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License No. 68534

Professional Engineer

State of Florida

CHRISTOPHER P. BRADEN

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SHEET DESCRIPTION

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S-40

EROSION CONTROL DETAILS

WALL DATA TABLE

STEEL SHEET PILE WALL DETAILS

REPORT OF CORE BORINGS

BORING LOCATION PLAN

PLAN AND ELEVATION

GENERAL NOTES 2 OF 2

GENERAL NOTES 1 OF 2

SIGNATURE SHEET

KEY SHEET

ORLANDO, FL 32801

618 E. SOUTH STREET - SUITE 700

GAI CONSULTANTS, INC.

P.E. NO.: 68534

CHRISTOPHER P. BRADEN, P.E.

BID PLANS

CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT

CONTRACT PLANS

S-40 EROSION REPAIR

SHEET NO.

MANDEE BRANDT

CFTOD PROJECT MANAGER:

ORLANDO, FL 32801

618 E. SOUTH STREET - SUITE 700

GAI CONSULTANTS, INC.

P.E. NO.: 67350

CHRISTOPHER J. KNOX, P.E.

ORLANDO, FL 32814

919 LAKE BALDWIN LANE

CONSULTANTS, INC.

GEOTECHNICAL AND ENVIRONMENTAL

P.E. NO.: 71571

CRAIG G. BALLOCK, P.E.

INDEX OF PLANS

ENGINEER OF RECORD:

STRUCTURE PLANS

ENGINEER OF RECORD:

DRAINAGE PLANS

ENGINEER OF RECORD:

GEOTECHNICAL PLANS

STATE OF

No 71571

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License No. 68534

Professional Engineer

State of Florida

CHRISTOPHER P. BRADEN

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STATE OF

No 67350

ESNECIL X

ONK J

REHPOTSIR

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NIGNE LANOIS

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ADIROL

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STATE OF

No 68534

ESNECIL

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SHEET NO. SHEET DESCRIPTION

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

BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL

CHRISTOPHER P. BRADEN, P.E. NO. 68534

ORLANDO, FL 32801

618 E. SOUTH STREET - SUITE 700

GAI CONSULTANTS, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

SHEET NO. SHEET DESCRIPTION

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

BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL

CHRISTOPHER J. KNOX, P.E. NO. 67350

ORLANDO, FL 32801

618 E. SOUTH STREET - SUITE 700

GAI CONSULTANTS, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

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

BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL

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

ORLANDO, FL 32814

919 LAKE BALDWIN LANE

CONSULTANTS, INC.

GEOTECHNICAL AND ENVIRONMENTAL

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

SHEET NO. SHEET DESCRIPTION

WALL DATA TABLE

STEEL SHEET PILE WALL DETAILS

PLAN AND ELEVATION

GENERAL NOTES 2 OF 2

GENERAL NOTES 1 OF 2

SIGNATURE SHEET

KEY SHEET

EROSION CONTROL DETAILS

SIGNATURE SHEET

REPORT OF CORE BORINGS

BORING LOCATION PLAN

SIGNATURE SHEET

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License No. 68534

Professional Engineer

State of Florida

CHRISTOPHER P. BRADEN

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1. ELEVATIONS ARE MEASURED RELATIVE TO THE NGVD 29 DISNEY GRID.

DATUM:

REFERENCED TO WALT DISNEY WORLD COORDINATE SYSTEM.

1. HORIZONTAL COORDINATES ARE SHOWN IN DECIMAL FEET AND ARE

COORDINATE SYSTEM:

WITH P&E PRIOR TO INSTALLATION TO MINIMIZE BLOCKING OF FLOW.

IN ANY WAY. A SHEET PILE INSTALLATION PLAN SHALL BE COORDINATED

9. CONTRACTOR IS NOT ALLOWED TO BLOCK, LOAD OR RESTRICT GATE FUNCTION

CONTRACTOR TO TAKE CARE NOT TO DAMAGE EQUIPMENT.

8. USGS EQUIPMENT IS LOCATED WITHIN THE VICINITY OF THE PROJECT.

THE PROJECT ARE IMMEDIATELY AVAILABLE AND/OR ARE ON SITE.

7. CONTRACTOR WILL NOT COMMENCE WORK UNTIL ALL MATERIALS NEEDED FOR

WILDLIFE HAVE BEEN KNOWN TO DAMAGE EXPOSED ITEMS.

END OF EACH DAY. IT IS ALSO RECOMMENDED TO COVER EQUIPMENT AS

6. CONTRACTOR SHALL SECURE AND SAFE UP EQUIPMENT AND MATERIAL AT THE

DISPOSAL.

ALL CONSTRUCTION DEBRIS SHALL BE HAULED OFFSITE FOR PROPER

DAMAGE TO THE SITE AND EMBANKMENTS AND RE-SOD WITH BAHIA GRASS.

