Attachment A - Construction Plans (3 OF 3).pdf

PDF 4 MB Posted Aug 27, 2026

Attached to: Palm Beach County Old Bridge Park Public Use Facilities
Solicitation number: IFB 380 2026ERM01 7
Issued by: Palm Beach County, Florida

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Written by GovTribe AI · Aug 28, 2026

This is a construction plans document for the Old Bridge Park Public Use Facilities project in Palm Beach County, Florida, prepared by Cummins | Cedeerberg Coastal & Marine Engineering. The project involves the construction of a fixed dock facility with public use amenities at Old Bridge Park, located on the Intracoastal Waterway in Lake Worth, Florida. The work includes demolition of three existing 14-inch square concrete piles, installation of 24 new 14-inch square prestressed concrete piles, construction of an 801-square-foot fixed dock with black locust decking, installation of safety ladders and railings, concrete repairs to the existing bulkhead cap, and associated dock accessories. The dock will be designed to support a 100 PSF live load with maximum wind speeds of 155 MPH (unoccupied) and 40 MPH (occupied), accommodating a maximum design vessel size of 30 feet. The construction plans consist of ten sheets including site plans, framing details, geotechnical boring information, railing specifications, and concrete repair details.

The project specifications require all concrete piles to achieve a minimum 28-day compressive strength of 6,000 PSI in compliance with FDOT Class-V specifications, with a minimum of 5 feet of embedment into the rock layer at a tip elevation of -13.0 feet NAVD. All structural work must conform to the Florida Building Code 2023, ASCE 7-22, ACI 318-19, and NDS 2018 standards. The contractor is responsible for locating utilities, obtaining all required permits and approvals before commencing work, conducting preconstruction and as-built surveys by a registered Florida surveyor, performing pile driving inspections through an independent geotechnical engineer, and conducting vibration monitoring during pile installation adjacent to the bridge. The project requires extensive submittals including demolition methods, piling specifications, pile driving equipment methodology, and concrete repair materials, all subject to engineer review and approval. Design criteria establish vertical datums based on NOAA Station 8722654 West Palm Beach, with mean high water at +0.10 feet NAVD and mean low water at -2.36 feet NAVD.

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Other files

File	Type	Posted
RFIs.pdf	PDF	Aug 27, 2026
Tech Specs_Old Bridge Park (2 OF 3).pdf	PDF	Aug 27, 2026
Addendum #2.pdf	PDF	Aug 27, 2026
2026ERM01 Pre-Bid Meeting Minutes 8.12.2026.pdf	PDF	Aug 27, 2026
2026ERM01 VIRTUAL Link to PreBid Meeting.pdf	PDF	Aug 27, 2026
2026ERM01 Addendum 1.pdf	PDF	Aug 27, 2026
Solicitation Package (1 OF 3).pdf	PDF	Aug 27, 2026
Addendum #3.pdf	PDF	Aug 27, 2026

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LAKE AVE.

LUCERNE AVE.

JEWELL COVE

OLD BRIDGE PARK

PROJECT LOCATION

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY JORDON P. CHEIFET

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

JORDON P. CHEIFET

FL P.E No. 72876

PROJECT LOCATION

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(561) 233-2400

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ENVIRONMENTAL RESOURCES MANAGEMENT

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PALM BEACH COUNTY

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DEPARTMENT OF

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WEST PALM BEACH, FLORIDA 33411

AutoCAD SHX Text 2300 NORTH JOG ROAD, 4th FLOOR

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OLD BRIDGE PARK PUBLIC USE FACILITIES

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STATE OF FLORIDA

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COUNTY OF PALM BEACH

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INDEX OF DRAWINGS

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SHEET NO.

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GENERAL NOTES

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COVER SHEET

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DESCRIPTION

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EXISTING AND DEMOLITION PLAN

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BOARD OF COUNTY COMMISSIONERS

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MARIA SACHS

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DISTRICT 5

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JOEL G. FLORES

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DISTRICT 3

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BOBBY POWELL JR.

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DISTRICT 7

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MARIA G. MARINO

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DISTRICT 1

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PROPOSED SITE PLAN

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GEOTECHINCAL BORINGS

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SARA BAXTER, MAYOR

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DISTRICT 6

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MARCI WOODWARD

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VICE MAYOR

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DISTRICT 4

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GREGG K. WEISS

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DISTRICT 2

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CITY OF LAKE WORTH

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DOCK FRAMING & SEC.

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DOCK DETAILS

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RAILING DETAILS

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CONC. REPAIRS

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DOCK DETAILS

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0.0' NAVD

MLW LINE

MHW LINE

0.10'

-2.36'

VERTICAL DATUM

Station ID 8722654

NOT TO SCALE

GENERAL NOTES:

1. THE WORK CONSISTS OF PROVIDING ALL CONSTRUCTION, LABOR, EQUIPMENT, MATERIAL AND OPERATIONS IN

CONNECTION WITH IMPROVEMENTS AS SHOWN ON THESE DRAWINGS.

2. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES IN THE PLANS WITH THE FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS

ADDRESSED THE DISCREPANCIES.

3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING STRUCTURES IN THE PROJECT VICINITY. ANY DAMAGE TO PRIVATE OR PUBLIC PROPERTY WITHIN THE PROJECT VICINITY, INCLUDING STAGING SITES, WORK AND ACCESS AREAS SHALL BE REPAIRED PROMPTLY BY THE CONTRACTOR. ANY DAMAGE AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT NO COST TO THE OWNER. ALL ACCESS AND STAGING AREAS SHALL BE KEPT NEAT, ORDERLY AND IN A SAFE MANNER. ALL ACCESS AND STAGING AREAS SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION UPON PROJECT COMPLETION AT THE COST OF THE CONTRACTOR. THE SITE SHALL BE RESTORED BY REMOVING AND FINISHING ALL EVIDENCE FOR CONSTRUCTION. IN THE EVENT INFRASTRUCTURE (SUCH AS WALKWAYS, SIDEWALKS, FENCES, VEGETATION, ETC.) IS TEMPORARILY REMOVED OR RELOCATED OR THERE IS UNAUTHORIZED DAMAGE TO VEGETATION AND/OR FACILITIES BY THE CONTRACTOR, THE CONTRACTOR SHALL RESTORE ALL DAMAGE TO STRUCTURES AND NATURAL FEATURES TO PRE-CONSTRUCTION CONDITIONS OR BETTER. REFER TO SECTION 108.2 OF FDOT'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION.

