Riverside_Park_Pier_Repair_Plans.pdf

PDF 15 MB Posted Oct 24, 2025

Attached to: 25-BG-15 -Riverside Park Pier Repair Project
Solicitation number: 25=BG-15
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Jan 9, 2026

Project Overview and Scope

This is a construction drawing set for the Riverside Park Observation Pier Repair project in the City of Holly Hill, Florida, prepared by Dredging & Marine Consultants (DMC) under the direction of Professional Engineer Vitaly B. Feygin (FL License No. 65890). The project involves the removal and replacement of approximately 140 linear feet of damaged pier sections located at 135 Riverside Drive, Daytona Beach, FL 32117, with new prefabricated aluminum dock sections to be installed on existing concrete pilings in the Halifax River. The scope includes installation of four fixed piers measuring 8' × 30' and one fixed pier measuring 8' × 18', each with TimberTech Vintage Max composite decking (1.5" × 5.5"), picket railing systems, LED bollard lighting, and associated hardware and electrical connections. The contractor is responsible for all demolition, excavation, material delivery, site staging, erosion control, environmental compliance, surveying, and restoration activities. The project is located within Federal Emergency Management Agency Flood Zone X and requires coordination with the U.S. Army Corps of Engineers, Florida Department of Environmental Protection, and local permitting authorities.

Technical Requirements and Contractor Responsibilities

All structural aluminum must conform to alloy 6061-T6 mill finish specifications with fully welded joints using 5356 series filler metal, and all fasteners must be Grade 316 stainless steel. The contractor is responsible for complete project stakeout, material testing and certification, preparation of a Shipping, Stockpile and Site Administration Plan, temporary traffic control plans, erosion and turbidity control measures including Type II floating turbidity barriers, site-specific safety planning, and field verification of existing utilities and conditions prior to construction. Construction surveying includes initial stakeout approval by the engineer, and the contractor must provide a final as-built survey certified by a Florida Licensed Professional Surveyor referenced to the North American Vertical Datum of 1988 (N.A.V.D. 88). The engineer must be notified of critical construction stages at least 72 hours in advance, and compliance with FDOT Standards and Specifications and City of Holly Hill Standards is required. All materials must be accompanied by industry-acceptable warranties, and the contractor shall maintain material delivery tickets, testing reports, and shop drawings, which must be provided to the engineer on a weekly basis for the project to receive structural certification.

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File	Type	Posted
Audio_Bid_Opening_25-BG-15.mp3	MP3 file	Dec 1, 2025
Bid_Opening_Tabulation_Sheet.pdf	PDF	Dec 1, 2025
Vendor_Questions_&_Responses.pdf	PDF	Nov 25, 2025
Riverside_Park_Pier_Repair__Pre-Bid_Sign-in.pdf	PDF	Nov 12, 2025
Pre-Bid_Meeting_Question_&_Answers_25-BG-15.docx	DOCX document	Nov 11, 2025
Pre-Bid_Meeting_25-BG-15.mp3	MP3 file	Nov 11, 2025
Riverside_Park_Pier_Repair_Final_S.pdf	PDF	Nov 11, 2025
Addendum_2_-Riverside_Park_Pier_Repair_25-BG-15_.docx	DOCX document	Oct 30, 2025
Addendum_1_Riverside_Park_Pier_Repair_.docx	DOCX document	Oct 27, 2025
Riverside_Park_Pier_Repair_SJ.docx	DOCX document	Oct 24, 2025

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INDEX

SHEET DESCRIPTION

CVR INDEX & LOCATION MAP

C-01 EXISTING CONDITIONS

C-02 AERIAL

C-03 DEMOLITION PLAN

C-04 SITE PLAN

C-05 LIGHT DETAILS

C-06 GENERAL NOTES

C-07 GENERAL NOTES

C-08 ENVIRONMENTAL NOTES

G-1 ISOMETRIC VIEW OF MODEL AND B.O.M.

G-2 INSTALLATION OVERVIEW

G-3 8'X30' FIXED PIER DETAILS

G-4 8'X18' FIXED PIER DETAILS

G-5 PICKET RAILING DETAILS

G-6 COMPONENT DETAILS

G-7 WELD DETAILS

PROJECT ADDRESS: 135 RIVERSIDE DRIVE, DAYTONA BEACH, FL 32117

VOLUSIA

COUNTY

CITY COUNCIL

JHON PENNY MAYOR

DEBRA SNOW DISTRICT 1

PENNY CURRIE DISTRICT 2

JEFFREY "JD" DELANOY DISTRICT 3

ROY JOHNSON VICE MAYOR, DISTRICT 4PROJECT

LOCATION

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FLORIDA

Port Orange, FL 32129 Unit 302 4643 S. Clyde Morris BlvdDredging & Marine Consultants

ENGINEERS SCIENTISTS

Phone:(386) 304-6505 Fax:(386) 304-6506 www.dmces.com

VITALY B. FEYGIN, P.E.

FLORIDA LICENSE No. 65890

ENGINEER CERTIFICATION:

I HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATE

OF FLORIDA PRACTICING WITH DMC, DREDGING & MARINE CONSULTANTS LLC, A

CORPORATION, AUTHORIZED TO OPERATE AS AN ENGINEERING BUSINESS,

CERTIFICATE OF AUTHORIZATION # 9410, BY THE STATE OF FLORIDA DEPARTMENT OF

BUSINESS AND PROFESSIONAL REGULATION, AND THAT I, OR OTHERS UNDER MY

DIRECT SUPERVISION, HAVE PREPARED OR APPROVED THE EVALUATIONS, FINDINGS,

OPINIONS, CALCULATIONS, CONCLUSIONS OR TECHNICAL ADVICE HEREBY

REPRESENTED BY THESE DRAWINGS. THIS PLAN SET WAS PREPARED AT THE OWNER'S

INSTRUCTIONS AND IT IS THE OWNER'S RESPONSIBILITY TO SECURE ALL NECESSARY

STATE AND FEDERAL PERMITS TO CONSTRUCT THE PROJECT AS DEACTED WITHIN.