ON THE SITE AND RESTORE TO ITS ORIGINAL CONDITION. RESTORE ANY

5. UPON COMPLETION OF THE PROJECT, CLEAN UP ANY CONSTRUCTION DEBRIS

LAKE BUENA VISTA, FL 32803

1920 EAST BUENA VISTA DR, SUITE A

CFTOD PLANNING AND ENGINEERING

UTILITY CONTACTS:4.

PROCESSED THROUGH THE RCES CONTROL ROOM AT 407-824-4185.

E. AFTER 4:00 PM AND ON WEEKENDS, EMERGENCY LOCATES WILL STILL BE

CENTER.

PERSON AT THE EPCOT CENTRAL ENERGY PLANT LOCATED AT EPCOT

WDW.RCES.UTILITY.LOCATES@DISNEY.COM, VIA FAX TO 407-560-5640, OR IN

THE SUBMITTAL MAY BE MADE VIA EMAIL TO

SUBMITTED BY THE CONTRACTOR TO REEDY CREEK ENERGY SERVICES.

D. THE MAP ALONG WITH THE SUNSHINE TICKET NUMBER MUST BE

MAP.

PROPOSED PROJECT AND WRITE THE SUNSHINE TICKET NUMBER ON THE

C. THE CONTRACTOR SHALL PREPARE A MAP SHOWING THE LIMITS OF THE

GIVEN A TICKET NUMBER THAT MUST BE RETAINED.

B. AFTER COMPLETING THE SUBMISSION PROCESS, THE CONTRACTOR WILL BE

TICKET.

(800-432-4770) OR VISITING HTTP://WWW.SUNSHINE811.COM. TO SUBMIT A

A. THE CONTRACTOR SHALL CONTACT SUNSHINE 811 BY CALLING 811

LOCATES AT LEAST 72 HOURS PRIOR TO CONSTRUCTION:

3. THE CONTRACTOR SHALL UTILIZE THE FOLLOWING STEPS TO SECURE UTILITY

UTILITIES.

FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND

THE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR IS TO COORDINATE

ARE APPROXIMATE ONLY; THE EXACT LOCATION SHALL BE DETERMINED BY

PERMITS AS APPLICABLE. THE LOCATION OF UTILITIES SHOWN IN THE PLANS

CONSTRUCTION ACTIVITIES FOR DIG PERMIT, ELECTRICAL PERMIT, OR OTHER

2. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY

CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES.

1. ALL SURVEY AND PUBLIC LAND CORNERS WITHIN THE LIMITS OF

GENERAL NOTES:

I. JOB HAZARD ANALYSIS (JHA).

H. EQUIPMENT TO BE UTILIZED IN PERFORMANCE OF THE WORK.

G. PERSONNEL NAMES TO BE WORKING ONSITE.

F. DIVE PLAN.

E. SEVERE WEATHER PLAN.

D. JOB HAZARDS PRESENT AND HOW TO MITIGATE.

C. SUMMARY OF WORK TO BE PERFORMED.

B. CONTRACT AND TWO NUMBERS AND PROJECT NAME.

A. CONTRACTOR COMPANY NAME AND CONTACT INFORMATION.

PLAN SHALL INCLUDE THE FOLLOWING:

OWNER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK.

1. CONTRACTOR TO PROVIDE PROJECT SPECIFIC SAFETY PLAN (PSSP) TO

PROJECT SPECIFIC SAFETY PLAN:

STRUCTURE.

ALL TIMES ARE BELOW WEIGHT RESTRICTION TO AVOID DAMAGING

LOAD. CONTRACTOR SHALL ENSURE EQUIPMENT, MATERIALS, AND LOADS AT

RESTRICTIONS OF 16,000 LBS PER WHEEL LOAD AND 32,000 LBS PER AXLE

9. THE BRIDGE AT S-40 IS RATED AS AN HS-20 AND HAS WEIGHT

BRIDGE. CONTRACTOR TO USE CAUTION WITH GUY WIRES FOR POLE.

8. CONTRACTOR TO BE AWARE OF A MONOPOLE TOWER LOCATED ON THE S-40

AT ALL TIMES WHEN NOT NEAR GATES.

THAT THE GATES AT US 192 AND THE S-40 STRUCTURE REMAIN LOCKED

7. CONTRACTOR WILL NEED TO PROVIDE COMBINATION LOCKS AND ENSURE

ANY WAY. FISHING IS PROHIBITED ON DISTRICT PROPERTY.

6. CONTRACTOR SHALL NOT FISH, FEED, CAPTURE OR HARASS WILDLIFE IN

TO ENSURE THAT A LICENSED TRAPPER IS ON-SITE.

JUNE). ANY “IN-WATER” ACTIVITIES SUCH AS DIVING, ETC., CONTRACTOR IS

TRAPPER MAY BE REQUIRED, ESPECIALLY DURING MATING SEASON (APRIL-

CONTRACTOR TO USE EXTREME CAUTION. ASSISTANCE FROM A LICENSED

5. DUE TO THE WILDLIFE PRESENT WITHIN THE PROJECT’S VICINITY,

STORED WITHIN THE ADJACENT WETLANDS.

