Jupiter Plantation Ditch Pipe Replacement Structures_Plans_SS.pdf

Engineers Planners

R.J.Behar & Company, Inc.

PALM

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COUNTY OF PALM BEACH

STATE OF FLORIDA

DATE:

BOARD OF COUNTY COMMISSIONERS

NTS

12/24/2025

PROJECT NO.

PBC

PROJECT NO.

RJ BEHAR

12/24/2025 8:27:16 AM $FILES$

MARIA SACHS

MARIA G. MARINO

GREGG K. WEISS JOEL FLORES

MARCI WOODWARD

SARA BAXTER

12788 WEST FOREST HILL BLVD, SUITE 2003B

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FLORID

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DESCRIPTIONSHEET No.

S-11

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INDEX OF STRUCTURAL PLANS

WELLINGTON, FL. 33414

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PROJECT NO. 2022604

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24034

2022604

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

STRUCTURES PLANS

PIPE REPLACEMENT

BOBBY POWELL

SECT. 36, TWP 40S, RNG 42E

LOCATION MAP

12+15.00

BEGIN PROJECT

15+00.00

END PROJECT

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JUPITER PLANTATION DITCH

S-11

S-7 - S-10

S-6

S-4 - S-5

S-3

S-2

S-1

BANK STABILIZATION TREATMENT

SECTION 1-4

REPAIR DETAILS

ENDWALL DETAILS

ENDWALL PLAN

GENERAL NOTES

KEY SHEET

DISTRICT 1

DISRICT 6

MAYOR

DISTRICT 4

VICE MAYOR

DISTRICT 2

DISTRICT 3

DISTRICT 5 DISTRICT 7

ENGINEER'S CERTIFICATION

DEPARTMENT OF TRANSPORTATION.

ENGINEERING DEPARTMENT AND THE STATE OF FLORIDA

AND CRITERIA IN EFFECT ON THIS DATE FOR PALM BEACH COUNTY

ARE IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS

I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN

DATE: PROFESSIONAL ENGINEER #

CONSIDERED WHEN OBTAINING SCALED DATA.

SIZE BY REPRODUCTION. THIS MUST BE

THESE PLANS MAY HAVE BEEN ALTERED IN

ATTENTION IS DIRECTED TO THE FACT THAT

ELECTRONIC COPY.

AND THE SIGNATURE MUST BE VERIFIED ON ANY

DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED

F.A.C. SHEETS S-1 TO S-11. PRINTED COPIES OF THIS

SHEETS IN ACCORDANCE WITH RULE 61G15-23.004

SHALL BE RESPONSIBLE FOR THE FOLLOWING

THE ABOVE NAMED PROFESSIONAL ENGINEER

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

74536

GERARD NAZAIRE JR, P.E.

JC

EA

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

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F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

LOCATION

MINIMUM 28-DAY

COMPRESSIVE

SUMMARY OF QUANTITIES

NO. FDOT ITEM NO. DESCRIPTION

108-2 L.S.

400-4-11 C.Y.

415-1-3 LB.

MONITOR EXISTING STRUCTURES- VIBRATION MONITORING

L.F.

STRENGTH (PSI)

WALL & PILE CAP

AUGER CAST IN PLACE PILES

f'c = 5500 (CLASS IV CONCRETE) f'c = 4000 (TYPE 1 GROUT)

ENDWALL SLOPE PROTECTION:

EXISTING WALLS

455-112-18 AUGER GROUTED PILE. 18'' DIAMETER

UNITQTYS

CONCRETE SEAL

C.Y.400-1-30 CONCRETE CLASS I SEAL

SUMMARY OF QUANTITIES NOTES:

f'c = 3000 (TYPE 1 CONCRETE)

120-72 GRAVEL FILL C.Y.

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F .A .C

STRUCTURES PLANS

GENERAL NOTES

S-2

CONCRETE CLASS IV, RETAINING WALL (ENDWALL)

REINFORCING STEEL - RETAINING WALL (ENDWALL)

31. SEE PIPE REPLACEMENT PLANS FOR UTILITIES AND OTHER INFORMATION.

SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION". TESTING OF GROUT SHALL BE PER FDOT SPECIFICATION 455-43.

30. THE AUGER GROUTED PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTIONS 455-38 THROUGH 455-50 OF THE ''STANDARD

(2025-2026).

ACCORDANCE TO THE PROVISIONS IN SECTION 108 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

EOR FOR REVIEW. ALL STRUCTURES/AND UTILITIES ADJACENT TO SOURCES PRODUCING VIBRATION SHALL BE MONITORED IN

PROVIDE A PLAN PER FDOT SPECIFICATIONS TO MONITOR BOTH THE EFFECTS OF VIBRATION AND POTENTIAL SETTLEMENT TO THE 29.

THEN FOLLOW PROTOCOL FROM DERM IN ASSISTING IN THE INVESTIGATION.

REGULATORY AUTHORITY FROM DERM WILL BE CONTACTED IMMEDIATELY ALONG WITH IMMEDIATE RESTRICTION TO THE PROJECT SITE.

