CFTOD_TWO01_100 PLANS_ECD OH TRUSS_2026-04-16.pdf

VICINITY MAP

Lake Buena Vista, Florida

Oversight District (CFTOD)

Central Florida Tourism

INTERSTATE

N.T.S.

KINGDOM

MAGIC

EPCOT

STUDIOS

HOLLYWOOD

KINGDOM

ANIMAL

DISNEY'S

N.T.S.

INSERT

SEE

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DWG NO. DESCRIPTION

PROJECT

LOCATION

ECD TRUSS REPLACEMENT

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INDEX OF DRAWINGS

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SIGNING AND PAVEMENT MARKING

100% SUBMITTAL

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S-9

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S-5 - S-6

S-4

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DETOUR PLAN

MOT NOTES

SIGN STRUCTURES

REPORT OF SPT BORINGS FOR

SIGN STRUCTURE DATA TABLES

SIGN STRUCTURE CROSS SECTIONS

SIGN STRUCTURE PLAN

PROJECT CONTROL

GENERAL NOTES

SIGNATURE SHEET

TITLE AND INDEX OF DRAWINGS

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License No. 56129

Professional Engineer

State of Florida

Stephen W. Dickison

APRIL, 2026

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SIGNATURESHEETS

State of Florida

Stephen W. Dickison

SHEET DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 56129

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S

STEPHEN W. DICKISON, P.E. NO. 56129

ORLANDO, FLORIDA 32801

450 SOUTH ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

SHEET DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 37382

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DAVID MICHAEL WADDELL, P.E. NO. 37382

ORLANDO, FLORIDA 32801

450 SOUTH ORANGE AVENUE, SUITE 600

TLP ENGINEERING CONSULTANTS, INC.

SIGN STRUCTURE DATA TABLE

SIGNATURE SHEET

S-9

S-2

DETOUR PLAN

MOT NOTES

SIGN STRUCTURE CROSS SECTIONS

SIGN STRUCTURE PLAN

PROJECT CONTROL

GENERAL NOTES

SIGNATURE SHEET

TITLE AND INDEX OF DRAWINGS

S-13, S-14, S-15

S-12

S-7, S-8

S-5, S-6

S-4

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SHEET DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

CRAIG G. BALLOCK, P.E. NO. 71571

ORLANDO, FLORIDA 32814

919 LAKE BALDWIN LANE

GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS, INC.

REPORT OF SPT BORINGS FOR SIGN STRUCTURES

SIGNATURE SHEET

S-10, S-11

S-2

S-2

STATE OF

No 71571

ESNECIL

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State of Florida

Stephen W. Dickison

GENERAL NOTES

ADDITIONAL MEASURES PER DIRECTION FROM CFTOD PERSONNEL.

CONTROL DEVICES, DAILY INSPECTIONS AND MAINTENANCE OF DEVICES THROUGHOUT CONSTRUCTION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ANY

18. EROSION CONTROL DEVICES HAVE BEEN IDENTIFIED ON THE CONSTRUCTION PLANS. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ALL EROSION

FROM MONORAIL OPERATIONS PRESENT. REFER TO THE MONORAIL PROXIMITY GUIDELINES FOR MORE INFORMATION.

FIELD AND MARK WITH SILT FENCE FOR VISIBILITY. ANY WORK UNDERTAKEN WITHIN 50 FEET OF THE MONORAIL BEAM MUST BE DONE WITH AN OBSERVER

MATERIAL AND EQUIPMENT ARE NOT TO BE STORED WITHIN 50' OF THE EXTERIOR MONORAIL BEAM. THE CONTRACTOR SHALL IDENTIFY THE 50' OFFSET IN THE 17.

PLANNING AND ENGINEERING.

OUTSIDE OF THE ROADWAY CLEARZONE WHEN NOT ACTIVE AND NOT WITHIN TREE AREAS. THE LAYDOWN AREA WILL NEED TO BE PERMITTED WITH CFTOD

16. THE CONTRACTOR SHALL COORDINATE WITH CFTOD CONSTRUCTION FOR LAYDOWN AREAS ON-SITE. ALL MATERIALS AND EQUIPMENT NEED TO BE LOCATED

15. ALL REMOVED ITEMS SHALL BE DISPOSED OF BY THE CONTRACTOR OFF OF CFTOD PROPERTY.

14. THE EXISTING SIGN TRUSS FOUNDATIONS TO BE REMOVED SHALL BE REMOVED TO 4' BELOW THE EXISTING GRADE.

13. COORDINATE WITH CFTOD COMPLIANCE PRIOR TO INSTALLATION OF EROSION CONTROL DEVICES.

OF CONSTRUCTION.

12. THE CONTRACTOR SHALL NOTIFY CFTOD COMPLIANCE PERSONNEL OF THE PROJECT PRE-CONSTRUCTION MEETING PRIOR TO THE COMMENCEMENT

EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.11.

2025 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES WITH REVISION 1 AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS 2026-2027.

THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE 10.

THE COORDINATE SYSTEM AND TOPOGRAPHIC INFORMATION IS BASED ON A LOCAL GRID ESTABLISHED BY THE WALT DISNEY COMPANY.9.

ELEVATIONS SHOWN ON THE PLANS ARE BASED ON THE WALT DISNEY WORLD VERTICAL DATUM. 8.

LAKE BUENA VISTA, FL 32830

P.O. BOX 10170

& LOW VOLTAGE ELECTRIC

PROPERTY MANAGEMENT - IRRIGATION, LANSCAPE

TROY INGLE (407) 943-1131CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT (CFTOD)E.

CELEBRATION, FL 34736

1120 CELEBRATION C203A

SCOTT BUCHANAN (407) 566-5048DISNEY FIBER OPTICD.

LAKE BUENA VISTA, FL 32830

3100 BONNET CREEK ROAD

DAVE CAWLEY (407) 828-6648SMART CITY TELECOMC.

