Construction_Plan_-_Daytona_Piers.pdf

PDF 4 MB Posted Sep 3, 2025

Attached to: 2569ITB - Seabreeze Park – Boat Ramp and Dock Replacement
Solicitation number: 2569ITB
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Oct 13, 2025

These construction plans are for the City of Daytona Beach's Dock and Boat Ramp Replacement project located at Seabreeze Park, prepared by DRMP, Inc., an engineering firm based in Orlando, Florida. The project involves demolishing existing infrastructure including concrete steps, a boat ramp, concrete docks, and metal bollards, and replacing them with a new 35-foot boat ramp, multiple floating docks, gangways, and associated pier structures. The proposed improvements will be constructed using pre-stressed concrete piles, timber elements, and include provisions for erosion control, environmental protection (particularly for marine species like manatees and sea turtles), and stormwater management.

The project documents indicate a comprehensive approach to marine infrastructure replacement, with detailed specifications for materials including concrete (3000-5500 psi), steel reinforcement, timber treatments, and specific environmental protections. The plans include extensive notes on construction techniques, marine environmental compliance, and specific requirements for pile installation, decking, and structural elements. The project is scheduled for November 2024, with precise engineering details provided for each component, including gangway connections, bollard installations, and asphalt resurfacing. The design emphasizes durability, accessibility (with ADA compliance notes), and minimal environmental disruption, particularly concerning local marine life and water quality standards.

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Other files

File	Type	Posted
2569ITB_-_Seabreeze_Park_–_Boat_Ramp_and_Dock_Replacement_(Addendum_#1_Revision).pdf	PDF	Oct 3, 2025
2569ITB_-_Seabreeze_Park_–_Boat_Ramp_and_Dock_Replacement.pdf	PDF	Sep 11, 2025
Construction_Plan_-_Daytona_Piers.pdf	PDF	Sep 3, 2025
Technical_Specifications.pdf	PDF	Sep 3, 2025

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PROJECT SHEET INDEX

CONSTRUCTION PLANS

for

CITY OF DAYTONA BEACHCITY OF DAYTONA BEACH

CITY OF DAYTONA BEACH

301 SOUTH RIDGEWOOD AVENUE

DAYTONA BEACH, FL 32114

CONSTRUCTION PLANS

for

CITY OF DAYTONA BEACH, FLORIDA

DOCK AND BOAT RAMP REPLACEMENTDOCK AND BOAT RAMP REPLACEMENT

CITY OF DAYTONA BEACH, FLORIDA

SECTION 5, TOWNSHIP 15 SOUTH, RANGE 33 EAST

VOLUSIA COUNTY FLORIDA

CONSULTANT CONTACTS:

SURVEY

DRMP, INC.

100 PARNELL STREET SUITE A

MERRITT ISLAND, FL 32953

JOSEPH B. CABANISS, P.L.S. 321-453-0010

CIVIL ENGINEERING

DRMP, INC.

941 LAKE BALDWIN LANE

ORLANDO, FLORIDA 32814

DESHON FOX, P.E. 407-896-0594

MARINE ENGINEERING

BELLINGHAM MARINE

2014 DENNIS STREET

JACKSONVILLE, FL, 32204

CONTACT PERSON 904-358-3362

DRMP PROJECT NO. 21-0366.001

November, 2024

941 LAKE BALDWIN LANE - ORLANDO, FLORIDA 32814

NOTE:

ATTENTION IS DIRECTED TO THE FACT THAT

THESE PLANS MAY HAVE BEEN ALTERED IN

SIZE BY REPRODUCTION. THIS MUST BE

CONSIDERED WHEN OBTAINING SCALED DATA.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

Know what's below.

Call before you dig.

NOVEMBER, 2024

21-0366.001

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PROJECT

LOCATION

VICINITY MAP

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C1.0 COVER SHEET AND INDEX OF DRAWINGS

C1.1 CIVIL GENERAL NOTES

C1.2 TENDING PIER STRUCTURAL GENERAL NOTES

C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN

C2.1 ENVIRONMENTAL CONDITIONS AND NOTES

C3.0 GEOMETRY, SIGNING AND PAVEMENT MARKING PLAN

C4.0 SIGNING, PAVING, GRADING AND DRAINAGE PLAN

C5.0 STORMWATER POLLUTION PREVENTION PLAN AND DETAILS

C6.0 BOAT RAMP PROFILE AND DETAILS

C6.1 DOCK AND GANGWAY DETAILS

C6.2 CIVIL CONSTRUCTION DETAILS

C6.3 PIER DETAILS

100% PLANS

NOT FOR CONSTRUCTION

AT SEABREEZE PARKAT SEABREEZE PARK

CITY COMMISSION

MAYOR DERRICK L. HENRY

ZONE 1 COMMISSIONER MONICA PARIS

ZONE 2 COMMISSIONER KEN STRICKLAND

ZONE 3 COMMISSIONER QUANITA MAY

ZONE 4 COMMISSIONER STACY CANTU

ZONE 5 COMMISSIONER DANNETTE HENRY

ZONE 6 COMMISSIONER PAULA R. REED

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1. UNLESS OTHERWISE SPECIFIED, ALL WORK SHALL BE PERFORMED CONSISTENT WITH THE FOLLOWING

SPECIFICATIONS:

· CITY OF DAYTONA BEACH

· ACOE

· SJRWMD

· FDEP

· FDOT

2. THIS DESIGN HAS BEEN BASED UPON GROUND-RUN TOPOGRAPHIC SURVEYS BY DRMP, INC.

3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, THE WORK REQUIRED AND ALL OTHER CONDITIONS THAT MAY AFFECT THE SUCCESSFUL

COMPLETION OF THE JOB PRIOR TO COMMENCEMENT OF WORK.

4. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK, AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER, IN WRITING, AND ANY NECESSARY CHANGES SHALL

BE ADJUSTED, AS PROVIDED IN THE AGREEMENT FOR CHANGES IN THE WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER AND THE ENGINEER FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL HIS SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND

OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH FACILITIES SUCH AS PAVEMENTS, TRACKS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS, OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN THE WORK IN ORDER THAT SUCH ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED.

7. UNLESS OTHERWISE SPECIFIED IN THE GENERAL CONDITIONS, ALL CONSTRUCTION IS TO BE GOVERNED BY THE PLANS, APPLICABLE PERMITS, AND SPECIFICATIONS HEREIN, AND ALL APPLICABLE FEDERAL, STATE AND LOCAL

BUILDING AND SAFETY CODES, LAWS AND ORDINANCES.

8. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC OR UTILITY RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN AUTHORIZATION AND PERMIT FROM JURISDICTION RESPONSIBLE FOR SUCH RIGHT-OF-WAY. IN ADDITION, CONTRACTOR SHALL OBTAIN GAS I.D. NUMBER FROM LOCAL GAS COMPANY AND NOTIFY UNDERGROUND UTILITIES, NOTIFICATION CENTER AT 1-800-432-4770 AT LEAST 72 HOURS PRIOR TO START OF

WORK.

9. PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY, CONTRACTOR SHALL DEVELOP AND IMPLEMENT A TRAFFIC CONTROL PLAN CONSISTENT WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, AND SUBMIT TO THE ENGINEER FOR APPROVAL.

10. IN THE EVENT THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS HE SHALL

IMMEDIATELY NOTIFY THE OWNER OR OWNER'S AGENT.

11. CONTRACTOR SHALL PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS AND PROPERTY CORNERS. IN THE EVENT THE MONUMENTS, POINTS OR MARKERS ARE DISTURBED THE CONTRACTOR SHALL EMPLOY A FLORIDA REGISTERED LAND

SURVEYOR TO RESET OR REPLACE THEM.

12. THE OWNER, OWNER'S AGENT AND INSPECTORS OF APPLICABLE GOVERNMENT JURISDICTIONS, SHALL AT ALL TIMES HAVE ACCESS TO THE WORK WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS; AND THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND FOR THE INSPECTION.

13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS OR USE. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR

POSTING OF SECURITY GUARDS.

14. CONTRACTOR SHALL, AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY MANUFACTURER.

15. PRIOR TO INITIATING ANY EXCAVATION (INCLUDING BUT NOT LIMITED TO TUNNELS, DITCHES, STORM WATER PONDS, CANALS, ARTIFICIAL LAKES) CONTRACTOR SHALL INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO INSURE THAT ACCESS TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS

PREVENTED.

16. CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH THE PROVISIONS OF THE FLORIDA STATE TRENCH

SAFETY ACT.

17.1 THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE ALL

REASONABLE PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO:

A. ALL EMPLOYEES ON THE WORK AND ALL OTHER PERSONS WHO MAY BE AFFECTED THEREBY;

B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY

OF ITS SUBCONTRACTORS;

C. OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND UTILITIES NOT DESIGNATED FOR DEMOLITION IN THE

COURSE OF CONSTRUCTION.

17.2 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY CODES AND WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC, QUASI PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE, INJURY OR LOSS, OR DESIGNED TO PROTECT THE ENVIRONMENT. THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS

OF ADJACENT UTILITIES OF THE EXISTENCE OF HAZARDS AND OF THE SAFETY REGULATIONS.

17.3 ALL DAMAGE OR LOSS TO ANY PROPERTY REFERRED TO IN CLAUSES 17.1(B) AND 17.1(C) CAUSED IN WHOLE OR IN PART BY THE CONTRACTOR, A SUBCONTRACTOR, OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR, EXCEPT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO THE ACTS OR OMISSIONS OF THE OWNER, OR THE ENGINEER OR ANYONE EMPLOYED BY THEM, OR FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, AND NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART, TO THE FAULT OR NEGLIGENCE OF THE CONTRACTOR.

17.4 UNTIL FINAL ACCEPTANCE OF THE WORK BY OWNER, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF AND SHALL BEAR THE RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF, OR TO ANY MATERIALS STORED ON SITE, BY THE ACTION OF THE ELEMENTS OR FROM ANY OTHER CAUSE WHETHER ARISING FROM THE EXECUTION OR NON-EXECUTION OF THE WORK. THE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE AND MAKE GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF THE WORK OCCASIONED BY ANY OF THE ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHALL BEAR THE EXPENSES THEREOF.

17.5 THE CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE WORK TO BE LOADED SO AS TO ENDANGER ITS SAFETY. NO LOAD SHALL BE PLACED ON A ROOF WITHOUT THE APPROVAL OF THE OWNER OR ENGINEER.

17.6 THOSE PARTS OF WORK IN PLACE WHICH ARE SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE

PROTECTION BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.

17.7 PERMANENT OPENINGS USED AS THOROUGHFARES FOR THE INTRODUCTION OF WORK AND MATERIALS TO THE STRUCTURE SHALL HAVE HEADS, JAMBS AND SILLS WELL BLOCKED AND BOARDED BY THE CONTRACTOR.

OWNER RETAINS THE AUTHORITY, BUT ASSUMES NO DUTY, TO ESTABLISH STANDARDS OF PROTECTION, AND

TO REVIEW THE EFFICIENCY OF PROTECTIVE MEASURES TAKEN BY THE CONTRACTOR.

17.8 ADEQUATE TRAFFIC CONTROL, BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHED AND MAINTAINED BY THE CONTRACTOR AT ALL POINTS WHERE CONVEYING EQUIPMENT ENGAGED ON THE WORK REGULARLY

ENTERS ONTO OR CROSSES TRAFFIC-CARRYING ROADS.

18.1 THE CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH THE FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AND ALL RULES AND REGULATIONS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT, AND THE CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY AND ALL APPLICABLE STATE LAWS AND REGULATIONS

PERTAINING TO JOB SAFETY AND HEALTH.

18.2 THE CONTRACTOR SHALL PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALL LIABILITY, PUBLIC OR PRIVATE, PENALTIES, CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS, ATTORNEY'S FEES, EXPENSES, CAUSES OF ACTION, CLAIMS OR JUDGMENTS RESULTING FROM THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AS AMENDED OR ANY RULE OR REGULATION PROMULGATED THEREUNDER OR OF ANY STATE LAWS OR REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, AND CONTRACTOR SHALL INDEMNIFY OWNER FROM ANY SUCH CLAIMS, PENALTIES, SUITS OR ACTIONS, PUBLIC OR PRIVATE, ADMINISTRATIVE OR JUDICIAL, INCLUDING ATTORNEY'S FEES PAID OR INCURRED BY OR ON BEHALF OF OWNER, JOINTLY OR SEVERALLY, AND/OR THEIR AGENTS AND EMPLOYEES. THE CONTRACTOR FURTHER AGREES, IN THE EVENT OF A CLAIMED VIOLATION OF ANY FEDERAL OR STATE SAFETY AND HEALTH LAW OR REGULATION ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, OWNER MAY IMMEDIATELY TAKE WHATEVER ACTION IS DEEMED NECESSARY BY OWNER TO REMEDY THE CLAIMED VIOLATION. ANY AND ALL COSTS OR EXPENSES PAID OR INCURRED BY OWNER IN TAKING SUCH ACTION SHALL BE BORNE BY CONTRACTOR, AND CONTRACTOR AGREES TO PROTECT, HOLD HARMLESS AND

INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EXPENSES.

19. ALL WORK PERFORMED UNDER THE CONTRACT, AND ALL EQUIPMENT, APPLIANCES, TOOLS AND LIKE ITEMS USED IN THE WORK SHALL CONFORM TO APPLICABLE SAFETY CODES AND REGULATIONS OF ANY PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION. IN THE EVENT OF CONFLICTING REQUIREMENTS, THE MORE

STRINGENT INTERPRETATION OR REGULATION SHALL GOVERN.

20. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT AN EROSION CONTROL PLAN TO MINIMIZE EROSION

AND INSURE FUNCTIONING OF STORMWATER MANAGEMENT SYSTEM UPON COMPLETION OF

CONSTRUCTION.

21. ARTICLE 21 - HAZARDOUS MATERIALS:

21.1 CONTRACTOR AND ITS SUBCONTRACTORS SHALL USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS (AS DEFINED PARAGRAPH 21.8) IN COMPLIANCE WITH ALL PRESENT FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAW, INCLUDING, BUT NOT LIMITED TO, ALL SUCH STATUTES, REGULATIONS, RULES, ORDINANCES, CODES, AND RULES OF COMMON LAW.

21.2 CONTRACTOR FURTHER AGREES THAT CONTRACTOR AND ITS SUBCONTRACTORS SHALL NOT CAUSE THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY ITS WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY.

21.3 CONTRACTOR AND ITS SUBCONTRACTORS SHALL, UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING AND HAZARDOUS MATERIAL FROM THE JOB SITE. CONTRACTOR SHALL BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR THE COMPLIANCE OF CONTRACTOR AND ITS SUBCONTRACTORS WITH THE

PROVISIONS OF PARAGRAPH 21.7.

21.4 CONTRACTOR AGREES TO INDEMNIFY, DEFEND, PROTECT AND HOLD THE OWNER HARMLESS FROM AND AGAINST ANY CLAIMS INCLUDING, WITHOUT LIMITATION, ACTUAL ATTORNEY'S FEES AND ANY COSTS OF INVESTIGATION, SOILS TESTING, GOVERNMENTAL APPROVALS, REMEDIATION AND CLEANUP ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE FAILURE OF CONTRACTOR OR ITS SUBCONTRACTORS, OR THEIR AGENTS, EMPLOYEES, OFFICERS, OR REPRESENTATIVES, TO COMPLY WITH THE TERMS OF THIS ARTICLE 21.

21.5 SHOULD CONTRACTOR OR ITS SUBCONTRACTORS DISCHARGE, RELEASE OR DISPOSE OF ANY HAZARDOUS MATERIAL ON OR ABOUT THE JOB SITE IN VIOLATION OF THIS PARAGRAPH, CONTRACTOR SHALL IMMEDIATELY SO INFORM OWNER IN WRITING. IN THE EVENT OF ANY SPILL, RELEASE OR ANY OTHER REPORTABLE OCCURRENCE, CONTRACTOR SHALL NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY AND SHALL TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR

PROPERTY.

21.6 IN THE EVENT CONTRACTOR OR ITS SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL, CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO OWNER IN

WRITING.

21.7 IF CONTRACTOR OR ITS SUBCONTRACTORS DO NOT COMPLY WITH THE REQUIREMENTS OF THIS PARAGRAPH, OWNER MAY, BUT IS NOT OBLIGATED TO, GIVE WRITTEN NOTICE OF VIOLATION TO CONTRACTOR. SHOULD CONTRACTOR OR ITS SUBCONTRACTORS FAIL TO COMPLY WITH THE REQUIREMENTS OF THE PARAGRAPH

WITHIN TWENTY-FOUR (24) HOURS FROM THE TIME OWNER ISSUES SUCH WRITTEN NOTICE OF

NONCOMPLIANCE OR WITHIN THE TIME OF AN ABATEMENT PERIOD SPECIFIED BY ANY GOVERNMENTAL AGENCY, WHICHEVER PERIOD IS SHORTER, CONTRACTOR SHALL BE IN MATERIAL DEFAULT OF THIS CONTRACT.

21.8 "HAZARDOUS MATERIAL" MEANS ANY SUBSTANCE: (A) THE PRESENCE OF WHICH REQUIRES INVESTIGATION OR REMEDIATION UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, ORDINANCE, RULE, CODE, ORDER, ACTION, POLICY OR COMMON LAW, OR (B) WHICH IS OR BECOMES DEFINED AS A "HAZARDOUS WASTE," "HAZARDOUS SUBSTANCE," POLLUTANT OR CONTAMINANT UNDER ANY PRESENT FEDERAL, STATE OR LOCAL STATUTE, REGULATION, RULE OR ORDINANCE OR AMENDMENTS THERETO INCLUDING, WITHOUT LIMITATION, THE COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT (42 U.S.C.

SECTIONS 9601 ET SEQ.) AND/OR THE RESOURCE CONSERVATION AND RECOVERY ACT (42 U.S.C. SECTIONS 6901 ET SEQ.), OR (C) WHICH IS TOXIC, EXPLOSIVE, CORROSIVE, FLAMMABLE, INFECTIOUS, RADIOACTIVE, CARCINOGENIC, MUTAGENIC, OR OTHERWISE HAZARDOUS AND IS REGULATED BY ANY GOVERNMENTAL AUTHORITY, AGENCY, DEPARTMENT, COMMISSION, BOARD, AGENCY OR INSTRUMENTALITY OF THE UNITED STATES, THE STATE IN WHICH THE PREMISES ARE LOCATED OR ANY POLITICAL SUBDIVISION THEREOF, OR (D) THE PRESENCE OF WHICH ON THE PREMISES CAUSES OR THREATENS TO CAUSE A NUISANCE UPON THE PREMISES OR TO ADJACENT PROPERTIES OR POSES OR THREATENS TO POSE A HAZARD TO THE HEALTH OR SAFETY OF PERSONS ON OR ABOUT THE PREMISES, OR (E) WHICH CONTAINS GASOLINE, DIESEL FUEL OR OTHER PETROLEUM HYDROCARBONS, OR (F) WHICH CONTAINS POLYCHLORINATED BIPHENYLS (PCBS), ASBESTOS, LEAD OR UREA FORMALDEHYDE FOAM INSULATION.

22. THE EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY

AND ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.

GENERAL NOTES

NOVEMBER, 2024

21-0366.001

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Ce rt ifi ca te o f A ut ho riz at io n N o.

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DRMP, Inc.

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STATE OF

No.

FESSIONAL ENGIN

ON MAIKEL FOX

FLORIDA

66654

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SPECIFICATIONS

MATERIALS

UTILITIES

PILE WRAP

PILE INSTALLATION NOTES

DESIGN METHOD

GENERAL NOTES

DESIGN LOADINGS

1. DEAD LOAD - 10 PSF

2. LIVE LOAD - 100 PSF

3. WIND LOAD:

A) DESIGN WIND SPEED 150 MPH

B) RISK CATEGORY II

C) EXPOSURE CATEGORY D

D) IMPORTANCE FACTOR 1.0

DEWATERING

1. INSTALL PILE WRAP PER MANUFACTURER'S RECOMMENDATIONS. INSTALL 2 FT. MINIMUM

BELOW MUDLINE.

2. PILE WRAP: 0.03" BLACK, UV-RESISTANT POLYETHYLENE MATERIAL ON ALL TIMBER PILES

LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING STRENGTH AND SERVICE

LIMIT STATES.