IF ANY HAZARDOUS MATERIAL IS FOUND ON THE PROJECT SITE, IT SHALL BE IMMEDIATELY REPORTED TO THE COUNTY. A 28.

EXISTING SOD & REPAIR ANY DRAINAGE TO SPRINKLER SYSTEMS IMMEDIATELY.

SOD ALL AREAS THAT ARE DISTURBED BY CONSTRUCTION ACTIVITIES. IF PRIVATE PROPERTIES ARE DISTURBED, MATCH THE 27.

ALL EXISTING DRAINAGE PIPES AND STRUCTURES ARE TO REMAIN UNLESS NOTED OTHERWISE.26.

STATIONS AND OFFSETS REFER TO BASELINE OF SURVEY UNLESS NOTED OTHERWISE.25.

530-3-3

BEDDING STONE530-74

TN

TN19

108-1 1 L.S.MONITOR EXISTING STRUCTURES- INSPECTION & SETTLEMENT MONITORING

EA.

EA.

430-880-03

430-886-48

DUCK BILL CHECK VALVE

MANATEE GRATE, FIXED, NON-HINGED, INSIDE PIPE

CONSTRUCTION.

PIPE IRRIGATION SYSTEM THAT REMAINS DURING CONSTRUCTION MUST BE MAINTAINED IN AN OPERATIONAL MANNER THROUGHOUT

OF THE SYSTEM THAT WAS REMOVED AND REPLACED. REPLACE SOIL TO PRE CONSTRUCTION CONDITIONS. THE PORTION OF THE PVC

PUT BACK IN PLACE TO CONSTRUCT THE NEW HEADWALL. REPLACE ANY BROKEN PIECES WITH NEW PARTS. TEST THE FUNCTIONING

THE EASTERN PRIVATE WALL HAS A PVC PIPE IRRIGATION SYSTEM AND GOLF COURSE TYPE GRASS, WHICH IS TO BE REMOVED AND 2.

CONSTRUCTION.

THE STABILITY OF THE EXISTING WALLS ADJACENT TO THE PIPE HEADWALL ARE THE RESPONSIBILITY OF THE CONTRACTOR DURING 1.

EASEMENTS SHOWN ON THE SURVEY.

ALL STORAGE, ACCESS AND STAGING FOR THIS PROJECT SHALL BE COMPLETED WITHIN AND FROM THE EXISTING 35' WIDE DRAINAGE 24.

INCIDENTAL TO CONSTRUCTION OF THE SPECIFIC ITEM CONSTRUCTED.

ALL CONSTRUCTION STAKE-OUT IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL ASSOCIATED COSTS ARE TO BE CONSIDERED 23.

SURVEYOR. COST IS INCIDENTAL TO COST OF CONSTRUCTION.

CONSTRUCTION ARE TO BE REFERENCED PRIOR TO CONSTRUCTION AND RESET AFTER CONSTRUCTION BY A PROFESSIONAL LAND

EXISTING SECTION CORNERS, ¼ SECTION CORNERS, AND OTHER LAND MARKERS OR MONUMENTS LOCATED WITHIN PROPOSED 22.

REQUIRED.

SHOULD THERE BE “OTHER’' UTILITIES, NOTIFY RESPECTIVE UTILITY OWNERS TO RESOLVE CONFLICTS AND UTILITY ADJUSTMENTS, AS

CONSTRUCTION. IN ADDITION, VERIFY IF “OTHER” UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION.

THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY: DETERMINE EXACT LOCATIONS PRIOR TO 21.

F

J u p it e r

P la n t a t io n it c h

P ip e

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EXCAVATION FOR RIPRAP AND ENDWALL C.Y.

RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES CAUSED BY OPERATIONS.

EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITY CABLES, SANITARY LINES, AND WATER LINES, THE CONTRACTOR IS 20.

2. CONCRETE CLASSES:

ALL CONCRETE SHALL CONFORM WITH SECTION 346 OF THE FDOT GENERAL SPECIFICATIONS.1.

GENERAL NOTES:

REINFORCED CONCRETE: 150 PCF

2. DEAD LOADS:

SURCHARGE ON ENDWALL: 330 PSF

1. LIVE LOAD

DESIGN LOADING:

LOAD & RESISTANCE FACTOR DESIGN (LRFD).

DESIGN METHOD:

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2026-27

EDITION, AASHTO LRFD GUIDE SPECIFICATIONS FOR STRUCTURES MANUAL JANUARY 2025, 2025 FDOT DESIGN MANUAL. FDOT STANDARD

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH

DESIGN SPECIFICATIONS:

4) PER FDOT SPECS.

THE HOLE IN THE CANAL ADJACENT TO THE ENDWALL SHALL BE FILLED WITH GRAVEL FILL MATERIAL (COARSE AGGREGATE SIZE NO. 2.

THE PROPOSED ENDWALL WILL BE PROTECTED BY RIPRAP PER FDOT SPECIFICATION SECTION 530-2.1.3.11.

