North_Basin_Dock_Repair_Supplemental_Plans_2024-006.pdf

PDF 5 MB Posted Apr 25, 2024

Attached to: Halifax Harbor North Basin Dock Repairs
Solicitation number: 2451ITB
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Apr 20, 2026

This is a supplemental plans document for the City of Daytona Beach, Florida's Halifax Harbor North Basin Dock Repair project (Contract No. 2024-006), prepared by the Public Works Department's Technical Services Division. The project involves comprehensive repairs to the fuel dock and associated structures (Docks A, B, and C) at the North Basin Marina located at 341 Basin Street in Daytona Beach. The scope of work includes removal and replacement of marine-grade pilings, structural timber components (stringers, bents, and cross-braces), damaged decking, roofing systems, and support structures; installation of stainless steel fasteners and Simpson Strong-Tie hurricane straps; electrical tie-backs to junction boxes; and implementation of turbidity barriers and manatee protection measures during in-water construction activities. The plans specify the use of pressure-treated pine lumber, 40-foot timber pilings with minimum 20-foot embedment, and marine-grade materials throughout. The contractor is responsible for obtaining all necessary regulatory permits, maintaining turbidity control measures not exceeding 29 NTU, complying with manatee protection protocols per the Marine Mammal Protection Act and Endangered Species Act, and preparing as-built drawings certified by a Florida-licensed surveyor in accordance with 1988 NAVD datum standards.

The project requires strict adherence to environmental provisions including deployment of floating and staked turbidity barriers around all pile locations, vessel operation at idle speed with no-wake protocols when within water areas, immediate reporting of any manatee collisions to the Florida Fish and Wildlife Conservation Commission, and posting of required cautionary signage. All structural steel components must be Grade 50 stainless steel or equivalent, with all fasteners, including nails, screws, threaded rods, bolts, and nuts specified as Grade 316 stainless steel with washers and locking mechanisms using Loctite 271. The contractor must maintain detailed pile-driving logs documenting date, time, weather conditions, equipment specifications, blow counts, and any unusual behavior or damage, with weekly updates provided to the engineer. Pile driving operations are subject to approval of equipment specifications prior to mobilization, and any damaged pilings must be removed and replaced at the contractor's expense. All work must comply with current project permits, local, state, and federal regulatory requirements, and applicable sections of the Standard Specifications for construction activities.

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File	Type	Posted
Halifax_Harbor_North_Basin_Dock_Repairs_(Addendum_#2_Revision).pdf	PDF	May 24, 2024
Premier_Divers_Survey-Oct_2023_-_Plans.pdf	PDF	Apr 25, 2024
Specification_04102024.pdf	PDF	Apr 25, 2024

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ALEATH

A D

CHATHAM CIR.

WOODCLIFF DR.

RUSSEL DR.

THIRD AVE.

LINCO

LN ST.

OAK ST.

HAWK ST.

HITNEY ST.

ALAM

ANDA ST.

HIG

COTTRILL AVE.

SEG

RAVE ST.

PINEW

D ST.

RICHARD PETTY BLVD.

MILTON DR.

IDLEWILD DR.

REDW

D ST.

FOREST AVE.

FOURTH ST.

. CO

UINA DR.

BERNARD W

HEALTH BLVD.

COQUINA BLUFF

FIFTH ST.

EASY ST.

DERBYSHIRE RD.

.BE

E R

BUTTS

JENKINS CIR.

NATHANIEL

HARRIS CIR.

BISHO

NINTH ST.

ILDW

O O

D ST.

LLYW

D ST.

REENE AVE.

SEW

O O

D G

LENW

D ST.

FERN

LN.

FLORIDA ST.

EVERGREEN

AVE.

PEACHTREE

HEALTH BLVD.

NATIO

NAL HEALTH

INNO

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N W

ALABAM

A ST.

ILSO

N AVE.

LIVE OAK AVE.

MARY MCLEOD BETHUNE BLVD.

FLORIDA AVE.

LANVALE AVE.

FREDERICK AVE.

AVIATION CENTER PKWY.

L N.

ES AVE.

BIRCH ST.

TERESA ST.

JEFFREY

N. CO

NIAL CIR.

. CO

NIAL CIR.

E. CO

NIAL CIR.

CEDAR BLUFF

YAUPON ST.

PINECREST AVE.

N D

HILTON ST.

APLEW

O O

D DR.

LEW

IS DR.

AKW

O O

D DR.

AMANDA RD.

MARGARET

GINSBERG DR.

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UNT RD.

HEINEM

AN ST.

MICHAEL RD.

DR.

BRIARW

O O

CT.VETERANS

HITE ST.

DERBYSHIRE RD.

ESSEX RD.

BERKSHIRE RD.

DR.

NORTH ST.

MADISON AVE.

ARK AVE.

JANICE RD.

RANNEY AVE.

FIFTH ST.

E. CO

UINA DR.

SIXTH ST.

TERR.

JAM

VINE ST.

LLY ST.

FLAG

ST.

KENNEDY RD.

VA RD.

THIRD ST.

BRENTWOOD DR.

MASON CT.

DAL M

ASO

DR.

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O O

D DR.

THIRD ST.

ESSEX RD.

PL.

ELMWOOD

HITE CT.

TOMOKA DR.

ST.