AREAS AS DIRECTED BY CFTOD. NO MATERIALS OR EQUIPMENT SHALL BE

THE SURROUNDING AREA. LAYDOWN AND PARKING AREA ARE LIMITED TO

BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE IMPACTS TO

4. THE SITE IS LOCATED WITHIN AN ENVIRONMENTALLY SENSITIVE AREA.

AND MATERIAL.

CONTRACTOR TO COORDINATE WITH CFTOD COMPLIANCE FOR LOCATIONS

TO ACCESSING SITE, DURING CONSTRUCTION, AND FINAL CLOSE-OUT.

3. CONTRACTOR MAY NEED TO FILL ANY POTHOLES OR ERODED AREAS PRIOR

POTHOLES.

ROADWAY THAT IS NOT LEVEL, HAS SHARP BENDS, AND MAY CONTAIN

2. ALL EQUIPMENT MUST BE ABLE TO TRANSVERSE AN UNPAVED ACCESS

PROJECT SITE VIA AN UNPAVED ACCESS LEVEE.

192. IT TAKES APPROXIMATELY 30 MINUTES FROM GATE TO REACH

1. THE S-40 STRUCTURE IS ACCESSIBLE THRU A GATED ACCESS OFF OF U.S.

SITE CONSTRAINTS:

FABRIC. REMOVE AND REPLACE IF FABRIC IS DAMAGED OR TORN.

4. USE CAUTION WHEN PLACING THE BANK AND SHORE TO AVOID TEARING THE

3. SPLICE LENGTH SHALL BE 2'-0" MINIMUM.

2. RIPRAP INSTALLATION WILL REQUIRE AN INSPECTION BY CFTOD COMPLIANCE.

RIPRAP/BEDDING STONE.

204, GROUP 2. ALL GRADATION WILL NEED TO MEET FDOT SPEC 530 FOR THE

QUARTZITE (NO LIMESTONE OR CRUSHED CONCRETE), THE MEET FDOT SPEC

COMPOSED OF NON-CALCEROUS MATERIALS INCLUDING GRANITE, GNEISS, OR

1. THE RIPRAP (BANK AND SHORE PROTECTION) AND BEDDING STONE SHALL BE

RIPRAP:

DEPARTMENT OF TRANSPORTATION STANDARD PLANS.

EDITION OF UNIFORM TRAFFIC CONTROL DEVICES AND THE FLORIDA

TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE LATEST

2. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY

GATE DIRECTLY BY CROSSING INTERSECTION.

1. ALL LARGE VEHICLES ARE TO ARRIVE VIA INTERNATIONAL DRIVE AND ENTER

MOT/TTC:

COMPLIANCE.

2. CONTRACTOR TO OBTAIN EROSION CONTROL APPROVAL THROUGH P&E

LARGE EQUIPMENT DELIVERIES.

1. CONTRACTOR WILL BE REQUIRED TO OBTAIN A FDOT MOT PERMIT FOR ANY

PERMITS/APPROVALS:

WITH CFTOD P&E.

NGVD DISNEY GRID AND NAVD 88 DATUMS. LOCATION TO BE COORDINATED

2. CONTRACTOR TO INSTALL PERMANENT BENCH MARK TO STRUCTURE FOR 1929

RIPRAP IN THEIR FINAL CONDITION ONCE CONSTRUCTION IS COMPLETED.

1. CONTRACTOR TO SUPPLY AS-BUILT PLANS FOR PERMANENT SHEET PILE AND

CONTRACTOR NOTES:

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License No. 68534

Professional Engineer

State of Florida

CHRISTOPHER P. BRADEN

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INTERFACE TO PREVENT PIPING.

PROVIDE TIGHT INTERLOCKS. SEAL ANY OPEN JOINTS/GAPS AT THE APRON 3.

SHOWN.

SHEET PILE SHALL BE DRIVEN/PLUMBED TO THE MINIMUM TIP ELEVATION 2.

ACT AS A CUTOFF WALL AND PREVENT FURTHER UNDERMINING.

SHEET PILE SHALL BE INSTALLED TO THE LINE AND LENGTH SHOWN TO 1.

SHEET PILE NOTES:

4. CFTOD LAND DEVELOPMENT REGULATIONS (LDR) APPLY TO THIS PROJECT.

DESIGN STANDARDS DATED 2026-27.

3. FOR STANDARDS AND DETAILS NOT SHOWN IN THE PLANS, SEE FDOT

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

2. ALL MATERIALS, CONSTRUCTION METHODS, AND TESTING SHALL BE IN

SECTION 971 – EXCAVATABLE FLOWABLE FILL

SECTION 570 – EROSION CONTROL

SECTION 400 – CONCRETE STRUCTURES

SECTION 455 – SHEET PILING

SECTION 120 – EXCAVATION AND EMBANKMENT

TO:

SPECIFICATIONS AND APPLICABLE SECTIONS, INCLUDING BUT NOT LIMITED

PERFORM WORK IN ACCORDANCE WITH THE LATEST FDOT STANDARD 1.