88RIPRAP (SFWMD TYPE C)

120-5 125

DEWATERING, AND HYDRAULIC CEMMENT BETWEEN THE SHEET PILES AND FOOTING ARE INCIDENTAL TO PAY ITEM 400-4-11

COFFERDAM, INCLUDING THE COST OF COATING THE NEW ENDWALL WITH A CLASS 5 FINISHED COATING AND THE COST OF THE ITEM 6.

THE COST OF FILTER FABRIC IS INCIDENTAL TO PAY ITEM 120-5ITEM 3.

19. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL THE OSHA RULES AND REGULATIONS CONCERNING THE CONSTRUCTION OF PIPES, LOCATIONS OF UNDERGROUND UTILITIES. ALSO CALL 1-800-227-3385 FOR F.P.L. STAKE OUT.

CALL SUNSHINE STATE ONE CALL OF FLORIDA. 1-800-432-4770 (TOLL FREE), TWO FULL BUSINESS DAYS BEFORE DIGGING FOR FIELD 18.

ISSUED A “NOTICE TO PROCEED”.

NO CONSTRUCTION SHALL BE COMMENCED UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE CONTRACTOR IS 17.

ROAD AND BRIDGE CONSTRUCTION LATEST EDITION.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR 16.

PROTECTION OF UNDERGROUND PIPELINES.

PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH CHAPTER 556, FLORIDA STATUTES FOR THE 15.

FOR ANY TEMPORARY BRACING.

THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL STRUCTURAL COMPONENTS DURING CONSTRUCTION, INCLUDING THE NEED 14.

ANY DISCREPANCIES.

CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, ETC. PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY THE ENGINEER OF

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED. IT IS THE 13.

12. ELEVATIONS SHOWN ON PLANS ARE VERTICAL DATUM NAVD 88. UNLESS OTHERWISE NOTED.

11. ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL BE CHAMFERED ¾” UNLESS OTHERWISE NOTED.

TO THOSE SHOWN SHALL REQUIRE APPROVAL OF THE ENGINEER.

10. CONSTRUCTION JOINTS ARE PERMITTED ONLY AT LOCATIONS SHOWN ON THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS

CLEARANCE DISTANCES FROM ELECTRICAL LINES.

ENDWALL AND ITS FOUNDATION, INCLUDING OSHA RULES AND REGULATIONS REGARDING UTILITY RELOCATIONS OR ADJUSTMENTS AND

9. ALL CONCRETE SHALL BE PROPERLY CURED ACCORDING TO THE FDOT GENERAL SPECIFICATION.

ENDWALL TOP AND SURFACE EXPOSED TO EARTH.

8. A CLASS 5 SURFACE FINISH SHALL BE APPLIED TO THE EXPOSED OUTSIDE SURFACE OF THE ENDWALL EXCEPT FOR THE

DESIGNED AND DETAILED BY THE CONTRACTOR'S SPECIALTY ENGINEER TO ASSURE STABILITY OF THE ADJCACENT WALLS.

CONTRACTOR SUBMIT SHOP DRAWINGS FOR PILE INSTALLATIONS FOR APPROVAL. DIMENSION "L" ON SHEET S-3, TO BE

AND WEST WALLS. SHEET PILING FOR COFFERDAM SHALL BE INSTALLED WITH NON-VIBRATORY MEANS AND METHODS.

TO ACCOMPLISH THE EXCAVATION FOR RIPRAP WITHOUT COMPROMISING THE STABILITY OF THE PRIVATELY OWNED EAST

COFFERDAM UTILIZED SHOULD BE DESIGNED TO EXTEND INTO THE CHANNEL PERPENDICULAR TO THE WALL AS NECESSARY

EAST AND ON THE WEST DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE TEMPORARY

THAT ARE DIFFERENT THAN SEAL DIMENSIONS PROVIDED BY THE EOR. THE STABILITY OF THE ADJACENT WALLS ON THE

AFTER EXPLORATORY EXCAVATIONS, THE CONTRACTOR MAY PROVIDE SHOP DRAWINGS TO THE EOR FOR SEAL DIMENSIONS

THE SEAL HAS BEEN DESIGNED BY THE EOR AND SHALL MEASURE 10 FT BY 15 FEET 7 INCHES BY 1 FOOT 7 INCH THICK.

FIT BETWEEN NEW AND OLD WALLS, A STEEL FLAT PLATE WITH SUPPORTING H-PILES IS TO BE PROVIDED BY CONTRACTOR.

SHOP DRAWINGS AND DESIGN CALCULATIONS FOR THE COFFERDAM TO THE EOR FOR REVIEW. SINCE COFFERDAM WILL NOT

AND ITS FOUNDATION. DESIGN AND DETAIL THE COFFERDAM TO BE USED DURING ANY DEWATERING PROCESS AND PROVIDE

THE CONTRACTOR IS RESPONSIBLE FOR ANY COFFERDAM DEWATERING PROCEDURE IN THE CONSTRUCTION OF THE ENDWALL

CONTRACTOR'S SPECIALTY ENGINEER WILL REDESIGN THE WALL AND ITS FOUNDATION TO RESIST ALL CONSTRUCTION LOADS.