LAKE BUENA VISTA, FL 32830

1920 EAST BUENA VISTA DR, SUITE A

PLANNING AND ENGINEERING

KATHERINE LUETZOW (407) 828-2250CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT (CFTOD)B.

NATURAL GAS/CHILLED WATER LINES: BRAD BURCHETT (407) 401-2981

ELECTRICITY: ANTHONY KASPER (407) 824-7448

WATER/SEWER: MATT DOAN (407) 824-3684

GENERAL: ANTHONY KASPER (407) 824-7448LAKE BUENA VISTA, FL 32830

UTILITY EMERGENCY (24/7): (407) 824-41855300 CENTER DRIVE

BEFORE DIG: 811: (800)-432-4770REEDY CREEK ENERGY SERVICES (RCES) A.

7. UTILITY CONTACTS ARE AS FOLLOWS:

AFTER 4:00 PM AND ON WEEKENDS, EMERGENCY LOCATES WILL STILL BE PROCESSED THROUGH THE RCES CONTROL ROOM AT 407-824-4185.-

LOCATED AT EPCOT CENTER.

MAY BE MADE VIA EMAIL TO WDW.RCES.UTILITY.LOCATES@DISNEY.COM, VIA FAX TO 407-560-6540, OR IN PERSON AT THE EPCOT CENTRAL ENERGY PLANT THE MAP ALONG WITH THE SUNSHINE TICKET NUMBER MUST BE SUBMITTED BY THE CONTRACTOR TO REEDY CREEK ENERGY SERVICES. THE SUBMITTAL -

ON THE MAP.

THE CONTRACTOR SHALL PREPARE A MAP SHOWING THE AREA IN WHICH UTILITIES ARE TO BE LOCATED AND WRITE THE SUNSHINE TICKET NUMBER - AFTER COMPLETING THE SUBMISSION PROCESS, THE CONTRACTOR WILL BE GIVEN A TICKET NUMBER THAT MUST BE RETAINED.- THE CONTRACTOR SHALL CONTACT SUNSHINE 811 BY CALLING 811 (800-432-4770) OR VISITING HTTP://WWW.SUNSHINE811.COM/ TO SUBMIT A TICKET.-

6. THE CONTRACTOR SHALL UTILIZE THE FOLLOWING STEPS TO SECURE UTILITY LOCATES AT LEAST 72 HOURS PRIOR TO CONSTRUCTION:

DAYS PRIOR TO ANY EXCAVATION.

OF UNDERGROUND UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OTHER PERMITS AS APPLICABLE. THE LOCATION OF UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY, THE EXACT LOCATION SHALL BE CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMIT, ELECTRICAL PERMITS OR 5.

ALL DISTURBED AREAS WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO THE ORIGINAL GROUND AND SODDED. ALL SOD SHALL BE BAHIA. 4.

ALL SURVEY AND PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES.3.

FOR STANDARD DETAILS NOT SHOWN IN PLANS, SEE FDOT STANDARD PLANS DATED 2026-2027.2.

ALL MATERIALS, CONSTRUCTION METHODS AND TESTING SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.1.

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CERTIFICATION OF AUTHORIZATION 2648

ORLANDO, FLORIDA 32814

941 LAKE BALDWIN LANE

DRMP, INC.

L.S. LICENSE NUMBER 7001

FRANK LOPEZ, P.S.M.

PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT

PROFESSIONAL SURVEYOR AND MAPPER ANDUTILIZED AS SUPPORTING DATA IN

6. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA

OF EPCOT CENTER DRIVE.

OF CONSTRUCTION �5. ALL STATION AND OFFSETS SHOWN ARE BASED UPON THE

GENERAL NOTES cont.:

Feet

100200

SECTION 24 TOWNSHIP 24 SOUTH RANGE 27 EAST

POT = POINT ON TANGENT

RT = RIGHT TANGENT

L&T = TACK NAIL IN LEAD PLUG

LT = LEFT TANGENT

STA. = STATION

O/S = OFFSET

WDW = WORLD DISNEY WORLD

IRC = IRON ROD AND CAP

I.D. = IDENTIFICATION

ELEV. = ELEVATION

F.A.C. = FLORIDA ADMINISTRATIVE CODE

= HORIZONTAL AND VERTICAL CONTROL

£ = BASELINE OF SURVEY

LEGEND & ABBREVIATIONS

N.T.S. = NOT TO SCALE

FND. = FOUND

P C S

T A .1

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P T S

T A .2

.2

P I S

T A .1

.7

Curve C1

P.I.STA.18+47.71

T = 264.93'

L = 529.51'

R = 6,025.00'

P.C.STA.15+82.78

P.T.STA.21+12.29

STA.14+00.00

PCOT CENTER DRE

BEGIN £ SURVEY

E = 18103.5994 N = 48860.9362

STA. 14+13.26, 13.53' LT.

ELEV. = 116.675'

E = 18112.3910 N = 48877.7060

FND TACK IN LEAD PLUG

TBM-1189700

STA. 18+60.30, 57.46' RT.

ELEV. = 107.993'

E = 18561.4948 N = 48945.5459

SET 5/8" IRC "DRMP LB2648"

TBM-TRES1

STA. 23+23.10, 91.41' RT.

ELEV. = 98.004'

E = 19007.9556 N = 49081.7851

SET 5/8" IRC "DRMP LB2648"

TBM-TFLY1

STA. 25+32.86, 79.25' LT.

ELEV. = 100.635'

E = 19139.3580 N = 49318.1220

FND 5/8" IRC "T.S.S. TRAVERSE P.T."