4. UTILITIES ARE NOT SHOWN IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRESENT UTILITIES

PRIOR TO CONSTRUCTION.

5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER CLEARANCE AND PROTECTION TO ALL OVERHEAD WIRES AND

OBSTRUCTIONS.

6. THE CONTRACTOR SHALL EXCLUDE THE PUBLIC FROM THE WORK AREAS IN THE IMMEDIATE VICINITY OF OPERATIONS.

CONTRACTOR SHALL PROVIDE APPROPRIATE SAFETY MEASURES TO PROTECT THE PUBLIC.

7. ALL NEW STRUCTURAL WORK INCLUDING CONCRETE AND REINFORCEMENT SHALL BE ACCURATELY FIELD MEASURED AND DIMENSIONS VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING MATERIALS. CONTRACTOR SHALL BE PREPARED TO MAKE FIELD ADJUSTMENTS TO ACCURATELY FIT THE NEW WORK TO EXISTING CONDITIONS.

8. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE

CONTRACTOR HAS BEEN ISSUED NOTICE TO PROCEED.

9. ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN CHANGED IN SIZE BY REPRODUCTION. THIS

SHOULD BE CONSIDERED WHEN OBTAINING SCALED DATA.

10. CONSTRUCTION WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL BUILDING CODES AND GOVERNING REGULATIONS INCLUDING THOSE OF FDEP, USACE, AND PALM BEACH COUNTY. CONTRACTOR

SHALL ADHERE TO ALL CONDITIONS OF THE PERMITS AND EXEMPTIONS.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR MARINE STRUCTURES &

SHORELINE DURING CONSTRUCTION.

DEMOLITION:

1. CONTRACTOR SHALL VERIFY THE EXTENTS, LOCATION AND QUANTITIES OF EXISTING ELEMENTS TO BE REMOVED.

2. ALL DEBRIS WITHIN THE LIMITS OF THE PROJECT SHALL BE HAULED OFF SITE BY THE CONTRACTOR, AS DIRECTED BY

THE OWNER, AND DISPOSED OF AT AN APPROPRIATE FACILITY.

3. CONTRACTOR SHALL NOT DAMAGE ANY STRUCTURAL COMPONENTS BEYOND THE DEMOLITION REQUIREMENTS DEPICTED IN THESE DRAWINGS. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

DESIGN CRITERIA:

1. WIND DESIGN PER ASCE 7-22

VELOCITY ULT = 155MPH

VELOCITY ASD = 120MPH

RISK CATEGORY 1

EXPOSURE : "D"

KZT = 1.0

KD = 0.85

G = 0.85

2. DESIGN CODE: FLORIDA BUILDING CODE 2023, ASCE 7-22, ACI 318-19, NDS 2018

3. FIXED DOCK:

LL = 100 PSF

MAXIMUM WIND SPEED UNOCCUPIED = 155 MPH (54 PSF)

DESIGN VESSEL SIZE = 30 FEET

OCCUPIED WIND SPEED = 40 MPH

4. CONCRETE PILE SERVICE CAPACITY:

COMPRESSION: 10 T

TENSION: 2 T

LATERAL: 1 T

5. DESIGN SERVICE LIFE OF EXISTING TO REMAIN CONCRETE PILES IS ESTIMATED AT 20-30 YEARS.

CONCRETE PILE:

1. CONCRETE PILES SHALL BE SQUARE PRESTRESSED CONCRETE PILES WITH 0.5'' DIAMETER STRANDS, GRADE 270 KSI, LRS.

2. CONCRETE SHALL ACHIEVE MIN. 28-DAY COMPRESSIVE STRENGTH OF 6,000 PSI, AND FOLLOW FDOT CLASS-V SPECIFICATIONS. MINIMUM CONCRETE COVER TO INTERNAL REINFORCEMENT SHALL BE 3'' ON ALL SIDES.

3. CONTRACTOR TO DRIVE CONCRETE PILING IN ACCORDANCE WITH FDOT 455-7.

4. PILES SHALL ACHIEVE A MINIMUM OF 5 FEET OF EMBEDMENT INTO ROCK LAYER. CONTRACTOR SHALL BE PREPARED TO PREPUNCH OR PREDRILL HOLES AS NECESSARY TO ACHIEVE EMBEDMENT. IF PILE HOLES ARE UTILIZED, THE PILES SHALL BE DRIVEN THE FINAL 3 FEET. REFER TO GEOTECHINCAL REPORT FOR ANTICIPATED LIMESTONE LAYERS.

5. EXISTING TO REMAIN PILES ARE CONFIRMED TO HAVE MINIMUM 5 FEET OF EMBEDMENT INTO ROCK LAYER PER

GEOTECHNICAL REPORT.

6. DOCK PILES TO SUPPORT A MINIMUM LATERAL LOAD OF 2 KIPS AT EL=+3.6 FT-NAVD.

7. TOP OF DOCK PILE ELEVATION SHALL BE AS SHOWN IN PLANS HEREIN.

8. PILES SHALL BE CUT OFF AT ELEVATIONS SHOWN IN THE PLANS AND SECTIONS HEREIN ONLY AFTER ENGINEER APPROVAL. MINIMUM PILE TIP ELEVATION SHALL BE -13'.0 WITH MIN 5' EMBEDMENT INTO ROCK AS SHOWN ON PLANS.

NOTIFY ENGINEER IF PRACTICAL REFUSAL IS ENCOUNTERED PRIOR TO SPECIFIED TIP.