7. IF THE CONTRACTOR PLANS OPERATIONS WHICH EXCEED THE LIVE LOAD AND DEAD LOAD SHOWN ABOVE, THE

6.2 CIP PILE CAP: 4” ALL SIDES.

6.1 ENDWALL: 4 INCHES ALL SIDES; 3 INCHES INTERNAL SURFACES.

6. MINIMUM COVER SHALL BE AS FOLLOWS:

TOLERANCES.

UNLESS SHOWN AS “MINIMUM COVER”. SEE FDOT STANDARD SPECIFICATIONS FOR ALLOWABLE REINFORCEMENT PLACEMENT

5. CONCRETE COVER SHOWN IN THE PLANS DOES NOT INCLUDE REINFORCEMENT. PLACEMENT AND FABRICATION TOLERANCES

4. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

ENDWALL CONCRETE: EXTREMELY AGGRESSIVE.

ENDWALL STEEL: EXTREMELY AGGRESSIVE.

3. ASSUMED ENVIRONMENTAL CLASSIFICATION :

JC

EA

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

L M

BE

ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

N

S-3

ENDWALL PLAN

STRUCTURES PLANS

PLAN VIEW

15'-7'' X 35'

FDOT SPECIFICATIONS 530-2.1.3.1

SHORE PROTECTION PER

RIPRAP RUBBLE BANK AND

(DO NOT DISTURB)

MANGROVES (TO REMAIN)

BULKHEADWALL

EXISTING

£ SURVEY

METAL CAP

WALL WITH 10'' WIDE

EXISTING SHEET PILE

LEGEND

RIPRAP

6.70' LT FROM £ SURVEY

END ENDWALL STA 14+31.70

SHEET 4

PIPE REPLACEMENT PLANS

SEE JUPITER PLANTATION DITCH

RESET AS NEEDED

EXISTING FENCE TO REMAIN

B-1

B-4

B-3

DRAINAGE EASEMENT

18'' � PILE

/2

4'-6"

48'' RCP

1'-9"

/2

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DITCH PIPE REPLACEMENT PLANS

SEE JUPITER PLANTATION

FLOATING TURBIDITY BARRIER,

NOTE: FOR SECTIONS 1-4, SEE SHEETS S-7 - S-10

NOTE 7 ON SHEET S-2)

TO BE RETAINED. (TYP.) (SEE

PORTION OF COFFERDAM

35'-0"

SEAL

CONCRETE

1'-9"

RETAINING WALL

FRONT FACE OF

(SEE NOTE 7

L

SHEET S-2)

(SEE NOTE 7 ON

H-PILE (TYP.)

ON SHEET S-2)

(SEE NOTE 7

L

ON SHEET S-2)

TO FACILITATE ROLLING THE EXISTING HDPE ROOT BARRIER

PROVIDE SHEET PILE 6'-0" BEYOND THE COFFERDAM

SURVEY

8.88' RT FROM £

STA 14+31.32

BEGIN ENDWALL

LINE

EXISTING PROPERTY

ROOT BARRIER

EXISTING HDPE

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

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ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

S-4 N

STRUCTURES PLANS

ENDWALL DETAILS

15'-7''

ELEV. = 2.902'

ELEV. = -3.390'

(TYP.)

1'-9"

1'-4"

(TOP & BOT.)

11 ~ 5F2 @ 8±''

TO BE REMOVED AND REPLACED

EXISTING BULKHEAD WALL

EARTH

LEGEND:

AND REPLACED

TO BE REMOVED

PLAN VIEW

ELEVATION VIEW

ELEV. = -2.390'

15'-7''

SHOWING NEAR SIDE (N.S.)

7'-9 1/2''

SHOWING FAR SIDE (F.S.)

7'-9 1/2''

@ 9 1/2" MAX ±

6-4A1 & 6-4J1 (F.S.)

@ 9" MAX ±

6-4A1 & 6-4J1 (N.S.)

4G1 (F.S.)

4G2 (F.S.) (TYP.)

4G3 (F.S.) (TYP.)

4G4 (F.S.) (TYP.)

4G3 (F.S.) (TYP.)

4G5 (F.S.) (TYP.)

4A2 (TYP.)

4A2 (TYP.)

VIEW A-A

EL= 2.657'

EL= -3.39'

EL= 2.06'

-2.390'

EL. =

INV.

EL= 2.902'

8'-0"

GROUTED PILE (TYP.)

18'' DIA. AUGER

AUGER CAST PILE

18'' Dia.

4"

EQUALLY SPACED

4-9P1 BARS

4P2 TIE BAR

(MIN.)

2'-0'' LAP

1'-6"

SPACED

EQUALLY

4-9P1 BARS

4"

EL= -48.890

GROUTED PILE (TYP.)

18'' DIA. AUGER

OPTION) (TYP.)

AT THE CONTRACTOR'S

(TO BE REMOVED

EXISTING DEADMAN

TO BE REMOVED

EXISTING TIE BACK

1.01'RT

STA 14+28.51

WORKING POINT

¡ OF FOOTING

¡ OF FOOTING

¡ OF PILES

¡ OF PIPE

12'-1''

.0

FACE OF ENDWALL

ALONG FRONT

2 1/16''

6'-0 1/2'' 6'-0 1/2''

A

A

WALL (EAST)

EXISTING PRIVATE

WALL (WEST)

EXISTING PRIVATE

TO TOP OF WALL

FILTER FABRIC ENVELOPE

TO BE REMOVED

EXISTING FOOTING

#4 STONE SEE NOTE 1

FABRIC FOR ENVELOPE.

