26-8700_Exhibit_M_-_Freedom_Park_Boardwalk_Repair_Plans_Final_Submittal_8-29-25_-_3.5.26.pdf
PDF 14 MB Posted
- Solicitation number
- 26-8700
- Issued by
- Collier County, Florida
About this file
This is a design and specifications document from Stanley Group, a professional engineering firm, for the Collier County Public Services Division Parks & Recreation Department regarding the Freedom Park Boardwalk Repairs project in Naples, Florida. The project encompasses comprehensive repair and restoration work on four boardwalks and six outlooks at Fred W. Coyle Freedom Park. The scope includes replacement of deteriorated boardwalk decking, repair or replacement of damaged structural timber members and fasteners, replacement of compromised pilings, installation of new pilings as needed, pile jacket installations, concrete repairs, asphalt remediation, and timber wingwall repairs. The document contains detailed site plans, pile jacket tables specifying jacket lengths for each pile row across all four boardwalks, material specifications, construction notes, utility coordination requirements, environmental protection measures, and repair details. A non-mandatory pre-bid conference is scheduled for October 20, 2026, at 10:00 a.m. LOCAL TIME at the project site, with sealed bids due electronically by 3:00 p.m. LOCAL TIME on November 6, 2026. The anticipated project budget is $1,300,000.
The specifications require all concrete to meet Florida Department of Transportation (FDOT) standards with a 28-day compression strength of 5,500 PSI (Class IV), all timber members to be pressure-treated Southern Pine (SP) Select Structural or IPE wood with stainless steel fasteners, and reinforcement steel conforming to ASTM A615 Grade 60. The contractor is responsible for all costs associated with temporary shoring, construction staging, environmental protection including silt fences and turbidity barriers, utility coordination and temporary relocation, waste disposal, and compliance with OSHA and all federal, state, and local regulations. Construction activities are restricted to existing boardwalk and outlook footprints plus a 2-foot maintenance easement perimeter, with no staging or stockpiling permitted in mangrove vegetation or environmentally sensitive areas. The contractor must submit shop drawings, construction material documentation, and a construction staging plan for County and Engineer of Record approval prior to beginning work.
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Text version
SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
GENERAL NOTES
NTS
Design Specifications:
Design Method:
Dimensions:
General Notes:
Material Notes:
Utilities Notes:
Existing Boardwalk and Outlook Considerations:
Construction Notes:
Utilities Notes (Contd.):
condition at no cost to the County.
the contractor shall replace and restore to original the existing utilities are damaged during construction, not to damage any of the existing utilities. If any of
7. For any other utilities, the contractor shall take care otherwise.
condition and/or locations unless the County indicated shall restore the utilities back to their original been temporarily relocated or removed, the contractor
6. After coordination with the County, the utilities that have utilities need to be temporarily relocated or removed.
5. Contractor shall coordinate with the County if any
Record (EOR) immediately.
exist, contractor shall notify the County and Engineer of construction easement, prior to construction. If conflicts
4. Contractor shall survey and verify all utilities within the of working adjacent to existing utilities.
Notify utility companies two full business days in advance wires, overhead utilities and underground utilities.
adjacent to existing utilities, including loop and lead-in
3. Contractor shall exercise extreme caution when working
2. All existing utilities are to remain.
during construction.
location shall be determined by the contractor should be considered approximate only. The exact are based on limited investigation techniques and
1. The location of the existing utilities shown in plans
b. ASTM A194 for Nuts.
a. ASTM A193 for Bolts, Washers, and Screws.
6. Unless otherwise noted, all fastener shall be: Stainless Steel 316:
unless otherwise noted.
5. All timber members shown in the plans are nominal sizes, to the County for approval.
4. The contractor shall submit a color sample of the IPE Wood
d. 4x4 Post.
c. 2x6 Handrail, 2x4 Side and Bottom Railing.
b. 2x6 Treads and Risers.
a. 1x4 Decking.
3. The Boardwalk elements shall be IPE Wood for the following:
c. 3" ± Timber Filler.
b. 2x3 Brace and 2x4 Wingwall Planks.
a. 2x12 Stair Stringers and 2x8 Floor Beams.
shall use SP Select Structural for the following:
pine (SP), unless otherwise noted. The Boardwalk elements
2. All timber members shall be pressure treated southern with FDOT Specifications Section 415.
other surfaces. Reinforcement shall be in accordance dimension is shown to the face of concrete or centerline of bars except where the clear pertaining to location of reinforcement are to
Grade 60 unless noted otherwise. All dimensions
c. All reinforcing steel shall conform to ASTM A615, concrete edges except as otherwise noted.
b. Provide ¾ inch chamfers on all exposed
Section 346. This includes all concrete testing.
Department of Transportation (FDOT) Specification
a. Concrete shall be in accordance with Florida compression strength of 5500 PSI.
1. Concrete shall be Class IV concrete with a 28 day outlook areas.
materials shall not block the parking lot, paths, boardwalks, or the fire departments access or row. Equipment and construction
6. Construction activities shall not block path of egree or restrict as needed.
Contractors bid shall also include divers for underwater work construction pontoons, silt fences, and turbidity barriers.
5. Contractors bid shall also include all cost for any scaffolding, end of each work day.
shall remove all trash and debris from the work site at the waterland areas, lakes, and the Gordon River. The contractor
4. Contractor shall prevent trash and debris from entering the barriers and fences, silt fences and turbidity barriers.
staging area, material storage, dumpser location(s), work zone the staging plans shall include, but not limited to: construction the County and EOR for review and approval. At a minimum,
3. The contractor shall submit a construction staging plan to of the exiting boardwalks and outlooks.
existing boardwalks and outlooks and within the footprint maintenance easement, about 2'-0" perimeter around the
2. The limits of construction shall be limited to the existing shoring design and construction.
system. The constructor's bid shall include the cost of protect the structures, including the design of the shoring shall be responsible for any temporary shoring needed to outlooks at all times during construction. The contractor
1. The contractor shall protect the existing boardwalks and
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105 noted.
measured horizontally and vertically unless otherwise
All dimensions are in feet and inches ('-"), and are 1.