TBM-1439170

EPCOT CENTER DRIVE

� OF CONSTRUCTION

POT STA.27+99.18

EPCOT CENTER DR

END £ SURVEY

E = 19416.0619 N = 49343.4178

N = NORTHING

E = EASTING

4. DISTANCES SHOWN HERON ARE IN U.S. SURVEY FEET.

AS PROVIDED BY WDW SURVEYOR OFFICE.

VERTICAL DATUM BASED ON VERTICAL CONTROL POINTS 1189700 AND 1439170

3. ELEVATIONS SHOWN HEREON ARE REFERENCED TO WALT DISNEY WORLD (WDW)

1189700 AND 1439170 AS PROVIDED BY WDW SURVEYOR OFFICE.

WORLD (WDW) HORIZONTAL GRID BASE ON SURVEY CONTROL NETWORK POINTS

2. HORIZONTAL COORDINATES SHOWN HEREON ARE REFERENCED TO WALT DISNEY

OVERSIGHT DISTRICT WITHOUT DELAY.

PROJECT ADMINISTRATOR SHOULD NOTIFY THE CENTRAL FLORIDA TOURISM

BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED, THE

1. ANY PROJECT CONTROL MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO

GENERAL NOTES:

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E 18607.8903

N 48938.0729

STATION 19+00.73, OFF 80.06' (RT)

SIGN UPRIGHT OT-1 RT

E 18585.2103

N 49001.1175

STATION 19+00.73, OFF 13.06' (RT)

SIGN UPRIGHT OT-1 LT

� CONST. EPCOT CENTER DRIVE

10 40

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N

CURVE C1

N68°12'18"E

CURVE DATA (C1)

PI STA. = 18+47.71 N 48990.0244 E 18532.2890

¬ = 05°02'08" (LT)

D = 00°57'03" T = 264.93 L = 529.51 R = 6,025.00

PC STA. = 15+82.78 N 48913.6319 E 18278.6163

PT STA. = 21+12.29 N 49088.3876 E 18778.2775

EB EPCOT CENTER DRIVE

OFF RAMP TO EPCOT

TO BE REMOVED

EXIST SIGN TRUSS

12" CMP

PIPE

DRAINAGE

EXIST

AFTER SIGN TRUSS INSTALLATION

RESTORED TO ORIGINAL CONDITION

DURING CONSTRUCTION AND

EXIST DITCH TO BE MAINTAINED

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CL_EPCOT - Plan 1 [Sheet]

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N68°12'18"E

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10 40

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� CONST. EPCOT CENTER DRIVE

WB EPCOT CENTER DRIVE

OFF RAMP TO NB WORLD DRIVE

E 19213.6136 N 49266.9345

STATION 25+82.76, OFF 4.15' (LT)

SIGN UPRIGHT OT-2 LT

E 19185.7672 N 49336.5734

STATION 25+82.76, OFF 79.15' (LT)

SIGN UPRIGHT OT-2 RT

TO BE REMOVED

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CL_EPCOT - Plan 2 [Sheet]

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State of Florida Stephen W. Dickison

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STA. 19+00.73

1" = 10' Vertical

1" = 10' Horizontal

SCALE

20 0 20 40 60 80 100 120

80 80

90 90

100 100

110 110

120 120

130 130

12' 26'-0" (24'-0" MIN CZ)5'-3" 8'-9"

16'-6"

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2'-8"

16' 16'

28'-6"

67'

10'

38'26'-4"

140 140

150 150

LOOKING UP STATION

BE

107.64

105.64

105.97

103.97

107.19

1'-1"

OT-1

DRIVE

EPCOT CENTER

� CONST.

EPCOT

NEXT RIGHT

Disney Springs

LEFT LANE

To R E

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CL_EPCOT - 19+00.73 [Sheet]

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State of Florida Stephen W. Dickison

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STA. 25+82.76

1" = 10' Vertical

1" = 10' Horizontal

SCALE

20 0 20 40 60 80 100 120

70 70

80 80

90 90

100 100

110 110

120 120

130 130

140 140

12'12' 13'

12'-9"

5'-4" 7'-8"

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23' 23'

1'

39' 35'

75'

22'-6"

PAVED SHLDR 7'-3"

9'-9"

LOOKING BACK STATION

BE

15'-6"

104.20

102.20

105.15

103.15

104.05

1'-1"

OT-2

DRIVE

EPCOT CENTER

� CONST.

FOC

Magic Kingdom

Magic Kingdom Resorts

Fort Wilderness

Disney's Hollywood Studios

Disney's Animal Kingdom

To

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CL_EPCOT - 25+82.76 [Sheet]

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State of Florida Stephen W. Dickison

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SpanSignStructuresDataTable

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License No. 37382

State of Florida

David Michael Waddell

DATE: 4/15/2026

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SPAN SIGN STRUCTURES DATA TABLE (CONT.)

LEFT DRILLED SHAFT RIGHT DRILLED SHAFT

SIGN#

ft in

DA

ft

DB

in # / size

DC DD

DE

in ft

FA

in ft

FB

in # / size

FC FD

FE

in

SPAN SIGN STRUCTURES DATA TABLE (CONT.)

in

CJ

in

CH

in

CG

in

CF

RIGHT BASE CONNECTION

in

CE

ftin

CD

in

CC

CB

in

CA

in

BJ

in

BH

in

BG

in

BF

LEFT BASE CONNECTION

in

BE

ftin

BD

in#

BB

in

BASIGN# BC

SIGN#

in

LA LB

# in

LC

LEFT UPRIGHT CONNECTION

in

LD

in

LE

SPAN SIGN STRUCTURES DATA TABLE (CONT.)

in

LF

in

LG

in

LH

in

RA RB

RC

in

RD

in

RIGHT UPRIGHT CONNECTION

RE

in

RF

in in

RG RH

in

SIGN#

in

PA

in

PB

ALTERNATE SPLICE

in

PC

in

PD

in

PE

PF

in

GA

in

GB

ft in

GC

ft in

GD

ft in

GE

ft in

GF

GUSSET PLATES

SPAN SIGN STRUCTURES DATA TABLE (CONT.)