AND 902-2. USE TYPE D-3 FILTER

SPECIFICATION SECTIONS 901-1

REQUIREMENTS OF FDOT

#4 STONE SHALL MEET THE

NOTES:

1.

1'-0"

EXISTING GRADE

530-2.1.3.1

SPECIFICATIONS

PER FDOT

SHORE PROTECTION

RUBBLE BANK AND

INSTALL RIPRAP

FILL CHANNEL &

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F

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1'-7"

(TYP.)

COVER

4"

EQUIVALENT

OR APPROVED

TIDEFLEX TF-1

1'-0''

£ OF SURVEY

AND DETAIL 2

SEE REPAIR DETAIL 1

DETAIL 4

SEE REPAIR DETAIL 3

BARS IS 1 1/2'')

SPACING BETWEEN

NEEDED (MIN. CLEAR

ROTATE HOOKS AS

BARS IS 1 1/2'')

SPACING BETWEEN

NEEDED (MIN. CLEAR

ROTATE HOOKS AS 4G6 (F.S.) (TYP.)

1'-4" SPLICE (TYP.)

4A3 (TYP.)

3"

CL (TYP.)

(TYP.)

4K1 (N.S.)

CL. (TYP.)

3"

4G7 (N.S.) (TYP.)

EL=-4.890

1114111822316F25

4711184288F15

PILE CAP

710310474K14

71523102804J14

031403G74

271427G64

851485G54

11414114G44

251425G34

10514105G24

533358132115G14

032312426A34

34419112413A24

9512485A14

ENDWALL

ANGNOINFTINFTINFTINFTINFTINFTINFTINFTGABARBARSINFTDESSIZE

ΦNKJHFEDCBSTYTYPNOLENGTHMARK

1'-7"

CONCRETE SEAL

10'-0"

CONCRETE SEAL

FOR CLARITY)

(SEAL NOT SHOWN

CONCRETE COVER

TO MAINTAIN 4''

ROTATE HOOK

P

S

P

S

P A

M A

XCONSTRUCTION JOINT

P

S

EXPANSION MATERIAL

1'' PREMOLDED

4G5 (N.S.)

4G6 (N.S.) (TYP.)

4G3 (N.S.) (TYP.)

4G4 (N.S.) (TYP.)

4G3 (N.S.) (TYP.)

4G2 (N.S.) (TYP.)

4G1 (N.S.)

4G7 (F.S.) (TYP.)

6 1/2 "6 1/2 "

AND CHECK VALVE CONSTRUCTION.

THROUGHOUT PIPE, ENDWALL

PROVIDE BYPASS PUMPING 2.

REMAIN

WALL TO

BULKHEAD

EXISTING

WALL

OF RETAINING

FRONT FACE

4'-6"

(TYP.)

¡ PILE

(TYP.)

4J1 (N.S.)

@ 4" ± (TYP.)

2 SPA.

(T

Y P

L A

P S

P L

IC

E

(TYP.)

4J1 (F.S.)

(TYP.)

4K1 (F.S.)

21~ 5F1 @ 9'' MAX TOP AND BOTTOM.

(T Y

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

L M

BE

ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

T H

F I C I A

L

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R

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U L E

G .0

F .A .C

ELEVATION

ELEVATION VIEW

SECTION G

SCALE: NOT TO SCALE

MANATEE GRATE DETAILS (48"� PIPE)

STRUCTURES PLANS

ENDWALL DETAILS

A

A

TOP OF HEADWALL

PROPOSED HEADWALL

RC PIPE

PROPOSED 48"

CHECK VALVE

EQUIVALENT

OR APPROVED

TIDEFLEX TF-1

(SEE DETAIL ON THIS SHEET)

MANATEE GRATE

THIS SHEET)

(SEE DETAIL ON

MANATEE GRATE

¡ 48" RCP

PLAN

CHECK VALVE DETAIL A-A

G

TYP.

TYP.

1/4

DRAINAGE PIPE

PROP. 48''

1/4

MANATEE GRATE

PROP. FOOTING

PROP. HEADWALL

LAND SIDE

MANATEE GRATE

1/4

1/4

48'' �

'' THICK, STD. 2

LONG,

ALUM OR SS SLEEVE 6''

(TYP.)

@ 8'' C.C.E.W.

5/8'' � ALUM. OR SS BAR

PIPE

DRAINAGE

PROP. 48''

3'' 3''

3 SPA @ 1'-8''

5'-6''

S

CUFF THICKNESS 1/2''

C U

F F

L E

N G

T H

PLATE

1/2'' THIMBLE

CP

SECTION H-H

H

S-5

DRAWING FOR APPROVAL.

EQUIVALENT. SUBMIT SHOP

CHECK VALVE OR APPROVED

TIDE FLEX TF-1 DUCK BILL

INV. EL.: -2.39'

FOR APPROVAL.