9. PILE JETTING SHALL NOT BE ALLOWED

10. PILE LOGS SHALL BE RECORDED BY THE CONTRACTOR FOR ALL DRIVEN PILES, PILE DRIVING SHALL BE INSPECTED BY

AN INDEPENDENT GEOTECHNICAL ENGINEER HIRED BY THE CONTRACTOR.

11. CONCRETE PILING SHALL BE FROM AN FDOT CERTIFIED FACILITY OF PRESTRESSED CONCRETE PRODUCTS.

12. CONTRACTOR SHALL HIRE INDEPENDENT TESTING LAB TO PERFORM VIBRATION MONITORING DURING PILE INSTALLATION OF ADJACENT BRIDGE THROUGHOUT THE PILE INSTALLATION. MONITORING SHALL BE IN ACCORDANCE WITH FDOT 108.2 AND MONITORING PLAN SHALL BE SUBMITTED FOR APPROVAL BY ENGINEER AND OWNER.

13. CONTRACTOR TO INSPECT EXISTING TO REMAIN CONCRETE PILES AND SUBMIT PHOTOS TO EOR PRIOR TO START OF

CONSTRUCTION.

LUMBER & TIMBER:

1. ALL DIMENSIONAL LUMBER SHALL BE PRESSURE TREATED TO COMPLY WITH AWPA UC4B STANDARDS FOR USE IN MARINE SALT WATER SPLASH CONDITIONS AND SHALL BE SOUTHERN PINE, NO. 1. DENSE GRADE SYP OR BETTER

UNLESS OTHERWISE NOTED.

2. DECKING AND RAILS SHALL BE BLACK LOCUST 5/4" X 6" BOARDS. DECKING SHALL HAVE 18" GAPPING BETWEEN BOARDS.

3. BLACK LOCUST DECKING SHALL BE DRIED FOR EXTERIOR USE.

4. BLACK LOCUST DECKING SHALL MEET ASTM C 1028 TESTING STANDARDS FOR ADA REQUIREMENTS OF THE STATIC

COEFFICIENT OF FRICTION IN THE WET ENVIRONMENT.

5. BLACK LOCUST DECKING SHALL BE FROM THE HEARTWOOD OF THE BLACK LOCUST TREES, AVOIDING THE SAPWOOD

OF THE TREE.

6. TIMBER JOISTS SHALL HAVE VYCOR DECK PROTECTOR OR ENGINEER APPROVED EQUAL JOIST TAPE APPLIED TO TOP

FACE OF JOIST

SURVEY & GEOTECHNICAL DATA:

1. BATHYMETRIC SURVEY PROVIDED BY PALM BEACH COUNTY, DATED 6/7/21.

2. EXISTING SITE PLAN ELEVATIONS PROVIDED BY PALM BEACH COUNTY, OLD BRIDGE PARK PUBLIC USE FACILITIES

DRAWINGS, DATED 7/14/16.

3. ALL ELEVATIONS ARE IN NAVD88 DATUM UNLESS OTHERWISE NOTED.

4. GEOTECHNICAL REPORT BY TERRACON CONSULTANTS, INC. DATED 10/27/2015.

CONCRETE:

1. NO REPAIRS SHALL BE MADE DURING UNFAVORABLE WEATHER OR SEA CONDITIONS.

2. COMPONENTS NOT CONSTRUCTED ACCORDING TO THESE SPECIFICATIONS SHALL BE REMOVED AND REPLACED

PROPERLY AT THE EXPENSE OF THE CONTRACTOR.

3. THE FACES OF THE FINISHED STRUCTURES SHALL BE TRUE, STRAIGHT, AND OF UNIFORM WIDTH, FREE FROM HUMPS, SAGS, OR OTHER IRREGULARITIES EXCEPT AS SPECIFIED IN THE PLANS. THE CONTRACTOR SHALL REPLACE ANY

DEFICIENT SEGMENTS.

4. SEE SHEET 10 FOR COMPLETE CONCRETE REPAIR NOTES.

TIDAL DATA:

1. WATER LEVELS TAKEN FROM NOAA STATION ID 8722654, WEST PALM BEACH FL.

2. CONTRACTOR MAY NEED TO ADJUST HIS WORK PLAN TO ACCOUNT FOR ACTUAL WATER LEVELS AND CHANGING

WATER LEVELS. THE SITE MAY BE SUBJECT TO VARIABLE WAVE AND SURGE CONDITIONS.

HARDWARE:

1. ALL HARDWARE, BOLTS, AND OTHER MISC. STEEL COMPONENTS SHALL BE STAINLESS STEEL TYPE 316 MARINE GRADE

UNLESS OTHERWISE NOTED.

2. DOWELS OR ANCHORS EMBEDDED INTO CONCRETE SHALL BE ANCHORED WITH SIMPSON SET TWO-PART EPOXY OR ENGINEER APPROVED EQUIVALENT. ANCHOR HOLES SHALL BE DRIVEN TO MINIMUM DEPTH SHOWN ON THE PLANS, AND

SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF EPOXY.

3. CLEATS SHALL BE MARINE GALV. STEEL.

4. DECK SCREWS SHALL BE #10, 3” SS, 2 PER STRINGER @ 3” O.C.. SPACE EVENLY AND CONSISTENTLY WITH CHALK LINE

FOR NEAT DECKBOARD FINISH, PRE-DRILLING MAY BE REQUIRED.

SUBMITTALS:

1. REVIEW OF SUBMITTALS BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AS PRESENTED BY THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF QUANTITIES OR DIMENSIONS WILL BE MADE.

2. ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTOR'S APPROVAL PRIOR TO SUBMITTING TO THE

ENGINEER.