DESIGN AND CONSTRUCTION SPECIFICATIONS:

A) FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION FY2024-25 EDITION, AS AMENDED BY CONTRACT

DOCUMENTS.

B) FLORIDA BUILDING CODE 8TH EDITION (2023).

C) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - AMERICAN WOOD

COUNCIL 2018 EDITION.

D) AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7-16.

E) AISC STEEL CONSTRUCTION MANUAL 16TH EDITION.

1. COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN WORK PERMITS

THAT ARE REQUIRED PRIOR TO CONSTRUCTION.

2. LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER

FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT THE

TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY

CORRECT. VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK.

3. ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET AND INCHES EITHER

HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.

4. DRAWINGS ARE NOT TO SCALE UNLESS NOTED OTHERWISE.

1. PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/OWNER’S (UAO) IN ORDER TO

LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO

CONSTRUCTION, AS ESTABLISHED BY THE “UNDERGROUND FACILITY DAMAGE PREVENTION

AND SAFETY ACT”.

2. COORDINATE CONSTRUCTION SCHEDULING WITH UTILITY AGENCY/OWNER’S. MEET WITH

UAO’S PRIOR TO THE PRE-CONSTRUCTION CONFERENCE TO ADJUST THEIR SCHEDULES TO

COINCIDE WITH THE CONSTRUCTION SCHEDULE.

1. TIMBER: UNLESS OTHERWISE NOTED, ALL SAWN LUMBER AND TIMBER PILES EXCEPT BENT

CAPS AND STRINGERS SHALL BE GRADE NO. 2 SOUTHERN YELLOW PINE OR BETTER. BENT

CAPS AND STRINGERS SHALL BE NO. 1 SOUTHERN YELLOW PINE OR BETTER.

2. DECKING: ALL DECKING SHALL BE A UV-RESISTANT ENGINEERED COMPOSITE MATERIAL,

LUMBEROCK "PREMIUM" OR EQUAL. COLOR OF DECKING SHALL BE "WEATHERWOOD".

3. HURRICANE FASTENERS: STAINLESS STEEL AISI TYPE 316 W/ UPLIFT CAPACITY OF 360 LBF.

EACH MINIMUM.

1. ALL 8" Ø TIMBER PILES SHALL BE DRIVEN. JETTING IS NOT ALLOWED WITHOUT APPROVAL

OF THE ENGINEER.

2. VERIFY THE LOCATION OF ALL UTILITIES AND NOTIFY ALL INVOLVED UTILITY COMPANIES

PRIOR TO EXCAVATION, PILE DRIVING OR CONSTRUCTION TO AVOID DAMAGE. ENSURE

THAT ACTIVE UTILITIES ARE PROPERLY MAINTAINED AND PROTECTED DURING

CONSTRUCTION.

3. DRIVE PILES TO THE NOMINAL BEARING RESISTANCE IN ACCORDANCE WITH STANDARD

SPECIFICATION 455 AND AS FOLLOWS,

FACTORED DESIGN LOAD + NET SCOUR RESISTANCE + DOWN DRAG

ⵁ

4. NOMINAL BEARING RESISTANCE = 7 TONS BASED ON FACTORED DESIGN LOAD = 8 KIPS AND ⵁ = 0.65.

5. PILE TIP DEPTH BELOW MUDLINE IS 10 FT. MINIMUM. REFUSAL MAY BE ENCOUNTERED

PRIOR TO THESE DEPTHS IF A DENSER SOIL LAYER IS ENCOUNTERED.

6. SELECT THE APPROPRIATE HAMMER TO ACHIEVE DESIGN REQUIREMENTS SHOWN IN THE

PLANS AND SUBMIT A PILE INSTALLATION PLAN AND FOUNDATION LAYOUT PRIOR TO

MOBILIZATION.

7. RESTRICT PILE DRIVING TO DAYTIME HOURS.

8. IF LIMESTONE LAYER IS ENCOUNTERED DURING PILE DRIVING OPERATIONS, STOP

IMMEDIATELY TO AVOID DAMAGING THE PILE AND CONTACT THE ENGINEER.

9. CONTACT THE ENGINEER IF PRACTICAL REFUSAL IS MET BEFORE 10 FEET OF EMBEDMENT IS

ACHIEVED.

10. PLACE 1/2" PRE-FORMED POLYSTYRENE MATERIAL BETWEEN PILE PERIMETER AND AND

CONCRETE BOAT RAMP.

11. INSTALL PIER TIMBER PILES WITH A PILE TOP ELEVATION OF 2.10. INSTALL SIGN POST

TIMBER PILES WITH A PILE TOP ELEVATION OF 10.0.

1. INSTALL BEDDING STONE AND CONCRETE IN THE DRY.

PROVIDE TEMPORARY DEWATERING PLAN TO ENGINEER FOR

APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION.

STRUCTURAL GENERAL NOTES

ENVIRONMENTAL COMMITMENTS

WOOD

FASTENERS

1. ALL CONNECTIONS SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE TABLE

2304.10.1 EXCEPT AS SHOWN OR NOTED BELOW:

A) PICKETS TO RAILS - TWO, #8x21

2" WOOD SCREWS

B) RAILS TO RAILING POST - ONE, 1 4" Ø THRU-BOLT

C) RAIL CAP TO RAILING POST - FOUR, #10x3" WOOD SCREWS D) BLOCKING TO STRINGERS - FOUR, #10x3" WOOD SCREWS, TOE-NAILED E) DECK BOARDS TO STRINGERS - THREE, #10x3" WOOD SCREWS PER SUPPORT, FACE

SCREWED

2. WOOD SCREWS SHALL BE IN ACCORDANCE WITH ANSI/ASME STANDARD B18.6.1. ALL

SCREWS, WASHERS, THRU-BOLTS, NUTS, AND NAILS TO BE 316 STAINLESS STEEL.

3. BOLTS SHALL BE IN ACCORDANCE WITH ANSI/ASME STANDARD B18.2.1.

4. PRE-DRILL ALL CONNECTIONS WITH WOOD SCREWS TO AVOID SPLITTING OF THE

CONNECTED MEMBERS.

5. ALL THRU-BOLTS EXPOSED TO HUMAN CONTACT SHALL BE CUT OFF AND GROUND

SMOOTH, FLUSH WITH THE NUT.

6. "0-GEE" WASHERS SHALL BE USED FOR ALL TIMBER SIDE CONNECTOR SIZES EQUAL TO OR

GREATER THAN 1/2" Ø.

7. HURRICANE ANCHOR SHALL BE ATTACHED WITH NAILS (8D). WHENEVER POSSIBLE ALL

ANCHORS SHALL BE PLACED IN THE LEAST VISIBLE MANNER TO THE PUBLIC.

8. 9/32" Ø HOLE SHALL BE DRILLED PRIOR TO LAG SCREW INSTALLATION.