NOTE TO CONTRACTOR:

THESE DRAWINGS AND THE PROJECT SPECIFICATIONS ARE COMPLEMENTARY,

AND ANY REQUIREMENT OF ONE SHALL BE A REQUIREMENT OF THE OTHER. IT

IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE DRAWINGS AND

SPECIFICATIONS AND TO COMPARE THE REQUIREMENTS OF EACH DIVISION

AND ENSURE THAT EACH TRADE OR SUBCONTRACTOR IS MAKING THE

ALLOWANCES NECESSARY TO PROVIDE THE OWNER A COMPLETE FACILITY,

OPERATIONAL IN ALL RESPECTS, UNLESS OTHERWISE SPECIFICALLY STATED

IN THE DRAWINGS OR PROJECT MANUAL.

IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF

ANY DEFICIENCIES OR DISCREPANCIES AMONG THE DIVISIONS OF THE

DRAWING AND SPECIFICATIONS PRIOR TO THE DEADLINE FOR BID SUBMITTAL.

NEITHER THE OWNER OR ENGINEER WILL BE RESPONSIBLE FOR ANY

DEFICIENCIES OR DISCREPANCIES RAISED AFTER THE BID OPENING.

ACCORDINGLY, IN LIGHT OF THESE OBLIGATIONS, THE ENGINEER IS

OBLIGATED TO INTERPRET THE DRAWINGS SPECIFICATIONS IN A MANNER

THAT WILL PROVIDE THE OWNER WITH A COMPLETE, FUNCTIONING FACILITY

FOR THE BID PRICE.

REPRODUCTION SCALE:

THESE PLANS SHALL BE PRINTED IN COLOR AND

ARE SCALED TO ACCURATELY BE REPRODUCED ON

11X17 SIZED SHEETS. ALL OTHER SHEET SIZES ARE

NOT TO SCALE.

PROJECT LOCATION MAP

SECTION 37, TOWNSHIP 15S, RANGE 33E

RIVERSIDE PARK

OBSERVATION PIER REPAIR

OCTOBER 14, 2025

CONSTRUCTION DRAWINGS

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EXISTING DAMAGED PIER, FACING SOUTHEAST DMC, 5-14-2025

DMC, 5-14-2025EXISTING DAMAGED PIER, FACING SOUTHWEST

SUBMERGED PIER

SECTIONS TO BE

REMOVED

EXISTING ALUMINUM HEADERS

AND FASTENERS TO BE REMOVED

EXISTING SUBMERGED PIER SECTIONS, FACING WEST DMC, 5-22-2025

EXISTING DAMAGED PIER, FACING NORTHEAST DMC, 5-22-2025

EXISTING CONCRETE PILES

TO REMAIN

EXISTING LED BOLLARD

LIGHTS TO REMAIN

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AERIAL

1" = 30'

EXISTING SEAWALL

LABINS, 2021

EXISTING PIER

EXISTING PAVILION (TYP.)

PROPOSED PIER

(BY OTHERS)

Feet 0 30 60

PROPOSED LED

BOLLARD LIGHTS (TYP.)

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DEMOLITION PLAN

1" = 20'

EXISTING SUBMERGED PIER SECTIONS TO

BE REMOVED AND DISPOSED (LOCATION

APPROXIMATE)

EXISTING PIER

TO REMAIN

EXISTING PAVILION

TO REMAIN (TYP.)

EXISTING DAMAGED PIER TO BE

REMOVED AND REPLACED

EXISTING DAMAGED PIER TO BE

REMOVED AND REPLACED

EXISTING CONCRETE PILES TO REMAIN,

EXISTING ALUMINUM HEADERS AND

FASTENERS TO BE REMOVED

PROPOSED TEMPORARY TYPE II FLOATING

TURBIDITY BARRIER DURING ALL PHASES OF

DEMOLITION AND CONSTRUCTION

Feet 0 20 40

EXISTING LED BOLLARD

LIGHTS TO REMAIN (TYP.)

EXISTING ELECTRICAL CONDUIT TO

REMAIN. ANY DAMAGED CONDUIT OR

WIRES SHALL BE REPLACED

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EXISTING

PAVILION (TYP.)

EXISTING PIER

EXISTING

SEAWALL

PROPOSED PIER

137'-10"

8'-0"

74'-11"

EXISTING LED BOLLARD

LIGHTS (TYP.) (5) PROPOSED LED

BOLLARD LIGHTS

PROPOSED

ELECTRICAL CONDUIT

20'-0" 30'-0" 30'-0" 30'-0" 30'-0"

SITE PLAN

1" = 20'

PROPOSED TEMPORARY TYPE II FLOATING

TURBIDITY BARRIER DURING ALL PHASES OF

DEMOLITION AND CONSTRUCTION

Feet 0 20 40

EXISTING ELECTRICAL

CONDUIT

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LED BOLLARD LIGHT DETAILS

N.T.S.

ELECTRICAL NOTES:

· CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A WORKING ELECTRICAL

CONNECTION BETWEEN THE EXISTING AND PROPOSED UTILITIES.

· CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND REPAIR/REPLACE

ELECTRICAL CONNECTIONS, WIRES, CONDUIT, ETC. AS NECESSARY.