ft

GG

in ft

GH

in ft

GJ

in ft

GK

in

GL

in in

SC

SB

Angle (in)

SA

SPLICE

in

K (CAMBER)

O. D. x Wall Thk. (in)

J (RIGHT UPRIGHT)

O. D. x Wall Thk. (in)

H (LEFT UPRIGHT)

MEMBER SIZES

SPAN SIGN STRUCTURES DATA TABLE

Angle (in)

G (WEB)

O. D. x Wall Thk. (in)

F (CHORD)

in

E

D

PNLS

ft

C ft

B ft

ASTATIONSIGN#

DIMENSIONS

Table Date 01-01-11

Table Date 01-01-11

Table Date 07-01-14

Table Date 01-01-11

Table Date 01-01-11

Design Water Table is 0 ft. below surface

= 45 pcfSoil Weight

= 29 deg.Soil Friction Angle

= 38.5 ft.Soil Layer Thickness

= SandSoil Type

OT-2

Design Water Table is 0 ft. below surface

= 50 pcfSoil Weight

= 30 deg.Soil Friction Angle

= 43.5 ft.Soil Layer Thickness

= SandSoil Type

OT-1

Assumptions and Values used in design:2.

sealed by GEC Consultants, Inc.

Design based on Borings taken1.

FOUNDATION NOTES:

DF

in

FF

in

'DC' and 'FC' shall include quantity and size of reinforcing steel.5.

approximately 20 to 25% of the truss length from each end.

using two vertical lift points, each located near a panel point

To facilitate erection, the Contractor should consider

Erection is the Contractor's responsibility.4.

Upright wall thickness given is a minimum dimension.3.

Design Wind Speed = 150 mph2.

Work these Data Tables with Index 700-041.1.

NOTES:

OT-1 19+00.73 67.0000 24.1330 25.8030 7 60 5.56 x 0.375 4 x 4 x 1/2 24.00 x 0.562 24.00 x 0.562 1/2 5 x 5 x 1/2 6 7/8

OT-1 1-3/8 2 5/16 3/8 1 9 1/2 7/8 1 9 8 1 5-1/2 6-1/2 2 10 1 3/4 8-1/4 1 2 3/16

OT-1 7/8 6 1/2 1/2 3/16 3/16 3/16 3/16 7/8 6 1/2 1/2 3/16 3/16 3/16 3/16

OT-1 2 10 2 5/8 2 3-1/4 5/16 5/16 5/16 1/4 2 10 2 5/8 2 3-1/4 5/16 5/16 5/16 1/4

OT-1 19 0 5 0 19 / 11 11 8 40 18 0 5 0 19 / 11 11 8 40

OT-2 25+82.76 75.0000 23.4830 24.4330 8 60 5.56 x 0.375 4 x 4 x 1/2 24.00 x 0.562 24.00 x 0.562 3/4 5 x 5 x 1/2 6 7/8

OT-2 1-3/8 2 5/16 3/8 1 9 1/2 7/8 1 8-3/4 8 1 5-1/4 6-1/2 2 9-1/2 1 3/4 8-1/4 1 1-3/4 3/16

OT-2 7/8 6 1/2 1/2 3/16 3/16 3/16 3/16 7/8 6 1/2 1/2 3/16 3/16 3/16 3/16

OT-2 2 10 2 5/8 2 3-1/4 5/16 5/16 5/16 1/4 2 10 2 5/8 2 3-1/4 5/16 5/16 5/16 1/4

OT-2 17 0 5 0 19 / 11 11 8 40 20 0 5 0 19 / 11 11 8 40

OT-1

RT

B-2

OT-1

LT

EPCOT C

ENTER D

R

FULL

SPAN S

IGN S

TURCTURE

(EASTBOUND)

202020

B-1

ELEC

ELEC

ELEC

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SPT BORING RESULTS FOR SIGNS

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F

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S-10

License No. 71571

Professional Engineer

State of Florida

Craig G. Ballock

S

P T

B

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W/H/18" WEIGHT OF HAMMER FOR 18 INCHES OF PENETRATION

HA HAND AUGERED FOR UTILITY CLEARANCE

GENERAL NOTES

SPLIT SPOON SAMPLER:

INSIDE DIAMETER: 1.375 IN.

OUTSIDE DIAMETER: 2.0 IN.

AVERAGE HAMMER DROP: 30 IN.

HAMMER WEIGHT: 140 LBS.

ENVIRONMENTAL CLASSIFICATION:

SUBSTRUCTURE:

SUPERSTRUCTURE: SLIGHTLY AGGRESSIVE

TOWNSHIP: 24 SOUTH

RANGE: 27 EAST

LEGEND

BT BORING TERMINATED AT DEPTH INDICATED

N STANDARD PENETRATION RESISTANCE, BLOWS PER FOOT

-200=

MC=

LL=

PERCENT PASSING NO. 200 U.S. STANDARD SIEVE

PERCENT NATURAL MOISTURE CONTENT

LIQUID LIMIT

SAND

SAND AND SILT

SAND AND CLAY

PI= PLASTICITY INDEX

GROUND SURFACE ELEVATION (FT. NAVD88)GSE

ELEVATION (FT. NAVD88)

ESTIMATED SEASONAL HIGH GROUNDWATER

+97.3

SECTION: 24

STEEL: MODERATELY AGGRESSIVE (pH=6.2)

CONCRETE: SLIGHTLY AGGRESSIVE (pH=6.2)

OVER 40

24-40

8-24

3-8

0-3

GRANULAR SOILS: SANDS

VERY DENSE

DENSE

MEDIUM DENSE

LOOSE

VERY LOOSE

HARD

VERY STIFF

STIFF

FIRM

SOFT

VERY SOFT

DENSITY

RELATIVE

CONSISTENCY

OVER 24

12-24

6-12

3-6

1-3

0-1

(BLOWS/FT)

N VALUE

(BLOWS/FT)

N VALUE

AUTOMATIC HAMMER

SILTS, CLAYS, MUCK

NON-GRANULAR SOILS:

BE PREPARED TO HANDLE ARTESIAN HEAD LEVELS UP TO +88 FEET NAVD88.

