12-Deerfield Island ADA Dock Drawings Bid Set PNC2132293C1.pdf
PDF 3 MB Posted
- Attached to
- Deerfield Island ADA Dock
- Solicitation number
- PNC2132293C1
- Issued by
- Broward County, Florida
About this file
This is a Scope of Work and Bid Set document prepared by the Broward County Parks and Recreation Division for the Deerfield Island ADA Dock project located at 1720 Deerfield Island Park, Deerfield Beach, Florida 33441. The project involves the installation of an aluminum floating dock (8 feet wide by 36 feet long), a pre-engineered aluminum gangway (6 feet wide by 30 feet long), a concrete abutment with 12-inch square prestressed concrete piles, a 4-inch PVC fire line with fire hose cabinet, and associated appurtenances including reflective tape banding, solar marine beacons, ADA-compliant handrails, and a "No Docking" sign. The Broward County Parks and Recreation Division will separately supply and deliver the floating dock with engineer-signed drawings; the contractor is responsible for supplying and installing all other components. The project specifications reference the Florida Building Code 8th Edition and are based on the North American Vertical Datum 1988 (NAVD 88) elevations. Work hours are restricted to 7:00 a.m. to 5:30 p.m. Monday through Friday for barge-based work and Monday through Thursday for land-based work when the island is closed to the public. The contractor must use the County-provided barge (30 feet by 40 feet by 4 feet with 78,000-pound capacity) for material transport, with staging at Alsdorf Park in Pompano Beach, 4.9 miles away by water route, requiring 48 hours advance notice for barge scheduling.
Concrete specifications require a 4,000 psi strength mix designed per ASTM C94 with a maximum water-to-cement ratio of 0.45, and prestressed concrete piles must comply with FDOT Design Standards Index 20612. The project includes removal and reinstallation of an existing section of wood boardwalk, with temporary ADA-compliant boardwalk installation required Friday through Sunday to maintain public access. All piping and appurtenances must undergo hydrostatic testing at 200 PSI for 2 hours per NFPA 24 and NFPA 14 standards. The contract specifies that aluminum pipe railings, valve specifications, joint restraints of 316 stainless steel, blue-coded water mains per Florida Administrative Code Rule 62-555.320, and compliance with all applicable fire code and water line regulations. No contract value, award date, or specific submittal deadlines are identified in the drawing set itself; however, vendors are required to submit responses electronically through BPRO with all available documentation and are encouraged to provide optional items for comprehensive county review.
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SCOPE OF WORK
GENERAL CODES
FLORIDA BUILDING CODE 8TH EDITION
LOCATION MAP
PARKS AND RECREATION DIVISION
PARKS PLANNING & DESIGN SECTION
1 NORTH UNIVERSITY DRIVE, SUITE 3200B
PLANTATION, FLORIDA 33324-2038
PH: (954) 577 - 4646
DEERFIELD ISLAND ADA DOCK
located at
Broward County Board of County Commissioners www.broward.org
ENGINEER OF RECORD
REVISION
NO. DATE DESCRIPTION
COVER
Project No: #217-23B
· INSTALL ALUMINUM FLOATING DOCK, GANGWAY, AND
CONCRETE ABUTMENT
· INSTALL FIRE 4" PVC FIRE LINE AND FIRE HOSE
CABINET
SHEET INDEX
PROJECT DATA
1 OF 3 COVER SHEET
2 OF 3 DOCK PLAN AND DETAILS
3 OF 3 STAGING AREA AND DEMOLITION PLAN
DEERFIELD ISLAND PARK
1720 DEERFIELD ISLAND PARK, DEERFIELD BEACH, FL 33441
ELEVATION SHOWN HEREON ARE BASED
ON THE NORTH AMERICAN VERTICAL
DATUM 1988 (NAVD 88)
Martin Gross, P.E.
FL. Reg. No. 43963
THIS
SITE
DEERFIELD
ISLAND PARK
HILLSBORO CANAL
IC
W
SHEET No:
This item has been digitally signed and sealed by Martin Gross 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.