· LED BOLLARD LIGHTS TO BE PROVIDED BY CITY.

EXISTING D-SERIES

LED BOLLARD

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6IMPORTANT NOTES TO BIDDERS:

1. The Contractor shall retain all material delivery tickets, material testing reports and cut-sheets/shop drawings for manufactured products for the project and provide copies to the Engineer on a weekly basis. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

2. The Engineer must be given advanced notice of the critical stages of construction such as initial construction stakeout, pier demolition, pier placement, etc. The Engineer will not make a structure certification if the Contractor does not comply with this requirement.

3. The location of existing utilities, utility services, facilities, and structural features shown on these plans has been determined from the information available at the time of the preparation of these plans, but do not purport to be absolutely correct and are provided for only the convenience of the Contractor. Any inaccuracy or omission in such information shall not relieve the Contractor of its responsibility to protect the existing features from damage and unscheduled interruption of service or from the responsibility to relocate utilities are required. Should a discrepancy arise between these plans and actual field conditions which would appreciably affect the execution of the plans the Contractor shall stop construction and notify the City/County and utility or facility owner immediately. The Contractor shall verify, prior to construction, the exact location, elevation, dimensions of all existing utilities, facilities, structures, and other features (whether or not shown in the plans). The Contractor shall be solely responsible for coordination of any utilities to be adjusted by others for the construction of this project and shall coordinate with other utilities and entitles as required to ensure the successful implementation of this project.

4. A pre-construction meeting must be scheduled before start of construction and all parties are to attend including: Owner or Owner's Representative, Engineer, Prime Contractor, Subcontractor(s), Surveyor, Applicable Tradesmen, etc. The Engineer will lead the meeting and provide a list of critical items to discuss.

GENERAL:

1. Owner hereinafter refers to Owner's Representative, City, County, Town, Developer or

Private Entity.

2. All elevations in the project plans are referenced to feet N.A.V.D. 88.

3. The project shall be straight, plumbed, level, and elevations are correct as shown in plans.

4. Any deviation from these plans, notes or specifications must be approved in writing by the Owner or Engineer, or else the deviation will be considered construction non-compliant with the plans and specifications.

5. Any discrepancies amongst the plans, notes, specifications and other bid documents must be resolved in writing by the Owner or Engineer prior to continuing the work in question.

6. These plans, notes and specifications, along with the other components of the project bidding documents, constitute the only instructions to bidders/contractors, unless written addenda are issued.

7. All construction, manufacturing, fabrication and testing of materials shall be performed under the guidelines set forth in applicable local, state and federal codes, and/or under recommendations provided in technical publications of respected professional or industry organizations. Material testing programs, where applicable, shall be presented to the Engineer for review and approval prior to construction.

8. All products constructed or manufactured/supplied for the project shall be accompanied by industry acceptable warranties or guarantees.

9. For the purpose of these specifications. "Project Completion" is defined as completion of an agreed upon list of punchlist items compiled in a planned project walkthrough held at a time the Contractor considers the project to be "Substantially Complete". The Contractor shall notify the Owner and Engineer at least 72 hours in advance of substantial completion and schedule a mutually agreeable walkthrough.

10. A portion of the site lies within flood zone “X" as indicated on Federal Emergency Management Agency Flood Insurance Rate Map Community Panel No.12127C0357J dated September 29, 2017.

11. Any materials interfering with construction, and all abandoned utility lines, pipes, structures and other subterranean objects to be removed, shall be disposed of as directed by the Owner. All materials not claimed by the Owner shall be disposed of at the Contractor's expense in areas provided by the Contractor.

12. All materials to be removed from the existing structures per the construction plans.

13. The Contractor shall endeavor to protect private property. Any damage caused by the

Contractor in the performance of his work shall be corrected to the satisfaction of the Engineer at the Contractor's expense. Payment shall not be made for this work.

14. Any damage to state, county, or local roads caused by the Contractor's hauling or excavation equipment shall be repaired by the Contractor to the satisfaction of the Engineer. Payment shall not be made for this work.

15. The construction lengths indicated in these plans are approximate. Actual limits may be set in the fields as directed by the Engineer.

16. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing, or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree to remain on site unless approved by the Engineer.

17. The Owner and the Engineer reserve the right to perform quality assurance testing on all materials delivered to project and to reject all materials not meeting acceptable standards.

18. The Contractor shall be responsible for the complete stake-out of the project, i.e., line, grade, slope stake, utility relocations or any other stake-out that may be required to complete the project in accordance with the plans and specifications. Any and all expenses incurred for this work shall be included in the unit price bid for other items. No additional payment shall be made for this work. Contractor shall also be required to provide a certified as-built survey of the grading, drainage and earthwork improvements and meet any minimum requirements of Owner.

19. Overall cleanup shall be accomplished by the Contractor in accordance with Owner standards or as directed by the Engineer. Any and all expenses incurred for this work shall be included in the unit price bid for other items.

20. If, during construction activities, any evidence of historic resources including, but not limited to, aboriginal or historic pottery, prehistoric stone tools, bone or shell tools, historic trash pits, or historic building foundations are discovered, work shall come to an immediate stop and the client and the Florida Division of Historical Resources shall be notified within two working days.

21. All materials and construction shall be in accordance with the more stringent of the current FDOT Standards and Specifications or City of Holly Hill Standards.

22. Contractor shall be responsible for independently calculating all quantities for the project including earthwork. It is the Contractors responsibility to verify the Engineers estimated quantities included on the bid schedule.

23. The Contractor shall provide pumping equipment and devices to properly remove and dispose of water during construction, if needed.