APPLICABLE SPECIFICATIONS AND CRITERIA:

DIRECTION BEFORE PROCEEDING.

DISTRESS IS OBSERVED, STOP WORK AND NOTIFY THE ENGINEER FOR

EXTENT. IF VOIDS EXTEND BEYOND PLAN LIMITS OR IF ADDITIONAL

THE VOID HEIGHT IS ESTIMATED TO BE ~2 FT WITH UNKNOWN LATERAL 2.

APPROVED METHODS.

EXPLORATORY EXCAVATIONS WHERE FEASIBLE, AND/OR OTHER ENGINEER-

FULL EXTENT OF UNDERMINING BY PROBING/RODDING, SMALL

PRIOR TO ANY FILLING, CONTRACTOR SHALL LOCATE AND DELINEATE THE 1.

FIELD VERIFICATION/LIMITS OF UNDERMINING:

SEASON, NOVEMBER THROUGH MAY.

DURING OPERATIONS. ALL WORK TO BE COMPLETED DURING THE DRY

4. WORK IS TO BE COMPLETED IN THE WET, FLOW CANNOT BE BLOCKED

APRON FROM UPLIFT/CRACKING DURING FILLING OPERATIONS.

EXISTING APRON THICKNESS VARIES. CONTRACTOR SHALL PROTECT THE 3.

UNDERMINING.

INSTALLED ALONG THE WINGWALLS TO FURTHER MITIGATE ANY POTENTIAL

SUPPORT AND PREVENT FURTHER SOIL LOSS. RIP RAP WILL ALSO BE

FILLING EXISTING UNDERMINED VOIDS BENEATH THE APRON TO RESTORE

DOWNSTREAM/PERIMETER EDGE OF THE EXISTING OUTFALL APRON AND

REPAIR CONSISTS OF INSTALLING STEEL SHEET PILE CUTOFF ALONG THE 2.

70.50-FT NGVD DISNEY GRID.

THE UPSTREAM ELEVATION AT 69.50-FT NGVD AND THE WESTERN GATE AT

IT IS A DUAL GATE STRUCTURE WHERE THE EASTERN GATE CONTROLS

ELEVATION OF THE WATER LEVEL UPSTREAM AT A CONSTANT ELEVATION.

AN AUTOMATIC WATER CONTROL STRUCTURE THAT MAINTAINS THE

40 WATER CONTROL STRUCTURE. THE S-40 STRUCTURE IS AN AMIL GATE,

1. UNDERMINING IS OCCURRING ALONG THE DOWNSTREAM APRON OF THE S-

WORK DESCRIPTION:

THE CANAL.

DOCUMENTS AND PERMITS. PREVENT DISCHARGE OF UNCURED MATERIAL INTO

PROVIDE TURBIDITY/SEDIMENT CONTROLS AS REQUIRED BY THE CONTRACT 2.

LOW-FLOW CONDITIONS.

WITH WEATHER AND MAINTAIN BEST EFFORT TO PERFORM FILLING DURING

CANAL FLOW IS RAINFALL-DRIVEN; CONTRACTOR SHALL COORDINATE WORK 1.

FLOW/WATER CONTROL AND ENVIRONMENTAL PROTECTION:

IN ACCORDANCE WITH PROJECT EROSION CONTROL REQUIREMENTS.

PROVIDE SURFACE STABILIZATION/EROSION CONTROL AFTER CONSTRUCTION 2.

REQUIREMENTS.

RESTORED WITH SUITABLE MATERIAL AND COMPACTED PER FDOT

ANY DISTURBED AREAS ADJACENT TO THE APRON AND SHEET PILE SHALL BE 1.

SUBGRADE/BACKFILL STABILIZATION:

THE ENGINEER.

IF CRACKING/SPALLING OCCURS, STOP PUMPING IMMEDIATELY AND NOTIFY 3.

AND NOTIFY THE ENGINEER.

IF VERTICAL MOVEMENT EXCEEDS 1/4 INCH, STOP PUMPING IMMEDIATELY 2.

APRON MOVEMENT.

DURING FILLING OPERATIONS, CONTRACTOR SHALL CONTINUOUSLY MONITOR 1.

UPLIFT / SLAB PROTECTION MONITORING:

IS TO BE REPAIRED, AND PORT TO BE RELOCATED.

CONTRACTOR CORE INTO REBAR, CORING IS TO STOP IMMEDIATELY, THE HOLE

THAT THEY DO NOT DAMAGE THE REBAR PRESENT IN THE APRON. SHOULD

8. CONTRACTOR TO USE MINIMAL PORT SIZES AND IS TO LOCATE PORTS SUCH

SHALL HAUL OFF WITH LINED DUMP TRUCKS.

SITE OFF SITE. IF SOIL IS UNABLE TO BE DRIED OUT ON SITE, CONTRACTOR

7. IF DEBRIS IS REMOVED, TRANSPORT ANY SEDIMENT/DEBRIS TO A DISPOSAL

ITEM.