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A M
NEW CONCRETE
ABUTMENT, SEE
DETAIL
NEW PRE-ENGINEERED 8' WIDE X
36' LONG ALUMINUM FLOATING
DOCK
NEW PRE-ENGINEERED
6' WIDE X 30' LONG
ALUMINUM GANGWAY
NEW 12" X 12" CONCRETE PILE,
TYPICAL. PROVIDE A SOLAR
MARINE BEACON MOUNTED TO
THE TOP OF ALL DOCK PILING.
ALL PILING TO RECEIVE TWO
BANDS OF 6" WIDE
REFLECTIVE TAPE, REFER TO
SECTION FOR REQUIREMENTS
EX. GATE
6" SPIKE
ELEVATION=4.53(NAVD88)
N:721887.74 E:956607.02
6" SPIKE
ELEVATION=3.42(NAVD88)
N:721968.99 E:956428.51
GATE
EXISTING
FLOATING
DOCKS
(TYP)
EX.
PAVILION
EX. BOARDWALK
TIDAL
WATERS
EX. FIRE HOSE
BOX
EX. FIRE HOSE
BOX
EX.METAL
RAILING
(TYP)
EXIST. SHEET PILE
SEAWALL W/ CAP
EXIST. SHEET PILE
SEAWALL W/ CAP
EX
IS
T.
B
O
AR
DW
AL
K
EX.RAMP
(TYP)
MEAN HIGH WATER
ELEV=0.3'(NAVD88)
(LOCATED ON 11/21/23)
MEAN HIGH WATER
ELEV=0.3'(NAVD88)
(LOCATED ON 11/21/23)
EXIST. SHEET PILE
SEAWALL
MEAN HIGH WATER LINE ELEV=0.3'(NAVD88)
MEAN LOW WATER LINE ELEV=(-)2.0'(NAVD88)
(PER FDEP TIDAL WATER SURVEY PROCEDURAL APPROVAL)
(DATED 11/9/23)
(RIGHT-OF-WAY WIDTH VARIES)
NAIL & DISC
"BROWARD COUNTY"
ELEVATION=6.49(NAVD88)
N:721660.00 E:956353.76
EX. METAL
RAILING
(TYP)
EX. METAL
RAILING
(TYP)
IMPROVEMENTS AND TREES NOT
LOCATED
CONC SEAWALL
CAP 1.4' WIDE
ELEV=3.4
S3 5°
'17
"W
.1
.3'
HILLSBORO CANAL PARTIAL SITE PLAN (SITE #1)
1" = 20'
EXISTING DEERFIELD
ISLAND PARK MARINA
AND DOCKS
MEAN HIGH WATER LINE
(PROJECTION ACROSS
MARINA)
8.3
8.0'
MEAN HIGH WATER
ELEV=0.3'(NAVD88)
(LOCATED ON 11/21/23)
SFWMD RIGHT-OF WAY LINE
SFWMD RIGHT-OF WAY LINE
SFWMD RIGHT-OF WAY LINE
NEW 42" ALUMINUM
RAILING (EAST SIDE ONLY)
NEW GUARDIAN MODEL 2710 ALUMINUM
FIRE HOSE CABINET, RACK ASSEMBLY
GUARDIAN 3110 W/ STANDARD ASSEMBLY
COMPONENTS. EXTINGUISHER ABC 10 LB.
W/ALUMINUM BRACKET OR APPROVED
EQUAL. BOLT TO EXIST. BOARDWALK
WITH 316 STAINLESS STEEL HARDWARE.
EX. 6" PVC FIRE SERVICE LINE
NEW 4" GV
NEW 4" C900 PVC
NEW 6" X 6" X 4" TEE
2'- 6"
G
ANGW
AY
O
VER
LA
P
ADJUST PIPE ALIGNMENT TO
AVOID EXISTING TREES. FINAL
ALIGNMENT TO BE APPROVED
BY THE COUNTY PROJECT
MANAGER.