CT.

ILLARD

DAM

TRACY ST.

SHERIDAN RD.W

ELCH DR.

PLATT ST.

LEE ST.

CLYDE MORRIS BLVD.

DEELEY ST.

HITE ST.

ELCH DR.

FLETCHER AVE.

FREDERICK AVE.

CLYDE M

RRIS BLVD.

RAIFORD AVE.

RICHARD PETTY BLVD.

DR.

AUSTRALIA AVE

HAG

EN TERR.

U.S. ROUTE 92

ORANGE AVE.

C E

D e

N B

CORDOVA AVE.

HITE ST.

LANVALE AVE.

SENECA ST.

MILLIGAN AVE.

WILLIS AVE.

LAKESHO

RE DR.

WARNOCK AVE.

DUNN AVE.

HAMPTON RD.

BRYN MAWR DR.

HILLCREST DR.

FAIRM

UNT RD.

JABALY ST.

VAN NESS ST.

MOORE ST.

PHILLIPS ST.

VAN NESS

S T.

STADIUM

RD.

TH AVE.

ESTM

RELAND RD.

SANDRA RD.

DERBYSHIRE

RD.

LFAX AVE.

PETER RD.

JACKSO

N AVE.

ESSEX RD.

HAMPTON RD.

SECOND ST.

HIBISCUS DR.

STRAW

BERRY LN.

ST.

ASO

N PARK DR.

PALM

DR.

ARDENIA DR.

BRENTWOOD DR.

AZALEA DR.

CENTER ST.

LEE ST.EDW

ARDS ST.

THO

ASSO

N AVE.

N. RIDG

O O

D AVE.

HIG

HLAND AVE.

DAYTO

NA AVE.

IBBO

NS ST.

RAILW

AY ST.

RAM

BLER RD.

ALNUT ST.

ARTHUR AVE.

ALKER AVE.

PLEASANT ST.

STATE ST. PEARL

McLEOD AVE.

EAVER ST.

CANNO

N ST.

WINCHESTER ST. PINE ST.

AVE.

ROY

REST LN.

FLO

RA ST.

IFT ST.

FLANDERS AVE.

HARRING

HULL ST.

MAY

SPRUCE ST.

M O

DEL ST.

ELLSW

RTH ST.

ASHING

N ST.

CANNO

N ST. PLEASANT ST.

JEFFERSO

N ST.

CAM

ERO

N ST.

HAZEL ST.

ALNUT ST.

CHARLES ST.

KINGSTON AVE.

MADISON AVE.

NORTH ST.

REVERE ST.

ABERDEEN ST.

BETHUNE ST.

M O

DEL ST.

LINCO

LN ST.

BYRO

N AVE.

WINCHESTER ST.

LENO

RA ST.

JULIA ST.

A ST.

BYRO

N AVE.

TUCKER ST.

VERA ST.

FLO

RENCE ST.

BRYANT ST.

M cG

EE ST.

AVERY ST.

LAURA ST.

IBSO

N ST.

FULTO

N ST.

RUTH ST.

CASSIN AVE.

KA RD.

AVE.

RAW

LING

ELM

ST.

CONNECTICUT

SEG

RAVE ST. CT.

PIERCE AVE.

TARRAG

NA W

LANVALE AVE.

AKW

O O

AVE.

BRADENTON AVE.ST. AUGUSTINE RD.

CLEARWATER RD.

IDW

AY BLVD.

N O

VA R

RIDGECREST AVE.

BALBOA AVE.

CT.HOLLOW

BROOK-

M O

RRIS ARNO

DR.

ARNOLD DR.

SHEILA

FOREST GLEN BLVD.

RD.

TERRACE AVE.

CARO

L ST.

LANVALE AVE.

CLEARWATER RD.

CEDAR ST.

HARNEY ST.

CARO

LINE ST.

JEAN ST.

SOUTH ST.

MUSEUM BLVD.

CEDAR ST.

REENW

AY PL.

TERRACE AVE.

BELLEVUE AVE.

O W

ASSO

ST.

MADRID AVE.

CEDAR ST.

MUSEUM BLVD.

SENECA BLVD.

OAK TREE CIR.

CEDAR ST.

ATEPARK DR.

KEEC

ST.

BARTLEY RD.

PARKW

AY ST.

CARO

LINE ST.

MAGNOLIA AVE.

INTERNATIONAL SPEEDWAY BLVD.

AVE.

FREDERICK AVE.

LOOMIS AVE.

AUSTRALIA AVE.

FREDERICK AVE.

VA RD.

CARO

LINE ST.

MAGNOLIA AVE.

JEAN ST.

CARO

LINE ST.

TUSCAWILLA

PARK

LN.

PARK DR.

DeSO

ST.

MALEY ST.

OAK ST.

LOOMIS AVE.

CKHART ST.

ORANGE AVE.

JESSE ST.

N. FRANKLIN ST.

JEFFERSO

N ST.

LLEG

ARDEN ST.

FULTO

N ST.

ADAM

S ST.

HAYNES ST.

RAHAM

ST.

ARG

KOTTLE CIR.

S. FRANKLIN ST.

REVA ST.

ADAM

S ST.

KEECH ST.

VA RD.

ST.KEN

SE AVE.

KEECH ST.

LANE ST.

FULTO

N ST.