Load and Resistance Factor Design (LRFD)
Bridge Construction.
FDOT January 2025 Standard Specifications for Road and4.
National Design Specification for Wood Construction, 2018 (NDS)3.
Florida Building Code 2020 (FBC)2.
Buildings and other Structures (ASCE 7-16)1.
mangrove vegetation or adjacent to environmentally sensitive areas.
stockpiling or other construction activities are allowed within vegetation or environmental sensitive areas are allowed. No staging, in place and protected at all times. Only minor trimming of mangrove mangrove vegetation or environmental sensitive areas shall remain or environmental sensitive areas during construction. The existing
The contractor shall not impact the existing mangrove vegetation and grubbing to minimze impacts to native vegetation and wildlife.
7. Temporary construction easement shall include minimual clearing damaged, the contractor shall replace at no cost to the County.
attached to the boardwalks and outlooks. If any features are boardwalks, outlooks, sidewalks, utilities and all other features
Contractor shall take all precautions to protect the existing 6.
performed in accordance with permit conditions.
all costs including penalties/fines levied for work that is not over the work performed. The contractor shall be responsible for regulations of the various government agencies having jurisdiction
All work performed shall comply with applicable standards and5.
Occupational Safety and Health Administration (OSHA).
including but not limited to those currently mandated by the and local health and safety laws, codes, regulations, and ordinances contractor is responsible for compliance with all federal, state, with the work being performed as part of this project. The
The contractor is solely responsible for site safety associated 4.
shall be removed and be legally disposed of off-site.
cleaning fluids and dispose of properly per state laws. all debris during construction, the contractor shall capture all water, solvents, The contractor is responsible for the disposal of waste material. 3.
members, asphalt, and fasteners to the EOR for approval.
documentation for concrete, rebar, forms, pile jackets, timber
Contractor shall submit shop drawing/construction material 2.
with the actual conditions.
Prior to bidding the work, the contractor shall become familiar 1.
and notify the engineer of any discrepancies.
responsibility to verify this data before beginning construction may not fully represent as-built conditions. It is the contractor's field measurements of the existing boardwalk and outlooks, and information as detailed in the original construction plans and elevations and intersecting angles shown are based on the
1. Dimension verification: Unless otherwise noted, the dimensions, PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
1"=100'
(1 OF 2)
SITE PLAN
MEMORIAL
FREEDOM
UTILITY
UTILITY
UTILITY
WATER
SOLAR PANEL
POLES
POWER
POWER LINES
OVERHEAD
POLES
POWER
POLES
POWER
SIDEWALK (TYP.)
PATH (TYP.)
WALKING
ASPHALT
AREA
MAINTENANCE
36 OF 43)
REPAIR (SEE SHEET
CONCRETE SPALL
38 OF 43)
REPAIR (SEE SHEET
HANDRAIL ALIGNMENT
SITE PLAN (2 OF 2)
MATCHLINE SHEET 4
BOARDWALK NO. 1
OUTLOOK NO. 1
OUTLOOK NO. 2
OUTLOOK NO. 3
BOARDWALK NO. 2
EASEMENT (TYP.)
CONSTRUCTION
2' TEMPORARY
EASEMENT (TYP.)
CONSTRUCTION
2' TEMPORARY
EASEMENT (TYP.)
CONSTRUCTION
2' TEMPORARY
EASEMENT (TYP.)
CONSTRUCTION
2' TEMPORARY
EASEMENT (TYP.)
CONSTRUCTION
2' TEMPORARY
(SEE SHEET 37 OF 43)
ASPHALT AND WINGWALL REPAIR
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
LAKE
GOLDEN
GATE
PKWY.
G O
O D
L E
T T
E
F
R A
N K
R
D
LAKE/WETLAND AREA
WETLAND AREA
LAKE/WETLAND AREA
NOTES
UNDER THE FOOTPRINT OF THE BOARDWALKS AND OUTLOOKS.
3. ALL CONSTRUCTION WORK MOST BE PERFORMED WITHIN THE TEMPORARY CONSTRUCTION EASEMENTS AND WITHIN AND
NATIVE VEGETATION AND WILDLIFE. SEE NOTE NO. 7 ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION.
2. TEMPORARY CONSTRUCTION EASEMENTS SHALL INCLUDE MINIMAL CLEARING AND GRUBBING TO MINIMIZE IMPACTS TO
CONSTRUCTION. IF CONFLICTS EXIST, CONTRACTOR SHALL NOTIFY COUNTY AND ENGINEER OF RECORD (EOR) IMMEDIATELY.
1. THE LOCATIONS OF KNOWN EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE FIELD-VERIFIED PRIOR TO
ACCESS THE UNDERSIDE OF THE BOARDWALK.
CONTRACTOR IS PERMITTED TO USE THE MAINTENANCE STAIRS TO
EQUIPMENT AND MATERIALS ALONG THE BOARDWALK AND OUTLOOKS.
GOLF CARTS OR OTHER VARY LIGHT WEIGHT VEHICLES TO TRANSPORT
4. FOR ALL BOARDWALKS AND OUTLOOKS, THE CONTRACTOR SHALL USE
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
1"=100'
(2 OF 2)
SITE PLAN 4
POWER LINES
OVERHEAD
PATH (TYP.)
WALKING
ASPHALT
39 OF 43)
REPAIR (SEE SHEET
WALKWAY ALIGNMENT
SITE PLAN (1 OF 2)
MATCHLINE SHEET 3
LAKE/WETLAND AREA
40 OF 43) (TYP.)
REPAIR (SEE SHEET
MAINTENANCE STAIRS
MAINTENANCE ROAD
COUNTY
POWER POLES
LIGHT POLES
(TYP.)
