF 7)

FINISH GRADE ELEVATIONS (4 OF 7)

FINISH GRADE ELEVATIONS (3 OF 7)

FINISH GRADE ELEVATIONS (2 OF 7)

FINISH GRADE ELEVATIONS (1 OF 7)

INTERMEDIATE BENT DETAILS (2 OF 2)

INTERMEDIATE BENT DETAILS (1 OF 2)

INTERMEDIATE BENT 3

INTERMEDIATE BENT 2

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

CONSTRUCTION SEQUENCE (3 OF 3)

CONSTRUCTION SEQUENCE (2 OF 3)

CONSTRUCTION SEQUENCE (1 OF 3)

TYPICAL SECTION

PLAN AND ELEVATION

B1-45

B1-44

B1-43

B1-42

B1-41

B1-40

B1-39

B1-38

B1-37

B1-36

B1-35

B1-34

B1-33

B1-32

B1-31

B1-30

B1-29

B1-28

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

B1-05

B1-04

B1-03

B1-02

B1-01

TEMPORARY CRITICAL MSE WALLS (3 OF 3)

TEMPORARY CRITICAL MSE WALLS (2 OF 3)

TEMPORARY CRITICAL MSE WALLS (1 OF 3)

CIP RETAINING WALL DETAILS

CIP CANTILEVER RETAINING WALL DATA TABLES

MSE WALL DETAILS

MSE & CAST IN PLACE WALLS (4 OF 4)

MSE & CAST IN PLACE WALLS (3 OF 4)

MSE & CAST IN PLACE WALLS (2 OF 4)

MSE & CAST IN PLACE WALLS (1 OF 4)

CIP CANTILEVER RETAINING WALL 3

STEEL SHEET PILE WEIR WALL

WEIR WALL DETAILS

WEIR WALL

RETAINING WALL GENERAL NOTES

WALL LAYOUT

BW-16

BW-15

BW-14

BW-13

BW-12

BW-11

BW-10

BW-09

BW-08

BW-07

BW-06

BW-05

BW-04

BW-03

BW-02

BW-01

TO TABORFIELD AVE.)

REAMS ROAD (FROM SOUTH OF SUMMERLAKE PARK BLVD.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

I D

ANN .N NIW

D

O

G No 50637

GODWIN N. NNADI, P.E. NO. 50637

ORLANDO, FLORIDA 32818

601 N. HART BOULEVARD

NADIC ENGINEERING SERVICES, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

(407) 836-7908

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

TLP ENGINEERING CONSULTANTS, INC.

3/13/2026 09:49:18 J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B0 General\SIGNST01.dgnUSER: juan

Date By Description

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PROJECT NAME:

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DDL 05-25

Checked by:

JFM 04-25

Drawn By:

JFM 03-25

Designed by:

DMW 04-25

Checked by:

Bridge No. 754194

BORING SHEETS

SHEET TITLE SHEET NO.

SIGNATURE SHEET (2 OF 2)

B-03

SHEET TITLE SHEET NO.

BORING SHEETS (WALLS)

B1-09

B1-08

B1-07

B1-06

REPORT OF BRIDGE BORINGS

REPORT OF BRIDGE BORINGS

REPORT OF BRIDGE BORINGS

REPORT OF BRIDGE BORINGS

BW-19

BW-18

BW-17

REPORT OF WALL BORINGS

REPORT OF WALL BORINGS

REPORT OF WALL BORINGS

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

1/21/2026 14:25:30 J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B0 General\B0Index01.dgnUSER: juan

Date By Description

SHEET TITLE:

PROJECT NAME:

T I C

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F I C I A

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DDL 05-25

Checked by:

JFM 04-25

Drawn By:

JFM 03-25

Designed by:

DMW 04-25

Checked by:

Bridge No. 754194

INDEX OF SHEETS (1 OF 2)

B-04

GENERAL

NO. TITLE NO. TITLE

BRIDGE SITE 1 (BRIDGE NO. 754194)

INDEX OF SHEETS

NO. TITLE

BRIDGE SITE 1 (BRIDGE NO. 754194) (CONT.)

B1-45

B1-44

B1-43

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST (3 OF 3)

REINFORCING BAR LIST (2 OF 3)

B-10

B-09

B-08

B-07

B-06

B-05

B-04

B-03

B-02

B-01

SURFACE FINISH DETAILS

SUMMARY OF STRUCTURES QUANTITIES (2 OF 2)

SUMMARY OF STRUCTURES QUANTITIES (1 OF 2)

GENERAL NOTES (2 OF 2)

GENERAL NOTES (1 OF 2)

INDEX OF SHEETS (2 OF 2)

INDEX OF SHEETS (1 OF 2)

SIGNATURE SHEET (2 OF 2)

SIGNATURE SHEET (1 OF 2)

KEY SHEET

REINFORCING BAR LIST (1 OF 3)

APPROACH SLAB (2 OF 2)

APPROACH SLAB (1 OF 2)

TABLE OF BEAM VARIABLES

SUPERSTRUCTURE DETAILS (6 OF 6)

SUPERSTRUCTURE DETAILS (5 OF 6)

SUPERSTRUCTURE DETAILS (4 OF 6)

SUPERSTRUCTURE DETAILS (3 OF 6)

SUPERSTRUCTURE DETAILS (2 OF 6)

SUPERSTRUCTURE DETAILS (1 OF 6)

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

SUPERSTRUCTURE PLAN (3 OF 3)

SUPERSTRUCTURE PLAN (2 OF 3)

SUPERSTRUCTURE PLAN (1 OF 3)

FINISH GRADE ELEVATIONS (7 OF 7)

FINISH GRADE ELEVATIONS (6 OF 7)

FINISH GRADE ELEVATIONS (5 OF 7)

FINISH GRADE ELEVATIONS (4 OF 7)

FINISH GRADE ELEVATIONS (3 OF 7)

FINISH GRADE ELEVATIONS (2 OF 7)

FINISH GRADE ELEVATIONS (1 OF 7)

INTERMEDIATE BENT DETAILS (2 OF 2)

INTERMEDIATE BENT DETAILS (1 OF 2)

INTERMEDIATE BENT 3

INTERMEDIATE BENT 2

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

REPORT OF BRIDGE BORINGS

REPORT OF BRIDGE BORINGS

REPORT OF BRIDGE BORINGS

REPORT OF BRIDGE BORINGS

CONSTRUCTION SEQUENCE (3 OF 3)

CONSTRUCTION SEQUENCE (2 OF 3)

CONSTRUCTION SEQUENCE (1 OF 3)

TYPICAL SECTION

PLAN AND ELEVATION

B1-42

B1-41

B1-40

B1-39

B1-38

B1-37

B1-36

B1-35

B1-34

B1-33

B1-32

B1-31

B1-30

B1-29

B1-28

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

B1-09

B1-08

B1-07

B1-06

B1-05

B1-04

B1-03

B1-02

B1-01

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

1/21/2026 14:25:30 J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B0 General\B0Index01.dgnUSER: juan

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Drawn By:

JFM 03-25

Designed by:

DMW 04-25

Checked by:

Bridge No. 754194

WALLS

NO. TITLE NO. TITLE

STANDARD PLANS FOR ROAD CONSTRUCTION

NO. TITLE

STANDARD PLANS FOR BRIDGE CONSTRUCTION

INDEX OF SHEETS (CONT.)

INDEX OF SHEETS (2 OF 2)

B-05

550-002

548-030

548-020

521-630

521-001

520-020

515-052

102-110 abbrev.