8' x 36' ALUMINUM
FLOATING DOCK
0.3
MHW
0.3
MHW
1.60
7.00
TOP/PILE
EXISTING CANAL BOTTOM
PROFILE, ELEVATION
VARIES
EXISTING WOOD
WALKWAY
NEW CONCRETE
ABUTMENT WITH 12" X 12"
CONCRETE PILE
NEW 6' X 30' ALUMINUM
GANGWAY
34"
ADA COMPLIANT
HANDRAIL
12" X 12" CONCRETE
PILE, TYPICAL
MINIMUM PILE PENETRATION:
THE LESSER OF A TIP ELEVATION OF
(-)18.5 NAVD OR 5' EMBEDMENT INTO
LIMEROCK.
MINIMUM BEARING CAPACITY: 5 TONS
ELEVATION VIEW DOCK AND GANGWAY
1/4" = 1'-0"
SOLAR MARINE BEACON. ESAFETYLIGHTS
MODEL NO. S8LS WITH BIRD SPIKE, COLOR:
CLEAR, OR APPROVED EQUAL.
SOLAR MARINE BEACON.
COLOR: CLEAR
7.00
TOP/PILE
SFWMD R/W LINE
42" HIGH ALUMINUM PIPE RAILING ALONG EAST SIDE
OF DOCK
NO
DOCKING
ALUMINUM PANEL SIGN,
8" X 2 'X 2' WHITE
REFLECTIVE AND BLACK
3" HIGH LETTERS "NO
DOCKING"
6" WIDE TAPE BANDING , DIAMOND-GRADE,
WHITE, RETROREFLECTIVE MATERIAL, WITH
EPOXY ADHESIVE, TYPICAL ALL PILING12
8"
2' -0
6'-6"
2' -0
MINIMUM PILE PENETRATION:
THE LESSER OF 12' OR 5' EMBEDMENT
INTO LIMEROCK
MINIMUM BEARING CAPACITY: 5 TONS
EXIST. WOOD WALKWAY
2' X 2' CONCRETE
ABUTMENT W/ 4#6 AND
#3 HOOPS @ 12" C/C
12" X 12" CONCRETE PILE
EXIST. GRADE PROFILE
12" X 12" CONCRETE PILE, TYP.
2' X 2' CONCRETE ABUTMENT
1'-6"
1' -0
4" CONCRETE
COVER, TYP.
ABUTMENT DETAIL
1/2" = 1'-0"
SECTION VIEWPLAN VIEW
6"
2 #5 X 16" EPOXY DOWELS, MIN.
4" CONCRETE EMBEDMENT
NOTE: TOP OF ABUTMENT SHALL BE LEVEL WITH TOP OF ABUTTING EXISTING WOOD DECK
3'-6" 1'-6"
PROJECT #:
PHASE:
DATE:
PROJ MGR:
217-23B
APRIL 16, 2026
M. GROSS
NO. DATE DESCRIPTION
REVISIONS
SHEET No:
DOCK PLAN &
DETAILS
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PARKS AND RECREATION DIVISION
PLANNING AND DESIGN SECTION
1 NORTH UNIVERSITY DRIVE, SUITE 3200B
PLANTATION, FLORIDA 33324-2038
PH: (954) 577-4646
This item has been digitally signed and sealed by Martin Gross 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.
Martin Gross, P.E.
FL. Reg. No. 43963
GENERALNOTES
1. ALUMINUM FLOATING DOCK AND GANGWAY ARE PRE-ENGINEERED ITEMS. REFER TO
TECHNICAL SPECIFICATION SECTION 35 51 13 FOR REQUIREMENTS. SUBMIT SHOP DRAWINGS
SIGNED/SEALED BY A FLORIDA REGISTERED ENGINEER. BROWARD COUNTY PARKS AND
RECREATION DIVISION WILL SEPARATELY SUPPLY THE FLOATING DOCK WITH HANDRAIL AND
ASSOCIATED ENGINEER SIGNED/SEALED DRAWINGS. THE GANGWAY AND ALL OTHER ITEMS
SHOWN SHALL BE SUPPLIED BY THE CONTRACTOR.
2. ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.
3. PRESTRESSED CONCRETE PILES: 12” SQUARE PRESTRESSED CONCRETE PILES IN ACCORDANCE
WITH FDOT DESIGN STANDARDS INDEX 20612. REFER TO TECHNICAL SPECIFICATION SECTION
31 62 13 FOR ADDITIONAL REQUIREMENTS.
4. CONCRETE: SHALL BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C94 TO ACHIEVE A
STRENGTH OF 4000 psi AT 28 DAYS. ALL CONCRETE WORK SHALL CONFORM TO ACI 301.
MAXIMUM WATER TO CEMENT RATIO BY WEIGHT = 0.45. SUBMIT CONCRETE MIX DESIGN FOR
REVIEW.
5. THE BARGE USED FOR CONSTRUCTION SHALL BE STORED OUT OF THE NAVIGATIONAL
CHANNEL AND SHALL MAINTAIN ADEQUATE LIGHTING FOR IDENTIFICATION AT NIGHT. THE
BARGE AND PUSH BOAT SHALL MAINTAIN AT LEAST ONE FOOT OF BOTTOM CLEARANCE.
CONSTRUCTION SHALL ONLY OCCUR DURING DAYLIGHT HOURS AND CONTRACTORS SHALL
NOT ENCROACH MORE THAN 25% THE WIDTH OF THE WATERWAY DURING CONSTRUCTION.
ELEVATION LEGEND
1.60 NEW ELEVATION
EXISTING ELEVATION
1 SLIP NUMBER
WATER MAIN NOTES
1. ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM PIPE COVER OF 36
INCHES FOR PVC AND 30 INCHES FOR DIP.
2. PVC PIPES SHALL BE C900 DR-14 WITH PUSH-ON JOINTS, GASKETS MEETING ASTM
F477 AND JOINTS IN COMPLIANCE WITH ASTM D3139.
3. PIPE FITTINGS SHALL BE PVC C907, DR-18 OR THICKER.
4. VALVES AND VALVE BOXES
a. GATE VALVES SHALL BE CLOW F6100 SERIES DUCTILE IRON RESILIENT WEDGE, OR APPROVED EQUAL WITH A 2-INCH OPERATING NUT THAT OPENS LEFT ONLY.
b. VALVE BOXES FOR WATER MAINS SHALL BE U.S. FOUNDRY MODEL 7500, MARKED “WATER”, OR APPROVED EQUAL.
c. PROVIDE A 16" X 16" X 6" THICK CONCRETE COLLAR.
5. RESTRAIN ALL JOINTS WITH FORD UNI-FLANGE STAINLESS STEEL 1300Q SERIES
(316 SS) JOINT RESTRAINTS. ALL JOINT RESTRAINT HARDWARE SHALL BE 316 SS.
JOINT RESTRAINT ASSEMBLY ITEMS NOT AVAILABLE IN 316 STAINLESS STEEL
SHALL INCLUDE A FACTORY INSTALLED EPOXY COATING AND A SUPPLEMENTAL
CONTRACTOR INSTALLED COAL TAR EPOXY COATING.
6. PER F.A.C. RULE 62-555.320 (21)(b) 3 ALL WATER MAIN PIPE, INCLUDING FITTINGS
SHALL BE COLOR CODED OR MARKED USING BLUE AS A PREDOMINANT COLOR TO
DIFFERENTIATE DRINKING WATER FROM RECLAIM OR OTHER WATER.
UNDERGROUND PLASTIC PIPE SHALL BE SOLID WALL BLUE PIPE, SHALL HAVE A
CO-EXTRUDED BLUE EXTERNAL SKIN, OR SHALL BE WHITE OR BLACK PIPE WITH
BLUE STRIPES INCORPORATED INTO , OR APPLIED TO, THE PIPE WALL.