LIGHT POLES
SIGN
ROAD
ENTRANCE SIGN
FREEDOM PARK
POLE
POWER
UTILITY
SIDEWALK (TYP.)
CENTER
INFORMATION
KEYPAD
ENTRY
GATE
ENTRY
PUMP STATION
GRE 42-S0130
BOARDWALK NO. 3
BOARDWALK NO. 4
OUTLOOK NO. 6
OUTLOOK NO. 5
OUTLOOK NO. 4
STAIRS NO. 1
MAINTENANCE
STAIRS NO. 4
MAINTENANCE
APPROX. WATERLINE
EASEMENT (TYP.)
CONSTRUCTION
2' TEMPORARY
EASEMENT (TYP.)
CONSTRUCTION
2' TEMPORARY
40 OF 43) (TYP.)
(SEE SHEET
STAIRS NO. 2
MAINTENANCE
40 OF 43) (TYP.)
(SEE SHEET
STAIRS NO. 3
MAINTENANCE
SOUTH LEG
NORTH LEG
Y-JUNCTION
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
LAKE/WETLAND AREA
G O
R D
O N
R I V
E R
GOLDEN GATE PKWY.
PARKING LOT
NOTES
FOOTPRINT OF THE BOARDWALKS AND OUTLOOKS.
3. ALL CONSTRUCTION WORK MOST BE PERFORMED WITHIN THE TEMPORARY CONSTRUCTION EASEMENTS AND WITHIN AND UNDER THE
VEGETATION AND WILDLIFE. SEE NOTE NO. 7 ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION.
TEMPORARY CONSTRUCTION EASEMENTS SHALL INCLUDE MINIMAL CLEARING AND GRUBBING TO MINIMIZE IMPACTS TO NATIVE 2.
IF CONFLICTS EXIST, CONTRACTOR SHALL NOTIFY COUNTY AND ENGINEER OF RECORD (EOR) IMMEDIATELY.
THE LOCATIONS OF KNOWN EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE FIELD-VERIFIED PRIOR TO CONSTRUCTION.1.
ACCESS THE UNDERSIDE OF THE BOARDWALK.
CONTRACTOR IS PERMITTED TO USE THE MAINTENANCE STAIRS TO
EQUIPMENT AND MATERIALS ALONG THE BOARDWALK AND OUTLOOKS.
GOLF CARTS OR OTHER VARY LIGHT WEIGHT VEHICLES TO TRANSPORT
4. FOR ALL BOARDWALKS AND OUTLOOKS, THE CONTRACTOR SHALL USE
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
PILE JACKET TABLE
BOARDWALK NO. 1
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTE:
LOCATION
PILE
PILES
OF
NO.
JACKET (FT)
EACH PILE
LENGTH OF
4.0
2 5.0
2 6.0
2 8.0
2 11.0
2 12.0
3 13.0
3 13.0
3 13.0
PILE ROW 10 2 11.0
PILE ROW 1
PILE ROW 2
PILE ROW 3
PILE ROW 4
PILE ROW 5
PILE ROW 6
PILE ROW 9
PILE ROW 8
PILE ROW 7
PILE ROW 11 2 9.0
PILE ROW 12 2 5.0
PILE ROW 13 2 4.0
PILE ROW 14 2 4.0
ALL PILES REQUIRE FULL LENGTH JACKETS.
PILE JACKET TABLE
4. PILE ROWS ARE LISTED IN A NORTH TO SOUTH DIRECTION.
AND SUBMITTAL TO EOR FOR APPROVAL.
CONTRACTOR SHALL FIELD-VERIFIED PRIOR TO CONSTRUCTION
3. LENGHT OF PILE JACKETS SHOWN ARE APPROXIAMTE.
2. SEE SHEET 41 FOR PILE JACKET DETAIL.
1. SEE SHEET 5 AND 6 FOR PILE ROW LOCATIONS.
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
PILE JACKET TABLE
OUTLOOK NO. 1
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTE:
LOCATION
PILE
PILES
OF
NO.
JACKET (FT)
EACH PILE
LENGTH OF
NJR
2 4.0
2 6.0
3 10.0
3 10.0
3 11.0
PILE ROW 1
PILE ROW 2
PILE ROW 3
PILE ROW 4
PILE ROW 5
PILE ROW 6
REMAINING PILES REQUIRE FULL LENGTH JACKETS.
NJR = NO JACKET REQUIRED.
* = PILES REQUIRING PARTIAL LENGTH JACKETS.
4. PILE ROWS ARE LISTED IN A SOUTH TO NORTH DIRECTION.
AND SUBMITTAL TO EOR FOR APPROVAL.
CONTRACTOR SHALL FIELD-VERIFIED PRIOR TO CONSTRUCTION
3. LENGHT OF PILE JACKETS SHOWN ARE APPROXIAMTE.
2. SEE SHEET 41 FOR PILE JACKET DETAIL.
1. SEE SHEET 8 FOR PILE ROW LOCATIONS.
PILE JACKET TABLE
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
PILE JACKET TABLE
OUTLOOK NO. 2
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTE:
LOCATION
PILE
PILES
OF
NO.
JACKET (FT)
WEST PILE
LENGTH OF
3.0
1 NJR
3 6.0
3 6.0
3 6.0
PILE ROW 1
PILE ROW 2
PILE ROW 3
PILE ROW 4
PILE ROW 5
4. PILE ROWS ARE LISTED IN A NORTH TO SOUTH DIRECTION.
AND SUBMIT TO EOR FOR APPROVAL.