9. ALL THROUGH NAILS SHALL BE BENT ON PROTRUDING SIDE.

10. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S RECOMMENDATIONS AND

SPECIFICATIONS SECTION 416 FOR HOLE DIAMETER AND CLEANING TECHNIQUE.

1. ALL MEMBERS SHALL BE AIR DRIED TO LESS THAN 19% MOISTURE CONTENT, GRADED IN

ACCORDANCE WITH THE SPIB GRADE RULES, SECTION 4, AND MAY HAVE ANY OR ALL OF THE

CHARACTERISTICS OF THIS GRADE.

2. ALL DECKING SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED IN THE PLANS.

3. ALL BOLT HOLES THROUGH TIMBERS TO BE AN EXTRA 1/16" IN DIAMETER RELATIVE TO THE

BOLT DIAMETER.

4. MEMBERS WITH WANE OF 3/8" OR MORE MAY BE GROUNDS FOR REJECTION, REMOVAL,

AND REPLACEMENT.

5. INSTALL DECKING PER MANUFACTURER RECOMMENDATIONS.

6. TREAT ALL WOOD SURFACES EXPOSED TO VIEW WITH A FINISH & SEAL WATER REPELLENT.

COLOR OF REPELLENT SHALL MATCH COLOR OF COMPOSITE DECKING.

7. BEAMS, STRINGER, AND RAILS SHALL BE CONTINUOUS OVER SINGLE SPANS UNLESS

OTHERWISE NOTED IN THE PLANS.

8. FIELD PRESERVATIVE CHEMICALS SHALL BE APPLIED TO ALL FIELD CUTS AND DRILLED HOLES

TO MAINTAIN TIMBER PRESSURE TREATMENT INTEGRITY.

9. PILES SHALL BE PRESSURE PRESERVATIVE TREATED WITH CCA TO 2.5 PCF RETENTION.

TIMBER PILES SHALL CONFORM TO ASTM STANDARD D-25 FOR PHYSICAL CHARACTERISTICS

AND QUALITY. SIZE SHALL BE 1" TAPER IN 10 LINEAR FEET.

10. PILES SHALL FOLLOW SPECIFICATION SECTION 953.

11. SAWN LUMBER SHALL BE PRESSURE PRESERVATIVE TREATED WITH ACQ TO 0.6 PCF

RETENTION. INSTALL WITH NATURAL CAMBER BOWED UP WHEN POSSIBLE.

1. USE A RAMP-UP PROCEDURE DURING THE INSTALLATION OF PILES. THIS PROCEDURE

ALLOWS FOR A GRADUAL INCREASE IN NOISE LEVELS IN ORDER TO GIVE SENSITIVE SPECIES

AMPLE TIME TO FLEE PRIOR TO INITIATION OF FULL NOISE LEVELS. THIS APPROACH CAN

ALSO REDUCE THE LIKELIHOOD OF ANY SECONDARY OR SUB-LETHAL EFFECTS FROM SOUND

IMPULSES ASSOCIATED WITH PILE DRIVING.

2. COMPLY WITH NOAA PROTECTED SPECIES CONSTRUCTION CONDITIONS DURING

CONSTRUCTION.

CONCRETE

1. f`c = 3000 psi UNLESS OTHERWISE NOTED.

2. ABUTMENT: f`c CLASS IV = 5500 psi (HIGHLY REACTIVE POZZOLANS REQUIRED), PER

SPECIFICATIONS SECTION 346.

3. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, PER SPECIFICATION SECTION 415.

4. BOAT RAMP: 6x6 10-10 SS WELDED WIRE MESH REINFORCEMENT, 3" MINIMUM CLEAR

COVER ON ALL SIDES.

5. FINAL CONCRETE SURFACE SHALL BE A LIGHT BROOM FINISH.

6. NON-METALLIC CONES / CHAIRS

7. SUB GRADE SHALL BE COMPACTED TO 98% MIN. DENSITY PER AASHTO T-180.

8. PROVIDE CONTRACTION JOINT LAYOUT FOR BOAT RAMP TO ENGINEER FOR APPROVAL

PRIOR TO COMMENCEMENT OF CONSTRUCTION.

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No.

FESSIONAL ENGIN

V ID R. JOHNSON

FLORIDA

79354

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DRJ

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EXISTING STEPPED

CONCRETE PIERS TO

BE DEMOLISHED

AND REMOVED.

(TYPICAL OF 6)

EXISTING CONCRETE BOAT RAMP

TO BE DEMOLISHED AND REMOVED

SEE SHEET C5.0 FOR

INLET PROTECTION

SEE SHEET C5.0 FOR

INLET PROTECTION

EXISTING METAL BOLLARDS

TO BE DEMOLISHED AND

REMOVED. (TYPICAL OF 10)

EXISTING PARKING

AREA TO REMAIN

(TYPICAL)

SEABREEZE BLVD.

EXISTING PARKING STRIPING

TO REMAIN (TYPICAL)

SAWCUT EXISTING PAVEMENT

(SEE ASPHALT TIE-IN DETAIL

ON SHEET C6.2)

EXISTING CONCRETE STEPS

TO BE DEMOLISHED AND

REMOVED. (TYPICAL OF 6)

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C2.0

1" = 20'

DEMOLITION NOTES:

1. CONTRACTOR SHALL ASSURE THAT ALL APPROPRIATE AND REQUIRED PERMITS ARE IN HAND

AND DISPLAYED ON THE SITE AS REQUIRED BY REGULATORY AGENCIES PRIOR TO PROCEEDING

WITH DEMOLITION. CONTRACTOR SHALL ASSURE THAT THE OWNER HAS ISSUED A NOTICE TO

PROCEED PRIOR TO COMMENCEMENT.

2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO COMMENCEMENT OF DEMOLITION.

3. CONTRACTOR SHALL PROTECT THE EDGE OF ALL REMAINING PAVEMENT AND HARDSCAPE.

DO NOT HAUL OVER UNPROTECTED PAVEMENT OR SAWCUT EDGES.

4. FILL AND COMPACT ALL DEPRESSIONS AND REMOVAL TRENCHES. COMPACT TO 95%

MODIFIED PROCTOR OUTSIDE PROPOSED BUILDINGS AND PAVEMENT. COMPACT TO 95% OF

MAXIMUM DENSITY FOR ASTM D-1557.

5. CONTRACTOR SHALL LEAVE SITE FREE OF HOLES, HAZARDS, IMPOUNDMENTS AND DEBRIS

UPON COMPLETION.

6. DISPOSAL OF ALL MATERIAL LEAVING THE SITE WILL BE ON HAUL ROUTES, BY METHODS AND

TO A DISPOSAL SITE AS APPROVED BY CITY OF DAYTONA BEACH.

7. NOISE LEVELS AND HOURS OF DEMOLITION OPERATIONS RELATED THERETO SHALL BE AS

DIRECTED BY OWNER.