3. THE FOLLOWING MINIMUM SUBMITTALS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER

FOR REVIEW AND APPROVAL PRIOR TO RELATED CONSTRUCTION ACTIVITY:

· SCHEDULE FOR COMPLETION OF WORK WITH TASKS

· DEMOLITION METHODS AND DISPOSAL PLAN

· PILING

· FENDER AND PILE ACCESSORIES

· LUMBER

· HARDWARE

· EPOXY

· DOCK ACCESSORIES

· PILE DRIVING EQUIPMENT AND METHODOLOGY

· DECKING

· CLEATS

· CONCRETE REPAIR MATERIALS

· LADDERS

· PILE LOGS

· VIBRATION MONITORING PLAN

· JOIST TAPE

· PHOTOS OF EXISTING TO REMAIN CONCRETE PILES PRIOR TO CONSTRUCTION

LAYOUT AND TESTING:

1. ALL CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY AND PAID FOR BY THE CONTRACTOR UNDER THE

SUPERVISION OF A SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

2. CONTRACTOR TO CONDUCT PRECONSTRUCTION AND AS-BUILT SURVEY. SURVEYS SHALL BE SIGNED AND SEALED BY A

SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

UTILITIES:

1. CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770, PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR LOCATING ALL PRESENT UTILITIES PRIOR TO CONSTRUCTION. NO PILE DRIVING SHALL TAKE PLACE WITHIN THE

DESIGNATED CONSTRUCTION AREA UNTIL UTILITY LOCATIONS HAVE BEEN FIELD VERIFIED.

2. PRIOR TO ANY SCHEDULED INTERRUPTION OF UTILITY SERVICE, THE CONTRACTOR WILL COORDINATE SUCH INTERRUPTION WITH THE UTILITY PROVIDER AND WILL PROVIDE A MINIMUM 24-HOUR NOTICE TO THE AFFECTED PARTIES. THE CONTRACTOR WILL NOTIFY THE ELECTRIC UTILITY A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION

IN THE VICINITY OF THEIR FACILITIES.

ABBREVIATIONS

ACI AMERICAN CONCRETE INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

CONT CONTINUOUS

CONT'D CONTINUED

DIA DIAMETER

FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

GALV GALVANIZED

KSI KIPS PER SQUARE INCH

MHW MEAN HIGH WATER

MIN MINIMUM

MLW MEAN LOW WATER

NAVD NORTH AMERICAN VERTICAL DATUM

NGVD NATIONAL GEODETIC VERTICAL DATUM

O.C. ON CENTER

PERA PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS

PSI POUNDS PER SQUARE INCH

S.S. STAINLESS STEEL

T US TON

TYP TYPICAL

USACE UNITED STATES ARMY CORPS OF ENGINEERS

W/C WATER/CEMENT RATIO

SECTION CUT

DETAIL SYMBOL

SYMBOLS LEGEND

DIRECTION OF VIEW

FOR SECTION CUT

SHEET WHERE SECTION IS SHOWN

SECTION LETTER

SHEET WHERE

DETAIL IS SHOWN

DETAIL NUMBER

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(561) 233-2400

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ENVIRONMENTAL RESOURCES MANAGEMENT

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PALM BEACH COUNTY

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DEPARTMENT OF

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WEST PALM BEACH, FLORIDA 33411

2300 NORTH JOG ROAD, 4th FLOOR

BASIS OF BEARINGS

N86°00'26"W (ASSUMED)

ALONG CENTERLINE S.R. 802

N04°41'02"E, 43.95'

N76°48'22"E, 29.54'

N44°52'06"E, 20.65'

N34°08'59"W, 29.97'

R/W LINE

N75°36'36"W, 21.18'

N86°00'26"W 885.85'

S03°59'34"W, 25.00'

S85°59'06"E 470.25'

P1P2

PROPERTY LINE

BRIDGE GUARDRAIL

5.72

5.0 3.0

4.0

5.57 5.54

5.0

5.84

5.34

5.45

4.95

5.29

4.87

4.49

5.32

5.05

4.77

5.44

5.54

5.10

4.13

5.0

5.12

5.60

5.50

5.18

5.0

5.72 5.82

5.70

5.79

5.67

3.0

5.0

5.18

4.5

PARKING LOT

DESIGNATED

CONSTRUCTION

STAGING AREA

EXISTING RIPRAP

FLOATING DECK & GANGWAY SHOWN

IN AERIAL HAVE BEEN REMOVED

(2) EXISTING 14" CONC. PILES

TO REMAIN (TYP.)

EXISTING

BULKHEAD

(3) EXISTING PILES

TO BE REMOVED (TYP.)

AT&T CABLES

(ESTIMATED LOCATION)

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SCALE: 1"=15'

NOTES:

1. POINTS P1 TO P5 DEFINE CENTER OF DOCK PILES.

BASED ON ORIGINAL CONSTRUCTION PLANS.

CONTRACTOR TO FIELD VERIFY.

2. AERIAL FROM MS & MAXAR DATED 2025.

LEGEND:

PILES TO BE REMOVED

PILES TO REMAIN

DEMOLITION QUANTITIES

ITEM QUANTITY UNIT

14" SQ. CONC. PILES 3 EA

SCALE 1"=15' (22X34 SHEET)

1"=30' (11X17 SHEET)

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(561) 233-2400

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ENVIRONMENTAL RESOURCES MANAGEMENT

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PALM BEACH COUNTY

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DEPARTMENT OF

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WEST PALM BEACH, FLORIDA 33411

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NOTE:

GEOTECHNICAL STUDY BY TERRACON DATED 9-25-15. SHOWN FOR INFORMATIONAL PURPOSES ONLY.

CONTRACTORS BIDDING THIS PROJECT SHOULD BE AWARE OF THE HARDNESS OF THE ROCK FORMATION AND THE IMPLICATIONS OF HARD ROCK IN THE SELECTION OF CONSTRUCTION EQUIPMENT. BASED ON THE SPT N-VALUES, THE COQUINA FORMATION IS DESCRIBED AS VERY WELL CEMENTED. PILE DRIVING IN VERY WELL CEMENTED COQUINA FORMATION MAY BE DIFFICULT. CONTRACTOR SHALL BE PREPARED TO PREPUNCH

OR PREDRILL HOLES AS NECESSARY TO ACHIEVE EMBEDMENT

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(561) 233-2400

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ENVIRONMENTAL RESOURCES MANAGEMENT

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PALM BEACH COUNTY

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DEPARTMENT OF

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WEST PALM BEACH, FLORIDA 33411

LEGEND:

PROPOSED PILES

EXISTING PILES TO REMAIN

PROPOSED SITE PLAN

SCALE 1"=10' (22X34 SHEET)

1"=20' (11X17 SHEET)

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(2) EXIST. PILES TO REMAIN

PROPOSED FIXED DOCK.