FENCE TYPE B

MSE RETAINING WALL SYSTEMS - TEMPORARY

MSE RETAINING WALL SYSTEMS - PERMANENT

PARAPET WITH C-I-P SIDEWALK - WALL COPING

CONCRETE BARRIER

TRAFFIC SEPARATORS

PEDESTRIAN/BICYCLE RAILING (STEEL)

TYPE K TEMPORARY CONCRETE BARRIER SYSTEM

ABBREVIATIONS LIST

REPORT OF WALL BORINGS

REPORT OF WALL BORINGS

REPORT OF WALL BORINGS

TEMPORARY CRITICAL MSE WALLS (3 OF 3)

TEMPORARY CRITICAL MSE WALLS (2 OF 3)

TEMPORARY CRITICAL MSE WALLS (1 OF 3)

CIP RETAINING WALL DETAILS

CIP CANTILEVER RETAINING WALL DATA TABLES

MSE WALL DETAILS

MSE & CAST IN PLACE WALLS (4 OF 4)

MSE & CAST IN PLACE WALLS (3 OF 4)

MSE & CAST IN PLACE WALLS (2 OF 4)

MSE & CAST IN PLACE WALLS (1 OF 4)

CIP CANTILEVER RETAINING WALL 3

STEEL SHEET PILE WEIR WALL

WEIR WALL DETAILS

WEIR WALL

RETAINING WALL GENERAL NOTES

WALL LAYOUT

BW-19

BW-18

BW-17

BW-16

BW-15

BW-14

BW-13

BW-12

BW-11

BW-10

BW-09

BW-08

BW-07

BW-06

BW-05

BW-04

BW-03

BW-02

BW-01

CONDUIT DETAILS - EMBEDDED

27" CONCRETE PARAPET WITH PEDESTRIAL/BICYCLE BULLET RAILING

TRAFFIC RAILING - (36" SINGLE-SLOPE)

BRIDGE PEDESTRIAN/BICYCLE RAILING (STEEL)

PEDESTRIAN/BICYCLE BULLET RAILING DETAILS

EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD

24' SQUARE PRESTRESSED CONCRETE PILE

SQUARE PRESTRESSED CONCRETE PILE SPLICES

NOTES

SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS &

TYPE II BEAMS

BEARING PLATES (TYPE 2) - PRESTRESSED FLORIDA-I AND AASHTO

PRESTRESSED I-BEAMS BUILD-UP & DEFLECTION DATA

FLORIDA-I 36 BEAM - STANDARD DETAILS

FLORIDA-I BEAM - TYPICAL DETAILS & NOTES

BAR BENDING DETAILS (STEEL)

FLORIDA-I & AASHTO TYPE II BEAMS

COMPOSITE ELASTOMERIC BEARING PADS - PRESTRESSED

APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES)

630-010

521-820

521-427

515-051

515-022

458-110

455-024

455-002

455-001

450-512

450-199

450-036

450-010

415-001

400-510

400-090

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

TLP ENGINEERING CONSULTANTS, INC.

SLIGHTLY

AGGRESSIVE

SLIGHTLY

AGGRESSIVE AGGRESSIVE

MODERATELY

SUPERSTRUCTURE

SUBSTRUCTURE

CONCRETE STEEL

N/A (ALL BRIDGES DESIGNATED LONG-SPAN)

STRUCTURAL CONCRETE

COMPACTED SOIL

FUTURE WEARING SURFACE ALLOWANCE

UTILITY LOAD ALLOWANCE

STAY-IN-PLACE FORMWORK ALLOWANCE

PEDESTRIAN DOUBLE BULLET RAILING (515-022)

FLORIDA-I 36 BEAM (INDEX 450-036)

150 PCF

115 PCF

N/A

20 PSF

430 PLF

225 PLF

840 PLF

27" PEDESTRIAN PARAPET (INDEX 521-820)

36" SINGLE-SLOPE BARRIER (INDEX 521-427)

ITEM UNIT WEIGHT

II

II (BRIDGE DECK)

IV

V

VI

f'c = 3.4 f'c = 4.5 f'c = 5.5 f'c = 6.5 f'c = 8.5

TRAFFIC BARRIERS

APPROACH SLABS, CIP BRIDGE DECK

CIP SUBSTRUCTURE

PILING

PRECAST PRESTRESSED CONC. BEAMS

CLASS MIN. 28-DAY COMPRESSIVE STRENGTH (KSI) LOCATION

"2

2"

4"

3"

LOCATION COVER

10 PLF

(pH = 7.6) (pH = 7.6) (pH = 7.6)

CIP SUPER SUPERSTRUCTURE TOP OF DECK

CIP SUPERSTRUCTURE (EXCEPT TOP OF DECK)

2"PRECAST PRESTRESSED BEAMS (EXCEPT TOP OF SURFACE)

TOP SURFACE OF BEAM TOP FLANGE "4

CIP SUBSTRUCTURE (CAST AGAINST EARTH)

CIP SUBSTRUCTURE (FORMED SURFACES)

2"

369 PLFTYPE E CURB TRAFFIC SEPARATOR (INDEX 520-020)

754194

BRIDGE NO.

CIP SUBSTRUCTURE (TOP OF BEAM PEDESTALS AND CHEEKWALLS)

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Checked by:

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Designed by:

DMW 04-25

GENERAL NOTES (1 OF 2)

B-06

GENERAL NOTES

0.000006 in/in/°F

TEMPERATURE (°F)STRUCTURAL

MATERIAL

COEFFICIENT OF

THERMAL EXPANSION

CONCRETE DECK

ON CONCRETE GIRDERS

MEAN HIGH LOW RANGE

70 35 70105

SURFACE FINISH DETAIL SHEET(S).

A CLASS 5 FINISH COATING SHALL BE APPLIED TO THE PORTIONS OF THE STRUCTURES SHOWN ON THE

CONCRETE SURFACE FINISHI.

4. TEMPERATURE EFFECTS:

BAR EXCEPT WHERE CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE.

TOLERANCES. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING STEEL ARE TO CENTERLINE OF

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

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

CONCRETE COVER: 3.

CONCRETE:2.

REINFORCING STEEL: GRADE 60 CARBON STEEL PER SPECIFICATIONS SECTION 931.1.

MATERIALSH.

UTILITIES: NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN THE DESIGN. 6.

5. SEISMIC LOADS: SEISMIC PROVISIONS FOR MINIMUM BRIDGE SUPPORT LENGTHS ONLY PER SDG 2.3

ORANGE COUNTY.

VOLUME 1, STRUCTURES DESIGN GUIDELINES (SDG), SECTION 2.4. THE DESIGN WIND SPEED IS 150 MPH FOR

4. WIND LOADS: THE WIND LOAD SHALL BE DETERMINED BY AASHTO LRFD 3.8 AND FDOT STRUCTURES MANUAL, CONSTRUCTION ACTIVE DESIGN WIND SPEED: 30 MPH

VELOCITY PRESSURE EXPOSURE COEFFICIENT (kz): 1.00 (CATEGORY C)

CONSTRUCTION INACTIVE DESIGN WIND SPEED: 90 MPH

AS A MOVING LOAD OVER A LENGTH OF 20 FEET.

LIVE LOAD AT OR NEAR THE OUTSIDE EDGE OF DECK DURING DECK CASTING: 75 PLF APPLIED

REMOVABLE DECK CANTILEVER TIMBER FORMS WITH OVERHANG BRACKETS: 15 PSF

IN LONGITUDINAL LENGTH CENTERED ON THE FINISHING MACHINE.

CONSTRUCTION LIVE LOAD: 20 PSF EXTENDED OVER THE ENTIRE BRIDGE WIDTH AND 50-FEET

FINISHING MACHINE WHEEL LOCATION BEYOND THE EDGE OF DECK OVERHANG: 6 INCHES

FINISHING MACHINE LOAD: 16.0 KIPS

CONSTRUCTION LOADS:3.

2. DEAD LOADS:

LIVE LOADS: HL-93 WITH DYNAMIC LOAD ALLOWANCE1.

DESIGN LOADINGSG.

STRUCTURAL ANALYSIS PROGRAM: LEAP CONSPANF.

PER SDG 2.10, THE REDUNDANCY AND OPERATIONAL IMPORTANCE FACTORS ARE 1.0.

2. REDUNDANCY FACTORS AND OPERATIONAL IMPORTANCE FACTOR:

STATES.

LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING STRENGTH, SERVICE, AND FATIGUE LIMIT 1.

DESIGN METHODOLOGYE.

ENVIRONMENTD.

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

ALL NEW CONSTRUCTION EVALUATIONS (PROPOSED PLANS) WILL UTILIZE THE VERTICAL DATUM OF THE NORTH

VERTICAL DATUMC.

CONSTRUCTION AS AMENDED BY CONTRACT DOCUMENTS.

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

CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs).

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

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONSB.

3. FDOT DESIGN MANUAL (FDM), JANUARY 2025, AND SUBSEQUENT ROADWAY DESIGN MEMORANDUM RDM 25-01

SPECIFICATIONS, 9TH EDITION

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LRFD BRIDGE DESIGN

1. FDOT STRUCTURES MANUAL, JANUARY 2025

DESIGN SPECIFICATIONSA.

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

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Drawn By:

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Designed by:

DMW 04-25

GENERAL NOTES (2 OF 2)

B-07

GENERAL NOTES (CONTINUED)

BEGINNING . CONSTRUCTION PHASING WILL HAVE TO ACCOUNT FOR THIS ACTIVITY.