JEFFERSO

N ST.

ARDEN ST.

REEN

COOKMAN

BETHUNE

COLLEGE

LINCO

LN ST.

ALMA ST.

IAN

N A

ARTIN LUTHER KING

BLVD.

SUNNYPINES

BLAIS AVE.

ARILYN ST.

WIDMER

SUNSET

UNTRY CLUB

BLANCHE PL.

HEPBURN ST.

N. FLO

RIDA PG

A LN.

FREMONT AVE.

HEWEN PL.

MITCHELL

OAKRIDGE BLVD.

TANG

LEW

O O

D ST.

PL.

CT.

M cARTHUR

HOBART ST.

ANITA AVE.

ALO

ST.

DAYTO

NA ST.

FIRST AVE.

MULLALLY ST.

MICHIGAN AVE.FAIRVIEW AVE.

ARLINGTON AVE.

TAYLOR AVE.

NORTH ST.

EBER

ULBERRY ST.

KINGSTON AVE.

KNIGHT

GOVE ST.

R O

T ST.

BALLO

G H

R D

MAIN STREET BRIDGE

LEXIN

ST.

ISCO

NSIN

SAN JUAN AVE.

LLYW

O O

D AVE.

CIR.

N. PENINSULA DR.

SICKLER DR.

SEABREEZE BRIDGE

SEABREEZE BLVD.

OAKRIDGE BRIDGE

N. HALIFAX AVE.

FONTAINBLEAU

HALIFAX RIVER

ALNUT ST.

N. RIDG

O O

D AVE.

CT.

BAY ST.

THIRD AVE.

BEACH ST.

MYRTLE LN.

CONGRESS AVE.

MANATEE

ISLAND

M O

LLIE RD.

JESSICA

DR.

EDG

ATER RD.

ROYAL PALM AVE.

TOWNSEND AVE.

ARDRAKE RD.

G O

LFVIEW

DR.

COUNTRY CLUB RD.

SUNLAND RD.

SUW

ANEE RD.

PEACHTREE RD.

ARG

INA AVE.

RUTHBERN RD.

SOUTH CT.

EDNA ST.

ALEATHA DR.CIR

BROOK

HOLL

OW-

CREEK CIR.

BRIER-

PALM PL.

ILLIE DR.

IS TR.

WELLS ST.

DIVISION

LN.

GRAND OAKSCIR.

CT.

BEAC

ST.

SYCAM

RE ST.

M cCO

ICK

ST.

RUBY

CT.

LORA

SHADY PL.

COLUMBINE AVE.

SUNVIEW PL.

SOUTH ST.

ARIO

N ST.

MARCO ST.

FREMONT AVE.

SCHO

L ST.

VERNO

N ST.

NILES ST.

HUDSO

N ST.

CEDAR PARK DR.

ELLEN ST.

.LO

RA ST.

VALENCIA AVE.

BENECIA AVE.

KATHY CT.

DIVISIO

N ST.

ST.

U.S. 1

CLARK ST.

SHORT ST.

BEVERLY

BEACH ST.

SEG

RAVE ST.

SEAM

AN PL.

CEDAR ST.

BASIN ST.

LN.

BALDWIN

LN.

CHERRY ST

HELM

E PL.

ELDORADO ST.

DIVISIO

N ST.

WALLACE ST.

FOOTE CT.

CHARLES ST

ST.HERON

VERDELL ST.

ARIO

N ST.

WEST ST.

MAGNOLIA AVE.

ARIO

N ST.

ARIO

N ST.

APLE ST.

PARK DR.

LT PL.

APLE ST.

HENRY BUTTS DR.

HUDSO

N ST.

LN.

ARNER PL.

CT.

LN.ARROYO

CT.

COTTAGE

IVY LN.

EVERGREEN

EMORY

LIVE OAK AVE.

JACKIE ROBINSON

ALLEN SEG

RAVE ST.

U.S. 1

SCHO

L ST.

GEORGE ST.

PALM

ETTO

AVE

N. G

ARDINER

FLO

RIDA EAST CO

AST RAILRO

D R

PARKW

SEG

RAVE ST.

DOWLING

ALL

FLO

RIDA EAST CO

AST RAILRO

U.S. 92

ST.

CHARLES ST

ET ST.

ARTIN LUTHER KING

BLVD.

IRONHORSE RD.

ST.

COOK

VERNO

N ST.

ST.

HITEHALL ST.

SCHO

FIFTH AVE.

LEANDER AVE.

BLE ST.

ST.

PL.

AUDITORIUM BLVD.

BUTLER BLVD.

ORA ST.

LLYW

O O

D AVE.

MAIN ST.

EARL ST.

FERN LN.

ATES ST.

CEAN AVE.

BRO

ADW

ALK PARK & BANDSHELL

OCEAN

CENTER

MAIN ST. PIER

BRADDOCK

AVE.

S.R. A-1-A

AVE.

RIBAULT AVE.

BRADDOCK AVE.

LENOX AVE.

REVILO BLVD.

GOODALL AVE.

SILVER BEACH AVE.

MOBILE AVE.

FRANCES TERR.

SEARS AVE.

VERMONT AVE.

PHOENIX AVE.

EASTWOOD LN.

DAVIS ST.

S. ATLAN

TIC

AVE.