BLACK LOCUST DECKING ON

WOOD FRAMING AND

CONCRETE PILES.

(24) PROPOSED

PILES, TYP

REPAIR 8"LX3"WX3"D

CONCRETE SPALL ON NORTH

EDGE OF CAP AT DOCK/CAP

CONNECTION TO WALL.

SEE SHEET 10 FOR DETAILS

PILE QUANTITY TABLE

ITEM SIZE MATERIAL QUANTITY

PILES TO REMAIN 14" S.Q. CONCRETE 2

PROPOSED PILES 14" S.Q. CONCRETE 24

LAKE WORTH LAGOON

EXIST. RIPRAP

EXIST. BULKHEAD

EXIST. LANDING

PLATFORM

OVERWATER FOOTPRINT AREA

ITEM SQUARE FEET

FIXED DOCK 801

105'

25'

PARKING LOT DESIGNATED

CONSTRUCTION STAGING AREA,

SEE SHEET 3 FOR FULL EXTENTS

AT&T CABLES

(ESTIMATED LOCATION)

PROPOSED

LADDERS, TYP.

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ENVIRONMENTAL RESOURCES MANAGEMENT

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PALM BEACH COUNTY

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DEPARTMENT OF

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WEST PALM BEACH, FLORIDA 33411

8'-0"

105'-0"

6'-0"

8'-3" 8'-3" 8'-3" 8'-3" 8'-4" 8'-4" 8'-4" 7'-6" 7'-6" 7'-6" 7'-6" 8'-6" 8'-6"

105'-0"

8'-3" 8'-3" 8'-3" 8'-3" 8'-4" 8'-4" 8'-4" 7'-6" 7'-6" 7'-6" 7'-6" 8'-6" 8'-6"

-4 .2

-3 .7

-3 .5

-3 .1

-2 .1

EL. +5.00' NAVD

EL. +3.8' NAVD

TIP OF PILE

EL=-13.0' NAVD

MIN. 5' EMBEDMENT

INTO ROCK LAYER.

-5 .6

-5 .2

-5 .4

-5 .5

-5 .0

-4 .8

-4 .6

MHW +0.10'

MLW -2.36'

TOP OF PILE

EL +8.0' NAVD

EL. +3.60' NAVD

EL -3.3' NAVD

RAMP AT CONSISTENT SLOPE. MAX SLOPE 1V:12H

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TYPICAL FRAMING PLAN

5/4X6 BLACK LOCUST

DECKING, TYP.

3x8 WOOD JOIST @ 18" O/C MAX, TYP.

INSTALL VYCOR DECK PROTECTOR

OR EOR APPROVED EQUAL JOIST

TAPE TO TOP FACE OF JOIST, TYP.

4X12 WOOD

BEAM, TYP.

3x8 WOOD BLOCKING @

CLEAT, TYP.

SAFETY LADDER1

DOCK SECTION

EXIST. PILE

(TIP EL.

UNKNOWN)

EXIST. PILE

(TIP EL. UNKNOWN)4x12 WOOD BEAM

12" GALV.

CLEAT, TYP.

14" SQ CONC.

PILES, TYP.

BLACK PVC

CONICAL CAP, TYP.

3X8 WOOD BLOCKING AT MIDPSPAN.

FASTEN WITH (2) 10D NAILS AT EA. END IN A

STAGGERED PATTERN. NAILS TO BE MIN

1.5'' FROM TOP AND BOTTOM EDGES OF

BLOCKING AND SPACED MIN 2'' APART.

TOE-NAIL THE LAST BLOCKING ON EACH

END TYP.

BLACK LOCUST

DECKING, TYP.

VERTICAL RUBBER

FENDER, TYP.

EXISTING

RIPRAP

EXISTING

BULKHEAD

MUDLINE ELEVATIONS FROM PBC

OLD BRIDGE PARK PUBLIC USE

FACILITIES DRAWINGS DATED

7/14/16.

SAFETY

LADDER

JOISTS CONNECTED

BETWEEN BEAM

LOCATIONS

EXISTING PILE TO BE CUT TO +8.0' NAVD

AS NEEDED TO MATCH NEW PILES

EXISTING PILE TO BE CUT

TO 2.9' NAVD TO MATCH NEW

BELOW DECK PILES

EXISTING

BULKHEAD BEAM TO PILE

CONNECTION, TYP.

EXISTING CONC.

BULKHEAD CAP

JOISTS AT RAMP TO DECK TRANSITION SHALL HAVE MIN.

3" LAP AND SHALL BE FASTENED TOGETHER WITH (3) 10D

NAILS ON AT EA END. NAILS TO BE MIN. 1.5" FROM TOP

AND BOTTOM OF JOIST AND SPACED MIN 2" APART.

4X6 WOOD GUARD POST

CENTERED BETWEEN

CONCRETE PILES, TYP.

14" SQ CONC.

PILE, TYP.

EXIST. PILE

EDGE JOIST

SCALE 1"=4' (22X34 SHEET)

1"=8' (11X17 SHEET)

SCALE 1"=4' (22X34 SHEET)

1"=8' (11X17 SHEET)

EDGE JOIST AT RAILING POST SHALL AVOID POST BOLTING

TO BUTT-BUTT CONNECTION. STAGGER JOIST CONNECTION

AS NEEDED TO AVOID CONFLICT WITH BOLT AND STRAP.