ALONG THE SOUTH ROW THAT ARE SCHEDULED TO BE RELOCATED PRIOR TO THE BRIDGE CONSTRUCTION

THE BRIDGE IS LOCATED WITHIN A FLORIDA POWER EASEMENT. THERE ARE EXISTING TRANSMISSION LINES

THE ROADWAY PLANS AND THE NOTES ON THE CONSTRUCTION SEQUENCE DRAWINGS.

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

PHASING OF WORKQ.

UTILITIES ARE PROPERLY MAINTAINED WITHIN THE CONSTRUCTION LIMITS.

ANY EXISTING UTILITIES ARE NOT ENDANGERED OR DISTRIBUTED DURING CONSTRUCTION AND THAT ACTIVE

PLANS. THE CONTRACTOR TO NOTIFY ALL INVOLVED UTILITY COMPANIES PRIOR TO CONSTRUCTION. ENSURE THAT

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

SEE PLAN AND ELEVATION AND FOUNDATION LAYOUT SHEET(S). LOCATIONS OF UTILITIES SHOWN IN THE PLANS

SIDE PRIOR TO COMMENCEMENT OF ANY BRIDGE WORK. FOR PLAN LOCATIONS OF EXISTING/PROPOSED UTILITIES, LINES (DUKE ENERGY) ALONG THE SOUTH SIDE OF THE BRIDGE THAT ARE TO BE RELOCATED TO THE NORTH

THAT WILL HAVE TO BE RELOCATED OR AVOIDED WITH THE BRIDGE FOUNDATIONS. FURTHER, THERE ARE OHE

FUTURE USE. THERE ARE KNOWN BURIED WATER LINES, NON-POTABLE WATER LINES AND FIBER OPTIC LINES

CONDUITS WILL BE EMBEDDED INTO BOTH EXTERIOR TRAFFIC BARRIERS PER STANDARD PLANS 630-010 FOR

THERE ARE NO PLANNED UTILITIES TO BE CARRIED BY THE BRIDGE AT THIS TIME. HOWEVER, THREE 2" Ø

UTILITIESK.

3. ALL DIMENSIONS AND JOINT OPENINGS IN THE STRUCTURES ARE MEASURES AT A MEAN TEMPERATURE OF 70°F.

2. PROPOSED DECK THICKNESS AND REINFORCING COVERS ARE MEASURES PERPENDICULAR TO THE DECK.

VERTICALLY UNLESS OTHERWISE NOTED.

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

PLAN DIMENSIONSJ.

WITHW/

WELDED WIRE FRAMEWWF

UNLESS NOTED OTHERWISEUNO

TEMPORARY TRAFFIC CONTROL PLANSTTCP

SIDEWALKS/W

SHOULDERSH.

PROPOSEDPROP.

POINT OF INTERSECTIONP.I.

PROFILE GRADE POINTPGP

PROFILE GRADE LINEPGL

MINIMUM VERTICAL CLEARANCEMVC

MECHANICALLY STABILIZED EARTHMSE

MINIMUM HORIZONTAL CLEARANCEMHC

INTERMEDIATEINT.

FUTUREFUT.

FRONT FACE OF BACKWALLFFBW

ESTIMATEDEST.

EXPANDED POLYSTYRENEEPS

EXPANSION JOINTEJ

EACH FACEEF

EXPANSION BEARINGE

BEARINGBRG.

BACK FACE OF BACKWALLBFBW

ANNUAL AVERAGE DAILY TRAFFICAADT

ABBREVIATIONSR.

THE FINAL CONFIGURATION.

CONSTRUCT THE FINAL WESTBOUND LANE, EASTBOUND MOVEMENTS, MULTI USE TRAIL AND RAISED MEDIAN FOR

WESTBOUND LANES IN THE FINAL CONFIGURATION. THE PHASE 3 - STAGE 1 WIDTH WILL BE 64'-5", THAT WILL

LANE IN EACH DIRECTION DURING THE TRAFFIC SHIFT FROM EXISTING REAMS ROAD, AND ONE OF THE

NORTHERN MOST TRAVEL LANE. THE PHASE 2 - STAGE 1 WIDTH WILL BE 30'-9", THAT WILL ACCOMMODATE ONE

THE BRIDGE WILL BE BUILT IN TWO PHASES. PHASE 2 - STAGE 1 WILL CONSTRUCT THE SIDEWALK AND

TRAFFIC CONTROL PLANSP.

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 CONCRETEO.

CLEARLY SHOWN IN THE SHOP DRAWING SUBMITTAL

2. ALL EMBEDDED ITEMS AND ACCESSORIES REQUIRED FOR THE USE OF STAY-IN-PLACE FORMS ARE TO BE

STAY-IN-PLACE FORMS ARE NOT ALLOWED AT DECK CANTILEVERS.

UNIT WEIGHT OF THE METAL FORMS AND THE CONCRETE REQUIRED TO FILL THE FORM FLUTES.

1. DESIGN INCLUDES ALLOWANCE FOR 20 PSF OVER THE PROJECTED PLAN AREA OF THE METAL FORMS FOR THE

STAY-IN-PLACE DECK FORMSN.

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 DECKSM.

754194REAMS ROAD

NUMBERNAME

TRAFFIC RAILING STANDARD PLANS:

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

BRIDGE NAME AND NUMBERL.

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

3/13/2026 11:25:51 J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B0 General\B0SumOfQuantities01.dgnUSER: juan

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DMW 04-25

Bridge No. 754194

SUMMARY OF STRUCTURES QUANTITIES (1 OF 2)

B-08 TO TABORFIELD AVE.)

SUMMARY OF STRUCTURE QUANTITIES - BRIDGE 754194

SECTION

NO.

ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

PILING

455-17-124 24"

PRE-PLANNED PILE SPLICE, CONCRETE SQUARE,

EA 9.0 9.0

455-20-1 PILE INSPECTION, DRIVEN PILE EA 44 44 INCLUDED IN 400-1

455-34-5 PRESTRESSED CONCRETE PILING, 24" SQ END BENT 1 LF 835 3825

END BENT 4 686

INT. BENT 2 1192

INT. BENT 3 1112

455-137

ANALYSIS

LOAD TEST (DYNAMIC), DATA COLLECTION AND

EA 40 40 INCLUDED IN 400-1

455-137-2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 4 4 INCLUDED IN 400-1

455-143-5 TEST PILES-PRESTRESSED CONCRETE, 24" SQ END BENT 1 LF 99 443

END BENT 4 84

INT. BENT 2 134

INT. BENT 3 126

459-71 PILES, POLYETHYLENE SHEETING SY 369 369 INCLUDED IN 400-1

BRIDGE 400-1

BRIDGE STRUCTURE (BRIDGE NO. 754194) LS 1 1

*REINFORCING STEEL - BRIDGE SUPERSTRUCTURE BRIDGE DECK LB 142122 142122 INCLUDED IN 400-1

*REINFORCING STEEL - BRIDGE SUBSTRUCTURE END BENT 1 LB 12584 45330

INCLUDED IN 400-1

END BENT 4 12584

INT. BENT 2 10081

INT. BENT 3 10081

*PREST BEAMS: FLORIDA-I BEAM 36" SPAN 1 LF 1235 3705

INCLUDED IN 400-1SPAN 2 1235

SPAN 3 1235

ROD

CONSTRUCTION, F&I POURED JOINT WITH BACKER

*BRIDGE DECK EXPANSION JOINT, NEW

END BENT 1 LF 95 191 INCLUDED IN 400-1

END BENT 4 95 INCLUDED IN 400-1

APPROACH SLABS

400-2-10 CONCRETE CLASS II, APPROACH SLABS APP. SLAB 1 CY 112.3 224.6

INCLUDED IN 400-1

APP. SLAB 2 112.3

415-1-9 REINFORCING STEEL - APPROACH SLABS APP. SLAB 1 LB 20700 41400

INCLUDED IN 400-1

APP. SLAB 2 20700

MISCELLANEOUS

400-2-4 CONCRETE CLASS II, BRIDGE SUPERSTRUCTURE BRIDGE DECK CY 853.9 853.9 INCLUDED IN 400-1

400-4-5 CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE END BENT 1 CY 74.3 272.0

INCLUDED IN 400-1

END BENT 4 74.3

INT. BENT 2 61.7

INT. BENT 3 61.7

400-7-1 BRIDGE DECK GROOVING APP. SLAB 1 SY 290 3336

INCLUDED IN 400-1BRIDGE DECK 2756

APP. SLAB 2 290

400-9-1 BRIDGE DECK PLANING APP. SLAB 1 SY 290 3336

INCLUDED IN 400-1BRIDGE DECK 2756

APP. SLAB 2 290

400-147 COMPOSITE NEOPRENE PADS CF 37.0 37.0 INCLUDED IN 400-1

524-1-2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4 END BENT 1 SY 42 84

INCLUDED IN 400-1

END BENT 4 42

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

3/12/2026 16:51:22 J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B0 General\B0SumOfQuantities02.dgnUSER: juan

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Checked by:

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Drawn By:

JFM 04-25

Designed by:

JFM 03-25

Checked by:

DMW 04-25

SUMMARY OF STRUCTURES QUANTITIES (2 OF 2)

B-09

RETAINING WALL

RETAINING WALL

SUMMARY OF STRUCTURE QUANTITIES - BRIDGE 754194

SECTION

NO.

ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

BARRIERS

RAILING/

515-4-2 BULLET RAIL, DOUBLE RAIL APP. SLAB 1 LF 60 970

INCLUDED IN 400-1

BRIDGE DECK 570

APP. SLAB 2 60

MSE WALL 1A 160

MSE WALL 1C 120

520-5-22

WIDE

TRAFFIC SEPARATOR - CONCRETE, TYPE II, 6'

APP. SLAB 1 LF 30 345

INCLUDED IN 400-1

BRIDGE DECK 285

APP. SLAB 2 30

521-5-13

SINGLE-SLOPE

CONCRETE TRAFFIC RAILING- BRIDGE, 36"

APP. SLAB 1 LF 60 690

INCLUDED IN 400-1

BRIDGE DECK 570

APP. SLAB 2 60

521-6-11

HEIGHT

CONCRETE PARAPET, PEDESTRIAN/BICYCLE, 27"

APP. SLAB 1 LF 60 690

INCLUDED IN 400-1

BRIDGE DECK 570

APP. SLAB 2 60

521-6-31

MOUNTED W/SIDEWALK, 27" HEIGHT

CONCRETE PARAPET, RETAINING WALL SYSTEM

MSE WALL 1A LF 160 280

INCLUDED IN 400-1

MSE WALL 1C 120

630-2-16

CONCRETE BARRIERS AND TRAFFIC RAILINGS

CONDUIT, FURNISH AND INSTALL, EMBEDDED

LF 4284 4284 INCLUDED IN 400-1

635-3-13 JUNCTION BOX, FURNISH & INSTALL, EMBEDDED EA 28 28 INCLUDED IN 400-1

400-4-11 CONC CLASS IV, RETAINING WALLS

WALL 1

CIP CANTILEVER

CY 50.0 99.9

INCLUDED IN 400-1

WALL 2

CIP CANTILEVER

49.9

415-1-3 REINFORCING STEEL - RETAINING WALL

WALL 1

CIP CANTILEVER

LB 6173 12333

INCLUDED IN 400-1

WALL 2

CIP CANTILEVER

548-12

BARRIER

RETAINING WALL SYSTEM, PERMANENT, EXCLUDING

MSE WALL 1 SF 4730 5764

INCLUDED IN 400-1

MSE WALL 2 1034

548-13

BARRIER

RETAINING WALL SYSTEM, TEMPORARY, EXCLUDING

TEMP. MSE WALL 1 SF 1860 2398

INCLUDED IN 400-1

TEMP. MSE WALL 2 538

SUMMARY OF STRUCTURE QUANTITIES

SECTION

NO.

ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

400-4-11

REINFORCING STEEL)

CONC CLASS IV, RETAINING WALLS (INCLUDES

WALL 3

CIP CANTILEVER

CY 377.0 388.7

(COPING)

WEIR WALL

11.7

415-1-3 REINFORCING STEEL - RETAINING WALL

WALL 3

CIP CANTILEVER

LB 68433 69828

INCLUDED IN 400-4-11

(COPING)

WEIR WALL

455-133-3 SHEET PILING STEEL, F&I PERMANENT WEIR WALL SF 1451 1451

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

1/21/2026 14:25:32 J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B1\B1SurfaceFinishDet01.dgnUSER: juan

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JFM 03-25

Checked by:

DMW 04-25

Bridge No. 754194

SURFACE FINISH DETAIL ON BRIDGE

SURFACE FINISH DETAIL ON MSE WALL

SURFACE FINISH DETAILS

B-10

CLASS 5 APPLIED FINISH COATING

LEGEND:

SURFACE FINISH NOTES:

SURFACE FINISH DETAILS

2. COATING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS SECTION 400-15.2

FINISH DETAILS.

CLASS 5 APPLIED FINISH COATING, SHADE NO. 36622 (GRAY) AS SHOWN IN THE SURFACE

1. ALL EXPOSED CONCRETE SURFACES OF THE BRIDGE AND MSE WALLS SHALL RECEIVE A

INV. ELEV. = 97.04'

MES

B

OTTOM

O

F D

IT

CH

B

OTTOM

O F

D

IT

CH

B

OTTOM

O F

D

IT

CH

2" R

CP

2" R

CP

W

ATE

R S E

D

GE

2" R

CP

2" R

CP

W

ATE

R S E

D

GE

B

OTTOM

O F

S

LOP

UR

FACE

O F

W

ATE

R

7/ /2

UR

FACE

O F

W

ATE

R

7/ /2

W

K -6

-6

C

ON

C.

S

TR

AI

GH

T

E N

D W

ALL

C

OR

N E R C

OV

E R E

D B

Y

AS

P H

ALT

C

OR

N E R C

OV

E R E

D B

Y

AS

P H

ALT

B

OR

IN

G

C

OR

N E R C

OV

E R E

D B

Y

AS

P H

ALT

W

OOD

S L

IN

E

C

ON

C.

S

TR

AI

GH

T

E N

D W

ALL

B

OR

IN

G

B R

OK

E

N C

OR

N

-7 N

FLAG

-7 N

-8

-8

C

OR

N E R C

OV

E R E

D B

Y

AS

P H

ALT

C

OR

N E R C

OV

E R E

D B

Y

AS

P

ALT

-8 N

-8 N

-9

-1

-3

-3

-7

-7

-5

-5

-1

T

OP

O

F S

LOP

E

S E T

N

LD

TR

AV

L

B

8"

T

OP

O

F S

-2

-2

B

OR

IN

G

H

IG

H W

ATE

R M

AR

K

H

IG

H W

ATE

R M

AR

K

GR

OUT

P

IN

H

IG

H W

ATE

R M

AR

K

H

IG

H W

ATE

R M

AR

K

GR

OUT

P

IN

GR

OUT

P

IN

C

5/ 8" I

R C "D

R M P T

R

AV

L

B

8"

A.

K .A

8)

GR

OUT

P

IN

GR

OUT

P

IN

GR

OUT

P

IN

GR

OUT

P

IN

T

OP

O

F S

T

5/ 8" I

R C "T

R

AV

D

R M P L

B

8"

-4

-4

-1

GR

OUT

P

IN

S E T

N

LD

D R

M P T

R

AV

L

B

8"

S E T

N

LD

D R

M P T

R

AV

L

B

8"

TH351

EOI

TH352

TH347

TH303

(REAMS ROAD)

VERTICAL CURVE DATA

(407) 836-7908

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

TLP ENGINEERING CONSULTANTS, INC.

N

419 420 421418417

S

W

P E

D E

S T

R I A

N

(INDEX 450-036) (TYP.)

FLORIDA-I 36 BEAM

FFBW END BENT 1 FFBW END BENT 4

BENT 2

¡ INTERMEDIATE

BENT 3

¡ INTERMEDIATE

STA. 417+50.00

FFBW END BENT 1

BEGIN BRIDGE

STA. 417+20.00

BEGIN APP. SLAB 1

STA. 420+35.00

FFBW END BENT 4

END BRIDGE

STA. 420+65.00

END APP. SLAB 2

STA. 419+40.00

¡ INTERMEDIATE BENT 3

STA. 418+45.00

¡ INTERMEDIATE BENT 2

T R

A F

F I C

R A I S

E D

T R

A F

F I C

S H

S H

(O

U T T

O

O U

T

S H

L A

N E

L A

N E

T R

A I L

T U

R N

L A

N E

L A

N E

S H

P E

D E

S T

R I A

N

T U

R N

30' WEIR

2~3' x 5' WEIR SLOTS

GROUND

EXISTING

MSE WALL 2MSE WALL 1

STA. 420+65.00

BEGIN MSE WALL 2

STA. 420+65.00

END MSE WALL 2

CROSSING

PROPOSED WILDLIFE

WEIR

PROPOSED DRAINAGE

(INDEX 455-024) (TYP.)