24. Refer to construction pollution prevention plan for erosion control notes.

SURVEY INFORMATION:

Survey information shown hereon from survey performed by Arc Surveying & Mapping. May 04, 2023. Referenced on the North American Vertical Datum of 1988 (N.A.V.D. 88).

ENVIRONMENTAL AND PERMITS:

1. The U.S. Army Corps of Engineers (USACE), Florida Department of Environmental

Protection (FDEP) and the local city or county may exert jurisdiction over construction of the project. The Contractor shall be responsible to understand and comply with all applicable permit conditions imposed by the jurisdictional agencies, if permits are necessary. If not, the Contractor must at least comply with general state water quality standards for siltation and guidelines for encounters with threatened and endangered species.

2. All building and construction-related permits from the local (city or county) or state authorities are the responsibility of the Contractor.

3. The Contractor shall be responsible for penalties and/or fines levied due to work that is not in accordance with permit conditions.

4. National Marine Fisheries Services has special conditions for manatees. See details.

SUBMITTALS:

All submittals shall be made to the Engineer of Record for review and approval, in writing, prior to ordering and before construction. Submittals also include but are not limited to, shop drawings, mark-up drawings, sketches, cut-sheets, product literature, additional specifications, photographs and letters.

Submittals list:

1. Schedule for completion of work with tasks and durations defined.

2. Shipping, Stockpile and Site Administration Plan (SSSAP).

3. Temporary Traffic Control plan (TTC) for vehicles and pedestrians, including material deliveries, stockpile area(s), worker's parking and construction equipment.

4. Site-Specific Safety Plan shall be distributed and reviewed with all site workers prior to said workers commencing work on the project site. See "Site Safety" heading.

5. Complete list of required shop drawing submittals shall be provided by the Engineer at the preconstruction meeting.

6. Changes, alternates or other methods different from project plans must be approved, in writing, via submittals required by the Engineer and/or Owner.

7. After completing the punchlist in the field, the Contractor must submit a itemized punchlist, as-built survey and record drawings for final changes and the Engineer of Record approving in writing.

8. The Contractor shall be responsible for keeping a log of change orders, RFI's and shop drawings. The log shall be updated and available upon request.

INSPECTION COORDINATION:

1. The Engineer will be conducting routine observations and observations at critical stages of construction. A minimum of 72 hours notice shall be given to the Engineer prior to commencing the critical stages of construction. In general, critical stages are the initial work on the major structure components. Examples of critical stages of construction include: initial construction stakeout, pier demolition, pier placement, etc.

2. The local city or county may perform their own construction observations in addition to the Engineer. No observers other than the Engineer or his/her designated representative shall have the authority to determine compliance with plans and specifications.

3. Other observers may relay information to the Engineer, but it will be the Contractor's ultimate responsibility to maintain contact and resolve disputes, questions, field changes, payment requests, etc. directly with the Owner or Engineer.

CONSTRUCTION SURVEYING:

1. Stake-out survey of the project is the responsibility of the Contractor. Beginning and end points will be provided by the Owner or Engineer in the project drawings.

2. The staked project must be approved by the Engineer prior to commencing construction.

The Engineer reserves the right to make alignment changes based on conditions portrayed by the initial stakeout.

3. Methods and frequency of continuing stake-out during construction shall be submitted to the Engineer for approval prior to beginning construction.

4. The Contractor must perform an independent construction record survey (as-built survey) as a check for compliance at the end of the project. The record survey must be signed and sealed by a State of Florida Licensed Professional Surveyor. The record survey must be referenced to feet N.A.V.D. 88.

5. The Prime Contractor is advised that certification of the project elevations and alignment is required by the Engineer for final acceptance of work.

SITE SAFETY:

The Contractor shall prepare and adhere to a Site-Specific Safety Plan. The contents of the plan are:

1. Identification of potential hazards and injuries pertaining to the specific site and project.

2. Location of nearest hospital.

3. Assure availability of at least one working cell phone and one vehicle on site at all times.

4. Emergency contacts within the Subcontractor's organization and at the Prime

Contractor's organization.

5. All field personnel shall wear appropriate safety attire and utilize appropriate personal protection equipment for a given task/operation such as safety glasses/goggles, masks, shields, gloves, harnesses, hard hats, steel-toed boots,etc.

6. Safety kit shall be available onsite at all times with appropriate materials for potential hazards and injuries.

7. The Site-Specific Safety Plan shall be distributed and reviewed with all site workers prior to said workers commencing work on the project site.

8. The Contractor shall follow all applicable local, state, and federal codes regarding site safety.

9. The Contractor shall adjust the means and methods of this plan as appropriate for maintaining site and operational safety.

SITE MAINTENANCE:

1. The Contractor shall maintain a clean and neat site, void of loose debris, trash, remnant parts or materials.

2. Trash receptacles and removal service shall be maintained by the Contractor specifically for this project. Pre-existing trash/debris facilities shall not be used to maintain the project.

3. Temporary debris piles shall be limited in number as much as practical and contained in designated areas until removal. Debris and trash shall not be scattered in areas outside the limited designated areas at any time.

4. Removal of trash/debris shall be scheduled as appropriate to not allow piles to reach five-feet in height or greater than ten-feet in diameter. Debris individually larger than these dimensions shall be removed from the site within five working days. Receptacles shall not overflow at any time.

5. Where necessary, the Contractor shall employ a Temporary Traffic Control plan (TTC) for vehicles and pedestrians, including material deliveries, stockpile area(s), worker parking and construction equipment. The plan must be in writing, including sketches or drawings, and must be submitted to the Owner or Engineer for review and approval before commencement of any work.