CONTRACTOR SHALL FIELD-VERIFIED PRIOR TO CONSTRUCTION
3. LENGHT OF PILE JACKETS SHOWN ARE APPROXIAMTE.
2. SEE SHEET 41 FOR PILE JACKET DETAIL.
1. SEE SHEET 10 FOR PILE ROW LOCATIONS.
JACKET (FT)
EAST PILE
LENGTH OF
3.0
4.0
6.0
6.0
6.0*
REMAINING PILES REQUIRE FULL LENGTH JACKETS.
CENTER PILES REQUIE PARTIAL LENGTH JACKETS.
NJR = NO JACKET REQUIRED.
* = PILES REQUIRING PARTIAL LENGTH JACKETS.
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
PILE JACKET TABLE
OUTLOOK NO. 3
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTE:
LOCATION
PILE
PILES
OF
NO.
JACKET (FT)
EACH PILE
LENGTH OF
3.0
2 4.0
2 6.0
3 9.0
3 9.0
PILE ROW 1
PILE ROW 2
PILE ROW 3
PILE ROW 4
PILE ROW 5
4. PILE ROWS ARE LISTED IN A SOUTH TO NORTH DIRECTION.
AND SUBMIT TO EOR FOR APPROVAL.
CONTRACTOR SHALL FIELD-VERIFIED PRIOR TO CONSTRUCTION
3. LENGHT OF PILE JACKETS SHOWN ARE APPROXIAMTE.
2. SEE SHEET 41 FOR PILE JACKET DETAIL.
1. SEE SHEET 12 FOR PILE ROW LOCATIONS.
PILE ROW 6 3 9.0
ALL PILES REQUIRE FULL LENGTH JACKETS.
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
PILE JACKET TABLES
BOARDWALK NO. 2
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTE:
LOCATION
PILE
PILES
OF
NO.
JACKET (FT)
WEST PILE
LENGTH OF
4.0
2 5.0
PILE ROW 1
PILE ROW 2
PILE ROW 3
PILE ROW 4
PILE ROW 5
PILE ROW 6
PILE ROW 7
PILE ROW 8
PILE ROW 9
6.0
7.0
3.0
4.0
5.0
6.0
7.0
PILE ROW 10
PILE ROW 11
PILE ROW 12
PILE ROW 13
PILE ROW 14
PILE ROW 15
PILE ROW 16
PILE ROW 17
PILE ROW 18
PILE ROW 19
PILE ROW 20
PILE ROW 21
PILE ROW 22
PILE ROW 23
PILE ROW 24
LOCATION
PILE
PILES
OF
NO.
JACKET (FT)
WEST PILE
LENGTH OF
3 7.0
6.0
3.0
4.0
4.0
3.0
4.0
PILE ROW 25
PILE ROW 26
PILE ROW 27
PILE ROW 28
PILE ROW 29
PILE ROW 30
PILE ROW 31
PILE ROW 32
PILE ROW 33
PILE ROW 34
3.0PILE ROW 35
PILE ROW 36
PILE ROW 37
3.0PILE ROW 38
4.0PILE ROW 39
3PILE ROW 40
3PILE ROW 41
2 3.0PILE ROW 42
3.0PILE ROW 43
4.0PILE ROW 44
4.0PILE ROW 45
PILE ROW 46
2PILE ROW 47
JACKET (FT)
EAST PILE
LENGTH OF
4.0
5.0
6.0
7.0
6.0
5.0
5.0
5.0
3.0
3.0
JACKET (FT)
EAST PILE
LENGTH OF
3.0
6.0
5.0
5.0
4.0
4.0
4.0
4.0
3.0
4.0
4.0
4.0
3.0
4.0
4.0
2.0
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
7.0 7.0
7.0 7.0
7.0 7.0
3.02
3.0 5.0
3.0 5.0
3.0 5.0
3.0 5.0
7.0 3.0
7.0 3.0
5.0
3.0 3.0
3.0 3.0
4.0 4.0
4.0 4.0
NJR
NJR NJR
PILE JACKET TABLE PILE JACKET TABLE (CONTD.)
REMAINING PILES REQUIRE FULL LENGTH JACKETS.
* = PILES REQUIRING PARTIAL LENGTH JACKETS.
REMAINING PILES REQUIRE FULL LENGTH JACKETS.
NJR = NO JACKET REQUIRED.
* = PILES REQUIRING PARTIAL LENGTH JACKETS.
4. PILE ROWS ARE LISTED IN A SOUTH TO NORTH DIRECTION.
AND SUBMIT TO EOR FOR APPROVAL.
CONTRACTOR SHALL FIELD-VERIFIED PRIOR TO CONSTRUCTION
3. LENGHT OF PILE JACKETS SHOWN ARE APPROXIAMTE.
1. SEE SHEET 14 TO 16 FOR PILE ROW LOCATIONS.
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
PILE JACKET TABLE
BOARDWALK NO. 3
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTE:
LOCATION
PILE
PILES
OF
NO.
JACKET (FT)
WEST PILE
LENGTH OF
5.0
2 5.0
PILE ROW 1
PILE ROW 2
PILE ROW 3
PILE ROW 4
PILE ROW 5
PILE ROW 6
PILE ROW 7
PILE ROW 8
PILE ROW 9
6.0
5.0
NJR
NJR
PILE ROW 10
PILE ROW 11
PILE ROW 12
PILE ROW 13
PILE ROW 14
PILE ROW 15
PILE ROW 16
PILE ROW 17
PILE ROW 18
PILE ROW 19
PILE ROW 20
PILE ROW 21
PILE ROW 22
PILE ROW 23
PILE ROW 24
JACKET (FT)
EAST PILE
LENGTH OF
5.0
5.0
6.0
5.0
NJR
NJR
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
5.0 5.0
PILE JACKET TABLE
PILE ROW 25 2 NJR NJR
REMAINING PILES REQUIRE FULL LENGTH JACKETS.
NJR = NO JACKET REQUIRED.