SURFACE OF THE FLORIDAN AQUIFER IN THE PROJECT VICINITY IS APPROXIMATELY +88 FEET NAVD88.

ACCORDING TO THE FDEP SEPTEMBER 2021 POTENTIOMETRIC CONTOURS MAP, THE POTENTIOMETRIC

DENSE LAYERS.

THICKNESS ADEQUATELY TO PREVENT CASING DAMAGE/DEFORMATION DURING INSTALLATION THROUGH

INSTALLATION. WHEN TEMPORARY CASING IS USED, REINFORCE THE CASING TIP SHALL AND THE CASING

AND/OR PROCEDURES AS NECESSARY TO FACILTATE SHAFT EXCAVATION AND/OR TEMPORARY CASING

ENCOUNTER THIS TYPE OF MATERIAL AT ALL SHAFT LOCATIONS AND SHALL USE SPECIALIZED EQUIPMENT

MAY MAKE SHAFT EXCAVATION AND/OR TEMPORARY CASING INSTALLATION DIFFICULT. EXPECT TO

LAYERS OF DENSE TO VERY DENSE SAND MAY BE ENCOUNTERED AT THIS SITE. SUCH MATERIALS

CONTROL. THE BORING LOCATIONS WERE SURVEYED BY DRMP FOR VERTICAL AND HORIZONTAL

UNLESS OTHERWISE NOTED.

PENETRATION RESISTANCES ARE SHOWN ON THE BORINGS AT THE TEST DEPTHS IN BLOWS PER FOOT

STANDARD PENETRATION TEST BORINGS WERE PERFORMED IN ACCORDANCE WITH ASTM D-1586. STANDARD

TESTING SHOWN.

SOIL CLASSIFICATIONS SHOWN ON THE BORINGS ARE BASED ON VISUAL EXAMINATION AND THE LABORATORY

BORING LOCATIONS. ACTUAL CONDITIONS BETWEEN THE BORINGS MAY VARY FROM THOSE SHOWN. UNIFIED

SUBSURFACE CONDITIONS SHOWN ON THE BORINGS REPRESENT THE CONDITIONS ENCOUNTERED AT THE

N

+50

+55

+60

+65

+70

+75

+80

+85

+90

+95

+100

+105

+110

N

E L

E V

A T

IO

N

F

T

N A

V D

HA

HA

HA

W/H/18"

GROUTED

BT AT 55'

+97.3

DATE DRILLED: 3-6-26

DRILLER: L. LEGG

RIG TYPE: TRACK BR 2500

HAMMER TYPE: AUTOMATIC

GSE: +105.3

LONG: W81.56406°

LAT: N28.37860°

STA. 19+01, 13' RIGHT

B-1

-200=11

PI=10

LL=32

MC=42

-200=22

OC=3.8

MC=28

-200=17

GNE @ 11.2'

OC= PERCENT ORGANIC CONTENT

N

HA

HA

HA

W/H/18"

GROUTED

BT AT 50'

+97.1

DATE DRILLED: 3-6-26

DRILLER: L. LEGG

RIG TYPE: TRACK BR 2500

HAMMER TYPE: AUTOMATIC

GSE: +105.1

LONG: W81.56399°

LAT: N28.37845°

STA. 19+04, 72' RIGHT

B-2

+50

+55

+60

+65

+70

+75

+80

+85

+90

+95

+100

+105

+110

E L

E V

A T

IO

N (F

T . N

A V

D

-200=6

GNE @ 12.4'

BROWN FINE SAND WITH SILT (SP-SM)

LIGHT BROWN SILTY FINE SAND (SM)

TRACE ORGANIC MATERIAL

BROWN FINE SAND WITH SILT (SP-SM)

BROWN SILTY FINE SAND (SM)

LIGHT BROWN TO BROWN CLAYEY FINE SAND (SC)

GROUNDWATER NOT ENCOUNTEREDGNE

-200=11

-200=9

-200=20

BROWN FINE SAND WITH SILT (SP-SM)

BROWN SILTY FINE SAND (SM)

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

BROWN SILTY FINE SAND (SM)

GRAY SANDY FAT CLAY (CH)

BROWN FINE SAND WITH SILT (SP-SM)

Feet

0 10

B-1

B-2

OT-2

RT

OT-2

LT

EP

COT

CENTE

R

DR

FULL

S

PAN

SIG

N

STRUCTURE

(W

ES

TBOUND)

B-3

B-3

R E

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N

S

N O

B

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A T

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F

.A .C

S-11

License No. 71571

Professional Engineer

State of Florida

Craig G. Ballock

S

P T

B

O R

I N

G R

E S

U L

T S

F O

R S

I G

N S

S T

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E

W/H/18" WEIGHT OF HAMMER FOR 18 INCHES OF PENETRATION

HA HAND AUGERED FOR UTILITY CLEARANCE

ENVIRONMENTAL CLASSIFICATION:

SUBSTRUCTURE:

SUPERSTRUCTURE: SLIGHTLY AGGRESSIVE

LEGEND

BT BORING TERMINATED AT DEPTH INDICATED

N STANDARD PENETRATION RESISTANCE, BLOWS PER FOOT

-200=

MC=

LL=

PERCENT PASSING NO. 200 U.S. STANDARD SIEVE

PERCENT NATURAL MOISTURE CONTENT

LIQUID LIMIT

SAND

SAND AND SILT

SAND AND CLAY

PI= PLASTICITY INDEX

GROUND SURFACE ELEVATION (FT. NAVD88)GSE

ELEVATION (FT. NAVD88)