SUBMITT SHOP DRAIWNGS

DEPTH FOR EQUIVALENT.

NOMINAL EMBEDMENT

TZ2-SS 316 WTIH 1 7/8''

3/8'' � HILTI KWIK BOLT

VALVE (NOT SHOWN)

FOR DUCK BILL CHECK

SEE DETAIL A-A

FOR EOR APPROVAL.

SHOP DRAWING W/ WELD DETAILS

1. CONTRACTOR SHALL SUBMIT A

MANATEE GRATE & THIMBLE PLATE NOTE:

THIMBLE CUFF

PLATE

THIMBLE BASE

CP

NOTE 4

BASE PLATE SEE

1/2'' THIMBLE

DRAWINGS FOR APPROVAL

OR EQUIVALENT. SUBMIT SHOP

7/8'' NOMINAL EMBEDMENT DEPTH

TZ2-SS 316 AND NUT WITH 1

USE 3/8'' � HILTI KWIK BOLT

APPROVAL

DRAWINGS FOR

SUBMIT SHOP

OR EQUIVALENT.

EMBEDMENT DEPTH

NOMINAL

NUT WITH 1 7/8''

TZ2-SS 316 AND

KWIK BOLT

USE 3/8'' � HILTI

F

J u p it e r

P la n t a t io n it c h

P ip e

R e p la c e m e n t

C A

D D s t r u c t

W o r k in g

B

G e n e r a lN o t e s .d g n

REMOVE ALL TEMPORARY WATER DIVERSION AND COFFERDAM AND RE-ESTABLISH NORMAL DRAINAGE FLOW.6.

PLACE VALVE UTILIZING THE 10 INCH COLLAR STRAP BAND.5.

FOR APPROVAL. COST IS INCIDENTAL TO THIMBLE PLATE.

4. APPLY RTV SILICONE MASTIC TO CONCRETE SURFACE AREA OF THIMBLE BASE PLATE. SUBMIT PRODUCT SHEET AS A SHOP DRAWING

ENGINEER FOR ANY FOUND.

CHECK FOR SPALLS OR DELAMINATIONS IN THE AREA WHERE THE STRAP BAND WILL BE INSTALLED AND NOTIFY THE 3.

WASH THE CLEANED SURFACES WITH WATER MEETING FDOT SPECS SECTION 923 AS A FINAL CLEANING OPERATION.

OR OTHER METHODS ACCEPTABLE TO THE ENGINEER. WHEN USING CLEANING METHODS OTHER THAN WATER BLASTING, COMPOUNDS, DEBRIS, MARINE ORGANISMS, ETC. BY WATER BLASTING, LIGHT SANDBLASTING, WIRE BRUSHING, PREPARE CONCRETE SURFACE IN AREA OF VALVE. REMOVE SUBSTANCES SUCH AS DUST, GRIME, DIRT, CURING 2.

REROUTE WATER (SEE NOTE 7 ON SHEET S-2) AND BUILD TEMPORARY COFFERDAM.1.

INSTALLATION PROCEDURE:

AND RECEIVE WRITTEN APPROVAL BEFORE ANY FIELD CORRECTIONS ARE MADE.

OBTAINED BY SCALING FROM THE DRAWINGS. NOTIFY THE ENGINEER OF ANY FABRICATION OR ERECTION ERRORS

TO THE ENGINEER. SCALES ON THE DRAWINGS ARE FOR INFORMATION ONLY. NO DIMENSIONAL INFORMATION SHALL BE

FIELD VERIFY ALL DIMENSIONS ON STRUCTURAL DRAWINGS BEFORE COMMENCING ANY WORK. REPORT ANY DISCREPANCIES

ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA PE, AND SUBMIT SHOP DRAWINGS.

THIMBLE PLATE - A4-70 STAINLESS STEEL. Fy= 65 KSI. CONTRACTOR MAY USE ALUMINUM FOR THIMBLE PLATE WITH SPECIALTY 4.

SUBMIT SHOP DRAWINGS FOR ALL PRODUCTS OR EQUIVALENTS.3.

316 STAINLESS STEEL METAL STRAP BAND. PER MANUFACTURER'S SPECIFICATIONS.2.

TIDEFLEX TF-1 OR APPROVED EQUIVALENT CHECK VALVE. 1.

MATERIALS:

WEIGHT OF WATER IN THE DUCK BILL VALVE. (4,882 LBS)

SELF WEIGHT OF VALVE ASSUMED AS 1,027 LBS. FOR 48” PIPE. DESIGN OF THIMBLE PLATE AND ANCHOR BOLTS CONSIDERS ALSO THE

USE 6 FEET OF HEAD FOR VALVE PRODUCT SELECTION.

THE DUCK BILL VALVE. UNSEATING HEAD (FORCE WITH FLOW) ASSUMED AS THE SAME (6 FT) FOR STRAP TIE DOWN.

WATER PRESSURE OF 62.4 PSF ASSOCIATED WITH A 6 FT SEATING HEAD IS CONSIDERED APPLIED AGAINST

LOADS:

AASHTO LRFD 9TH EDITION, WITH CURRENT INTERIMS.4.

FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, FY 2025-20263.

2023 AISC STEEL CONSTRUCTION MANUAL, 16TH EDITION.2.

ACI 3181.

DESIGN OF THE CHECK VALVE STRUCTURES ADHERE TO THE FOLLOWING SPECIFICATIONS:

DESIGN SPECIFICATIONS:

CHECK VALVE NOTES:

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

L M

BE

ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

S-6

STRUCTURES PLANS

REPAIR DETAILS

REPAIR DETAIL 1

SHEET PILE

TYPE D-3 AROUND PERIMETER OF NEW FIBERGLASS

SHOWN ARE APPROXIMATE ONLY. INSTALL FILTER FABRIC

OVERLAP MINIMUM 8'' ALL AROUND HOLE. DISTANCES

PILE. SIZE THE NEW SHEET PILE TO COVER HOLE AND

SHEET PILE. FIELD MEASURE HOLE IN EXISTING SHEET

THE EOR PRIOR TO INSTALLING NEW FIBERGLASS

AND REPORT ANY DISCREPANCIES IN MEASUREMENTS TO

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

MINIMUM OF 1'' AROUND REINFORCEMENT.

AND 4 LB. SCALING HAMMER. REMOVE CONCRETE A

LIMITS MAY BE DONE USING A 15 LB. CHIPPING HAMMER

1. REMOVAL OF ALL UNSOUND CONCRETE WITHIN SAWCUT

NOTES:

PILE TO REMAIN

EXISTING SHEET

T H

E O

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IC

IA

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-2

.0

F

.A .C

4'-6''

7''

CONCRETE CAP

SAWCUT EXISTING

OFFSET 6.79' LT

STA 14+31.70

WORKING POINT

REPAIR DETAIL 2

PILE TO REMAIN

EXISTING SHEET

CONCRETE CAP

SAWCUT EXISTING

OFFSET 6.79' LT

STA 14+31.70

WORKING POINT

NOT SHOWN FOR CLARITY

PILE CAP. EXISTING PILE

EXISTING ALUMNINUM

WITH PROPOSED WALL

PILE CAP TO BE FLUSH

SAWCUT EXISTING ALUMINUM

REPAIR DETAIL 3 REPAIR DETAIL 4

TO BE REMOVED

EXISTING HEADWALL

LEGEND

TO BE REMOVED

11 1/2''

NEW FIBERGLASS SHEET PILE

AROUND PERIMETER OF

INSTALL FILTER FABRIC TYPE

4' 1 1/4''

USED FOR THE OLD ANCHORS

PER THE SAME SPACING

SPACE NEW ANCHORS

OR APPROVED EQUAL

WITH SS316 FLAT WASHERS,

SCREW ANCHORS

SS 316 WEDGE BOLT

NEW 1/2"X3"

FURNISH AND INSTALL

TO BE REMOVED.

EXISTING SS LAG BOLTS

ON SHEET S-4

AS SHOWN

FILTER FABRIC

MATERIAL

EXPANSION

1'' PREMOLDED

O.C. ALL AROUND

SHEET METAL SCREWS SPACED AT 8''

PILE WITH 3/16'' DIA. 1'' LONG SS 316

FIBERGLASS SHEET ONTO EXISTING SHEET

FIBERGLASS SHEET PILE. BOLT NEW

SHEET PILE WITH NEW 1/4'' X 3'-9'' HIGH

CONTRACTOR SHALL MATCH EXISTING

METAL CAP BY THE PROPERTY OWNER

TO FACILITATE REPLACEMENT OF THE

EXISTING LOCATION AS NECESSARY

SHALL BE RESTORED TO THEIR EXACT

THE EXISTING PVE SHEET PILES

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

L M

BE

ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

LEGEND

S-7

DREDGE OR EXCAVATE

RIPRAP

SCALE

GRAVEL FILL

SECTION 1

STRUCTURES PLANS

SECTION 1

NOTE: FOR LOCATION OF SECTION 1 SEE SHEET S-3.

-8

-4

1'' = 4' VERTICAL

1'' = 4' HORIZONTAL

.9

.5

-7.39

6'' BEDDING STONE

3'-0'' RIPRAP

OF RIPRAP

-3.89 TOP

09/09/2024

WATER EL. = 1.06'

LOXAHATCHEE RIVER

FOUNDATION = -3.39

TOP OF

F.L. -2.39

.9

T H

E O

F F

IC

IA

L R

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O R

D O

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H

IS

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E E

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F

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IN

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-2

.0

F

.A .C

(TYPE D-2)

FILTER FABRIC

6'-0''

SEE NOTE 7 ON SHEET S-2.

TO BE LEFT IN PLACE AS SHOWN

COFFERDAM NORTH OF FOOTING ONLY

CONCRETE SEAL

HYDRAULIC CEMENT

SHEET PILES AND FOOTING WITH

FILL GAP BETWEEN PERMANENT

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

L M

BE

ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

S-8

DREDGE OR EXCAVATE

LEGEND

SCALE

RIPRAP

GRAVEL FILL

SECTION 2

STRUCTURES PLANS

SECTION 2

NOTE: FOR LOCATION OF SECTION 2 SEE SHEET S-3.