PENINSULA DR.

VERMONT

ATLANTIC O

CEAN

E. INTERNATIONAL SPEEDWAY BLVD.

KEMP ST.

HARVEY AVE.

S. HALIFAX AVE.

FIFTH AVE.

ILD O

LIVE AVE.

MARINA POINT DR.

PARK AVE.

CRESCENT RIDG

E RD.

PENINSULA DR.

WISTERIA RD.

VAL

S T.

S. PALM

ETTO

AVE

WILDER BLVD.

ADELINE ST.

ST.TRIXIE

VIRG

INIA AVE.

SEMINOLE

S. RIDG

O O

D AVE.

AVE.

LYNNE

ARTHA DR.

PL.

NANCY DR.

OSCEOLA AVE.

FRANCIS

NNELLY

FREMONT CT.

SHADY PL.

DUNES CIR

LANDING

JEFFERSON

CIR.

FOSTER

DR.

CEAN DUNES TERR.

POINSETTIA RD

W. OCEAN

LN.

TROPICAL

TRAIL

BLAIS

S. ATLANTIC AVE.

CIR.

OLD TRAIL RD.

OCEAN DUNES RD.

RD.RIVER DUNES

FRAZAR RD.

ROSALYN AVE.

BOTEFUHR AVE.

FLAMINGO AVE.

TEMKO TERR.

HILLSIDE AVE.

MEMORIAL BRIDGE

THO

PSO

PL.

BLE PL.

RUG

ER PL.

BOSTWICK AVE

GLENVIEW BLVD.

SUNRISE BLVD.

ELIZABETH

FLORIDA SHORES BLVD.

S.R. A-1-A W

. CO

RAL W

E. CO

RAL W

LN.

DEBIASI

RIDG

E RD.

CIR.

BEACHCOMBER ST

TERR.

S. ATLANTIC AVE.

RICHARDS LN.

S. PENINSULA DR.

BERKLEY

DACH AVE.

GRANVILLE

RPO

RATE LIM

ITS

LN.

RD.

S. HALIFAX DR.

AVE.

COLLINSDO

E DR.

HICKORY

TENNY DR.

HOMAN TERR.

LINDLEY AVE.

SEA SPRAY ST.VIEW CIR.

PLEASANT

MINERVA

HARRISON RD.

DUNDEE RD.

BRIDGEPORT RD.

MILTON RD.

CHESHIRE RD.

CRESCENT RIDG

E RD.

AMES LN.

AVE.MOORE

LN.

BONNER AVE.

ROBBEN TERR.

AVE.BROWNINGGRANT AVE.

SCHULTE AVE.

TERR.

ARMSTRONG

FRAILE ST

MOORE AVE.

PARK AVE.

ADELE AVE.

ATES

ESTM

RELAND RD.

DERBYSHIRE RD.

SENECA ST.

ST.

KINGSTON AVE.

LYD

E M O

R R

IS BLVD

RPO

RATE LIM

ITS

BELLEVUE AVE.

SOUTH ST.

ORANGE AVE.

MARY MCLEOD BETHUNE BLVD.

MASON AVE.

MADISON AVE.

MASON AVE.

EIGHTH ST.

PALM

ETTO

AVE.

SUNNYSIDE AVE.

S G

RANDVIEW

AVE

ST.

SCHO

O L

ST.

SCHO

O L

EDW

ARDS ST.

TARRAG

NA W

MAINLAND

HIGH SCHOOL

MUSEUM

CAMPBELL

M.S.

PROGRESS RD.

SHADW

ELL

CT.

LAURA ST.

PINEHAVEN DR.

N. O

LEANDER AVE

RANDVIEW

AVE.

N. W

ILD O

LIVE AVE.

RANDVIEW

AVE.

ATES ST.

ATLANTIC O

CEAN

ATLANTIC O

CEAN

HALIFAX RIVER

S. HALIFAX DR.

SCHULTE AVE.

ST.

GOODALL AVE.

ANO

RDR.

ARG

INA

AVE.

BEVILLE RD.

CKHARTST.

N O

VA R

WILDER BLVD.

PARKMAN PL.

FLO

RIDA EAST CO

AST R.R.

VA RD.

THIRD ST.

N. BEACH ST.

DAL M

ASO

DR.

KENNEDY RD.

SIXTH ST.

LLY ST.

VINE ST.

ILLIAM

SBURG

DR.

BEACO

N DR.

EIGHTH ST.

ESSEX RD.

BLACKBERRY

ST.

DUFFERIN

ITH, SR.

CIR.

FIRST ST.

HIGH ST.

LADIO

LA AVE.

ELM

AVE.

FERN AVE.

CEDAR ST.

LOOMIS AVE.

LIVE OAK AVE.

MAGNOLIA AVE.

ALEATHA DR.

PARK DR.

FOURTH ST.

JULIA ST.

OAK ST.

LINCOLN ST.

KEY COLONY CT.

BLVD.

FLORIDA SHORES

AVE.

STERLING PL.

SHADY PL.

ORA ST.

EARL ST.

DR.

N. BEACH ST.

SIXTH ST.

VINE ST.

ST.

WHEELER

LIVE OAK AVE.

LOOMIS AVE.

ST.CEDAR

MAGNOLIA AVE.

HITEST.