ESTIMATED SEASONAL HIGH GROUNDWATER

+93.3

STEEL: SLIGHTLY AGGRESSIVE

CONCRETE: SLIGHTLY AGGRESSIVE

N

OC= PERCENT ORGANIC CONTENT

+35

+40

+45

+50

+55

+60

+65

+70

+75

+80

+85

+90

+95

+100

+105

N

E L

E V

A T

IO

N

F

T

N A

V D

HA

HA

HA

W/H/18"

GROUTED

BT AT 60'

+93.3

DATE DRILLED: 3-5-26

DRILLER: L. LEGG

RIG TYPE: TRACK BR 2500

HAMMER TYPE: AUTOMATIC

GSE: +97.3

LONG: W81.56211°

LAT: N28.37933°

STA. 25+83, 3' LEFT

B-3

-200=4

PI=32

LL=45

MC=37

-200=56

N

HA

HA

HA

W/H/18"

W/H/18"

+97.7

DATE DRILLED: 3-5-26

DRILLER: L. LEGG

RIG TYPE: TRACK BR 2500

HAMMER TYPE: AUTOMATIC

GSE: +102.7

LONG: W81.56219°

LAT: N28.37956°

STA. 25+95, 93' LEFT

B-4

+95.9

+35

+40

+45

+50

+55

+60

+65

+70

+75

+80

+85

+90

+95

+100

+105

E L

E V

A T

IO

N (F

T . N

A V

D

GROUNDWATER NOT ENCOUNTEREDGNE

GROUTED

BT AT 55'

GNE @ 8'

-200=5

-200=21

BROWN FINE SAND WITH SILT (SP-SM)

BROWN FINE SAND (SP)

BROWN FINE SAND WITH SILT (SP-SM)

LIGHT BROWN SILTY FINE SAND (SM)

BROWN FINE SAND WITH SILT (SP-SM)

BROWN FINE SAND (SP)

BROWN FINE SAND WITH SILT (SP-SM)

SILTY FINE SAND (SM)

LIGHT BROWN TO BROWN

GRAY CLAYEY FINE SAND (SC)

GRAY SANDY LEAN CLAY (CL)

GRAY SILTY FINE SAND (SM)

BROWN FINE SAND WITH SILT (SP-SM)

LIGHT BROWN FINE SAND (SP)

BROWN FINE SAND WITH SILT (SP-SM)

BROWN SILTY FINE SAND (SM)

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

LIGHT BROWN SILTY FINE SAND (SM)

BROWN SANDY LEAN CLAY (CL)

LIGHT BROWN SILTY FINE SAND (SM)

BROWN TO GRAY CLAYEY FINE SAND (SC)

-200=3

-200=8

PI=28

LL=39

MC=36

-200=62

PI=20

LL=37

MC=47

-200=45

GENERAL NOTES

SPLIT SPOON SAMPLER:

INSIDE DIAMETER: 1.375 IN.

OUTSIDE DIAMETER: 2.0 IN.

AVERAGE HAMMER DROP: 30 IN.

HAMMER WEIGHT: 140 LBS.

TOWNSHIP: 24 SOUTH

RANGE: 27 EAST

SECTION: 24

OVER 40

24-40

8-24

3-8

0-3

GRANULAR SOILS: SANDS

VERY DENSE

DENSE

MEDIUM DENSE

LOOSE

VERY LOOSE

HARD

VERY STIFF

STIFF

FIRM

SOFT

VERY SOFT

DENSITY

RELATIVE

CONSISTENCY

OVER 24

12-24

6-12

3-6

1-3

0-1

(BLOWS/FT)

N VALUE

(BLOWS/FT)

N VALUE

AUTOMATIC HAMMER

SILTS, CLAYS, MUCK

NON-GRANULAR SOILS:

BE PREPARED TO HANDLE ARTESIAN HEAD LEVELS UP TO +88 FEET NAVD88.

SURFACE OF THE FLORIDAN AQUIFER IN THE PROJECT VICINITY IS APPROXIMATELY +88 FEET NAVD88.

ACCORDING TO THE FDEP SEPTEMBER 2021 POTENTIOMETRIC CONTOURS MAP, THE POTENTIOMETRIC

DENSE LAYERS.

THICKNESS ADEQUATELY TO PREVENT CASING DAMAGE/DEFORMATION DURING INSTALLATION THROUGH

INSTALLATION. WHEN TEMPORARY CASING IS USED, REINFORCE THE CASING TIP SHALL AND THE CASING

AND/OR PROCEDURES AS NECESSARY TO FACILTATE SHAFT EXCAVATION AND/OR TEMPORARY CASING

ENCOUNTER THIS TYPE OF MATERIAL AT ALL SHAFT LOCATIONS AND SHALL USE SPECIALIZED EQUIPMENT

MAY MAKE SHAFT EXCAVATION AND/OR TEMPORARY CASING INSTALLATION DIFFICULT. EXPECT TO

LAYERS OF DENSE TO VERY DENSE SAND MAY BE ENCOUNTERED AT THIS SITE. SUCH MATERIALS

CONTROL. THE BORING LOCATIONS WERE SURVEYED BY DRMP FOR VERTICAL AND HORIZONTAL

UNLESS OTHERWISE NOTED.

PENETRATION RESISTANCES ARE SHOWN ON THE BORINGS AT THE TEST DEPTHS IN BLOWS PER FOOT

STANDARD PENETRATION TEST BORINGS WERE PERFORMED IN ACCORDANCE WITH ASTM D-1586. STANDARD

TESTING SHOWN.