FILL. THIS WILL BE INCLUDED UNDER THE CLEANING AND GRUBBING PAY

WITHIN THE VOID UNDERNEATH THE APRON PRIOR TO PLACING FLOWABLE

6. CONTRACTOR TO BE AWARE OF THE POTENTIAL NEED TO REMOVE DEBRIS

PRESSURE CONTROL, AND MONITORING) TO THE ENGINEER PRIOR TO WORK.

CONTRACTOR SHALL PROVIDE A PLACEMENT PLAN (PORTS, SEQUENCING, 5.

AT ADJACENT PORTS/EDGES INDICATING FULL ENCAPSULATION.

PROGRESS UPWARD/OUTWARD UNTIL REFUSAL OR UNTIL MATERIAL RETURNS

PLACE FLOWABLE FILL STARTING AT THE LOWEST ACCESSIBLE POINT AND 4.

THE APRON.

SHALL BE CONTROLLED TO PREVENT UPLIFT, DISPLACEMENT, OR CRACKING OF

DO NOT USE HIGH-PRESSURE INJECTION. PUMPING RATE AND PRESSURE 3.

SEGREGATION, WASHOUT, AND DISPLACEMENT OF THE EXISTING APRON.

AND SHALL BE PLACED BY PUMPING (TREMIE OR INJECTION) TO PREVENT

FLOWABLE FILL SHALL BE SUITABLE FOR PLACEMENT IN WET CONDITIONS 2.

VOID UNDERNEATH APRON.

MEETING FDOT REQUIREMENTS. FOR BIDDING PURPOSES, ASSUME A 70'x16'x3'

FILL ALL VOIDS BENEATH THE APRON WITH EXCAVATABLE FLOWABLE FILL 1.

VOID FILL MATERIAL AND PLACEMENT:

COMPLIANCE.

ANY AND ALL DEWATERING AND/OR PUMPING IS TO BE PERMITTED WITH CFTOD

CFTOD COMPLIANCE.

ADDITIONAL EROSION CONTROLS MAY BE REQUIRED AT THE DISCRETION OF

THESE RESTRICTIONS.

RESPONSIBILITY OF THE LANDOWNER OR ITS DESIGNEE TO INQUIRE ABOUT

DEVICE(S) MAY INCREASE ENVIRONMENTAL DEGRADATION. IT IS THE

MANAGEMENT PRACTICES DUE TO POOR PERFORMANCE OR BECAUSE THE

CFTOD MAY ELECT TO RESTRICT OR PROHIBIT CERTAIN EROSION CONTROL BEST

WORKING CONDITION AT THE END OF EACH WORKDAY.

ALL SEDIMENT, EROSION, AND TURBIDITY CONTROL MEASURES SHALL BE IN

EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY.

DETERMINE THE EFFECTIVENESS OF SEDIMENT AND EROSION CONTROL

DAILY INSPECTIONS SHALL BE MADE BY THE GENERAL CONTRACTOR TO

CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT.

HAY BALES ARE NOT ALLOWED AS AN EROSION CONTROL DEVICE WITHIN THE

COMPARABLE DEVICES.

PILES, PORTABLE COFFERDAMS, INFLATABLE WATER STRUCTURES, AND OTHER

ERODIBLE MATERIALS. MATERIALS COMMONLY APPROVED BY CFTOD ARE SHEET

WATER BODIES. DITCH BLOCKS OR DAMS MUST BE COMPOSED OF NON-

ERODIBLE MATERIAL TO BE PLACED IN LIVE STREAMS, CANALS, OR ACTIVE

CFTOD DOES NOT ALLOW EARTHEN DITCH BLOCKS OR DAMS OR OTHER

WORK STOPPAGE.

FROM THIS PROCEDURE MAY RESULT IN AN IMMEDIATE REQUIREMENT FOR

OBTAINED FROM CFTOD DESIGNATED COMPLIANCE PERSONNEL. ANY DEVIATION

PREVENTION MEASURES MAY BE DONE ONLY AFTER AUTHORIZATION IS

CONSTRUCTION ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND

APPROVED BY CFTOD DESIGNATED COMPLIANCE PERSONNEL PRIOR TO ANY

ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND

PLACEMENT.

AND APPROVED BY CFTOD DESIGNATED COMPLIANCE PERSONNEL PRIOR TO

ALTERNATE EROSION PREVENTION AND CONTROL DEVICES MUST BE REVIEWED

DISCHARGE FROM THE CONSTRUCTION SITE WILL BE REQUIRED. ALL

METHODS FOR MAINTAINING STATE WATER QUALITY STANDARDS FOR

THE EROSION CONTROL PLAN PROVE NOT TO BE EFFECTIVE, ALTERNATE

IN THE EVENT THAT EROSION PREVENTION AND CONTROL DEVICES SHOWN IN

STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTORS HANDBOOK.

WITH THE CFTOD LAND DEVELOPMENT REGULATIONS AND THE FLORIDA

ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE IN ACCORDANCE

AND FEDERAL LAW, SHALL BE IMPLEMENTED.