6.0 6.0
6.0 6.0
6.0 6.0
6.0 6.0
6.0 6.0
6.0 6.0
6.0 6.0
6.0 6.0
6.0 6.0
6.0 6.0
4. PILE ROWS ARE LISTED IN A SOUTH TO NORTH DIRECTION.
AND SUBMIT TO EOR FOR APPROVAL.
CONTRACTOR SHALL FIELD-VERIFIED PRIOR TO CONSTRUCTION
3. LENGHT OF PILE JACKETS SHOWN ARE APPROXIAMTE.
1. SEE SHEET 18 AND 19 FOR PILE ROW LOCATIONS.
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
(SHEET 1 OF 2)
PILE JACKET TABLES
BOARDWALK NO. 4
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTE:
LOCATION
PILE
PILES
OF
NO.
2 2.0
2 2.5
PILE ROW 1
PILE ROW 2
PILE ROW 3
PILE ROW 4
PILE ROW 5
PILE ROW 6
PILE ROW 7
PILE ROW 8
PILE ROW 9
4.0
5.0
5.0
2.0
PILE ROW 10
PILE ROW 11
PILE ROW 12
PILE ROW 13
PILE ROW 14
PILE ROW 15
PILE ROW 16
PILE ROW 17
PILE ROW 18
PILE ROW 19
PILE ROW 20
PILE ROW 21
PILE ROW 22
PILE ROW 23
PILE ROW 24
2.0
2.5
2.0
5.0
5.0
5.0
2.5 2.5
3.0 3.0
3.0 3.0
3.0 3.0
3.0 3.0
4.0 4.0
4.0 2.0
5.0 5.0
PILE JACKET TABLE
PILE ROW 25 2 5.0 2.0
2.0 4.0
5.0 5.0
2.0 5.0
2.0 2.0
5.0 5.0
2.0 2.0
5.0 5.0
5.0 NJR
2.0 2.0
2.0 5.0
REMAINING PILES REQUIRE FULL LENGTH JACKETS.
NJR = NO JACKET REQUIRED.
* = PILES REQUIRING PARTIAL LENGTH JACKETS.
5.0
5.0
5.0
PILE ROW 26
PILE ROW 27
PILE ROW 28
PILE ROW 29
5.0
5.0
5.0
2.0 2.0
PILE ROW 30 2 5.0 5.0
JACKET (FT)
NORTH PILE
LENGTH OF
JACKET (FT)
SOUTH PILE
LENGTH OF
LOCATION
PILE
PILES
OF
NO.
2 5.0
2 3.0
5.0
5.0
3.0 5.0
5.0 5.0
JACKET (FT)
NORTH PILE
LENGTH OF
JACKET (FT)
SOUTH PILE
LENGTH OF
PILE ROW 31
PILE ROW 32
PILE ROW 33
PILE ROW 34
LOCATION
PILE
PILES
OF
NO.
2 3.0
2 5.0
3.0
5.0
5.0
6.0
PILE ROW 44
PILE ROW 45
PILE ROW 46
PILE ROW 47
PILE ROW 48
PILE ROW 49
PILE ROW 50
PILE ROW 51
PILE ROW 52
PILE ROW 53
PILE ROW 54
PILE ROW 55
PILE ROW 56
PILE ROW 57
PILE ROW 58
5.0
5.0
3.0
5.0
3.0
3.0
5.0 5.0
5.0 3.0
5.0 3.0
3.0 3.0
5.0 5.0
3.0 3.0
5.0 5.0
5.0 5.0
PILE ROW 59 2 6.0 6.0
5.0 5.0
5.0 5.0
5.0 5.0
3.0 5.0
5.0 3.0
5.0 5.0
5.0 5.0
5.0 5.0
3.0 5.0
5.0 3.0
6.0
3.0
3.0
PILE ROW 60
PILE ROW 61
PILE ROW 62
PILE ROW 63
3.0
3.0
3.0
3.0 3.0
PILE ROW 64 2 6.0 6.0
PILE ROW 35
PILE ROW 36
PILE ROW 37
PILE ROW 38
PILE ROW 39
JACKET (FT)
WEST PILE
LENGTH OF
JACKET (FT)
EAST PILE
LENGTH OF
PILE ROW 40
PILE ROW 41
PILE ROW 42
PILE ROW 43
PILE ROW 65 2 3.0 6.0
PILE ROW 66 2 3.0 3.0
PILE ROW 67 2 6.0 3.0
PILE ROW 68 2 6.0 3.0
LOCATION
PILE
PILES
OF
NO.
2 4.0
2 7.0
7.0
7.0
4.0
7.0
PILE ROW 78
PILE ROW 79
PILE ROW 80
PILE ROW 81
PILE ROW 82
PILE ROW 83
PILE ROW 83B
PILE ROW 83C
PILE ROW 84
PILE ROW 85
PILE ROW 86
PILE ROW 87
PILE ROW 88
PILE ROW 89
PILE ROW 90
4.0
4.0
4.0
4.0
7.0
4.0
7.0 7.0
4.0 7.0/
4.0 7.0/
4.0 7.0
4.0 4.0
7.0 7.0
7.0 4.0
7.0 4.0
PILE ROW 91 2 4.0 7.0
4.0 7.0
4.0 7.0
7.0 4.0
7.0 4.0
4.0 7.0
4.0
4.0
4.0 4.0
7.0 4.0
7.0 4.0
4.0
7.0
4.0
PILE ROW 92
PILE ROW 93
PILE ROW 94
PILE ROW 95
4.0
7.0
7.0
4.0 7.0
PILE ROW 96 2 7.0 4.0
PILE ROW 69
PILE ROW 70
PILE ROW 71
PILE ROW 72
PILE ROW 73
PILE ROW 74
PILE ROW 75
PILE ROW 76
PILE ROW 77
PILE ROW 97 2 4.0 4.0
PILE ROW 98 2 4.0 4.0
PILE ROW 99 2 4.0 4.0
2 4.0 7.0
JACKET (FT)
NORTH PILE
LENGTH OF
JACKET (FT)
SOUTH PILE
LENGTH OF
PILE ROW 100
PILE ROW 101 2 7.0 4.0
PILE ROW 102 2 7.0 4.0
2 7.0 4.0PILE ROW 102A
LOCATION
PILE
PILES
OF
NO.