SOIL CLASSIFICATIONS SHOWN ON THE BORINGS ARE BASED ON VISUAL EXAMINATION AND THE LABORATORY

BORING LOCATIONS. ACTUAL CONDITIONS BETWEEN THE BORINGS MAY VARY FROM THOSE SHOWN. UNIFIED

SUBSURFACE CONDITIONS SHOWN ON THE BORINGS REPRESENT THE CONDITIONS ENCOUNTERED AT THE

Feet

0 10

B-4

B-3

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State of Florida

Stephen W. Dickison

TO ROAD CLOSURE

TWO WEEKS PRIOR

CLOSURE

DURING ROAD

(PCMS-2)

CHANGEABLE MESSAGE SIGN MESSAGE

TO ROAD CLOSURE

TWO WEEKS PRIOR

CLOSURE

DURING ROAD

(PCMS-1)

CHANGEABLE MESSAGE SIGN MESSAGE

SIGNS

DETOUR

FOLLOW

XXPM-XXAM

MM/DD

MM/DD TO

CLOSURE

ROAD

FUTURE

DRIVE

CENTER

WB EPCOT

BY A BARRIER OR CRASH CUSHION WHEN NOT IN USE.

MOVED OUTSIDE THE TRAVEL WAY AND CLEAR ZONE OR BE SHIELDED

DEVICE PLACED AT EACH CORNER WHEN IN USE AND SHALL BE

MOUNTED DEVICES SHALL BE DELINEATED WITH A CHANNELIZING

PORTABLE CHANGEABLE MESSAGE SIGNS AND ANY OTHER TRAILER

:NOTE

SIGNS

DETOUR

FOLLOW

XXPM-XXAM

MM/DD

MM/DD TO

CLOSURE

ROAD

FUTURE

DRIVE

CENTER

EB EPCOT

TO ROAD CLOSURE

TWO WEEKS PRIOR

CLOSURE

DURING ROAD

(PCMS-3)

CHANGEABLE MESSAGE SIGN MESSAGE

SIGNS

DETOUR

FOLLOW

XXPM-XXAM

MM/DD

MM/DD TO

CLOSURE

RAMP

FUTURE

DRIVE

CENTER

EB EPCOT

M O

T N

O T

E S

S-12

6. INSTALL NEW SIGNS BEFORE EXISTING SIGNS ARE REMOVED.

INSTALL ALL GUIDESIGNS ON THE TRUSS PRIOR TO INSTALLATION OF THE TRUSS AND SIGN OVER TRAVEL LANES.

5. IN ORDER TO FACILITATE CONSTRUCTION AND REDUCE ROAD CLOSURE/DETOUR DURATIONS, THE CONTRACTOR SHALL

CENTER DRIVE CAN NOT BE CLOSED WITHIN THE SAME CLOSURE PERIOD.

PERMITTED FROM TWO HOURS AFTER THE LATEST PARK CLOSURE TIME UNTIL 6 AM. EASTBOUND AND WESTBOUND EPCOT

REQUESTS SHALL BE SUBMITTED A MINIMUM OF 2 WEEKS PRIOR TO ANY CLOSURES. ROAD AND RAMP CLOSURES ARE ONLY

4. THE CONTRACTOR SHALL COORDINATE ALL ROAD AND RAMP CLOSURES WITH THE OWNER'S REPRESENTATIVE FOR APPROVAL.

EPCOT CENTER DRIVE.

BE IMPLEMENTED DURING OVERHEAD INSTALLATION AND DEMOLITION OF THE EXISTING OVERHEAD SIGN STRUCTURES ON

3. THE CONTRACTOR SHALL USE STANDARD FDOT INDEXES FOR SHOULDER WORK. ROAD CLOSURES AND DETOUR PLAN WILL ONLY

AND REMOVAL OF ALL DEVICES REQUIRED TO FACILITATE THE MOT.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN PROVISION, INSTALLATION, MAINTENANCE

HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS AND FEDERAL

1. ALL MAINTENANCE OF TRAFFIC (MOT) SHALL BE IN ACCORDANCE WITH THE LATEST APPLICABLE SECTIONS

MOT NOTES:

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State of Florida

Stephen W. Dickison

EPCOT

CENTER DR

EB EPCOT

DETOUR

CLOSED

EXIT

EPCOT

CENTER D

R

EB E

PCOT

DET

OUR

EPCOT

CENTER D

R

EB E

PCOT

DET

OUR

EPCOT

CENTER D

R

EB E

PCOT

DET

OUR

E P C O T

C E N T E R D

R

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P C

T O

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N T E R D

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R E B E

P C

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E P C

O T

D E T

O U

R

E P C O T

D E T O

U R

C E N T E R D

R

E B E

P C

T O

U R

EPCOT

DETOUR

E P C

O T

D E

T O

U R

E N

D D

E T

O U

R

END

DETOUR

E P C

O T

C E

N T E R D

R

E B E

P C

T O

U R

LEGEND

Work Zone Sign

Message Sign Portable Changeable (Variable)

Type III Barricade

Channelizing Device (See Index 102-600)

LEGEND

Work Zone Sign

Message Sign Portable Changeable (Variable)

Type III Barricade

Channelizing Device (See Index 102-600)

EPCOT

DETOUR

O T

-1 R

E P

L A

C E

M E

N T

D E

T O

U R

P L

S-13

LEGEND

RAMP CLOSURE

DETOUR ROUTE

SB WORLD DRIVE DETOURS

FROM

EB EPCOT CENTER DRIVE ACCESS

AND

EPCOT RESORT ENTRANCE

EPCOT ENTRANCE PLAZA

RAMP CLOSURE

EB EPCOT CENTER DR.

SB WORLD DR. TO

REPLACEMENT

OT-1 SIGN TRUSS

PCMS #3

TYPE III BARRICADE

RESORT

BROADWALK

RESORT

SWAN

E P C

O T R

E S

O R T S B

L V

D

BUENA VISTA DR.