8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE WORKING OF ALL EXISTING

IRRIGATION AND OTHER UTILITIES COMPONENTS THROUGHOUT THE DURATION OF

CONSTRUCTION. NO INTERRUPTION TO IRRIGATION SHALL EXTEND BEYOND ONE WORK DAY.

ANY SYSTEMS NOT FUNCTIONING CORRECTLY SHALL BE REPAIRED PRIOR TO END OF EACH

WORK DAY.

SYMBOLS:

CURB INLET SEDIMENT PROTECTION. SEE SHEET C5.0

CONCRETE DOCKS TO BE DEMOLISHED AND REMOVED

BOAT RAMP TO BE DEMOLISHED AND REMOVED

PAVEMENT TO BE MILLED AND RESURFACED.

NOTES:

1. ELEVATIONS SHOWN IN THIS PLAN SET ARE BASED ON NORTH AMERICAN VERTICAL DATUM

OF 1988 (NAVD88).

2. THE COORDINATES SHOWN ON THIS SHEET ARE BASED ON THE STATE PLANE COORDINATE

SYSTEM OF FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983 AS ADJUSTED IN 2009

(NAD '83/'09).

3. THIS DRAWING IS NOT A SURVEY. FOR COMPLETE SURVEY INFORMATION, INCLUDING THE

HORIZONTAL CONTROL STATIONS UTILIZED TO ESTABLISH THE STATE PLANE COORDINATES

SHOWN ON THIS SHEET, PLEASE SEE THE SIGNED AND SEALED SURVEY PREPARED BY DRMP.

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EDGE OF PAVEMENT

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CONCRETE CURB

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SAFE BOATING SIGN

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EXISTING CURB INLET RIM EL=4.91

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EXISTING CURB INLET RIM EL=4.88

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RIP RAP

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TOP OF BANK

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TOE OF SLOPE

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CONCRETE PIER (STEPPED)

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APPROXIMATE CONCRETE RAMP END

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CONCRETE STEPS TO PIER

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USED FISHING LINE DISPOSAL

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SEABREEZE PARK SIGN

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METAL BOLLARD (TYP.)

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UNUSED SIGN POLE

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EXISTING METAL POST

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EDGE OF PAVEMENT

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CONCRETE CURB

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WILDLIFE INFORMATION SIGN

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RAMP BREAK

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BOAT RAMP

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AutoCAD SHX Text LEGEND: RNG RANGE RANGE SEC SECTION SECTION TWP TOWNSHIP TOWNSHIP TYP TYPICAL TYPICAL CONCRETE LIGHT POLE DRAINAGE MANHOLE ELECTRIC BOX PALM TREE & SIZE SET NAIL & DISK "DRMP LB2648" SIGN SPOT ELEVATION CONCRETE PAVEMENT

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HALIFAX RIVER

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SURVEY BASELINE

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BASIS OF BEARINGS

AutoCAD SHX Text TEMPORARY BENCHMARK NO.2 SET NAIL & DISK "DRMP LB 2648 TRAV" ELEVATION=4.98 STATION:1+59.1 N:1780754.6511 E:649645.3867

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WHITE PARKING STRIPE (TYP)

AutoCAD SHX Text TEMPORARY BENCHMARK NO.1 SET NAIL & DISK "DRMP LB 2648 TRAV" ELEVATION=5.34 STATION:0+00 N:1780663.4551 E:649515.0185

AutoCAD SHX Text TEMPORARY BENCHMARK NO.3 SET NAIL & DISK "DRMP LB 2648 TRAV" ELEVATION=5.20 STATION:3+88.52 N:1780896.7894 E:649825.4685

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STANDARD MANATEE CONDITIONS FOR IN-WATER WORK

The permittee shall comply with the following conditions intended to protect manatees from direct project effects:

a. All personnel associated with the project shall be instructed about the presence of manatees and manatee speed zones, and the need to avoid collisions with and injury to manatees. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act, the Endangered Species Act, and the Florida Manatee Sanctuary Act.

b. All vessels associated with the construction project shall operate at "Idle Speed/No Wake” at all times while in the immediate area and while in water where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will follow routes of deep water whenever possible.

c. Siltation or turbidity barriers shall be made of material in which manatees cannot become entangled, shall be properly secured, and shall be regularly monitored to avoid manatee entanglement or entrapment. Barriers must not impede manatee movement.

d. All on-site project personnel are responsible for observing water-related activities for the presence of manatee(s). All in-water operations, including vessels, must be shutdown if a manatee(s) comes within 50 feet of the operation. Activities will not resume until the manatee(s) has moved beyond the 50-foot radius of the project operation, or until 30 minutes elapses if the manatee(s) has not reappeared within 50 feet of the operation.

Animals must not be herded away or harassed into leaving.

e. Any collision with or injury to a manatee shall be reported immediately to the Florida Fish and Wildlife Conservation Commission (FWC) Hotline at 1-888-404-3922. Collision and/or injury should also be reported to the U.S. Fish and Wildlife Service in Jacksonville (1-904-731-3336) for north Florida or in Vero Beach (1-772-562-3909) for south Florida, and emailed to FWC at ImperiledSpecies@myFWC.com.

f. Temporary signs concerning manatees shall be posted prior to and during all in-water project activities. All signs are to be removed by the permittee upon completion of the project. Temporary signs that have already been approved for this use by the FWC must be used. One sign which reads Caution: Boaters must be posted. A second sign measuring at least 8½ " by 11" explaining the requirements for “Idle Speed/No Wake” and the shut down of in-water operations must be posted in a location prominently visible to all personnel engaged in water-related activities. These signs can be viewed at http://www.myfwc.com/WILDLIFEHABITATS/manatee_sign_vendors.htm. Questions concerning these signs can be forwarded to the email address listed above.

UNITED STATES DEPARTMENT OF COMMERCE

National Oceanic and Atmospheric Administration

NATIONAL MARINE FISHERIES SERVICE

Southeast Regional Office 263 13th Avenue South St. Petersburg, FL 33701

SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS

The permittee shall comply with the following protected species construction conditions:

these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction personnel are responsible for observing water-related activities for the presence of these species.

harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Species Act of 1973.

become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service’s Protected Resources Division, St. Petersburg, Florida.

times while in the construction area and while in water depths where the draft of the vessel provides less than a four-foot clearance from the bottom. All vessels will preferentially follow deep-water routes (e.g., marked channels) whenever possible.

construction/dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen within a 50-ft radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition.

f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service’s Protected Resources Division (727-824- 5312) and the local authorized sea turtle stranding/rescue organization.

conditions, if applicable, will be addressed in the primary consultation.