LOCATION
PILE
PILES
OF
NO.
2 7.0
2 4.0
4.0
7.0
4.0 7.0
4.0 7.0
4.0 7.0
7.0 7.0/
7.0 4.0
7.0 4.0
4.0 7.0
PILE ROW 112
PILE ROW 113
PILE ROW 114
PILE ROW 106
JACKET (FT)
WEST PILE
LENGTH OF
JACKET (FT)
EAST PILE
LENGTH OF
PILE ROW 107
PILE ROW 108
PILE ROW 109
PILE ROW 110
PILE ROW 111
1 4.0
1 4.0
PILE ROW 115 2 4.0 7.0
PILE ROW 116 2 4.0 7.0
PILE ROW 117 2 7.0 7.0
2 4.0 4.0
2 4.0 4.0
2 7.0 4.0
3 7.0 7.0/
PILE ROW 114B
PILE ROW 114C
PILE ROW 117B
PILE ROW 117C
PILE ROW 117D
PILE ROW 117E
3 7.0 4.0/PILE ROW 117F
3 4.0 7.0PILE ROW 117G
LOCATION
PILE
PILES
OF
NO.
4.0 4.0
7.0 4.0
7.0 4.0
PILE ROW 103
PILE ROW 104
PILE ROW 105
JACKET (FT)
NORTH PILE
LENGTH OF
JACKET (FT)
SOUTH PILE
LENGTH OF
2 7.0 4.0
2 4.0 7.0
2 4.0 4.0
2 7.0 7.0
2 7.0 7.0
PILE ROW 102C
PILE ROW 102D
PILE ROW 102E
PILE ROW 102F
PILE ROW 102G
PILE ROW 102B 2 7.0 7.0
JACKET (FT)
WEST PILE
LENGTH OF
JACKET (FT)
EAST PILE
LENGTH OF
2 7.0
2 7.0
4.0
4.0
7.0 4.0
7.0 4.0/
4.0/ 7.0
4.0 7.0
PILE ROW 102H
PILE ROW 102I
PILE ROW 102J
PILE ROW 102K
PILE ROW 102L
PILE ROW 102M
*MP = 4.0
*MP = 4.0
*MP = 4.0
MP=X = MIDDLE PILE AND LENGTH OF JACKET.
*MP = 4.0
*MP = 4.0
EAST, TO NORTH, AND BACK TO THE WEST DIRECTION.
AND CONTINUOUS ROUND THE BOARDWALK FROM SOUTH TO
THE PILES ARE LISTED IN THE NORTH TO SOUTH DIRECTION
A) AT THE Y-JUNCTION, STARTING ALONG THE SOUTH LEG,
4. PILE ROWS ARE LISTED IN A WEST TO EAST DIRECTION.
AND SUBMIT TO EOR FOR APPROVAL.
CONTRACTOR SHALL FIELD-VERIFIED PRIOR TO CONSTRUCTION
3. LENGHT OF PILE JACKETS SHOWN ARE APPROXIAMTE.
2. SEE SHEET 41 FOR PILE JACKET DETAIL.
1. SEE SHEET 21 TO 33 FOR PILE ROW LOCATIONS.
PILE JACKET TABLE (CONTD.)
PILE JACKET TABLE (CONTD.)
PILE JACKET TABLE (CONTD.) PILE JACKET TABLE (CONTD.)
PILE JACKET TABLE (CONTD.)
PILE JACKET TABLE (CONTD.)
*MP = 4.0
*MP = 4.0
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
(SHEET 2 OF 2)
PILE JACKET TABLES
BOARDWALK NO. 4
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTE:
REMAINING PILES REQUIRE FULL LENGTH JACKETS.
NJR = NO JACKET REQUIRED.
* = PILES REQUIRING PARTIAL LENGTH JACKETS.
MP=X = MIDDLE PILE AND LENGTH OF JACKET.
LOCATION
PILE
PILES
OF
NO.
2 7.0
2 7.0
4.0
4.0
7.0 4.0
4.0 7.0
4.0 7.0
4.0
7.0 7.0
4.0 4.0
4.0 7.0
PILE ROW 124
PILE ROW 125
PILE ROW 126
PILE ROW 118
PILE ROW 119
PILE ROW 120
PILE ROW 121
PILE ROW 122
PILE ROW 123
2 4.0 7.0
2 7.0 4.0
PILE ROW 129 2 7.0 4.0
PILE ROW 130 2 4.0 7.0
PILE ROW 131 2 4.0 4.0
2 7.0 7.0
2 4.0 7.0
2 7.0 4.0
2 7.0
2 7.0
2 4.0 7.0
JACKET (FT)
NORTH PILE
LENGTH OF
JACKET (FT)
SOUTH PILE
LENGTH OF
4.0
4.0
4.0
PILE ROW 127
PILE ROW 128
PILE ROW 132
PILE ROW 133
PILE ROW 134
PILE ROW 135
PILE ROW 136
PILE ROW 137
PILE ROW 138 2 7.0 7.0
3 7.0 7.0/
3 4.0 7.0/
2 4.0 4.0
2 4.0
2 4.0
2 7.0 4.0
7.0
7.0
PILE ROW 139
PILE ROW 140
PILE ROW 141
PILE ROW 142
PILE ROW 143
PILE ROW 144
2 7.0
2 7.0
2 4.0 7.0
4.0
7.0
PILE ROW 145
PILE ROW 146
PILE ROW 147
LOCATION
PILE
PILES
OF
NO.