CONCRETE PILE

24" SQ. PRESTRESSED

(TYP.)

30'-0"

(INDEX 400-090) (TYP.)

APPROACH SLAB

¡ CONST. REAMS ROAD

EXIST. R/W LINE

CROSSING

PROPOSED WILDLIFE

MSE WALL 2

MSE WALL 1

TEMP. MSE WALL 2

TEMP. MSE WALL 1

(T

Y P

(T

Y P

APP. SLAB 2

30'-0"�95'-0"� SPAN 395'-0"� SPAN 295'-0"� SPAN 1

APP. SLAB 1

30'-0"�

DECK CONST. PHASE LIMIT

RAILING (INDEX 515-022)

(INDEX 521-820) AND BULLET

27" CONCRETE PARAPET

(INDEX 521-427)

TRAFFIC RAILING

(INDEX 521-427)

TRAFFIC RAILING

(TO BE REMOVED)

OE LINE

(TO BE REMOVED)

SANITARY LINE

RAILING (INDEX 515-022)

(INDEX 521-820) AND BULLET

27" CONCRETE PARAPET

285'-0"� OVERALL BRIDGE LENGTH (CONTINUOUS DECK WITH SIMPLE SPAN BEAMS)

EXIST. WETLAND WF-1

EXIST. WETLAND WE-1

PROPOSED WILDLIFE CROSSING

(INDEX 550-002)

PROPOSED FENCE

(INDEX 550-002)

PROPOSED FENCE

PROPOSED WILDLIFE CROSSING

MANHOLE S-342

EJ

EJ

5'-3" (MVC)

10'-0"

L A

N E

T U

R N

L A

N E

(INDEX 521-820)

PARAPET

27" CONCRETE

BELOW BRIDGE

PROPOSED GRADING

(INDEX 515-022)

BULLET RAILING

(P H

A S

E

(P H

A S

E

(INDEX 521-630)

SIDEWALK

PARAPET W/ C-I-P

(INDEX 521-630)

SIDEWALK

PARAPET W/ C-I-P

(INDEX 521-630)

SIDEWALK

PARAPET W/ C-I-P

(TYP.)

90°00'00"

(TO BE REMOVED)

WATER MAIN LINE

(TO BE REOMVED)

BURIED FOC LINE

(TO BE REMOVED)

BURIED FOC LINE

(TO BE REMOVED)

NPW LINE

(TO BE REMOVED)

WATER MAIN

(TO BE REMOVED)

EXIST. FENCE

10'-0"

REMOVED)

(TO BE

BT LINE

STA. 418+20.00

S

H L

D R

(TO BE REMOVED)

BURIED FOC LINE

(INDEX 521-001)

CONCRETE BARRIER

(TO BE REMOVED)

BURIED FOC LINE

P .C

S T

A

.0

P .T

S T

A

.0

P .I

S T

A

.0

400'

TRAFFIC DATA (REAMS ROAD)

CURRENT YR. EST. = 2020 AADT = 16820

OPENING YR. EST. = 2025 AADT = 22970

DESIGN YR. EST. = 2045 AADT = 36990

K = 9% D = 65.55% T = 2.91% (24 HOUR)

DESIGN HOUR T = 1.46%

TARGET SPEED = 35 MPH

DESIGN SPEED = 35 MPH

POSTED SPEED = 35 MPH

3.4

1% (-) 3.90%

B E

G I N

B

R I D

G E

E N

D

B

R I D

G E

S T

A

.0

S T

A

.0

LEGEND:

E L

.4

E L

.2

E L

.4

DIRECTION OF TRAFFIC (EXISTING)

DIRECTION OF TRAFFIC (PROPOSED)

APPROXIMATE LOCATION OF SOIL BORING

APPROXIMATE LOCATION OF MVC

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PROJECT NAME:

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F .A .C

Checked by:

DDL 05-25

Drawn By:

JFM 04-25

Designed by:

JFM 03-25

Checked by:

DMW 04-25

Bridge No. 754194

PLAN

ELEVATION

DIRECTION OF STATIONING

R A I L I N

G R

A I L I N

G R

A I L I N

G

120 120

L A

N E

L A

N E

R A I L I N

G

M E

D I A

N

1:

PLAN AND ELEVATION

B1-01

S 54° 40' 23" E

NOTES:

�MEASURED ALONG ¡ CONST. REAMS ROAD

E E E E E E

L A

N E

1:2 1:2

BRIDGE NO. 754194

EB-1A

EB-1B

IB-2B

IB-2A

IB-3A

IB-3B

EB-4A

EB-4B

PHASE 2 ON THE BRIDGE = PHASE 3 - STAGE 1 OF THE TTCP.

6. PHASE 1 ON THE BRIDGE = PHASE 2 - STAGE 1 OF THE TTCP.

5. ELEVATION VIEW TAKEN ALONG ¡ CONST. REAMS ROAD.

4. FOR ADDITIONAL WALL INFORMATION, SEE WALL CONTROL DRAWINGS "BW" SHEETS.

3. FOR DETAILS REGARDING DRAINAGE, SEE ROADWAY PLANS.

ADJUSTMENT SHEETS IN ROADWAY PLANS.

2. FOR DETAILS REGARDING UTILITIES, INCLUDING DISPOSITIONS, SEE UTILITY

1. FOR DETAILS REGARDING SOIL BORINGS, SEE REPORT OF CORE BORINGS SHEETS.

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

TLP ENGINEERING CONSULTANTS, INC.

30'-9" (PHASE 2 - STAGE 1) 64'-5" (PHASE 3 - STAGE 1)

MEDIAN

6'-0"

19'-10"

SHLDR.

1'-6"

SHLDR.

1'-6"

VARIES 0" TO 10'-6" VARIES 0" TO 10'-6"

"2

2'-6" SHLDR.

LANE

11'-0"

LANE

11'-0"

LANE

11'-0"

LANE

11'-0"

2'-6" SHLDR.

S/W

"2 18'-2 "2

95'-2" (OUT-TO-OUT)

CLEAR WIDTH

14'-0"

MULTI-USE TRAIL

"2 114'-2

3" (TYP.)

CONTINUOUS (TYP.)

½" V-GROOVE

CLEAR WIDTH

8'-0"

44'-7"50'-7"

1'-4" TRAFFIC RAILING

(INDEX 450-036) (TYP.)

¡ FLORIDA-I 36 BEAM

¡ CONST. REAMS ROAD

DECK PHASE LIMIT

"4

1" TO 3'-104

1VARIES 13'-10 "4

320'-11

PROPOSED R/W LINEPROPOSED R/W LINE

1'-4" TRAFFIC RAILING

521-820) (TYP.)

RAILING (INDEX

BICYCLE BULLET

PEDESTRIAN/

PARAPET WITH

27" CONCRETE

2'-10" " = 27'-2"2

15~FLORIDA-I 36 BEAMS SPA. @ 6'-9 "2

154'-6" = 2

18~FLORIDA-I 36 BEAMS SPA. @ 7'-9 2'-10"

CONST. JOINT

"2 17'-9

9'-9" 9'-9"

" DECK2

(INDEX 630-010) (TYP.)

3~2" � CONDUITS

(TYP.)

(INDEX 515-022)

BULLET RAILING

(INDEX 520-020)

MEDIAN W/ TYPE E CURB

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F .A .C

Checked by:

DDL 05-25

Drawn By:

JFM 04-25

Designed by:

JFM 03-25

Checked by:

DMW 04-25

Bridge No. 754194

LEGEND

FROM PREVIOUS PHASE

INDICATES EXISTING CONSTRUCTION

INDICATES TO BE REMOVED

EXISTING LANE

PROPOSED LANE

TYPICAL SECTION

SLOPE: 0.02 FT/FTSLOPE: 0.02 FT/FT

TYPICAL SECTION

B1-02

NOTES:

(LOOKING UPSTATION)

RAILING (INDEX 521-427) (TYP.)

36" SINGLE SLOPE TRAFFIC

FITTINGS AT EXPANSION JOINTS.