7. HYDROSTATIC TESTING: ALL PIPING AND ATTACHED APPURTENANCES SHALL BE
HYDROSTATICALLY TESTED AT GAUGE PRESSURE OF 200 PSI FOR 2 HOURS. ALL
TESTING SHALL COMPLY WITH NFPA 24 (2024), CHAPTER 10.10 AND BE WITNESSED
BY THE ENGINEER OF RECORD.
8. APPLICABLE NFPA CODES
NFPA 14, 2024 ED.
NFPA 24, 2024 ED
9. CONSTRUCTION OF THE WATER MAIN REQUIRES PARTIAL REMOVAL AND
REINSTALLATION OF AN EXISTING SECTION OF WOOD BOARDWALK.
CONTRACTOR SHALL INSTALL A TEMPORARY SECTION OF ADA COMPLIANT
BOARDWALK AS NECESSARY TO ACCOMMODATE PUBLIC ACCESS FRIDAY
THROUGH SUNDAY.
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PROJECT #:
PHASE:
DATE:
PROJ MGR:
217-23B
APRIL 16, 2025
M. GROSS
NO. DATE DESCRIPTION
REVISIONS
SHEET No:
STAGING AREA AND
DEMOLITION PLAN
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PARKS AND RECREATION DIVISION
PLANNING AND DESIGN SECTION
1 NORTH UNIVERSITY DRIVE, SUITE 3200B
PLANTATION, FLORIDA 33324-2038
PH: (954) 577-4646
This item has been digitally signed and sealed by Martin Gross 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.
Martin Gross, P.E.
FL. Reg. No. 43963
ALSDORF
PARK
NE 14th Street Causeway
2974 NE 14TH ST, POMPANO BEACH, FL 33062
BARGE STAGING
LOCATION
IN
TR
A
CO
A
ST
A L
W A
TE
RW
A Y
CONTRACTOR STAGING AREA
DEERFIELD
ISLAND
PARK
E Hillsboro Blvd
N F ed er al H w y
A 1A
INTRACOASTAL
WATERWAY
WATER ROUTE TO PROJECT SITE
ALSDORF
PARK
NE 14th Street Causeway
A 1A
CONTRACTOR STAGING AREA
(INLAND)
2974 NE 14TH ST, POMPANO BEACH, FL 33062
INTRACOASTAL
WATERWAY
WATER ROUTE TO PROJECT SITE
ALSDORF
PARK
W A
TE
R
R O
U
TE
T O
P R
O
JE
C T
SI
TE
(4 .9
M
IL
ES
DEERFIELD
ISLAND
PARK
1. BROWARD COUNTY HAS AN AGREEMENT IN PLACE WITH THE CITY OF POMPANO BEACH WHICH
PROVIDES FOR CONTRACTOR'S USE OF ALSDORF PARK AS A CONSTRUCTION MATERIAL
STAGING AREA. REFER TO THE ALSDORF PARK STAGING AREA PLAN FOR LOCATION OF A
FENCED STAGING AREA AND BARGE LOADING / OFFLOADING ZONE.
a. CONTRACTOR IS REQUIRED TO COORDINATE USE OF THE FENCED STAGING AREA WITH
OTHER COUNTY CONTRACTORS PERFORMING WORK ON DEERFIELD ISLAND.
b. COUNTY OPERATES AND MAINTAINS A BARGE WHICH IS AVAILABLE AT NO COST TO THE
CONTRACTOR FOR TRANSPORT OF MATERIAL AND EQUIPMENT TO/FROM DEERFIELD
ISLAND. COUNTY BARGE MEASURES 30' X 40' X 4' AND HAS A LOADING CAPACITY OF 78,000
LBS. WITH A 2' FREEBOARD AT FULL LOAD. ACCESS TO THE COUNTY BARGE REQUIRES 48
HOURS ADVANCE NOTICE SCHEDULING. THE COUNTY BARGE SCHEDULE OF OPERATION IS
8:00 A.M. TO 3:00 P.M. MONDAY THROUGH THURSDAY.