Revised: March 23, 2006 O:\forms\Sea Turtle and Smalltooth Sawfish ConstructionConditions.doc

Any special construction conditions, required of your specific project, outside these general

If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily

All vessels associated with the construction project shall operate at “no wake/idle” speeds at all

Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot

The permittee shall advise all construction personnel that there are civil and criminal penalties for

The permittee shall instruct all personnel associated with the project of the potential presence of

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C2.1

NONE

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116'

32'

30' GANGW

(SEE DETAILS, SHEET C6.1)

30' TENDING PIER

30' GANGW

(SEE DETAILS, SHEET C6.1)

41' TENDING PIER

30' GANGW

(SEE DETAILS, SHEET C6.1)

30' TENDING PIER

30' GANGW

(SEE DETAILS, SHEET C6.1)

41' TENDING PIER

25'

25' 35'

PROPOSED BOAT RAM

INSTALL BOLLARDS

(TYPICAL) SEE DETAIL,

SHEET C6.2

Lock to Lock Time

Car Width

Steering Angle

Trailer Track

Trailer Width Car Track feet

P-T (with Boat)

19.8 6.0 8.00 7.00 8.00 7.00

3.2510.004.17 25.75

Articulating Angle 50.0:

35.755.0017.17

32'

122'

PROPOSED

BOAT RAMP

30' FLOATING DOCK

(SEE DETAILS, SHEET C6.1)

30' FLOATING DOCK

(SEE DETAILS, SHEET C6.1)

30' FLOATING DOCK

(SEE DETAILS, SHEET C6.1)

30' FLOATING DOCK

(SEE DETAILS, SHEET C6.1)

MILL AND RESURFACE

565 S.Y. OF ASPHALT

PAVEMENT

TYPICAL

PAVEMENT TO BE

MILLED AND

RESURFACED

TYPICAL VEHICLE

BOAT

P-T

EXISTING PAVEMENT AND

PAVEMENT M

ARKINGS TO

REMAIN UNDISTURBED.

CONSTRUCT SIGN

"END OF BOAT RAMP"

ON 6"Ø TIMBER PILE.

SIGN SHALL BE

BROWN AND WHITE.

(TYPICAL OF 6)

PROPOSED

CONCRETE

BOAT RAMP

SEE MILLED ASPHALT

CONNECTION TO

BOAT RAMP DETAIL

ON SHEET C6.2

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1" = 10'

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0+00

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SEE CROSS-SECTIONS

ON SHEET C6.0

4.00

3.00

GANGWAY

(SEE DETAILS,

SHEET C6.1)

TYPICAL

FLOATING DOCK

(SEE DETAILS,

SHEET C6.1)

TYPICAL

0.8 HIGH WATER

ELEVATION

4.00

-0.6 LOW WATER

ELEVATION

INSTALL BOLLARDS

(TYPICAL) SEE DETAIL,

SHEET C6.2

CONSTRUCT SIGN

"END OF BOAT RAMP"

ON 6"Ø TIMBER PILE.

SIGN SHALL BE

BROWN AND WHITE.

(TYPICAL OF 6)

MILL AND RESURFACE

565 S.Y. OF ASPHALT

PAVEMENT

PAVEMENT TO BE

MILLED AND

RESURFACED

EXISTING LIGHT POLE

TO REMAIN (TYPICAL)

GANGWAY OVERLAPS

ONTO FLOATING PIER

(TYPICAL)

FLOATING PIER

(TYPICAL)

GANGWAY

(TYPICAL)

EXISTING STORM PIPING

TO REMAIN

EXISTING

STORM PIPING

TO REMAIN

EXISTING

STORM PIPING

TO REMAIN

EXISTING

STORM PIPING

TO REMAIN

35'

PROPOSED BOAT RAM

PROPOSED

CONCRETE

BOAT RAMP

SEE MILLED ASPHALT

CONNECTION TO

BOAT RAMP DETAIL

ON SHEET C6.2

EXISTING STORM

STRUCTURE TO REMAIN

EXISTING STORM

STRUCTURE TO REMAIN

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DESCRIPTION

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PROJECT NO.:

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DPC

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DPC

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CONSTRUCT CURB INLET

SEDIMENT BARRIER (SOCK PIPE)

PER FLORIDA EROSION AND

SEDIMENT CONTROL MANUAL.

SEE DETAIL, THIS SHEET.

CONSTRUCT CURB INLET

SEDIMENT BARRIER (SOCK PIPE)

PER FLORIDA EROSION AND

SEDIMENT CONTROL MANUAL.

SEE DETAIL, THIS SHEET.

FB FB

CONSTRUCT 340 L.F. OF

FLOATING TURBIDITY BARRIER

PER FLORIDA EROSION AND

SEDIMENT CONTROL MANUAL.

SEE DETAIL, THIS SHEET.

PROPOSED

FLOATING PIERS

EXISTING BOAT RAMP

TO BE DEMOLISHED

AND REPLACED

EXISTING PIERS, STEPS AND

BOLLARDS TO BE REMOVED

NOVEMBER, 2024

21-0366.001

N P

O F

O N

H, F

A N

D R

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Ce rt ifi ca te o f A ut ho riz at io n N o.

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B al dw in

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● S

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DRMP, Inc.

100% PLANS

STATE OF

No.

FESSIONAL ENGIN

ON MAIKEL FOX

FLORIDA

66654

O N

N D

C5.0

1" = 20'

EROSION PROTECTION NOTES:

TO AVOID POTENTIAL ENVIRONMENTAL PROBLEMS ASSOCIATED WITH THE SITE PREPARATION, THE

FOLLOWING STEPS WILL BE REQUIRED BEFORE AND DURING ALL CONSTRUCTION ACTIVITIES.

1. WRITTEN APPROVAL OF THE EROSION CONTROL PLAN, NOI, AND NARRATIVE SWPPP MUST BE

RECEIVED FROM STATE OF FLORIDA BEFORE PROCEEDING WITH PROJECT CONSTRUCTION

AND PRIOR TO SUBMITTING TO FDEP. APPROVAL OF THE PROPOSED PLAN BY STATE OF

FLORIDA DOES NOT RELIEVE THE LANDOWNER OR ITS DESIGNEE FROM MEETING ALL LOCAL,

STATE, AND FEDERAL DISCHARGE STANDARDS.

2. PRIOR TO COMMENCEMENT OF SITEWORK, CONTRACTOR SHALL INSTALL INLET PROTECTION

AND FLOATING TURBIDITY BARRIERS.

3. ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY

CITY OF DAYTONA BEACH BUILDING DEPARTMENT PRIOR TO ANY CONSTRUCTION ACTIVITIES.

REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES MAY BE DONE

ONLY AFTER AUTHORIZATION BY CITY OF DAYTONA BEACH COMPLIANCE PERSONNEL IS

OBTAINED.

4. ALL SURFACE WATER DISCHARGE FROM THIS SITE, INCLUDING DEWATERING DISCHARGE,

SHALL MEET STATE WATER QUALITY STANDARDS (LESS THAN 29 NTU ABOVE BACKGROUND)

PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING WETLANDS.

5. IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE

PLANS DO NOT PROVE TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE

WATER QUALITY STANDARD FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE

REQUIRED. PLEASE NOTE THAT ANY ALTERNATE EROSION PREVENTION AND CONTROL

DEVICES MUST BE APPROVED BY CITY OF DAYTONA BEACH COMPLIANCE PERSONNEL PRIOR

TO PLACEMENT.