6. The Contractor shall follow all applicable local, state and federal codes regarding site maintenance.

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7MOBILIZATION AND DEMOBILIZATION:

1. It is understood that this project will require work in and over water. Access to near water construction areas is required for material storing, hauling, erection and construction. All facilities, public or private, used for such purposes shall be repaired to their original condition following "Completion" of the project, including grade and topping (sod, tree/vegetation cover, established road, etc.)

2. The Contractor shall present a Shipping, Stockpile and Site Administration Plan (SSSAP) to the Owner or Engineer for approval. The plan shall be specific to the project requirements for the particular materials to be delivered to the site, describing delivery points, stockpile areas, temporary debris/trash storage areas, temporary field office (including utilities maintained there), fencing, security and a statement of commitment and details for maintaining safety on the site.

3. The Owner or Engineer shall have the right to exercise reasonable alterations or additions to the SSSAP.

4. It is the Contractor's responsibility to coordinate, and pay for, necessary utilities to occupy the site and perform the work.

5. The Contractor shall not demobilize until project completion, and all parties have agreed and signed off in writing.

TECHNICAL SPECIFICATIONS FOR SITE PLAN TESTING:

1. MATERIAL

The inspection and testing of materials and finished articles to be incorporated in the work shall be made by bureaus, laboratories, or agencies approved by the Engineer of Record.

The Contractor shall submit such samples, or such special or test pieces of materials as the Engineer of Record may require. The Contractor shall not incorporate any material or finished article into the work until the results of the inspections or tests are known and the Contractor has been notified by the Engineer of Record that the material or finished article is accepted. All materials must be of the specified quality and be equal to the approved sample if a sample has been submitted. Certified copies of all tests made shall be submitted to the Engineer of Record as well as to the Owner's designated site inspector.

The Owner's designated site inspector must receive copies of all testing reports and certificates prior to the Engineer of Record requesting a final project inspection from the Owner.

2. LABORATORY CONTROL AND CERTIFICATES SPECIFICATIONS:

Sampling, testing, and laboratory methods shall be in accordance with the standard specifications of the AASHTO or ASTM. Where AASHTO or ASTM specifications are used, the reference shall be construed to be the most recent standard specifications or tentative specifications of the AASHTO or ASTM in force on the date of the test.

TEST AND CERTIFICATES:

The Contractor shall engage an approved testing laboratory to provide the following tests and certifications signed by a registered Engineer of the State of Florida. All technicians performing the tests shall be state certified for the testing performed. Additional tests that may be required by either the Engineer of Record or the Owner shall also be provided by the Contractor, and the following shall not be taken as a complete and exhaustive list of the Contractor's testing responsibilities.

EROSION AND TURBIDITY CONTROL:

The following measures represent minimum standards to be adhered to by the Contractor throughout the construction of this project. The Owner reserves the right to require additional measures to be employed when warranted by extreme conditions and/or the failure of the Contractor to employ the appropriate erosion and turbidity control best management practices.

Failure to comply with these provisions shall result in the issuance of a "stop work order".

1. It shall be the responsibility of the Contractor to have all protective vegetation barricades, erosion and turbidity control structures and measures in place prior to the commencement of any work. These measures include, but are not limited to, temporary construction fences, silt fences, and floating turbidity barriers. Further, it shall be the responsibility of the Contractor to maintain all erosion control devices throughout the duration of the entire project. Maintenance shall include periodic inspection and removal of debris abutting erosion control devices.

2. Any permitted demolition or removal from submerged lands or adjacent uplands shall be fully contained within siltation devices such that permit turbidity requirements and state water quality standards are met.

DEMOLITION, CLEARING AND RESTORATION:

1. Demolition or clearing may require permits. The Contractor shall acquire all necessary building permits from the local municipality prior to commencing work.

2. Clearing and removal of vegetation, rocks and debris will be required within the project structure footprint.

3. Demolition or removal of objects, debris, or material specified or obstructing construction shall take place only to the extent necessary.

4. The site shall be restored by removing and finishing all evidence of construction including temporary haul roads, vehicle ruts, stockpile areas, shoreline slopes and vegetation, sod and areas subject to project work.

AS-BUILT SURVEY AND RECORD DRAWINGS:

1. As-built survey and record drawings shall be submitted at the time of the punchlist review and shall be reviewed by the Engineer for completeness and correctness.

2. The record drawings shall be a designated set of drawings maintained on site for the purpose of hand-making all changes and deviations from the original design, no matter how slight. Color markings are preferred.

3. The record drawings shall also contain any and all field changes with respect to location, alignment, height, width, length, depth, materials, products, etc.

BOLTS, SCREWS & FASTENERS:

1. All fasteners, including nails, screws, threaded rods, bolts, nuts, washers, plates, lags, etc. shall be grade 316 stainless steel (S.S.). Washers used with single-bolted or double bolted connections (for example: stringer to piling connection, cap board connections or cross-bracing) shall be minimum 3-inch diameter "dock washers". Standard washers for splice block and railings.

2. Bolts shall extend fully through the nuts but not extend beyond the nut more than 12-inch.

3. Stainless Steel (S.S.) screws as shown in plans.

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NOTES:

D1= 5'-0" STD. (SINGLE PANEL FOR DEPTHS 5'-0" OR LESS)

D2= 5'-0" STD. (ADDITIONAL PANEL FOR DEPTHS > 5'-0")

CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED

FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS

SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.

16" GALVANIZED

CHAIN (TYP.)