WILLIS AVE.

MADISON AVE.

GEORGE W. ENGRAM BLVD.

NORTH ST.

EUGENE BLACK ST.

HILLCREST DR.

GINSBERG DR.

ST.

ERCEDES AVE.

BERKSHIRE RD.

LEW

IS DR.

HAG

EN TERR.

RSAIR

MARKER BOUY

M O

O R

B O

U Y

SPAR

BOUY

CAN

BOUY

BELL

BOUY

LARK

BOUY

N U

U Y

C H

O U

LIGHTHOUSE

BOUY

BETHUNE WATER

TREATMENT PLANT

E & W GARDINER

CT.

DAYTO

NA BEACH

HILTON ST.

MAYBERRY AVE.

DAYTONA BEACH

INTERNATIONAL AIRPORT

EMBRY-RIDDLE

AERONAUTICAL

UNIVERSITY

AERO

SPACE BLVD.

EAGLE SPORTS DR.

AEROSPACE BLVD.

PEARL HARBO

DRIVE

CATALINA CIRCLE

DAYTONA STATE

COLLEGE & UCF

HALIFAX

MEDICAL

CENTER

CITY

ISLAND

NORTH

BASIN

SOUTH

BASIN

DAYTONA BEACH

GOLF COURSE &

COUNTRY CLUB

MASON AVE.

MALEY ST.

JESUPCT.TAHO

CT.

SALT LAKE

CT.

ONTARIO CT.

SENECA BLVD.

SHADY PL.

CARO

LINE ST.

AVE.

WEBER

AVE.

LILLY AVE.

DEELEY ST.

G O

O D

HONEYBELL

LN.

HITE ST.

BELLEVUE AVE.

EAGLE SPORTS DR.

CARL BRINKLEY CIR.

BYRON DR.

ROSE MARIE

PARKWAY

JACKIE RO

BINSO

TURIE T. SMALL

ELEMENTARY

SCHOOL

R.J. LONGSTREET

ELEMENTARY

SCHOOL

BONNER

ELEMENTARY

SCHOOL

ST PAUL'S

CATHOLIC

SCHOOL

CEAN AVE.

N. RIDG

O O

D AVE.

CT.

BAY ST.

MYRTLE LN.

DIVISION

LN.

BEAC

ST.

BEACH ST.

CEDAR ST.

BASIN ST.

BALDWIN

LN.

DIVISIO

N ST.

WALLACE ST.

CHARLES ST

VERDELL ST.

ARIO

N ST.

ARIO

N ST.

ARIO

N ST.

APLE ST.

LT PL.

APLE ST.

LN.

ARNER PL.

CT.

LN.ARROYO

CT.

COTTAGE

IVY LN.

EVERGREEN

EMORY

LIVE OAK AVE.

JACKIE ROBINSON

ALLEN SEG

RAVE ST.

U.S. 1

PALM

ETTO

AVE

N. G

ARDINER

PARKW

SEG

RAVE ST.

DOWLING

ALL

FLO

RIDA EAST CO

AST RAILRO

U.S. 92

ST.

SILVER BEACH AVE.

PHOENIX AVE.

EASTWOOD LN.

PENINSULA DR.

MARINA POINT DR.

PENINSULA DR.

DUNES CIR

W. OCEAN

MEMORIAL BRIDGE

BLE PL.

ORANGE AVE.

PALM

ETTO

AVE.

HALIFAX RIVER

LOOMIS AVE.

LIVE OAK AVE.

MAGNOLIA AVE.

E & W GARDINER

CT.

CITY

ISLAND

NORTH

BASIN

SOUTH

BASIN

HONEYBELL

LN.

PARKWAY

JACKIE RO

BINSO

LOCATION MAP

VICINITY MAP

NI C

PRO RO DT EA UJ LY 18 7

HCA

ONAD YTAFOYIC

HET

INDEX OF DRAWINGS

No: Revision: Date:

SHEET

T S E E S

E E H

T of

DEREK C. FEACHER

DAVID WALLER

BRIAN WOODWORTH, P.E.

JAMES R. NELSON, P.E.

CITY MANAGER

PUBLIC WORKS DIRECTOR

TECHNICAL SERVICES DIRECTOR

CITY ENGINEER

ENGINEER OF RECORD

SCALE: 1" = 2500'

SCALE: 1" = 1000'

LOCATION:

341 BASIN ST.

DAYTONA BEACH, FL.

-0

JAMES R. NELSON, P.E.

NORTH BASIN

HALIFAX HARBOR MARINA

1COVER SHEET

DOCK REPAIRS

NORTH BASIN

CONTRACT NO. 2024-006

FUEL DOCK PLAN VIEW & GENERAL NOTES

HALIFAX HARBOR MARINA

DOCK REPAIRS

3FUEL DOCK REPAIR DETAILS

#64806

4NORTH BASIN MARINA AERIAL PLAN

5NORTH BASIN A, B, AND C DOCK DETAILS

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

THE CITY OF DAYTONA BEACH

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

PHONE: (386) 671-8610 FAX: (386) 671-8620No: Revision: Date:

TECHNICAL SERVICES DIVISION

S T

H S E E

E H E T of

SENGINEER OF RECORD

OTY A B

ROP

DET J ULY

7 6

DF OTAY N

950 BELLEVUE AVENUE ● DAYTONA BEACH ● FLORIDA ● 32114

5James R Nelson, P.E.