2 4.0
2 7.0
4.0
4.0
7.0 7.0
4.0 7.0
PILE ROW 148
PILE ROW 149
PILE ROW 150
PILE ROW 151
JACKET (FT)
NORTH PILE
LENGTH OF
JACKET (FT)
SOUTH PILE
LENGTH OF
LOCATION
PILE
PILES
OF
NO.
2 7.0
2 4.0
4.0
4.0
7.0 7.0
4.0 4.0
7.0 7.0
4.0
7.0 7.0
4.0 7.0
7.0 4.0
PILE ROW 158
PILE ROW 159
PILE ROW 160
PILE ROW 152
PILE ROW 153
PILE ROW 154
PILE ROW 155
PILE ROW 156
PILE ROW 157
2 7.0 4.0
2 7.0 7.0
PILE ROW 163 2 7.0 4.0
1 4.0
1 4.0
2 4.0 4.0
2 3.0
2 3.0 3.0
2 3.0
3 3.0
3 3.0 3.0/
4.0
3.0
3.0/
PILE ROW 161
PILE ROW 162
PILE ROW 164
3 3.0 3.0/
2 7.0 7.0PILE ROW 165
JACKET (FT)
WEST PILE
LENGTH OF
JACKET (FT)
EAST PILE
LENGTH OF
PILE ROW 163B
PILE ROW 163C
PILE ROW 164B
PILE ROW 164C
PILE ROW 164D
PILE ROW 164E
PILE ROW 164F
PILE ROW 164G
LOCATION
PILE
PILES
OF
NO.
2 7.0
2 7.0
4.0
7.0
7.0 7.0
7.0 4.0
7.0 7.0
6.0
6.0 6.0
3.0 6.0
6.0 6.0
PILE ROW 172
PILE ROW 173
PILE ROW 174
PILE ROW 166
PILE ROW 167
PILE ROW 168
PILE ROW 169
PILE ROW 170
PILE ROW 171
2 3.0 6.0
2 3.0 3.0
PILE ROW 177 2 6.0 3.0
PILE ROW 178 2 6.0 3.0
PILE ROW 179 2 6.0 3.0
2 6.0 NJR
2 6.0 6.0
3 6.0 6.0
3 6.0
2 6.0
2 6.0 6.0
JACKET (FT)
NORTH PILE
LENGTH OF
JACKET (FT)
SOUTH PILE
LENGTH OF
6.0
6.0
6.0
PILE ROW 175
PILE ROW 176
PILE ROW 180
PILE ROW 181
PILE ROW 182
PILE ROW 183
PILE ROW 184
PILE ROW 185
PILE ROW 186 2 3.0 6.0
2 3.0 6.0
2 6.0 6.0
2 6.0 6.0
2 6.0
3.0
PILE ROW 187
PILE ROW 188
PILE ROW 189
PILE ROW 190
2 6.0
2 6.0
3.0
6.0
PILE ROW 191
PILE ROW 192
PILE ROW 190B
PILE ROW 190C
3.0
6.0
*MP=4.0
*MP=4.0
*MP=3.0
*MP=3.0
*MP=3.0
EAST, TO NORTH, AND BACK TO THE WEST DIRECTION.
AND CONTINUOUS ROUND THE BOARDWALK FROM SOUTH TO
THE PILES ARE LISTED IN THE NORTH TO SOUTH DIRECTION
A) AT THE Y-JUNCTION, STARTING ALONG THE SOUTH LEG,
4. PILE ROWS ARE LISTED IN A WEST TO EAST DIRECTION.
AND SUBMIT TO EOR FOR APPROVAL.
CONTRACTOR SHALL FIELD-VERIFIED PRIOR TO CONSTRUCTION
3. LENGHT OF PILE JACKETS SHOWN ARE APPROXIAMTE.
2. SEE SHEET 41 FOR PILE JACKET DETAIL.
1. SEE SHEET 21 TO 33 FOR PILE ROW LOCATIONS.
PILE JACKET TABLE (CONTD.) PILE JACKET TABLE (CONTD.) PILE JACKET TABLE (CONTD.)
PILE JACKET TABLE (CONTD.)
- 6.0
6.0-
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
(OUTLOOK 2)
REPAIR DETAIL
ASPHALT AND WINGWALL
HEADER
CONCRETE
ASPHALT PATH
EDGE OF PATH
EDGE OF PATH
EDGE OF PATH
ASPHALT PATH
AREA OF CRACKED
REPLACEMENT
ASPHALT
LIMITS OF
(TYP.)
CRACKS
ASPHALT
(TO REMAIN).
OUTLOOK NO. 2 PLATFORM
TIMBER PLANKS FOR
HEADER
CONCRETE
EXIST.
EXTENSION
HEADER
CONCRETE
COVERED PAVILION
CRACKED ASPHALT
HEADER
CONCRETE
(TYP.)
TOP PLANK
WINGWALL
TIMBER
2" ± VERT. GAP
(TYP.)
TOP 2X4 PLANK (SP)
TIMBER WINGWALL
(TYP.)
TOP 2X4 PLANK (SP)
TIMBER WINGWALL
VARIES FROM 8' TO 10' ±
DECKING
EXIST. OUTLOOK
TOP TO MATCH
28'-6"±
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
OUTLOOK NO. 2
NOTE
AND SIZE.
FIELD VERIFY ACTUAL CRACK LOCATIONS
FOR GRAPHICAL REPRESENTATION ONLY.
ASPHALT CRACKS SHOWN IN PLANS ARE
PLAN VIEW
NOTES FOR ASPHALT AND GAP REPAIR
CONCRETE HEADER EXTENSION DETAIL
1" TO 2"
INDICATED IN THE PLANS.
OF ASPHALT REMOVAL TO ALLOW ASPHALT REPAIR AS
B. REMOVE ASPHALT AND BASE MATERIAL WITHIN LIMITS
A. REMOVE EXISTING WINGWALL TOP TIMBER PLANK.
REMOVAL1.