c. THE LOADED BARGE SHALL NOT OBSTRUCT THE PUSH BOAT CAPTAIN'S LINE OF SIGHT, WHICH MAY RESULT IN LESS THAN A FULL LOAD SAILING.
d. SAILINGS, LOADING, AND UNLOADING ARE TYPICALLY RESTRICTED DURING LOW TIDE AT
ALSDORF PARK.
e. CONTRACTOR SHALL COORDINATE PARKING ARRANGEMENTS AT ALSDORF PARK WITH
THE CITY OF POMPANO BEACH.
f. CONTRACTOR IS TO LIMIT EQUIPMENT, STORED MATERIALS, AND DUMPSTERS TO THE
FENCED STAGING AREA.
g. USE OF THE COUNTY BARGE FOR TRANSPORT OF PERSONNEL IS EXCLUDED EXCEPT WHEN
ALSO TRANSPORTING EQUIPMENT AND MATERIALS.
2. WORK HOURS ON DEERFIELD ISLAND SHALL BE RESTRICTED TO THE FOLLOWING:
a. BARGE BASED WORK: 7:00 A.M. TO 5:30 P.M. MONDAY THROUGH FRIDAY
b. LAND BASED WORK: 7:00 A.M. TO 5:30 P.M. MONDAY THROUGH THURSDAY DURING WHICH
TIME THE ISLAND IS CLOSED TO THE PUBLIC.
3. CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR MATERIAL AND OR EQUIPMENT
STORAGE AREAS ON THE ISLAND PRIOR TO THE COMMENCEMENT OF WORK.
4. TRANSPORT OF PERSONNEL TO AND FROM DEERFIELD ISLAND SHALL BE THE CONTRACTOR'S
SOLE RESPONSIBILITY.
5. BARGE BASED LOADING AND UNLOADING OF MATERIAL AND EQUIPMENT AT DEEFIELD ISLAND
SHALL BE THROUGH THE EXISTING CLEARED SHORELINE AREA LOCATED APPROXIMATELY 150'
EAST OF THE DEERFIELD ISLAND MARINA. CONTRACTOR SHALL COORDINATE WITH COUNTY
FOR AN ACCEPTABLE PATH OF ACCESS WITHIN DEERFIELD ISLAND.
EXISTING FLOATING DOCK
SECTION, APPROXIMATELY 6'
WIDE X 12' LONG TO BE
REMOVED
EXISTING SECTION OF BOARDWALK,
APPROXIMATELY 6' WIDE X 2' LONG,
TO BE REMOVED
THREE (3) EXISTING ALUMINUUM
PIPES AND CONCRETE BASES TO BE
REMOVED
DEMOLITION NOTES
1. EXISTING ITEMS TO BE REMOVED INCLUDE THE FOLLOWING
a. A SECTION OF FLOATING DOCK, APPROXIMATELY 6' WIDE X 12' LONG
b. A SECTION OF BOARDWALK, APPROXIMATELY 6' WIDE X 2' LONG
c. THREE (3) ALUMINUM PIPE SECTIONS WITH CONCRETE BASE
2. LOCATION OF THE PICTURED DEMOLITION ITEMS COINCIDES WITH THE NEW FLOATING DOCK, GANGWAY, AND ABUTMENT LOCATION.
3. REMOVAL: TRANSPORT DEMOLITION DEBRIS AND DISPOSE OF LEGALLY OFF SITE.
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STAGING AREA PLAN (OFFSITE)
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ENLARGED STAGING AREA PLAN AT ALSDORF PARK
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STAGING AREA NOTES
| ADA Dock Bldg Permit (042026)-Cover.pdf |
| Sheets and Views |
| Cover |
| ADA Dock Bldg Permit (042026)-Plan.pdf |
| Sheets and Views |
| Plan |
| ADA Dock Bldg Permit (042026)-Staging Area.pdf |
| Sheets and Views |
| Staging Area |
| ADA Dock Bldg Permit (052826)-Plan.pdf |
| Sheets and Views |
| Plan |
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