#64806

-0

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AutoCAD SHX Text

EXIST. CONC SEAWALL

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text

ROOF & RAFTERS ABOVE DOCK

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12" PILE TO BEREMOVED & REPLACED. MARINE GRADE BLACK VINYL PILE WRAP

AutoCAD SHX Text

12" PILE TO BEREMOVED & REPLACED. MARINE GRADE BLACK VINYL PILE WRAP

AutoCAD SHX Text NOTE: 3 PILES ARE CONCRETED TOGETHER. ALL TO BE REMOVED & REPLACED W/ 1 PILE. MARINE GRADE BLACK VINYL PILE WRAP

AutoCAD SHX Text

FIRE DEPT CONNECTION TO BE PROTECTED

AutoCAD SHX Text 3"x11" BENTS TO BE REMOVED & REPLACED. LOCTITE 271 ALL THRU RODS (TYP)

AutoCAD SHX Text

ROOF SECTION, RAFTERS & SUPPORTS BEYOND TO BE REMOVED

AutoCAD SHX Text 1'

AutoCAD SHX Text

NOTE; EXIST. PILE ENCASED WITH CONCRETE

AutoCAD SHX Text 3"x11" BENTS TO BE REMOVED & REPLACED. LOCTITE 271 ALL THRU RODS (TYP)

AutoCAD SHX Text

SCALE: 1/4"= 1'

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PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

THE CITY OF DAYTONA BEACH

AutoCAD SHX Text Survey Date:

AutoCAD SHX Text Drawing Date:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Survey By:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Rotation

AutoCAD SHX Text Xref Name:

AutoCAD SHX Text Scale:

AutoCAD SHX Text

AutoCAD SHX Text Image Name:

AutoCAD SHX Text Project No:

AutoCAD SHX Text Contract No:

AutoCAD SHX Text

HALIFAX HARBOR MARINA

AutoCAD SHX Text

NORTH BASIN

AutoCAD SHX Text

FUEL DOCK REPAIRS

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text 3/18/2024

AutoCAD SHX Text N/A

AutoCAD SHX Text

P TRIMARCHI

AutoCAD SHX Text

J NELSON

AutoCAD SHX Text 1/4"= 1'

AutoCAD SHX Text 24%%D

AutoCAD SHX Text 2024-006 Marina M Dock

AutoCAD SHX Text n/a

AutoCAD SHX Text 2024-006

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

PHONE: (386) 671-8610 FAX: (386) 671-8620No: Revision: Date:

TECHNICAL SERVICES DIVISION

S T

H S E E

E H E T of

SENGINEER OF RECORD

OTY A B

ROP

DET J ULY

7 6

DF OTAY N

950 BELLEVUE AVENUE ● DAYTONA BEACH ● FLORIDA ● 32114

4JAMES R NELSON, P.E.

#64806

-0

AutoCAD SHX Text

REMOVE EXIST. ROOF & SUPPORTS AS INDICATED

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text

REMOVE EXIST. ELEC BOXES, CONDUITS & LIGHTS. TIE ELEC BACK TO PROP J-BOX

AutoCAD SHX Text

INSTALL ELEC. J-BOX. TERMINATE EXIST. ELEC. AT THIS POINT

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

ELEC. BOX TO REMAIN

AutoCAD SHX Text

CUT & REMOVE ROOF @ 12" BEYOND CROSS BEAM REMOVE ALL SHIMS @ RAFTERS

AutoCAD SHX Text INSTALL H-8 SS SIMPSON STRONG TIES 2 ea. @ EACH RAFTER (48 total) SEE DETAIL

AutoCAD SHX Text REPLACE BENTS & REPLACE SIMPSON H-8 SS STRONG TIES OR APPROVED EQUIVALENT AS INDICATED ON PLAN-SHEET 2

AutoCAD SHX Text

PROTECT FDC CONNECTION (TO REMAIN)

AutoCAD SHX Text

ELEC BOX TO REMAIN

AutoCAD SHX Text

BENTS TO BE REPLACED AS INDICATED

AutoCAD SHX Text

PILES TO BE REPLACED AS INDICATED ON PLAN-SHEET 2

AutoCAD SHX Text

PILES TO BE REPLACED AS INDICATED ON PLAN-SHEET 2

AutoCAD SHX Text

TYP PLAN DETAIL

AutoCAD SHX Text

TYP SECTION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SIMPSON H-8 SS STRONG TIE DETAIL (TYP)

AutoCAD SHX Text

NTS

AutoCAD SHX Text

I-BEAM TO REMAIN

AutoCAD SHX Text

I-BEAM TO BE REMOVED

AutoCAD SHX Text 2"x6" RAFTERS

AutoCAD SHX Text

CORRUGATED METAL ROOF DECK

AutoCAD SHX Text 4"x6" ROOF SUPPORTS TO BE REMOVED

AutoCAD SHX Text 1"x6" HANDRAIL TO BE REMOVED & REINSTALLED

AutoCAD SHX Text

LADDERS TO REMAIN

AutoCAD SHX Text

ALL BENTS TO BE REPLACED AS INDICATED ON PLAN-SHEET 2

AutoCAD SHX Text

NOTE: UTILITIES ARE LOCATED UNDER THE DOCK DECK BOARDS IN A CHASE WAY.