PER FDOT SPECIFICATION SECTION 258 AND 334.
USE 4" LIMEROCK WITH TYPE SP STRUCTURE COURSE OF 1.5"
C. FOR NEW BASE, PROVIDE OPTIONAL BASE GROUP NO. 1.
SPECIFICATION SECTION 160.
B. PROVIDE A 12" TYPE B STABILIZATION PER FDOT
4. ASPHALT REPAIR (CONTD.)
HEADER EXTENSION. MAX. SLOPE SHALL NOT BE GREATER THAN 5% OR 20:1 (H:V).
BE LEVELED WITH THE TOP OF THE EXIST. TIMBER DECKING/ NEW CONCRETE
ASPHALT SHALL BE PLACED SUCH THAT THE ASPHALT WILL SLOPE UP TO
BASE, AND NEW ASPHALT SHALL BE WITHIN THE LIMITS OF REMOVAL. NEW
STABILIZATION, NEW BASE, AND NEW ASPHALT. THE STABILIZATION, NEW
A. USE FDOT STANDARD SPECIFICATIONS, SECTION 160, 258, AND 334 FOR
4. ASPHALT REPAIR.
AND PLACEMENT.
400, AND 415 FOR CONCRETE AND REINFORCEMENT PROPERTIES, TESTING,
D. THE CONTRACTOR SHALL FOLLOW FDOT STANDARD SPECIFICATIONS 346,
C. THE CONCRETE SHALL BE STRUCTURAL CONCRETE (5500 PSI, CLASS IV).
SHALL MATCH THE LEVELED WITH THE TOP OF THE TIMBER DECKING.
BONDING AGENT, AND CAST NEW CONCRETE. TOP OF HEADER EXTENSION
AMPLIFY, FORM THE SIDES OF THE HEADER EXTENSION, APPLY CONCRETE
B. ROUGHEN THE TOP OF THE EXISTING CONCRETE HEADER TO A 1/4"
PROPERLY PER COUNTY AND STATE LAWS.
AND GREASE. CAPTURE ALL WATER, DIRT, DEBRIS, GREASE AND DISPOSAL
A. PRESSURE WASH THE EXISTING CONCRETE HEADER FREE OF DIRT, DEBRIS,
CONCRETE HEADER EXTENSION3.
FOR MATERIAL AND FASTENER DETAILS.
WITH THE TOP OF THE OUTLOOK TIMBER DECKING. SEE GENERAL NOTES
PLANKS TO CONSTRUCT THE TOP OF THE WINGWALL TO BE LEVELED
OR SCREWED INTO EXISTING TIMBER PILES. USE ONE OR TWO
A. INSTALL NEW WINGWALL TOP PLANKS. PLANKS SHALL BE NAILED
WINGWALL REPAIR2.
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAMEDATE: 8/29/25
LJS
LUIS J. SANTANA II, P.E. NO. 76363
Certificate of Authorization No. 1978 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
43AFK
BOARDWALK REPAIRS
FREEDOM PARK
LJS
‰"=1'
(BOARDWALK NO. 3
REPAIR DETAIL
WRAPPED DECK PLANK
HEADER
CONCRETE
(TYP.)
TOP PLANK
WINGWALL
TIMBER
ASPHALT PATH
DECKING
TIMBER
WARPED
EXIST. VERTICAL GAP
COLLIER COUNTY PUBLIC SERVICES DIVISION
PARKS & RECREATION DEPARTMENT
1515 GOLDEN GATE PKWY, NAPLES, fl 34105
NOTES FOR TIMBER DECKING REPAIR
BOARDWALK NO. 3 EXISTING DECK GAP
4. USE 2 ~ 3" SS DECK SCREWS AT EACH JOINT AND EACH DECK PLANK.
WOOD OR EQUIVALENT. TIMBER WEDGES SHALL CONSIST OF SP.
3. THE TIMBER DECK PLANK REPLACEMENT SHALL CONSIST OF IPE
LEVEL WITH THE REMAINING DECKING.
WEDGE SHALL BE THICK ENOUGHT TO MAKE THE NEW DECK PLANKS
TWO DECK PLANKS BEING REPLACED. THE THICKNESS OF THE
THE LENGTH OF THE WEDGES SHALL MATCH THE WIDTH OF THE
SHALL MATCH THE NARROW WIDTH OF THE UNDERLYING JOINTS.
TIMBER WEDGES TO LEVEL THE NEW DECK PLANKS. THE WEDGES
THE EXISTING DECK PLANKS. IF NECESSARY, INSTALL SMALL
3. THE NEW DECK PLANKS SHALL BE LEVELED WITH THE REST OF
SHALL MATCH THE EXISTING GAP SPACING.
REPLACE IN-KIND. THE GAP SPACING BETWEEN DECK PLANKS
2. REMOVE THE FIRST TWO WRAPPED TIMBER DECK PLANK AND
AND SIZES OF THE FIRST TWO WRAPPED TIMBER DECK PLANKS.
THE CONTRACTOR SHALL VERIFY AND DOCUMENT THE SHAPES 1.
| B1GeneralNotes01 |
| B1SitePlan01 |
| B1SitePlan02 |
| BoardwalkPlanAndElevation02B |
| BoardwalkPlanAndElevation03B |
| BoardwalkPlanAndElevation04B |
| BoardwalkPlanAndElevation05B |
| BoardwalkPlanAndElevation08B |
| BoardwalkPlanAndElevation10B |
| BoardwalkPlanAndElevation23B |
| BoardwalkPlanAndElevation23C |
| BoardwalkDetail02 |
| BoardwalkDetail04 |
| 2026-03-06T08:05:19-0600 | |
| Luis Santana |
File details come from the government source that posted it. Updated .