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ENVIRONMENTAL RESOURCES MANAGEMENT

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PALM BEACH COUNTY

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DEPARTMENT OF

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WEST PALM BEACH, FLORIDA 33411

8'-0"

MHW +0.10'

MLW -2.36'

5/4 x 6 BLACK LOCUST

DECKING, TYP

14" CONC. PILE, TYP.

EL +6.5' NAVD

TOP OF FENDER

4x12 WOOD BEAM, TYP

EL -3.3' NAVD

BOTTOM OF FENDER

3X8 WOOD

JOISTS SPACED

@18" O.C., TYP.

T/DECK EL +3.6' NAVD

VERT. FENDER, TYP.

SIMPSON LTS12 SS

STRAP, TYP.

EA. JOIST

STAGGERED.

EL +8.0' NAVD

TOP OF PILE

6'-10"

BLACK PVC

CONICAL CAP, TYP.

PILE TIP

EL. -13.0' NAVD

6'-0"

MHW +0.10'

MLW -2.36'

5/4 x 6 BLACK

LOCUST

DECKING, TYP

14" CONC. PILE, TYP.

4x12 WOOD BEAM, TYP

3X8 WOOD

JOISTS SPACED

@18" O.C., TYP.

SIMPSON LTS12

SS STRAP, TYP.

EA. JOIST

STAGGERED.

RAILING

PILE TIP

EL. -13.0' NAVD

5'-8"

EL VARIES

T/PILE EL VARIES

EL VARIES

8'-0"

MHW +0.10'

MLW -2.36'

5/4 x 6 BLACK LOCUST

DECKING, TYP

14" CONC. PILE, TYP.

4x12 WOOD BEAM, TYP

3X8 WOOD JOISTS

SPACED @18" O.C., TYP.

T/DECK EL +3.6' NAVD

SIMPSON LTS12 SS STRAP, TYP.

EA. JOIST STAGGERED.

6'-10"

PILE TIP

EL. -13.0' NAVD

T/PILE EL +2.9' NAVD

T/RAILING EL +7.27' NAVD

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DOCK SECTION AT MOORING LOCATIONS

14" PRESTRESSED PILE DETAIL

N.T.S

1. Fc' = 6,000 PSI (MIN)

2. (8) 1/2" DIA, GRADE 270 LRS

3. MIN. 3" COVER ON ALL REINF.

4. ALL PILINGS TO FDOT CONCR. CLASS V SPEC.

5. CONTRACTOR TO MAINTAIN PILE LOGS.

6. PILES SHALL BE FROM A FDOT CERTIFIED FACILITY

OF PRESTRESSED CONCRETE PRODUCTS.

14"x14" PILE SPECIFICATION:

5 TURNS @ 1" PITCH

16 TURNS @ 3" PITCH 6" PITCH

W3.4 SPIRAL TIES

16 TURNS @ 3" PITCH

5 TURNS @ 1" PITCH

1"SPIRAL TIE

SPACING

14"

3" COVER (TYP.)

W3.4 SPIRAL TIES

SECTION A-A

4" X 3" CHAMFER

(TYP.)

RAMP SECTION

SCALE 1"=2' (22X34 SHEET)

1"=4' (11X17 SHEET)

7SCALE 1"=2' (22X34 SHEET)

1"=4' (11X17 SHEET)

DOCK SECTION WITH RAIL3

7 SCALE 1"=2' (22X34 SHEET)

1"=4' (11X17 SHEET)

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ENVIRONMENTAL RESOURCES MANAGEMENT

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DEPARTMENT OF

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WEST PALM BEACH, FLORIDA 33411

3X8 WOOD JOIST

MHW +0.10'

7/8" DIA EPOXY ANCHOR

SPACED 12'' MAX O.C.

WITH 9" CONC. EMBED

MLW -2.36'

5/4 X 6 BLACK LOCUST

DECKING

3X12 WOOD LEDGER

30"

RAILING NOT SHOWN

FOR CLARITY

6'-0"

7/8'' DIA EPOXY

ANCHOR SPACED 12''

MAX O.C. WITH 9''

CONCR. EMBED

3X12 WOOD LEDGER

12"6"

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JOIST, TYP.

3X8 WD.

BLOCKING @

FASTENERS

RETRACTABLE MARINE

GRADE ALUMINUM DOCK

LADDER W/ 300 LB

CAPACITY

TYPICAL DOCK LADDER

1' -0

MHW +0.10'

MLW -2.36'

N.T.S.

(4) 12"Ø MOUNTING BOLTS

OR EQUAL PER LADDER

MANUFACTURER TO

ACHIEVE CAPACITY

TYPICAL DOCK CLEAT DETAIL

SCALE: 1"= 1'

ELEVATION SECTION

TYPICAL 12"

GALV. DOCK

CLEAT

JOIST, TYP.

DECKING,

TYP.

THRU BOLT

(TYP.)

3X8X2'-0" WOOD

BLOCKING @ CLEAT 3X8 EDGE JOIST, TYP.3X8

MID-SPAN

BLOCKING

(2) 5 8Ø THRU

BOLTS @ 15" O.C.

CTD. IN JOISTS

4" RUBBER FENDER W/

2"Ø EPOXY ANCHOR

SPACING PER MFR.

14" SQ. CONCRETE PILE DECKING, TYP.

FENDER DETAIL 6

8N.T.S.

FENDER DETAIL 7

8N.T.S.

B D

G H H

ACØE

A B ØC D ØE ØF G H FLAT

BAR

BOLT

SIZE WEIGHT

100 100 50 45 30 15 90-130 200-300 40x50 M126 8.5

FENDER

SIZE

E R

150 3.2 115

EXTRUSIONS

dd-SERIES

(UNITS: mm, kg/m)

(UNITS: Nm, kN)

EPOXY ANCHORS W/ 8"

EMBED. FOR CONC.

JOIST CONNECTION DETAIL

SCALE: 22x34 - 1" = 1'

11x17 - 1" = 2'

SIMPSON MSTA 12 SS OR

EQUAL W/10DX21

2" NAILS

BEAM, TYP.