-7.39

6'' BEDDING STONE

3'-0'' RIPRAP

F.L. -2.39

FOUNDATION = -3.39

TOP OF

(OVER PROP. PIPE)

EXIST. GROUND

48'' RCP

PROPOSED

OF RIPRAP

-3.89 TOP

09/09/2024

WATER EL. = 1.06'

LOXAHATCHEE RIVER

.6

.6

.0

14 15

-8

-4

1'' = 4' VERTICAL

1'' = 4' HORIZONTAL

T H

E O

F F

IC

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-2

.0

F

.A .C

6'-0''

(TYPE D-2)

FILTER FABRIC

SEE NOTE 7 ON SHEET S-2.

TO BE LEFT IN PLACE AS SHOWN

COFFERDAM NORTH OF FOOTING ONLY

CONCRETE SEAL

HYDRAULIC CEMENT

SHEET PILES AND FOOTING WITH

FILL GAP BETWEEN PERMANENT

S-2

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

L M

BE

ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

LEGEND

S-9

DREDGE OR EXCAVATE

RIPRAP

SCALE

GRAVEL FILL

SECTION 3

STRUCTURES PLANS

NOTE: FOR LOCATION OF SECTION 3 SEE SHEET S-3.

SECTION 3

-8

-4

1'' = 4' VERTICAL

1'' = 4' HORIZONTAL

.0

.0

.6

-7.39

6'' BEDDING STONE

3'-0'' RIPRAP

OF RIPRAP

-3.89 TOP

09/09/2024

WATER EL. = 1.06'

LOXAHATCHEE RIVER

FOUNDATION = -3.39

TOP OF

F.L. -2.39

T H

E O

F F

IC

IA

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.0

F

.A .C

6'-0''

(TYPE D-2)

FILTER FABRIC

SEE NOTE 7 ON SHEET S-2.

TO BE LEFT IN PLACE AS SHOWN

COFFERDAM NORTH OF FOOTING ONLY

CONCRETE SEAL

HYDRAULIC CEMENT

SHEET PILES AND FOOTING WITH

FILL GAP BETWEEN PERMANENT S-2

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

L M

BE

ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

S-10

SCALE

SECTION 4

STRUCTURES PLANS

SECTION 4

NOTE: LOCATION OF SECTION 4 SEE SHEET S-3.

-8

-4

1'' = 4' VERTICAL

1'' = 4' HORIZONTAL

(EAST SIDE)

PRIVATE WALL

09/09/2024

WATER EL. = 1.06'

LOXAHATCHEE RIVER

.1

.7

.3

T H

E O

F F

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IN

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N D

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L E

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-2

.0

F

.A .C

GD

NO. REVISION

Engineers Planners

R.J.Behar & Company, Inc.

WELLINGTON, FL. 33414

12788 WEST FOREST HILL BLVD, SUITE 2003B

RJB PROJECT NO.: 24034

PROJECT:

SHEET:

OF:

PROJECT NO.DRAWING NO.FIELD BOOK NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

BY DATE

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

ROADWAY PRODUCTION

WEST PALM BEACH, FL 33406

DRAWN:

DATE

P.O BOX 21229

PBC 2022604

P A

L M

BE

ACH

Y T

N U

OC

F

LORID

A $FILES$

8/21/2025

DESIGN FILE NAME:

S-11

GERARD NAZAIRE JR, P.E. LICENSE NO. 74536

SCHEDULE: ELEVATIONS

MARK ELEVATION DESCRIPTION REMARKS

IS HIGHER] WATER LEVEL

DESIGN HIGH [OR HISTORICAL HIGH, WHICHEVER

TOP ELEVATION OF RIPRAP RIPRAP TREATMENT

BOTTOM ELEVATION OF RIPRAP RIPRAP TREATMENT

A

D

E

KEY NOTES:

MARK DESCRIPTION REMARKS

EMBANKMENT FILL MATERIAL PLACE EXCAVATED MATERIAL TO MEET PROPOSED GRADE

RIPRAP, MIN THICKNESS = 3' RIPRAP SHALL BE PER FDOT SPECIFICATION SECTION 530-2.1.3.1

BEDDING STONE, 6" THICK (TYP.) BEDDING STONE SHALL BE PER FDOT SPECIFICATION SECTION 530-2.1.4

EEL

D

EXISTING GRADE

PROPOSED GRADE

RIPRAP TREATMENT

STRUCTURES PLANS

BANK STABILIZATION TREATMENT

S-11

M I N t

SECTIONS 1 THRU 4

VARIES, SEE CROSS

EL: -3.89

F

J u p it e r P la n ta ti o n D it c h P ip e R e p la c e m e n t\

C A

D D

\s tr u c t\

C B a n k S ta b il iz a ti o n T r e a tm e n ts

.d g n

T H

E O

F F

IC

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O R

D O

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A

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IN

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-2

.0

F

.A .C

.FILTER FABRIC FILTER FABRIC PER FDOT SPECIFICATION SECTION 9855