18 OZ. NYLON REINFORCED

PVC FABRIC (300 PSI TEST)

WITH LACING GROMMETS

CLOSED CELL SOLID PLASTIC FOAM

FLOATATION (6" DIS. EQUIV.)

(12 LBS. PER FT. BUOYANCY)

6061-T6 MARINE GRADE

ALUMINUM STRESS PLATES

6" POLY ROPE SEALED

IN VERTICAL HEM TO

REINFORCE GROMMETS

TYPE II FLOATING TURBIDITY BARRIER

1" = 4'

CITY OF

HOLLY HILL

ALUM RIVERSIDE

PARK REPLACEMENT

PIERS

CHAD S. MCDONALD, PE

FLORIDA P.E. # 61764

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

CHAD S. MCDONALD, PE

2550 SANDY PLAINS RD,

SUITE 225 - MARIETTA, GA 30066

PHONE: 404-556-5923

10-09-2025

AutoCAD SHX Text

NOTES:

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1. ALL STRUCTURAL ALUMINUM IS ALLOY 6061-T6, MILL FINISH. ALL STRUCTURAL ALUMINUM IS ALLOY 6061-T6, MILL FINISH. 2. ALL JOINTS ARE FULLY WELDED UNLESS NOTED OTHERWISE. FILLER ALL JOINTS ARE FULLY WELDED UNLESS NOTED OTHERWISE. FILLER METAL TO BE 5356 SERIES WIRE. 3. ALL HARDWARE IS STAINLESS STEEL, SERIES 304. USE PERMATEX ALL HARDWARE IS STAINLESS STEEL, SERIES 304. USE PERMATEX ANTI-SEIZE LUBRICANT OR EQUAL. 4. GANGWAYS DESIGNED FOR 100 PSF LIVE LOAD, L/240 DEFLECTION. GANGWAYS DESIGNED FOR 100 PSF LIVE LOAD, L/240 DEFLECTION. 5. HAND RAILING DESIGNED FOR 50 PLF LIVE LOAD OR 200# POINT LOAD. HAND RAILING DESIGNED FOR 50 PLF LIVE LOAD OR 200# POINT LOAD. 6. " SHIMS TO BE SHIPPED LOOSE.18" SHIMS TO BE SHIPPED LOOSE.

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ITEM NO.

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DESCRIPTION

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QTY.

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AutoCAD SHX Text 8' x 30' FIXED PIER E, F, G, H

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AutoCAD SHX Text 8' x 18' FIXED PIER I

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PICKET RAILING D

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PICKET RAILING G

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PICKET RAILING I

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PICKET RAILING J

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ISOMETRIC VIEW OF INSTALLATION

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SCALE: NTS

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PICKET RAILING E

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EXISTING FIXED PIERS TO REMAIN

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EXISTING FIXED PIERS TO REMAIN

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ISOMETRIC VIEW OF MODEL AND B.O.M.

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DATE

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NAME

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CHECKED BY:

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CUSTOMER ADDRESS:

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RECORD OF REVISIONS

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DRAWN BY:

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CUSTOMER NAME:

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CMI ORDER NO.:

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CUST. PO NO.:

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DRAWING NO.:

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DATE

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DESCRIPTION:

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1065 RIDGEWOOD AVE HOLLY HILL, FL 32117

AutoCAD SHX Text 163775

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DRAFT

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RIVERSIDE PARK 201 RIVERSIDE DRIVE HOLLY HILL, FL 32117

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SHEET:

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AutoCAD SHX Text THE INFORMATION CONTAINED IN THIS DRAWING IS INFORMATION CONTAINED IN THIS DRAWING IS INFORMATION CONTAINED IN THIS DRAWING IS CONTAINED IN THIS DRAWING IS CONTAINED IN THIS DRAWING IS IN THIS DRAWING IS IN THIS DRAWING IS THIS DRAWING IS THIS DRAWING IS DRAWING IS DRAWING IS IS IS THE SOLE PROPERTY OF GATOR DOCK & MARINE, SOLE PROPERTY OF GATOR DOCK & MARINE, SOLE PROPERTY OF GATOR DOCK & MARINE, PROPERTY OF GATOR DOCK & MARINE, PROPERTY OF GATOR DOCK & MARINE, OF GATOR DOCK & MARINE, OF GATOR DOCK & MARINE, GATOR DOCK & MARINE, GATOR DOCK & MARINE, DOCK & MARINE, DOCK & MARINE, & MARINE, & MARINE, MARINE, MARINE, LLC. ANY REPRODUCTION IN PART OR AS A WHOLE ANY REPRODUCTION IN PART OR AS A WHOLE ANY REPRODUCTION IN PART OR AS A WHOLE REPRODUCTION IN PART OR AS A WHOLE REPRODUCTION IN PART OR AS A WHOLE IN PART OR AS A WHOLE IN PART OR AS A WHOLE PART OR AS A WHOLE PART OR AS A WHOLE OR AS A WHOLE OR AS A WHOLE AS A WHOLE AS A WHOLE A WHOLE A WHOLE WHOLE WHOLE WITHOUT THE WRITTEN PERMISSION OF GATOR DOCK THE WRITTEN PERMISSION OF GATOR DOCK THE WRITTEN PERMISSION OF GATOR DOCK WRITTEN PERMISSION OF GATOR DOCK WRITTEN PERMISSION OF GATOR DOCK PERMISSION OF GATOR DOCK PERMISSION OF GATOR DOCK OF GATOR DOCK OF GATOR DOCK GATOR DOCK GATOR DOCK DOCK DOCK DOCK & MARINE, LLC IS PROHIBITED.