SPECIFIED IN THE PLAN, THAT IS REQUIRED TO COMPLY WITH LOCAL, STATE,

THE MINIMUM STANDARDS. ANY EROSION CONTROL MEASURE BEYOND THAT

THE MEASURES SET FORTH IN THE EROSION CONTROL PLAN ARE INTENDED AS

PRE-CONSTRUCTION MEETING PRIOR TO COMMENCEMENT OF CONSTRUCTION.

CONTRACTOR SHALL NOTIFY CFTOD COMPLIANCE PERSONNEL OF THE PROJECT

FROM MEETING ALL LOCAL, STATE, AND FEDERAL DISCHARGE STANDARDS.

PROPOSED PLAN BY CFTOD DOES NOT RELIEVE THE GENERAL CONTRACTOR

BEFORE PROCEEDING WITH PROJECT CONSTRUCTION. APPROVAL OF THE

SWPPP MUST BE RECEIVED FROM CFTOD PRIOR TO SUBMITTING TO FDEP AND

WRITTEN APPROVAL OF THE EROSION CONTROL PLAN, NOI AND NARRATIVE

EROSION CONTROL:

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License No. 68534

Professional Engineer

State of Florida

CHRISTOPHER P. BRADEN

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AREA

LAYDOWN

CONSTRUCTION

EDGE OF WATER

TOP OF BANK

EXISTING CONCRETE APRON

EDGE OF WATER

TOP OF BANK

WALL (TO BE REMOVED)

EXISTING SHEET PILE

REMOVED)

PILE WALL (TO BE

EXISTING SHEET

PILE WALL

STEEL SHEET

FENCE (TYP.)

EXISTING

EXISTING GUARDRAIL (TYP.)

MUD LINE

EXISTING WINGWALL

EXISTING WINGWALL

EXISTING CONCRETE APRON

EXISTING CONCRETE APRON

EXISTING GUARDRAIL (TYP.)

MIN TIP EL. 18.000

(RIPRAP NOT SHOWN FOR CLARITY)

STRUCTURE

DRAINAGE

EXISTING

STEEL SHEET PILE WALL

STRUCTURE S-40

EXISTING DRAINAGE

EL. 67.000

WALL BEND

EL. 67.000

WALL BEND

GROUND (TYP.)

EXISTING

"21

'-9

"2

55'-10

"2

18'-9

E 24627.964

N 11446.142

WALL BEND

E 24680.355

N 11465.590

WALL BEND

E 24699.137

N 11465.962

WALL BEND

E 24680.213

N 11466.337

WALL BEND

E 24614.188

N 11440.893

BEGIN WALL

E 24694.336

N 11470.491

END WALL

EL. 71.000

BEGIN WALL

EL. 60.000

WALL BEND

EXISTING CONCRETE APRON

EL. 60.000

WALL BEND

EL. 71.000

END WALL

(T Y

P

PLAN

A

A

NOTES

CONTROL DETAILS" SHEET.

2. FOR SLOPE PROTECTION, SEE "EROSION

"STEEL SHEET PILE WALL - DETAILS" SHEET.

1. FOR SECTION A-A AND SECTION B-B, SEE

ELEVATION

FLOW

B

O

R

IN

G L

O C

A T

IO

N

P L

A N

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S

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B

Y D

A T

E R

E A

S O

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C T

D R

A W

N

M F

M

A P

P R

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E D

C

G B

D A

T E

License No. 71571

Professional Engineer

State of Florida

CRAIG G. BALLOCK, P.E.

S E

R O

S I O

N R

E P

A I R

W A

T E

R C

O N

T R

O L

S T

R U

C T

U R

E S

R

L A

N D

O

F L

L

A K

E B

A L

D W

IN

L

A N

E

C O

N S

U L

T A

N T

S

IN

C

G E

O T

E C

H N

IC

A

L A

N D

E N

V

IR

O N

M E

N T

A L

Feet

0 50 200

Feet

0 50

FIGURE 2

50/2" NUMBER OF BLOWS FOR 2 INCHES OF PENETRATION

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: 25 SOUTH

RANGE: 28 EAST

LEGEND

BT

TOP OF DRILL RIG DECK INDICATED

BORING TERMINATED AT DEPTH BELOW

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

SECTION: 30

STEEL: SLIGHTLY AGGRESSIVE

CONCRETE: SLIGHTLY AGGRESSIVE

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:

DAMAGE/DEFORMATION DURING INSTALLATION THROUGH HARD LAYERS.

USE SPECIALIZED EQUIPMENT AND/OR PROCEDURES AS NECESSARY TO FACILITATE INSTALLATION TO PREVENT

INSTALLATION. EXPECT TO ENCOUNTER THESE TYPES OF MATERIAL AT ALL SHEET PILE WALL LOCATIONS AND

LAYERS OF DENSE MATERIAL WERE ENCOUNTERED AT THIS SITE. SUCH MATERIALS CAN CAUSE DIFFICULT

BE PREPARED TO HANDLE ARTESIAN HEAD LEVELS UP TO +33 FEET NAVD88.