V I C

T O

Y

W

Y

C H

E L

O N I A

P

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Y

B A

C K

S T

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E

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N

B O

N N

E T

C

R E

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P

K W

Y

DISNEY VACATION CLUB

RESORT

ORLEANS

PORT

E P

C O

T

C

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T E

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D

R

EPCOT

E P

C O

T

R

E S

O R

T S

B

L V

D

W O

R L

D

D

R

RESORT

DOLPHIN

RESORT

CLUB

BEACH

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Stephen W. Dickison

END

DETOUR

E N

D

D E T O

U R

LEGEND

Work Zone Sign

Message Sign Portable Changeable (Variable)

Type III Barricade

Channelizing Device (See Index 102-600)

LEGEND

Work Zone Sign

Message Sign Portable Changeable (Variable)

Type III Barricade

Channelizing Device (See Index 102-600)

END

DETOUR

D E T O

U R

S B W

O R

LD

D

R

D E T

O U

R

N B W

O R L D D

R

E P C

O T

S B W

O R L D D

R D

E T

O U

R

D E T O

U R

N B /S

B

W O R

LD

D

R

E P C

O T

D E

T O

U R

N B /S

B

W O

R L D D

R

E P C

O T

D E T

O U

R N

B /S

B W

O R L D D

R E P C

O T

D E T

O U

R N B /S

B W

O R L D D

R E P C

O T

D E T O

U R

N B /S

B

W O R

LD

D

R

E P C

O T

DET

OUR

NB/S

B

WORLD D

R

DET

OUR

NB/S

B

WORLD D

R

DETOUR

NB/SB

WORLD DR

EPCOT

DETOUR

DETOUR

NB/SB

WORLD DR

CLOSED

EXIT

C L O S E

D

E X

IT

C L O S E

D

E X

IT

D E T

O U

R

N B /S

B

W O

R L D D

R

D E T O

U R

V A C

A T

IO

N C

LU

B

DETOUR

VACATION CLUB

O T

-2 R

E P

L A

C E

M E

N T

D E

T O

U R

P L

A N

S-14

N

LEGEND

RAMP CLOSURE

DETOUR ROUTE

DETOURS

WB EPCOT CENTER DRIVE

FROM

WORLD DRIVE ACCESS

AND

EPCOT RESORT EXIT

TO NB WORLD DRIVE

TO SB WORLD DRIVE

RAMP CLOSURE

NB/SB WORLD DRIVE

EPCOT EXIT TO

RAMP CLOSURE

SB WORLD DRIVE

NB EPCOT CENTER DR. TO

RAMP CLOSURE

TO NB WORLD DRIVE

WB EPCOT CENTER DR.

REPLACEMENT

OT-2 SIGN TRUSS

FOR DETOUR DETAILS

ON "DETOUR PLAN"

SEE INSET GRAPHIC

TYPE III BARRICADE

PCMS #1

PCMS #1

TYPE III BARRICADE

RESORT

BROADWALK

RESORT

SWAN

E P C

O T R

E S

O R T S B

L V

D

BUENA VISTA DR.

V I C

T O

Y

C H

E L

O N I A

P

K W

Y B

A C

K S

T A

G E

L

N

B O

N N

E T

C

R E

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P

K W

Y

DISNEY VACATION CLUB

RESORT

ORLEANS

PORT

E P

C O

T

C

E N

T E

R

D

R

EPCOT

E P

C O

T

R

E S

O R

T S

B

L V

D

W O

R L

D

D

R

RESORT

DOLPHIN

RESORT

CLUB

BEACH

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N

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State of Florida

Stephen W. Dickison

WB CLOSURE

EPCOT CENTER DRIVE (ECD)

D

IS

NEY

VACATI

ON

CLUB

W

AY

OVERPASS ROAD

B

V D

E C

D

O F

F

R

A M

P

D E

T O

U R

V A C

A T

IO

N C

L U

B D

E T

O U

R

N B /S

B

W O

R L D D

R

E P C

O T

DETOUR

VACATION CLUB

DETOUR

NB/SB

WORLD DR

DETOUR

NB/SB WORLD DR

DETOUR

NB/SB

WORLD DR

LEGEND

Work Zone Sign

Message Sign Portable Changeable (Variable)

Type III Barricade

Channelizing Device (See Index 102-600)

LEGEND

Work Zone Sign

Message Sign Portable Changeable (Variable)

Type III Barricade

Channelizing Device (See Index 102-600)

END

DET

OUR

EPCOT

DETOUR

NB/SB

WORLD DR

DETOUR

NB/SB WORLD DR EPCOT

D E

T O

U R

V A C

A T

IO

N C

L U

B

NB/S

BWORLD D

REPCOT

VACATIO

N C

LUB

DET

OUR

D E T O

U

RN

B /S

B

W O R

LD

D

R

E P C O T

V A C A T

IO

N C

LU

B

C L O S E

D E

X

IT

N B /S

B W

O R

LD

D

R E P C

O T

D E T O

U R

O T

-2 R

E P

L A

C E

M E

N T

D E

T O

U R

P L

A N

S-15

N

THE ECD OFF RAMP ONTO BVD.

THE TWO (2) RIGHT LANES WILL BE FORCED TO TAKE

OUTERMOST LANES.

BE CLOSED AND TRAFFIC SHIFTED TO THE TWO

LANES (LANES CLOSEST TO GRASS MEDIAN) WILL

PER FDOT INDEX 102-613. THE TWO INNERMOST

A DOUBLE DOUBLE LANE SHIFT SHOULD BE USED

LEGEND

RAMP CLOSURE

DETOUR ROUTE

PCMS #1

B A

C K

S T

A G

E

L

N

DI

SNEY

VACATI

ON

CLUB

C H

E L O

N I A

P

K