6. TYPICAL EROSION CONTROL MEASURES (NOT A COMPREHENSIVE LIST):

A. STOCKPILING MATERIAL - NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A

MANNER AS TO DIRECTLY RUN-OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY

OR STORMWATER COLLECTION FACILITY.

B. EXPOSED MATERIAL - THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY

CLEARING AND GRUBBING, OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL

NOT EXCEED 40 ACRES SO LONG AS THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT

OFF-SITE DEPOSIT OF SEDIMENTS.

C. THE CONSTRUCTION OF SWALES AND THE STORM WATER COLLECTION SYSTEM SHALL BE

PERFORMED PRIOR TO CONSTRUCTION OF IMPERVIOUS AREAS. INLETS AND CATCH BASINS

SHALL BE PROTECTED FROM SEDIMENT LADEN STORM RUNOFF UNTIL THE COMPLETION OF

ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.

D. TEMPORARY SEEDING AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT

ANTICIPATED TO BE DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY

DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN

EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE

WITH THE PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE 30 LBS. PER ACRE.

E. TEMPORARY GRASSING SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY

ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2

INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO

A DEPTH OF FOUR INCHES. THE SEEDED OR SEEDED-AND-MULCHED AREA(S) SHALL BE ROLLED

AND WATERED AS REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE

ESTABLISHMENT OF A GOOD GRASS COVER.

F. TEMPORARY REGRASSING IF AFTER FOURTEEN DAYS, THE TEMPORARY GRASSED AREAS HAVE

NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED

AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATION COVER

AT CONTRACTOR COST.

G. MAINTENANCE OF ALL FEATURES OF THE PROJECT WILL BE CONSTRUCTED TO PREVENT

EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE

CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS

OUTSIDE THE LIMITS OF THE PROJECT.

H. ALL EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED PER CURRENT FDOT INDEX.

INLET PROTECTION HAS SPACER BLOCK TO

ALLOW MORE FLOW TO GO INTO INLET DURING

CONSTRUCTION, TO BE USED IN AREAS WHERE

INLET PROTECTION COULD CAUSE FLOODING

DURING LARGE RAINFALL AMOUNTS

CURB INLET SEDIMENT BARRIER

SOCK COVERED

PERFORATED PIPE

SPACER BLOCKSANDBAGS

NOTE:

A CURB INLET TO BE PROTECTED USING CURB INLET SEDIMENT

BARRIER PER FLORIDA EROSION AND SEDIMENT CONTROL

MANUAL. ALL CURB INLETS ARE TO BE PROTECTED, INCLUDING

ANY INLETS NOT INDICATED ON THIS DRAWING. WITHIN THE

PROJECT AREA, ALL CURB INLETS ARE TO BE PROTECTED WITH

CURB INLET SEDIMENT BARRIERS AFTER INSTALLATION FOR THE

DURATION OF CONSTRUCTION ACTIVITY.

TURBIDITY BARRIERS

(REFERENCE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL)

NOT TO SCALE

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DRAWN BY

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PROJECT NO.:

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-3.80

M.E.G.

-0.6 LOW WATER

ELEVATION

0.00

SECTION B-B

SCALE: 1" = 5'

41' PIER

(SEE PIER DETAILS PLAN SHEET C6.3 FOR DETAILS)

30' GANGWAY

(SEE DETAILS, SHEET C6.1)

12"x12" PRE-STRESSED CONCRETE

PILES, WITH DCI AT 3.0 GALLONS

PER YARD OF CONCRETE. SEE

SPECIFICATION, THIS SHEET.

M.E.G.

-0.6 LOW WATER

ELEVATION

3.00

30' PIER

(SEE PIER DETAILS PLAN SHEET C6.3 FOR DETAILS)

30' GANGWAY

(SEE DETAILS, SHEET C6.1)

SECTION A-A

SCALE: 1" = 5'

25'

CONSTRUCT BOLLARDS

SEE DETAIL, SHEET C6.2

CONSTRUCT BOLLARDS

SEE DETAIL, SHEET C6.2

0 2½ 5 10

0.8 HIGH WATER

ELEVATION

0.8 HIGH WATER

ELEVATION

-3.80

1.45

0.00

RAMP 15%

9" THICK 4,000 PSI CONCRETE

WITH V-GROOVE FINISH

12" BEDDING STONE LAYER

(#57 STONE)

9" THICK 4,000 PSI CONCRETE

WITH V-GROOVE FINISH

12" BEDDING STONE LAYER

(#57 STONE)

EXISTING PAVEMENT TO BE

MILLED AND RESURFACED.

SEE DETAIL, SHEET C6.2

EXISTING PAVEMENT TO BE

MILLED AND RESURFACED.

SEE DETAIL, SHEET C6.2

PILES TO BE DRIVEN 10' (MIN.)

INTO RIVERBED, TYPICAL.

PILES TO BE DRIVEN 10' (MIN.)

INTO RIVERBED, TYPICAL.

2' 2'

SEE ABUTMENT DETAILS

ON SHEET C6.3

SEE ABUTMENT DETAILS

ON SHEET C6.3

SEE MILLED ASPHALT

CONNECTION TO

BOAT RAMP DETAIL

ON SHEET C6.2

SEE MILLED ASPHALT CONNECTION TO

BOAT RAMP DETAIL ON SHEET C6.2

SPECIFICATION:

12"x12" PRE-STRESSED CONCRETE PILES

(SEE ALSO FDOT STANDARD PLAN INDEX 455-001 AND 455-012)

PRE-STRESSED FDOT MARINE GRADE PILES MUST HAVE A STRICT OCCURRENCE OF:

A. FABRICATED AT A PLANT THAT IS CURRENTLY ON THE LISTING OF FDOT

PRODUCTION FACILITIES

B. F'c = 6,500 psi. (CLASS V) WITH HIGHLY REACTIVE POZZOLANS REQUIRED C. W/C < 0.40

D. (8) - 12" DIA. STRANDS (MIN.) STAINLESS STEEL

E. 3" (MIN.) CLEAR COVER

F. STAINLESS STEEL OR FRP SPIRAL TIES

SEE ALSO FDOT STANDARD SPECIFICATION SECTION 450 "PRE-STRESSED

CONCRETE PILES"

12"x12" PRE-STRESSED CONCRETE

PILES, WITH DCI AT 3.0 GALLONS

PER YARD OF CONCRETE. SEE

SPECIFICATION, THIS SHEET.

30' FLOATING DOCK

(SEE DETAILS, SHEET C6.1)

30' FLOATING DOCK

(SEE DETAILS, SHEET C6.1)

CONSTRUCT SIGN "END OF BOAT RAMP"

ON 6"Ø TIMBER PILE. SIGN SHALL BE

BROWN AND WHITE.

CONSTRU…

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File details come from the government source that posted it. Updated Oct 13, 2025.