LTS 12 SS STRAP

STAGGERED

JOIST, TYP.

DECKING, TYP.

DECKING &

JOIST NOT

SHOWN

(2) 1"Ø S.S. EPOXIED

THRU BOLTS W/NUTS &

WASHERS AT 3.5' O.C.

STAGGERED IN

PILE/BEAM 4" M

5" M

BEAM, TYP

CONCRETE

PILE, TYP.

BEAM TO PILE CONNECTION DETAIL 4

8N.T.S.

RAMP CONNECTION TO CONCRETE CAP DETAIL

N.T.S.

EXISTING BULKHEAD

TO REMAIN

LEDGER DETAIL

N.T.S.

ELEVATION

DECKING, TYP

EL +5.0' NAVD

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ENVIRONMENTAL RESOURCES MANAGEMENT

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WEST PALM BEACH, FLORIDA 33411

3X8 WOOD EDGE

JOIST, TYP.

14" CONC. PILE, TYP.

3' -8

5/4X6 BLACK LOCUST TOP

RAIL CONNECT TO POST WITH

(2) 10D SS THREADED NAILS.

PRE-DRILL PILOT HOLES TO

PREVENT SPLITTING.

2X4 WOOD RAIL. NAILED WITH

(2) 10D S.S. THREADED NAILS

AT TOP AND BOTTOM TO

GUARD POSTS, TYP.

4X6 WOOD GUARD POST

CENTERED BETWEEN

CONCRETE PILES, TYP.

4" M

AX.

8'-6" 8'-6"

T/PILE EL +3.8' NAVD

T/CAP

EL +5.0' NAVD

4'-3"4'-3"4'-3"4'-3"

OPEN

3.5"

T/PILE EL +3.4' NAVD

7'-6"

OPEN

T/PILE EL +2.9' NAVD

T/DECK EL +3.6' NAVD

T/RAILING EL +7.20' NAVD

3'-9"3'-9"

(2) 1/2" DIA. SS THRU-BOLTS

W/ NUTS & WASHERS LOCATED THRU

CENTER POST MIN. 2.5" OF EDGE

DISTANCE AND BOLTS SPACED MIN.

2.25" O.C.,TYP. MAINTAIN 2.5" OF

END DISTANCE. STAGGER JOIST BUTT

TO BUTT CONNECTION AS NEEDED.

EDGE JOIST, TYP.

DTT2SS SIMPSON

TIE HOLD

DOWN ANCHOR

3X8 WOOD

BLOCKING

14" CONC.

PILE, TYP.

3' -8

5/4X6 BLACK LOCUST

TOP RAIL SLOPED AT 15

DEGREES

DECKING, TYP.

2X4 WOOD

RAIL

4X6 TIMBER

GUARD POST

TOP-INSIDE EDGE OF

TOP RAIL EASED ROUND

CHAMFER TOP EDGE OF

SIDE RAIL TO SUPPORT

TOP RAIL AS NEEDED

3' -0

ADA COMPLAINT HANDRAIL

OUTSIDE DIAMETER SHALL

NOT BE LESS THAN 1.25" AND

NOT GREATER THAN

2".PROJECTION INTO

ACCESSIBLE ROUTE SHALL

NOT EXCEED 4.5".

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TYPICAL RAILING ELEVATION @ RAMP SECTION

SCALE 1"=1'

SECTION

SCALE 1"=1'

JOIST, TYP.

3X8 WOOD

BLOCKING

(2) 12" Ø S.S.

THRU BOLT, TYP.

4X6 WOOD

GUARD POST, TYP.

EDGE JOIST, TYP.

1/2" DIA SIMPSON

DTT2SS STRAPS WITH

(8) 1.5" SDS SCREWS

TYPICAL EDGE JOIST CONNECTION

FOR POST CONNECTION

SCALE 1"=1/2'

RAILING DETAILS

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ENVIRONMENTAL RESOURCES MANAGEMENT

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AutoCAD SHX Text

DEPARTMENT OF

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WEST PALM BEACH, FLORIDA 33411

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CLEAN & FILL

CRACKS 1/32" THICK

OR WIDER WITH

REPAIR EPOXY

AREA OF SPALLED

CONCRETE

LIMITS OF UNSOUND CONCRETE.

REMOVE & REPAIR WITH

OVERHEAD PATCH. (SEE NOTES

ON THIS SHEET)

CLEAN & TREAT

EXPOSED

REINFORCEMENT

STEEL. (SEE NOTES

ON THIS SHEET)

LIMITS OF UNSOUND

CONCRETE PRE-SPALL.

REMOVE & REPAIR WITH

OVERHEAD PATCH. (SEE

NOTES ON THIS SHEET)

EXISTING

REINFORCED

CONCRETE SLAB

CLEAN & FILL EXPOSED

CORRODING METAL

HARDWARE (TYP.)

CONCRETE SPALL REPAIR NOTES

1. REPAIR AREAS INDICATED ON SHEET 5, AND AS DIRECTED BY

ENGINEER.

2. CONTRACTOR TO NOTIFY ENGINEER OF ADDITIONAL

DAMAGE AREAS.

3. REMOVE ALL UNSOUND CONCRETE AROUND SPALL AREA BY

CHIPPING WITH PICKS OR LIGHTWEIGHT PNEUMATIC IMPACT

TOOLS TO EXPOSE SOUND CONCRETE FREE OF LOOSE AND

UNSOUND MATERIALS. CARE SHALL BE TAKEN TO AVOID

DAMAGE TO SOUND CONCRETE BEYOND THE LIMITS OF THE

DEMOLITION AND TO AVOID DISLODGING OR DAMAGING

EXPOSED, EXISTING REINFORCING STEEL.

4. SAW CUT EDGES OF REPAIR AREA TO A DEPTH OF AT LEAST

1/2" TO PROVIDE SQUARE EDGE.