2. PROVIDE 3~2" � CONDUITS IN ACCORDANCE WITH INDEX 630-010 WITH EJB "B" AND EXPANSION

1. ALL DIMENSIONS MEASURED PERPEDICULAR TO ¡ CONST. REAMS ROAD UNLESS NOTED OTHERWISE.

SLOPE BREAK POINT/PGP

SEPARATOR

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

TLP ENGINEERING CONSULTANTS, INC.

30'-9"

30'-9"

" DECK2

EXIST. GROUND LINE

EXIST. GROUND LINE

¡ CONST. REAMS ROAD

¡ CONST. REAMS ROAD

INT. BENT CAP

50'-7"

50'-7"

INT. BENT CAP

� PILE (TYP.)

� PILE (TYP.)

LANE

10'-0"

LANE

10'-0"

(INDEX 450-036) (TYP.)

FLORIDA-I 36 BEAM

(INDEX 450-036) (TYP.)

FLORIDA-I 36 BEAM

2'-0" SHLDR.2'-0" SHLDR." BARRIER2

11'-10

"2 12'-1

" DECK2

(INDEX 455-024) (TYP.)

24" SQUARE CONC. PILE

(INDEX 455-024) (TYP.)

24" SQUARE CONC. PILE

"2

"2

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

LANE

10'-0"

LANE

10'-0"

TEMPORARY WIDENING

2'-0"2'-3"

1'-0"

" BARRIER2

11'-10

" BARRIER2

11'-10

(ANCHORED) (TYP.)

(INDEX 102-110)

CONCRETE BARRIER

TYPE K TEMPORARY(INDEX 521-820)

PEDESTRIAN/BICYCLE RAILING

27" CONCRETE PARAPET WITH

(INDEX 521-820)

PEDESTRIAN/BICYCLE RAILING

27" CONCRETE PARAPET WITH

" BARRIER2

11'-10

"2 12'-1

18'-7"

BEGIN AND END OF BRIDGE

FACE OF TEMP MSE WALL AT

BEGIN AND END OF BRIDGE

FACE OF TEMP MSE WALL AT

18'-7"

(ANCHORED) (TYP.)

(INDEX 102-110)

CONCRETE BARRIER

TYPE K TEMPORARY

LEGEND

FROM PREVIOUS PHASE

INDICATES EXISTING CONSTRUCTION

INDICATES TO BE REMOVED

EXISTING LANE

PROPOSED LANE

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Date By Description

SHEET TITLE:

PROJECT NAME:

T I C

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F I C I A

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F I L E

S I G

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D E

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G .0

F .A .C

Checked by:

DDL 05-25

Drawn By:

JFM 04-25

Designed by:

JFM 03-25

Checked by:

DMW 04-25

Bridge No. 754194

PHASE 2 STAGE 2 (TRAFFIC SHIFT)

PHASE 2 STAGE 1 (CONSTRUCTION)

PHASE 2 STAGE 1 NOTES:

PHASE 2 STAGE 2 NOTES:

2. REMOVE EXISTING ROADWAY.

1. SHIFT TRAFFIC ONTO BRIDGE.

COMPLETED OVER THE EXISTING ROADWAY.

TRAFFIC ONTO THE BRIDGE SO THAT WORK MAY BE

THE INTENT OF THIS PHASE/STAGE IS TO SHIFT

EXISTING ROADWAY

CONSTRUCTION SEQUENCE (1 OF 3)

B1-03

(SPAN 3 SHOWN, OTHER SPANS SIMILAR)

(LOOKING UPSTATION)

(SPAN 3 SHOWN, OTHER SPANS SIMILAR)

(LOOKING UPSTATION)

NOTES:

ROAD, UNLESS NOTED OTHERWISE.

PERPENDICULAR TO ¡ CONST. REAMS

2. DIMENSIONS MEASURED

PLANS FOR ADDITIONAL INFORMATION.

PLANS AND UTILITY ADJUSTMENT

1. SEE TEMPORARY TRAFFIC CONTROL

SLOPE: 0.02 FT/FT

SLOPE: 0.02 FT/FT

BRIDGE.

2. CONSTRUCT PHASE 2 - STAGE 1 SECTION OF THE

ROADWAY TEMPORARY TRAFFIC CONTROL PLANS)

1. MAINTAIN TRAFFIC SHIFT FROM PHASE 1. (SEE

THE EXISTING ROADWAY.

CONSTRUCT THE BRIDGE BEYOND THE LIMITS OF

THE INTENT OF THIS PHASE/STAGE IS TO PARTIALLY

EXISTING ROADWAY (TO REMAIN)

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

" BARRIER2

11'-102'-0" SHLDR.

"2 110 54'-1"

26'-0"

"2 18'-7

30'-9" (PHASE 2 - STAGE 1 CONSTRUCTION) 64'-5" (PHASE 3 - STAGE 1 CONSTRUCTION)

CLEAR WIDTH

14'-0"

1'-6" SHLDR. 2'-6" SHLDR.

(INDEX 450-036) (TYP.)

FLORIDA-I 36 BEAM

MEDIAN

6'-0"

95'-2" (OUT-TO-OUT)

(INDEX 450-036) (TYP.)

FLORIDA-I 36 BEAM

(INDEX 455-024) (TYP.)

24" SQUARE CONC. PILE

(INDEX 455-024) (TYP.)

24" SQUARE CONC. PILE

� PILE (TYP.)

1'-4"1'-4"

"2 19 "2

114'-2 "2 18'-2 "2

LANE

10'-0"

LANE

10'-0"

CLEAR WIDTH

8'-0"

LANE

11'-0"

LANE

11'-0"

(INDEX 630-010) (TYP.)

3-2" CONDUITS

10'-4"

¡ CONST. REAMS ROAD

INT. BENT CAP (TYP.)

INT. BENT CAP (TYP.)

(INDEX 630-010) (TYP.)

3-2" CONDUITS

(INDEX 521-820) (TYP.)

BICYCLE RAILING

WITH PEDESTRIAN/

27" CONCRETE PARAPET

¡ CONST. REAMS ROAD

(INDEX 521-820)

BICYCLE RAILING

WITH PEDESTRIAN/

27" CONCRETE PARAPET

2'-0" SHLDR.

" BARRIER2

11'-10

"2 12'-1

(INDEX 520-020)

MEDIAN W/ TYPE E CURB

" BARRIER2

11'-10

63'-2" (PHASE 3 - STAGE 1 CONSTRUCTION)32'-0" (PHASE 2 - STAGE 1 CONSTRUCTION)

CONSTRUCTION JT.

CONSTRUCTION JT.

CONSTRUCTION JT.

CONSTRUCTION JT.

18'-7"

" DECK2

¡ PILE (TYP.)

SLOPE BREAK POINT/PGP

" DECK2

RAILING (INDEX 521-427)

36" SINGLE SLOPE TRAFFIC

RAILING (INDEX 521-427) (TYP.)

36" SINGLE SLOPE TRAFFIC

SLOPE BREAK POINT/PGP

BEGIN AND END OF BRIDGE

FACE OF TEMP MSE WALL AT

BEGIN AND END OF BRIDGE

FACE OF TEMP MSE WALL AT

(ANCHORED) (TYP.)

BARRIER (INDEX 102-110)

TYPE K TEMPORARY CONCRETE

(ANCHORED) (TYP.)

BARRIER (INDEX 102-110)

TYPE K TEMPORARY CONCRETE

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Checked by:

DDL 05-25

Drawn By:

JFM 04-25

Designed by:

JFM 03-25

Checked by:

DMW 04-25

Bridge No. 754194

PHASE 3 STAGE 1 (CONSTRUCTION)

PHASE 3 STAGE 2 (TRAFFIC SHIFT TO FINAL)

SLOPE: 0.02 FT/FTSLOPE: 0.02 FT/FT

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

PHASE 3 STAGE 1 NOTES: PHASE 3 STAGE 2 NOTES:

CONSTRUCTION SEQUENCE (2 OF 3)

B1-04

(SPAN 3 SHOWN, OTHER SPANS SIMILAR)

(LOOKING UPSTATION)

NOTES:

REAMS ROAD, UNLESS NOTED OTHERWISE.

2. DIMENSIONS MEASURED PERPENDICULAR TO ¡ CONST.

ADJUSTMENT PLANS FOR ADDITIONAL INFORMATION.