AutoCAD SHX Text

2880 S. MELLONVILLE AVE, SANFORD, FL 32773

AutoCAD SHX Text 800/256-8857

AutoCAD SHX Text 407/323-0190

AutoCAD SHX Text 9/6/25

AutoCAD SHX Text

FOR APPROVAL

AutoCAD SHX Text 10/6/25

AutoCAD SHX Text Physical properties are defined by ASTM testing standards, The properties are defined by ASTM testing standards, The properties are defined by ASTM testing standards, The are defined by ASTM testing standards, The are defined by ASTM testing standards, The defined by ASTM testing standards, The defined by ASTM testing standards, The by ASTM testing standards, The by ASTM testing standards, The ASTM testing standards, The ASTM testing standards, The testing standards, The testing standards, The standards, The standards, The standards, The The The Aluminum Association Design Manual, and/or standard engineering Association Design Manual, and/or standard engineering Association Design Manual, and/or standard engineering Design Manual, and/or standard engineering Design Manual, and/or standard engineering Manual, and/or standard engineering Manual, and/or standard engineering and/or standard engineering and/or standard engineering and/or standard engineering standard engineering standard engineering engineering engineering practice. The values shown are nominal and may vary. The The values shown are nominal and may vary. The The values shown are nominal and may vary. The values shown are nominal and may vary. The values shown are nominal and may vary. The shown are nominal and may vary. The shown are nominal and may vary. The shown are nominal and may vary. The are nominal and may vary. The are nominal and may vary. The nominal and may vary. The nominal and may vary. The and may vary. The and may vary. The may vary. The may vary. The vary. The vary. The The The information found in this document is believed to be true and found in this document is believed to be true and found in this document is believed to be true and in this document is believed to be true and in this document is believed to be true and this document is believed to be true and this document is believed to be true and document is believed to be true and document is believed to be true and is believed to be true and is believed to be true and believed to be true and believed to be true and to be true and to be true and be true and be true and true and true and and and accurate. No warranties of any kind are made as to the suitability No warranties of any kind are made as to the suitability No warranties of any kind are made as to the suitability warranties of any kind are made as to the suitability warranties of any kind are made as to the suitability of any kind are made as to the suitability of any kind are made as to the suitability any kind are made as to the suitability any kind are made as to the suitability kind are made as to the suitability kind are made as to the suitability are made as to the suitability are made as to the suitability made as to the suitability made as to the suitability as to the suitability as to the suitability to the suitability to the suitability the suitability the suitability suitability suitability of any CMI product for particular applications or the results any CMI product for particular applications or the results any CMI product for particular applications or the results CMI product for particular applications or the results CMI product for particular applications or the results product for particular applications or the results product for particular applications or the results for particular applications or the results for particular applications or the results particular applications or the results particular applications or the results applications or the results applications or the results applications or the results or the results or the results the results the results results results obtained there from. ShoreGuard, C-Loc, TimberGuard, GeoGuard, there from. ShoreGuard, C-Loc, TimberGuard, GeoGuard, there from. ShoreGuard, C-Loc, TimberGuard, GeoGuard, from. ShoreGuard, C-Loc, TimberGuard, GeoGuard, from. ShoreGuard, C-Loc, TimberGuard, GeoGuard, ShoreGuard, C-Loc, TimberGuard, GeoGuard, ShoreGuard, C-Loc, TimberGuard, GeoGuard, ShoreGuard, C-Loc, TimberGuard, GeoGuard, C-Loc, TimberGuard, GeoGuard, C-Loc, TimberGuard, GeoGuard, TimberGuard, GeoGuard, TimberGuard, GeoGuard, GeoGuard, GeoGuard, Dura Dock, Shore-All, and Gator Gates are registered trademarks Dock, Shore-All, and Gator Gates are registered trademarks Dock, Shore-All, and Gator Gates are registered trademarks Dock, Shore-All, and Gator Gates are registered trademarks Shore-All, and Gator Gates are registered trademarks Shore-All, and Gator Gates are registered trademarks and Gator Gates are registered trademarks and Gator Gates are registered trademarks Gator Gates are registered trademarks Gator Gates are registered trademarks Gates are registered trademarks Gates are registered trademarks are registered trademarks are registered trademarks registered trademarks registered trademarks trademarks trademarks trademarks of CMI. ArmorWare, Ultra Composite, GatorDocks, and CMI CMI. ArmorWare, Ultra Composite, GatorDocks, and CMI CMI. ArmorWare, Ultra Composite, GatorDocks, and CMI ArmorWare, Ultra Composite, GatorDocks, and CMI ArmorWare, Ultra Composite, GatorDocks, and CMI ArmorWare, Ultra Composite, GatorDocks, and CMI Ultra Composite, GatorDocks, and CMI Ultra Composite, GatorDocks, and CMI Composite, GatorDocks, and CMI Composite, GatorDocks, and CMI GatorDocks, and CMI GatorDocks, and CMI and CMI and CMI CMI CMI Waterfront Solutions are trademarks of CMI. United States and Solutions are trademarks of CMI. United States and Solutions are trademarks of CMI. United States and are trademarks of CMI. United States and are trademarks of CMI. United States and trademarks of CMI. United States and trademarks of CMI. United States and of CMI. United States and of CMI. United States and CMI. United States and CMI. United States and United States and United States and States and States and and and International numbers 5,145,287; 5,881,508; 6,000,883; 6,033,155; numbers 5,145,287; 5,881,508; 6,000,883; 6,033,155; numbers 5,145,287; 5,881,508; 6,000,883; 6,033,155; 5,145,287; 5,881,508; 6,000,883; 6,033,155; 5,145,287; 5,881,508; 6,000,883; 6,033,155; 5,881,508; 6,000,883; 6,033,155; 5,881,508; 6,000,883; 6,033,155; 6,000,883; 6,033,155; 6,000,883; 6,033,155; 6,033,155; 6,033,155; 6,053,666; D420,154; 4,674,921; 4,690,588; 5,292,208; 6,575,667; D420,154; 4,674,921; 4,690,588; 5,292,208; 6,575,667; D420,154; 4,674,921; 4,690,588; 5,292,208; 6,575,667; 4,674,921; 4,690,588; 5,292,208; 6,575,667; 4,674,921; 4,690,588; 5,292,208; 6,575,667; 4,690,588; 5,292,208; 6,575,667; 4,690,588; 5,292,208; 6,575,667; 5,292,208; 6,575,667; 5,292,208; 6,575,667; 6,575,667; 6,575,667; 6,575,667; 7,059,807; 7,056,066; 7,025,539; 1,245,061; c Other patents 7,056,066; 7,025,539; 1,245,061; c Other patents 7,056,066; 7,025,539; 1,245,061; c Other patents 7,025,539; 1,245,061; c Other patents 7,025,539; 1,245,061; c Other patents 1,245,061; c Other patents 1,245,061; c Other patents c Other patents c Other patents c Other patents Other patents Other patents patents patents pending. 2021 CMI LIMITED Co. All Rights Reserved.rved.