5. CLEAN ALL EXPOSED SURFACES, INCLUDING THE EXPOSED

SURFACES OF THE REINFORCEMENT STEEL BY POWER WIRE

BRUSH. SURFACES SHALL BE FREE OF ANY BOND INHIBITING

OR OTHER DELETERIOUS MATERIALS. IF REINFORCING HAS

LOST MORE THAN 25% SECTION, SPLICE NEW

REINFORCEMENT TO MATCH ORIGINAL. ALL EXPOSED

REINFORCEMENT STEEL SHALL BE TREATED WITH

APPROVED CORROSIVE INHIBITOR.

6. APPLY THORTEX EPOXY MORTAR (OR EQUIVALENT) IN

ACCORDANCE WITH MANUFACTURER INSTRUCTIONS.

CONTRACTOR TO SUBMIT SPECIFICATIONS TO ENGINEER

FOR APPROVAL.

7. CURE REPAIR MATERIAL IN ACCORDANCE WITH

MANUFACTURER INSTRUCTIONS.

CONCRETE REPAIR PRODUCT SCHEDULE

APPLICATION

DESCRIPTION

CONCRETE

REPAIR PRODUCT MANUFACTURER REMARKS

BONDING

ARMATEC 110 SIKA ONLY FOR OVERHEAD APPLICATIONS. USE SCRUB COAT FOR

VERTICAL AND HORIZONTAL APPLICATIONS (OPNE AND UNCLOG

PORE STRUCTURE)PLANIBOND MAPEI

CEMENTITIOUS

ANTI-CORROSION

INHIBITING PRIMER

ARMATEC 110 SIKA

APPLY TO ALL EXPOSED SURFACES OF STEEL REINFORCEMENT

AND OTHER EMBEDDED STEEL

PLANIBOND MAPEI

HORIZONTAL REPAIRS

ZICATOP 122 PLUS SIKA CORP TROWEL APPLIED IN LIFTS. LIFT THICKNESS = 1/8" MIN. AND 1"

MAX. (NEAT) OR 4" MAX. (EXTENDED - SEE MFR DATA SHEET)

MAPECEM 202 MAPEI

VERTICAL REPAIRS

SIKATOP 123 SIKA CORP

TROWEL APPLIED IN LIFTS. LIFT THICKNESS = 1/8" MIN. AND

1-1/2" MAX. DO NOT EXCEED 8" TOTAL THICKNESS.SIKAQUICK VOH SIKA CORP

PLANITOP XS MAPEI

FORM-AND-CAST

REPAIRS

(FULL-DEPTH)

SIKACRETE 211 SCC

PLUS SIKA CORP UP TO 8" THICK APPLICATIONS. FOR APPLICATIONS

GREATER THAN 8" THICK, NOTIFY ENGINEER.PLANITOP 11 SCC MAPEI

EPOXY CRACK

INJECTION

SIKADUR 31, HI-MOD

GEL & SIKADUR 32 SIKA CORP

SEAL PORTS AND CRACKS W/ SIKADUR 31, HI-MOD GEL AND LET

CURE, THEN INJECT SIKADUR 52 W/ STEADY PRESSURE

PLANIBOND AE &

EPOJET LV MAPEI SEAL PORTS AND CRACKS W/ PLANIBOND AE AND LET CURE,

THEN INJECT EPOJET LV W/ STEADY PRESSURE

NOTES:

1. COORDINATE AND SCHEDULE A PRE-CONSTRUCTION MEETING W/ GENERAL CONTRACTOR, CONCRETE REPAIR

CONTRACTOR, PRODUCT MANUFACTURER REPRESENTATIVE, SPECIAL INSPECTOR AND ENGINEER PRIOR TO

COMMENCEMENT OF THIS WORK.

2. SUBMIT PRODUCT DATA SHEETS FOR PRODUCTS TO BE USED TO ENGINEER.

3. SUBSTITUTIONS WILL BE CONSIDERED. PROPOSED SUBSTITUTIONS SHALL BE REVIEWED AND APPROVED BY ENGINEER

PRIOR TO USE. USE PRODUCTS IN STRICT ACCORDANCE W/ MANUFACTURER'S WRITTEN RECOMMENDATIONS.

LIMITS OF UNSOUND CONCRETE PRE-SPALL.

REMOVE & REPAIR WITH OVERHEAD PATCH.

(SEE NOTES ON THIS SHEET)

AREA OF SPALLED

CONCRETE

CLEAN & TREAT EXPOSED

REINFORCEMENT STEEL.

(SEE NOTES ON THIS SHEET)

EXIST. CONC. CAP

TO REMAIN

LIMITS OF UNSOUND CONCRETE.

REMOVE & REPAIR WITH OVERHEAD PATCH.

(SEE NOTES ON THIS SHEET)

CONCRETE CAP REPAIR DETAIL (TYP.)

N.T.S.

CONCRETE CRACK REPAIR NOTES

1. REPAIR CRACKS GREATER THAN 1/32" IN AREAS INDICATED

ON SHEET 5.

2. CONCRETE SURROUNDING THE CRACKS SHALL BE TESTED

FOR SOUNDNESS BY HAND USING A LIGHT MANUAL HAMMER.

IN THE EVENT THAT THE CONCRETE SPALLS, PROPER SPALL

REPAIRS SHALL BE CONDUCTED.

3. CRACKS SHALL BE CLEANED TO ENSURE THAT CRACKS ARE

SOUND, CLEAN, DRY AND FREE OF DELETERIOUS

MATERIALS.

4. INJECT REPAIR EPOXY INTO CRACKS IN ACCORDANCE WITH

CONCRETE CAP MANUFACTURER'S INSTRUCTIONS

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(561) 233-2400

AutoCAD SHX Text

ENVIRONMENTAL RESOURCES MANAGEMENT

AutoCAD SHX Text

PALM BEACH COUNTY

AutoCAD SHX Text

DEPARTMENT OF

AutoCAD SHX Text

WEST PALM BEACH, FLORIDA 33411

	2026-03-05T08:31:48-0500
Jordon Cheifet

File details come from the government source that posted it. Updated Aug 28, 2026.