1. SEE TEMPORARY TRAFFIC CONTROL PLANS AND UTILITY

(SPAN 3 SHOWN, OTHER SPANS SIMILAR)

(LOOKING UPSTATION)

2. CONSTRUCT LEFT SIDE BARRIERS AND MEDIAN.

1. SHIFT TRAFFIC TO RIGHT SIDE OF BRIDGE.

AND MEDIANS.

TRAFFIC TO COMPLETE CONSTRUCTION OF THE BARRIERS

THE INTENT OF THIS PHASE/STAGE IS TO SHIFT

LEGEND

PHASE

FROM PREVIOUS

CONSTRUCTION

EXISTING

INDICATES

PROPOSED LANE

BRIDGE.

2. CONSTRUCT PHASE 3 - STAGE 1 SECTION OF THE

1. MAINTAIN TRAFFIC SHIFT FROM PHASE 2, STAGE 2.

ROADWAY.

CONSTRUCTION OF THE BRIDGE OVER THE EXISTING

THE INTENT OF THIS PHASE/STAGE IS TO COMPLETE

SEPARATOR

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

450 S. ORANGE AVE., SUITE 600

ORLANDO, FLORIDA 32801

JUAN F. MORALES, P.E.

P.E. LICENSE NUMBER 86587

TLP ENGINEERING CONSULTANTS, INC.

TURN LANE

10'-6"

LANE

11'-0"

LANE

11'-0"

CLEAR WIDTH

14'-0"

2'-6" SHLDR. 1'-6" SHLDR. 1'-6" SHLDR. 2'-6" SHLDR.

(INDEX 450-036) (TYP.)

FLORIDA-I 36 BEAM

MEDIAN

6'-0"

(INDEX 455-024) (TYP.)

24" SQUARE CONC. PILE

� PILE (TYP.)

1'-4"1'-4"

"2 19 "2

114'-2 "2 18'-2 "2

CLEAR WIDTH

8'-0"

LANE

11'-0"

LANE

11'-0"

(INDEX 630-010) (TYP.)

3-2" CONDUITS

¡ CONST. REAMS ROAD

INT. BENT CAP (TYP.)

(INDEX 521-820) (TYP.)

BICYCLE RAILING

WITH PEDESTRIAN/

27" CONCRETE PARAPET

(INDEX 520-020)

MEDIAN W/ TYPE E CURB

9'-9"9'-9"

CONSTRUCTION JT.

CONSTRUCTION JT.

BEGIN AND END OF BRIDGE

FACE OF TEMP MSE WALL AT

" DECK2

SLOPE BREAK POINT/PGP

RAILING (INDEX 521-427) (TYP.)

36" SINGLE SLOPE TRAFFIC

SEPARATOR

LEGEND

FROM PREVIOUS PHASE

INDICATES EXISTING CONSTRUCTION

INDICATES TO BE REMOVED

EXISTING LANE

PROPOSED LANE

1/21/2026 14:25:40 J:\PROJECTS\T201903 - DRMP Reams Road Final Design\_REAMS_ROAD\struct\B1\B1ConstSeq03.dgnUSER: juan

Date By Description

SHEET TITLE:

PROJECT NAME:

T I C

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F I C I A

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Checked by:

DDL 05-25

Drawn By:

JFM 04-25

Designed by:

JFM 03-25

Checked by:

DMW 04-25

Bridge No. 754194

PHASE 3 STAGE 3 (TRAFFIC SHIFT TO FINAL)

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

PHASE 3 STAGE 3 NOTES:

(SPAN 3 SHOWN, OTHER SPANS SIMILAR)

(LOOKING UPSTATION)

NOTES:

REAMS ROAD, UNLESS NOTED OTHERWISE.

2. DIMENSIONS MEASURED PERPENDICULAR TO ¡ CONST.

ADJUSTMENT PLANS FOR ADDITIONAL INFORMATION.

1. SEE TEMPORARY TRAFFIC CONTROL PLANS AND UTILITY

3. CONSTRUCT WEIR AFTER BRIDGE IS COMPLETED

2. SHIFT TRAFFIC TO FINAL CONFIGURATION.

1. COMPLETE FINAL STRIPING IN EASTBOUND DIRECTION.

TRAFFIC TO THE FINAL CONFIGURATION.

THE INTENT OF THIS PHASE/STAGE IS TO SHIFT

B1-05

CONSTRUCTION SEQUENCE (3 OF 3)

PROJECT NAME: SHEET NO.

Modified by:

Checked by:

Approved by:

NAMES

GNN

GNN

DATES

DESCRIPTIONDATE BY DESCRIPTION DATE

REVISIONS

BY

SHEET TITLE:

MB

NADIC Project No. PR.GEO-RD19013

REPORT OF BRIDGE BORINGSORANGE COUNTY,

FLORIDA

ROAD NAME

C :\U se rs

\m br id ge s\ N ad ic

E ng in ee rin g

Se rv ic es

, I nc

\E ng in ee rin g

- G eo te ch ni ca l\O rla nd o\

R oa dw ay

(R D

)\2

9\

PR

.G

EO

-R D

- R ea m s R oa d\ W or ki ng F ol de r\B rid ge \A ut oC

A D

PROJECT NO.

Y19-804-CH

COUNTY

ORANGE

N A

D

IC

S H

EE

T

N O

. 1

TH

E O

FF

IC

IA

L

RE

C

O

RD

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N

ED

A N

D S

EA

LE

D U

N D

ER

R

U

LE

1G

-2

3.

4, F

.A .C

REAMS ROAD

FINAL DESIGN OF REAMS RD (FROM SOUTH OF

SUMMERLAKE PARK BLVD TO TABORFIELD AVE)

07-09-2025 ENGINEER OF RECORD:

NADIC ENGINEERING SERVICES, INC.

601 N. HART BOULEVARD

ORLANDO FL, 32818

GODWIN N. NNADI, P.E. NO. 50637

Drawn by:

07-09-2025

QUADRANGLE: WINDERMERE, FL

SECTION: 35

TOWNSHIP: 23 SOUTH

RANGE: 27 EAST

Photo Issue 2024

NOT TO SCALE

Boring No.:

Approximate Station:

Approximate Offset:

Approximate Elevation:

Date Drilled:

-5

-10

-15

-20

-25

-30

-35

-40

-45

EL

EV

A

TI

O N

IN

F

EE

T

(N A

V D

-50

-55

-60

-65

-70

-75

-80

EB-1B

417+49

2' LT

98.5'

06/06/2025

EL

EV

A

TI

O N

IN

F

EE

T

(N A

V D

End Bent 1

EB-1A

417+50

21' LT

98.9'

02/04/2025

N

Boring Terminated @ Elevation -41.1'

ASTM Standard Automatic Hammer

50/2"

50/3"

50/2"

50/3"

50/3"

3.5" Asphalt and 6" Base Dark brown fine SAND with silt, organics and roots, (SP-SM)

Brown fine SAND with silt, (SP-SM)

Gray silty SAND, (SM)

Gray to brown clayey SAND, (SC)

135'

Light brown silty LIMESTONE, (LS)

- with phosphate fragments and cemented sands

Light brown silty SAND with limestone, shell and phosphate fragments, (SM)

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

W = 37 -200 = 20

LL = NP

PI = NP

W = 17 -200 = 18

W = 24 -200 = 23

W = 26 -200 = 10

OC = 3

W = 27 -200 = 34

LL = 33

PI = 7

02/04/2025

N

50/5"

50/6"

50/6"

50/4"

50/3"

50/3"

50/3"

Boring Terminated @ Elevation -51.5'

ASTM Standard Automatic Hammer

70'

06/06/2025

H an d A ug er

100%

4" Asphalt

W = 63 Cc = 2.06 -200 = 17 Cr = 0.17

OC = 14 E0 = 3.47

ɣd = 50.5 Pc = 1213

Gs = 2.0

NOTES

1. Standard Penetration Test borings were performed in accordance with ASTM D-1586. Standard Penetration Resistance are shown on the borings at the test depths in blows per foot unless otherwise noticed Subsurface conditions shown on the boring do not represent conditions between boring locations.

Actual conditions between the borings may vary from those shown.

2.

Unified Soil Classifications shown on the boring are based on visual examination and limited laboratory testing

3.

N Standard penetration resistance in blows per foot (18" spoon ASTM D-1586)

Standard Penetration Test Data

Spoon Inside Diameter 1.5 in.

Spoon Outside Diameter 2 in.

ASTM Standard Automatic Hammer Average Hammer Drop 30 in.

Hammer Weight 140 lbs.