SURFACE OF THE FLORIDAN AQUIFER IN THE PROJECT VICINITY IS APPROXIMATELY +30 TO +33 FEET NAVD88.

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

A SUB-METER ACCURACY TRIMBLE GPS UNIT.

THE BORING LOCATIONS WERE NOT SURVEYED. BORING LOCATIONS WERE ESTABLISHED IN THE FIELD USING

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

NOT TO SCALE

N

AIR

W/H/18"

W/H

RIG DECK

TOP OF DRILL

GROUTED

15' OF 3" CASING

BT AT 67'

DATE DRILLED: 1-29-26

DRILLER: M. STEPHENS

RIG TYPE: BARGE CME 45

HAMMER TYPE: AUTOMATIC

LONG: W81.54494°

LAT: N28.27535°

B-1

WATER

D E

P T

H

F T

N

50/3"

50/2"

W/H/18"

RIG DECK

TOP OF DRILL

GROUTED

20' OF 3" CASING

BT AT 62'

DATE DRILLED: 1-30-26

DRILLER: M. STEPHENS

RIG TYPE: BARGE CME 45

HAMMER TYPE: AUTOMATIC

LONG: W81.54504°

LAT: N28.27531°

B-2

D E

P T

H (F

T

-200=5

-200=22

PI=19

LL=33

MC=28

-200=38

PI=42

LL=39

MC=73

-200=79

PERCENT LOSS OF DRILLING FLUID CIRCULATION

100%

SILT, FEW ROCK (SP-SM)

REDDISH BROWN FINE SAND WITH

GRAY SILTY FINE SAND (SM)

GRAY CLAYEY FINE SAND (SC)

GRAY SILTY FINE SAND (SM)

GRAY FAT CLAY WITH SAND (CH)

GRAY SILTY FINE SAND (SM)

LIGHT BROWN FINE SAND (SP)

WATER

AIR

-200=10

PI=5

LL=24

MC=27

-200=23

GRAY FINE SAND WITH SILT (SP-SM)

GRAY SILTY FINE SAND (SM)

GRAY FINE SAND WITH SILT (SP-SM)

GRAY SILTY CLAYEY FINE SAND (SC-SM)

CEMENTED SAND (SM)

GRAY SILTY FINE SAND, MOSTLY

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

AND CLAY

SAND, SILT

100%

CEMENTED SAND (SM)

GRAY SILTY FINE SAND, SOME

CEMENTED SAND

SAND, SILT AND

CLAY

R E

P O

R T

O F

C O

R E

B O

R I N

G S

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C T

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N

M F

M

A P

P R

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E D

C

G B

D A

T E

License No. 71571

Professional Engineer

State of Florida

CRAIG G. BALLOCK, P.E.

S

E

R O

S I O

N R

E P

A I R

W A

T E

R C

O N

T R

O L

S T

R U

C T

U R

E

R

L A

N D

O F

L

L

A K

E B

A L

D W

IN

L

A N

E

C O

N S

U L

T A

N T

S

IN

C

G E

O T

E C

H N

IC

A

L A

N D

E N

V

IR

O N

M E

N T

A L

FIGURE 3

T

E E

L S

H E

E T

P I L

E W

A L

L D

E T

A I L

S

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B

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P R

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C T

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N

C M

M

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P R

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C

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D A

T E

License No. 68534

Professional Engineer

State of Florida

CHRISTOPHER P. BRADEN

S E

R O

S I O

N R

E P

A I R

NOTES

"STEEL SHEET PILE WALL - PLAN AND ELEVATION" SHEET.

1. FOR LOCATIONS OF SECTION A-A AND SECTION B-B, SEE

MUDLINE MUDLINE

PILE WALL

STEEL SHEET

PILE WALL

STEEL SHEET

GROUT FILLED VOID

EXISTING CONCRETE APRON

FORMWORK

TEMPORARY

GROUT FILLED VOID

EXISTING CONCRETE APRON

(MAX.)

10" GAP

(MAX.)

10" GAP

SECTION A-A SECTION B-B

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N

S

N O

B

Y D

A T

E R

E A

S O

N

P R

O J E

C T

D R

A W

N

C M

M

A P

P R

O V

E D

C

P B

D A

T E

License No. 68534

Professional Engineer

State of Florida

CHRISTOPHER P. BRADEN

S E

R O

S I O

N R

E P

A I R

W A

L L

D A

T A

T A

B L

E

ELEVATION

WATER

ELEVATION

SOIL

STEEL SHEET PILE WALL, CANTILEVER DATA TABLE

DESIGN PARAMETERSCONSTRUCTION INFORMATION

fy=39 ksi

(ksi)

A-328 fy=50 ksi

(ksi)

A-572

NOTES

** MINIMUM OF DESIGN GROUND SURFACE OF DESIGN SCOUR DEPTH.

SECTIONS, INCREASE MINIMUM SECTION MODULUS BY 20%.