AutoCAD SHX Text NO SITE VISIT OR ENGINEERING TESTING WAS PERFORMED TO DETERMINE FIT FOR USE FOR ANY APPLICATION. DRAWINGS ARE BASED ON CUSTOMER PROVIDED SPECIFICATIONS AND COMMUNICATIONS ONLY. CHANGES MAY BE SUBJECT TO PRICE INCREASE. SIGNATURE INDICATES THAT ALL DESIGN AND PERFORMANCE CRITERIA, ASSUMPTIONS, AND GEOMETRY ARE MET AND SUFFICIENT. SIGN AND DATE BELOW AND INITIAL ALL SHEETS TO INDICATE ACCEPTANCE AND APPROVAL FOR GATOR DOCK & MARINE TO PROCEED WITH FABRICATION. CUSTOMER SIGNATURE: DATE:DATE:

ALUM RIVERSIDE

PARK REPLACEMENT

PIERS

CHAD S. MCDONALD, PE

FLORIDA P.E. # 61764

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

CHAD S. MCDONALD, PE

2550 SANDY PLAINS RD,

SUITE 225 - MARIETTA, GA 30066

PHONE: 404-556-5923

AutoCAD SHX Text

NOTE:

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ALL RAILS TO BE ATTACHED TO SIDES

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OF FIXED PIERS WITH 3/8" HARDWARE

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AND 1/4" THICK BACKING PLATES AT

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EACH CONNECTION.

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DETAIL B

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SCALE: NTS

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GENERAL RAILING INSTALLATION DETAIL

AutoCAD SHX Text 2"

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GAP (TYP.)

AutoCAD SHX Text 3'-6

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GAP TO

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DECK (ALL

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RAILS)

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ELEVATION VIEW OF INSTALLATION

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SCALE: NTS

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AutoCAD SHX Text 30'-0"

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PLAN VIEW OF INSTALLATION

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SCALE: NTS

AutoCAD SHX Text 213'-0"

AutoCAD SHX Text 8'-0"

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FIXED PIER E

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FIXED PIER F

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FIXED PIER G

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FIXED PIER H

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FIXED PIER I

AutoCAD SHX Text 18'-0"

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FIXED PIER E

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FIXED PIER F

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FIXED PIER G

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FIXED PIER H

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FIXED PIER I

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EXISTING FIXED PIERS TO REMAIN

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EXISTING FIXED PIERS TO REMAIN

AutoCAD SHX Text *ALL NEW PROPOSED PIER-TO-PIER CONNECTIONS TO BE PRE-DRILLED AT GATOR, EXCEPT WHERE NOTED IN RED (REF: SHEET G6)SHEET G6)

AutoCAD SHX Text =(X3) LOCATIONS WHERE SHIMS MAY BE REQUIRED UNDER EXISTING DECKING. SHIMS TO BE FIELD LOCATED AND INSTALLED BY CONTRACTOR (REF: SHEET G6)

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PIER-TO-PIER CONNECTION TO BE FIELD LOCATED & MATCH DRILLED BY CONTRACTOR

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PIER-TO-PIER CONNECTION TO BE FIELD LOCATED & MATCH DRILLED BY CONTRACTOR

AutoCAD SHX Text G-2

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INSTALLATION OVERVIEW

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DATE

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NAME

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CHECKED BY:

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PROJECT LOCATION:

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PROJECT NAME:

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CUSTOMER ADDRESS:

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RECORD OF REVISIONS

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DRAWN BY:

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CUSTOMER NAME:

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CMI ORDER NO.:

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CUST. PO NO.:

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DRAWING NO.:

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DATE

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DESCRIPTION:

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1065 RIDGEWOOD AVE HOLLY HILL, FL 32117

AutoCAD SHX Text 163775

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DRAFT

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RIVERSIDE PARK 201 RIVERSIDE DRIVE HOLLY HILL, FL 32117

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text of 7

AutoCAD SHX Text

AutoCAD SHX Text 9/6/25

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2880 S. MELLONVILLE AVE, SANFORD, FL 32773

AutoCAD SHX Text 800/256-8857

AutoCAD SHX Text 407/323-0190

AutoCAD SHX Text 9/6/25

AutoCAD SHX Text

FOR APPROVAL

AutoCAD SHX Text 10/6/25

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 9, 2026.