Approximate SPT boring location Estimated seasonal high groundwater level

Groundwater level encountered on date shown 02/04/2025

(SP) Unified soil classification group symbol W = Natural Moisture Content (%) (FM 1-T265) -200 =

OC =

LL=

PI =

ɣd = Cc = Cr = E0 = Pc = Gs =

Percent Passing No.200 US Standard Sieve (%)(FM 1-T088) Organic Content (%) (FM 1-T267) Liquid Limit (%) (FM 1-T089) Plasticity Index (%) (FM 1-T090) Dry Density (pcf) (ASTM D7263) Compression Index (FM T-216) Recompression Index (FM T-216) Initial Void Ratio (FM T-216) Preconsolidation Pressure (pcf) (FM T-216) Specific Gravity (FM T-100)

GRANULAR MATERIALS

RELATIVE

DENSITY

SPT

(BLOWS/FT.)

Very loose Loose Medium Dense Dense Very Dense

Less than 4 4-10 10-30 30-50 Greater than 50

Very soft Soft Firm Stiff Very Stiff Hard

CONSISTENCY

SPT

(BLOWS/FT.)

Less than 2 2-4 4-8 8-15 15-30 Greater than 30

SILTS AND CLAYS

SPT

(BLOWS/FT.)

Less than 3 3-8 8-24 24-40 Greater than 40

SPT

(BLOWS/FT.)

Less than 1 1-3 3-6 6-12 12-24 Greater than 24

Drop Safety Hammer Automatic Hammer

Drop Safety Hammer Automatic Hammer

SAND

LEGEND

Non-plasticNP

LIMESTONECLAYEY

SAND

SILTY

SAND

PEAT

Undisturbed Sample (Shelby Tube) Percent Loss of Circulation of Drilling Fluid Depth to which NW casing was driven in feet

135'

ENVIRONMENTAL CLASSIFICATION

SUBSTRUCTURE

STEEL:

CONCRETE:

Moderately Aggressive Slightly Aggressive

EB-1A

Brown to gray fine SAND with clay, trace limerock fragments, (SP-SC) Dark gray organic silty SAND with roots, (PT) Dark brown to light brown silty SAND, (SM)

Brown to gray clayey SAND, (SC)

Light gray silty SAND, (SM)

Brown to gray clayey SAND, (SC)

- with limestone fragments

Light brown silty SAND with limestone fragments, (SM)

*No Recovery

* No Recovery

Light brown silty LIMESTONE, (LS)

*No Recovery

Light brown silty LIMESTONE, (LS)

Light brown silty SAND, trace limestone fragments, (SM)

*No Recovery

Light brown silty SAND, trace limestone fragments, (SM)

No sample recovery

W = 35 -200 = 58

LL = 45

PI = 27

Light gray sandy CLAY, trace limestone fragments, (CL)

Light brown clayey SAND with limestone fragments, (SC)

W = 28 -200 = 23

GNN

MB

Gray clayey SAND, (SC)

Gray silty SAND, (SM)

Light gray sandy CLAY, (CL)

Brown to gray sandy CLAY, (CH)

Light gray sandy CLAY, trace limestone fragments, (CL)

EB-1B

EB-1A

IB-2B

IB-2A

IB-3B

IB-3A

EB-4A

EB-4B

Reams Road Bridge

Patrimonio Loop

Greenbank Blvd

12-19-2025 12-19-2025

B1-06

AutoCAD SHX Text

NADIC

AutoCAD SHX Text

ENGINEERING

WH

3.8" Asphalt and 3.8" Base Gray fine SAND with silt, (SP-SM)

Dark brown PEAT, (PT)

Dark brown fine SAND with silt and organics, (SP-SM)

Light brown sandy CLAY, (CH)

Light brown silty SAND, (SM)

Brown to gray clayey SAND, (SC)

- with limestone fragments

Light brown silty LIMESTONE, (LS)

145'

W = 25 -200 = 11

OC = 4

W = 282 Cc = 4.10 -200 = 80 Cr = 0.18

OC = 68 E0 = 4.18

ɣd = 17.9 Pc = 0.6

Gs = 1.5

W = 42 -200 = 21

LL = NP

PI = NP

-200 = 12

100%

04/09/2025

PROJECT NAME: SHEET NO.

Checked by:

Modified by:

Checked by:

Approved by:

NAMES

GNN

GNN

DATES

DESCRIPTIONDATE BY DESCRIPTION DATE

REVISIONS

BY

SHEET TITLE:

MB

NADIC Project No. PR.GEO-RD19013

REPORT OF BRIDGE BORINGSORANGE COUNTY,

FLORIDA

ROAD NAME

C :\U se rs

\m br id ge s\ N ad ic

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\E ng in ee rin g

- G eo te ch ni ca l\O rla nd o\

R oa dw ay

(R D

)\2

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PR

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EO

-R D

- R ea m s R oa d\ W or ki ng F ol de r\B rid ge \A ut oC

A D

PROJECT NO.

Y19-804-CH

COUNTY

ORANGE

N A

D

IC

S H

EE

T

N O

. 2

TH

E O

FF

IC

IA

L

RE

C

O

RD

O F

TH

IS

S H

EE

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IS

T

H E

EL

EC

TR

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F

IL

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IT

AL

LY

S

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N

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A N

D S

EA

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D U

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1G

-2

3.

4, F

.A .C

REAMS ROAD

FINAL DESIGN OF REAMS RD (FROM SOUTH OF

SUMMERLAKE PARK BLVD TO TABORFIELD AVE)

07-14-2025 ENGINEER OF RECORD:

NADIC ENGINEERING SERVICES, INC.

601 N. HART BOULEVARD

ORLANDO FL, 32818

GODWIN N. NNADI, P.E. NO. 50637

Drawn by:

07-14-2025

QUADRANGLE: WINDERMERE, FL

SECTION: 35

TOWNSHIP: 23 SOUTH

RANGE: 27 EAST

Photo Issue 2024

NOT TO SCALE

NOTES

1. Standard Penetration Test borings were performed in accordance with ASTM D-1586. Standard Penetration Resistance are shown on the borings at the test depths in blows per foot unless otherwise noticed Subsurface conditions shown on the boring do not represent conditions between boring locations.

Actual conditions between the borings may vary from those shown.

2.

Unified Soil Classifications shown on the boring are based on visual examination and limited laboratory testing

3.

N Standard penetration resistance in blows per foot (18" spoon ASTM D-1586)

Standard Penetration Test Data

Spoon Inside Diameter 1.5 in.

Spoon Outside Diameter 2 in.

ASTM Standard Automatic Hammer Average Hammer Drop 30 in.

Hammer Weight 140 lbs.

Approximate SPT boring location Estimated seasonal high groundwater level

Groundwater level encountered on date shown 04/09/2025

(SP) Unified soil classification group symbol W = Natural Moisture Content (%) (FM 1-T265) -200 =

OC =

LL=

PI =

ɣd = Cc = Cr = E0 = Pc = Gs =

Percent Passing No.200 US Standard Sieve (%)(FM 1-T088) Organic Content (%) (FM 1-T267) Liquid Limit (%) (FM 1-T089) Plasticity Index (%) (FM 1-T090) Dry Density (pcf) (ASTM D7263) Compression Index (FM T-216) Recompression Index (FM T-216) Initial Void Ratio (FM T-216) Preconsolidation Pressure (pcf) (FM T-216) Specific Gravity (FM T-100)

GRANULAR MATERIALS

RELATIVE

DENSITY

SPT

(BLOWS/FT.)

Very loose Loose Medium Dense Dense Very Dense

Less than 4 4-10 10-30 30-50 Greater than 50

Very soft Soft Firm Stiff Very Stiff Hard

CONSISTENCY

SPT

(BLOWS/FT.)

Less than 2 2-4 4-8 8-15 15-30 Greater than 30

SILTS AND CLAYS

SPT

(BLOWS/FT.)

Less than 3 3-8 8-24 24-40 Greater than 40

SPT

(BLOWS/FT.)

Less than 1 1-3 3-6 6-12 12-24 Greater than 24

Drop Safety Hammer Automatic Hammer

Drop Safety Hammer Automatic Hammer

SAND

LEGEND

Non-plasticNP

LIMESTONECLAYEY

SAND

SILTY

SAND

PEAT SANDY

CLAY

Undisturbed Sample (Shelby Tube) Weight of HammerWH

Percent Loss of Circulation of Drilling Fluid Depth to which NW casing was driven in feet

150'

EN…