* MINIMUM SECTION MODULUS IS BASED ON HOT ROLLED SECTIONS. FOR COLD ROLLED

(in�/ft)

SECTION MODULUS

MINIMUM *

SECTION 560.

SOIL ELEVATION (**), WITH COAL TAR-EPOXY IN ACCORDANCE WITH SPECIFICATION

COAT EXPOSED SURFACE OF STEEL SHEET PILES TO 5 FEET BELOW THE FRONT OF WALL 3.

ENVIRONMENTAL CLASSIFICATION IS EXTREMELY AGGRESSIVE.2.

THE WALL TO RESIST CONSTRUCTION LOADS AT A MAXIMUM DEFLECTION OF 1.5 INCHES.

PARAMETERS SHOWN ABOVE, THE CONTRACTOR'S SPECIALTY ENGINEER WILL REDESIGN

WALL ANALYSIS. IF THE CONTRACTOR PLANS OPERATIONS, WHICH EXCEED THE DESIGN

THE DESIGN PARAMETERS INDICATED IN THIS TABLE WERE USED IN THE SHEET PILE 1.

(ft)

WALL

OF

FRONT

(ft)

ELEVATION

WALL TIP

MINIMUM

(ft)

ELEV.

TOP

WALL

(ft)

WALL

OF

FRONT

(ft)

WALL

OF

BACK

(in⁴/ft)

INERTIA

OF

MOMENT

REQUIRED

MINIMUM

(ft)

WALL

OF

BACK

7.8 6.0 84.38 18.0 60.0 55 55 70 70

FILTER FABRIC

OR WINGWALL

SHEET PILE WALL

CONCRETE APRON

7778 78

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License No. 67350

Professional Engineer

State of Florida

CHRISTOPHER J. KNOX

S E

R O

S I O

N R

E P

A I R

E R

O S

I O

N C

O N

T R

O L

D E

T A

I L

S

0 10 30

FILTER FABRIC

RUBBLE RIPRAP (BANK & SHORE)

T (THICKNESS

1'-0" MIN.

2T

5'-0" (MIN.)

SLOPE

TOE OFFILTER FABRIC

VARIES 2'-6" MIN.)

T (THICKNESS

TO ¡ SPLICE

6'-0" MIN.

MIN.

5'-0"

SOD

5'-0"

10'-0"

FILTER FABRIC SPLICE

RE-ESTABLISH SLOPE

FILL AS NEEDED TO

CLEARING & GRUBBING LIMITS

MATCH EXIST.

MATCH EXIST.

CONC. APRON

EXISTING

EDGE OF WATER

PILE WALL

STEEL SHEET

FENCE (TYP.)

EXISTING

EXISTING BRIDGEEXISTING GUARDRAIL (TYP.)

EDGE OF WATER

TYPICAL RIPRAP SECTION

NOTES

BE COORDINATED WITH CFTOD P&E.

APRON. LIMITS OF RIPRAP AND SLOPE STABILIZATION WILL NEED TO

3. CONTRACTOR TO TAKE CARE NOT TO DISTURB THE EXISTING SANDBAG

ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 530.

2. RUBBLE (BANK AND SHORE PROTECTION) TO BE INSTALLED IN

ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 514.

SPECIFICATIONS SECTION 985. SPLICE LENGTH SHALL BE IN

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

EL. 69.5

EL. 69.0

EL. 67.5

MATCH EXIST.

EL. 74.0

EL. 73.0

EL. 74.5

EL. 73.0

EL. 70.0

EL. 66.0

MATCH EXIST.

EL. 69.0

EL. 72.0

EL. 71.0

EL. 72.0

EL. 71.0

EL. 75.0

MATCH EXIST.

EXIST.

MATCH

EL. 60.0 EL. 60.0

SODSOD 1

10'

22'

EDGE OF WATEREDGE OF WATER

EL. 72.0

EL. 71.0

MATCH SLOPE

* ADD FILL TO

N 11551.136, E 24704.038

N 11551.350, E 24543.129

N 11378.898, E 24703.809

N 11379.113, E 24542.900

TYPICAL WALL AND FILTER FABRIC INTERACTION

* EMBANKMENT AREAS TO BE COMPACTED PER FDOT SPECIFICATION SECTION 120.

PROP. FENCE (TYP.)

FENCE (TYP.)

REMOVE EXIST.

EL. 72.5

EL. 70.5

CONSTRUCTION (TYP.)

LIMITS OF

(SEE NOTE 3)

SANDBAG APRON

EXISTING

' 1

VARIES 2'-6"

MIN.)

BEDDING

STONE*

EROSION CONTROL - PLAN

LEGEND

ORANGE SNOW FENCING

FLOATING TURBIDITY BARRIER

SCALE: 1" = 30'

1 2

LIMITS OF CONSTRUCTION COORDINATES

LIMITS OF CONSTRUCTION

DISTURB)

(DO NOT

AREA

SENSITIVE