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

THE CITY OF DAYTONA BEACH

AutoCAD SHX Text Survey Date:

AutoCAD SHX Text Drawing Date:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Survey By:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Rotation

AutoCAD SHX Text Xref Name:

AutoCAD SHX Text Scale:

AutoCAD SHX Text

AutoCAD SHX Text Image Name:

AutoCAD SHX Text Project No:

AutoCAD SHX Text Contract No:

AutoCAD SHX Text

HALIFAX HARBOR MARINA

AutoCAD SHX Text

NORTH BASIN

AutoCAD SHX Text

FUEL DOCK REPAIRS

AutoCAD SHX Text

PLAN DETAILS, ELEVATIONS, SECTIONS

AutoCAD SHX Text 3/18/2024

AutoCAD SHX Text N/A

AutoCAD SHX Text

P TRIMARCHI

AutoCAD SHX Text

J NELSON

AutoCAD SHX Text

NTS

AutoCAD SHX Text N/A

AutoCAD SHX Text 2024-006 Marina M Dock

AutoCAD SHX Text n/a

2024-006

BASIN STREET

PHONE: (386) 671-8610 FAX: (386) 671-8620No: Revision: Date:

TECHNICAL SERVICES DIVISION

S T

H S E E

E H E T of

SENGINEER OF RECORD

OTY A B

ROP

DET J ULY

7 6

DF OTAY N

950 BELLEVUE AVENUE ● DAYTONA BEACH ● FLORIDA ● 32114

5JAMES R. NELSON, P.E.

#64806

-0

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AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

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THE CITY OF DAYTONA BEACH

AutoCAD SHX Text Survey Date:

AutoCAD SHX Text Drawing Date:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Survey By:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Rotation

AutoCAD SHX Text Xref Name:

AutoCAD SHX Text Scale:

AutoCAD SHX Text

AutoCAD SHX Text Image Name:

AutoCAD SHX Text Project No:

AutoCAD SHX Text Contract No:

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HALIFAX HARBOR MARINA

AutoCAD SHX Text

NORTH BASIN DOCK REPAIRS

AutoCAD SHX Text BOT Lease No. 640021154

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2021 AERIAL PLAN

AutoCAD SHX Text 2/23/2024

AutoCAD SHX Text N/A

AutoCAD SHX Text

P TRIMARCHI

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J. NELSON

AutoCAD SHX Text 1"= 40'

AutoCAD SHX Text 336%%d

AutoCAD SHX Text Aerial North Basin

AutoCAD SHX Text N/A

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LEGEND: WATER SERVICE WATER SERVICE ELECTRIC SUPPLYELECTRIC SUPPLY

PHONE: (386) 671-8610 FAX: (386) 671-8620No: Revision: Date:

TECHNICAL SERVICES DIVISION

S T

H S E E

E H E T of

SENGINEER OF RECORD

OTY A B

ROP

DET J ULY

7 6

DF OTAY N

950 BELLEVUE AVENUE ● DAYTONA BEACH ● FLORIDA ● 32114

5JAMES R. NELSON, P.E.

#64806

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AutoCAD SHX Text

12" DIA. MARINE GRADE PILE.

AutoCAD SHX Text 2" x 6" P.T. PINE DECKING

AutoCAD SHX Text 3" x 11" P.T. PINE STRINGR (aka JOIST)

AutoCAD SHX Text 3" x 10" P.T. PINE BENT

AutoCAD SHX Text 2" x 8" P.T. PINE CROSS BRACE

AutoCAD SHX Text

BOTTOM OF RIVER EL= -8.00' +/-

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

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HIGH WATER LEVEL

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NTS

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AutoCAD SHX Text STAINLESS STEEL (316) 34" ALLl-THREAD ROD w/ 3" 316 SS WASHER AND NUTS. ADD LOCTITE TO ALL NUTS (TYP.)

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SIMPSON TIES (TYP)

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PILE TOP EL= 7.50' +/-

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40' TIMBER PILING

AutoCAD SHX Text 20' min. PILE EMBEDMENT

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PILE TO BE NOTCHED 1.5" FOR BENT PLACEMENT. MATCH EXISTING (TYP.)

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12" DIA. MARINE GRADE PILE.

AutoCAD SHX Text 2" x 6" P.T. PINE DECKING DECKING TO BE NOTCHED AROUND PILE. MATCH EXISTING (TYP.)

AutoCAD SHX Text 2" x 8" P.T. PINE CROSS BRACE

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P.T. PINE BENT

AutoCAD SHX Text P.T. PINE STRINGER (aka JOIST)

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

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THE CITY OF DAYTONA BEACH

AutoCAD SHX Text Survey Date:

AutoCAD SHX Text Drawing Date:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Survey By:

AutoCAD SHX Text File Name:

AutoCAD SHX Text Rotation

AutoCAD SHX Text Xref Name:

AutoCAD SHX Text Scale:

AutoCAD SHX Text

AutoCAD SHX Text Image Name:

AutoCAD SHX Text Project No:

AutoCAD SHX Text Contract No:

AutoCAD SHX Text

HALIFAX HARBOR MARINA

AutoCAD SHX Text

NORTH BASIN DOCK REPAIRS

AutoCAD SHX Text BOT Lease No. 640021154

AutoCAD SHX Text

A, B, AND C DOCK DETAILS

AutoCAD SHX Text 2/23/2024

AutoCAD SHX Text N/A

AutoCAD SHX Text

P TRIMARCHI

AutoCAD SHX Text

J. NELSON

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NTS

AutoCAD SHX Text N/A

AutoCAD SHX Text Aerial North Basin

AutoCAD SHX Text N/A

AutoCAD SHX Text

GENERAL PROVISIONS

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SURVEY PROVISIONS

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ENVIRONMENTAL PROVISIONS

AutoCAD SHX Text 100'

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TYP

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TYP

AutoCAD SHX Text 100'

AutoCAD SHX Text

TYP

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TYP

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LEGEND

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FLOATING TURBIDITY BARRIERS

AutoCAD SHX Text D

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AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Curtain To Reach Bottom Up To Depths Of 10 Feet.

AutoCAD SHX Text

AutoCAD SHX Text Two(2) Panels To Be Used For Depths Greater Than

AutoCAD SHX Text 10 Feet Unless Special Depth Curtains Specifically Called

AutoCAD SHX Text For In The Plans Or As Determined By The Engineer.

AutoCAD SHX Text D =5' Std. (Additional Panel For Depths 5').

AutoCAD SHX Text 6' Max.

AutoCAD SHX Text 8"

AutoCAD SHX Text 18" Min.

AutoCAD SHX Text 5' or MORE

AutoCAD SHX Text 3'

AutoCAD SHX Text

STAKED TURBIDITY BARRIER

AutoCAD SHX Text

TYPE II

AutoCAD SHX Text

TYPE I

AutoCAD SHX Text D =5' Std. (Single Panel For Depths 5' or Less).

AutoCAD SHX Text NOTES 1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. 2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS. 5. FOR ADDITIONAL INFORMATION SEE SECTION 2270 OF THE STANDARD SPECIFICATIONS.FOR ADDITIONAL INFORMATION SEE SECTION 2270 OF THE STANDARD SPECIFICATIONS.

AutoCAD SHX Text

1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND SHALL ACQUIRE ANY REQUIRED COUNTY AND/OR LOCAL AGENCY PERMITS. 2. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL CURRENT PROJECT PERMITS, TO INCLUDE ANY THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL CURRENT PROJECT PERMITS, TO INCLUDE ANY SPECIFIED GENERAL CONDITIONS AND SPECIFIC CONDITIONS WITHIN A SPECIFIC PERMIT. ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE PERMITS AND CORRESPONDING LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 3. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY, RIGHT-OF-WAY, EASEMENTS, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR CONSTRUCTION. IF THE CONTRACTOR SHOULD GO OUTSIDE THE CONSTRUCTION BOUNDARY, THE CONTRACTOR SHALL RECTIFY SUCH INFRACTION AT NO COST TO THE PROPERTY OWNER OR THE OWNER.

AutoCAD SHX Text

1. AS BUILT DRAWINGS ARE TO BE PREPARED BY A FLORIDA LICENSED SURVEYOR TO ENSURE WORK AS BUILT DRAWINGS ARE TO BE PREPARED BY A FLORIDA LICENSED SURVEYOR TO ENSURE WORK IS IN COMPLIANCE WITH THE PLANS AND SPECIFICATION. SURVEY DATA WILL BE RELATIVE TO THE 1988 NAVD DATUM. THREE (3) SETS OF SIGNED AND SEALED AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED WITH A DIGITAL COPY IN A COMPATIBLE AutoCAD FORMAT. AS-BUILT SURVEY WILL HAVE TO BE CERTIFIED BY ENGINEER PRIOR TO PERMIT AND PROJECT CLOSE OUT.

AutoCAD SHX Text

1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL REGULATING AGENCY PERMITS. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL REGULATING AGENCY PERMITS. 2. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING TURBIDITY CONTROL CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING TURBIDITY CONTROL MEASURES. 3. CONTRACTOR IS RESPONSIBLE FOR MONITORING TURBIDITY LEVELS, TURBIDITY MEASUREMENTS CONTRACTOR IS RESPONSIBLE FOR MONITORING TURBIDITY LEVELS, TURBIDITY MEASUREMENTS ARE NOT TO EXCEED 29 NTU. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING STANDARD MANATEE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING STANDARD MANATEE PROTECTION MEASURES PER REGULATING AGENCIES PERMITS.

AutoCAD SHX Text

PILE LOCATIONS

AutoCAD SHX Text

DREDGE OR FILL AREA

AutoCAD SHX Text

MOORING BUOY W/ANCHOR

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ANCHOR

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BARRIER MOVEMENT DUE TO CURRENT ACTION

AutoCAD SHX Text NOTE: TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

AutoCAD SHX Text NOTICE: COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED BY THE ENGINEER.

AutoCAD SHX Text

SLOTTED PVC CONNECTOR PIPE (METAL COLLAR REINFORCED)

AutoCAD SHX Text 516"VINYL SHEATHED EAW STEEL CABLE (9800 LBS. BREAKING STRENGTH) WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT)

AutoCAD SHX Text CLOSED CELL SOLID PLASTIC FOAM FLOTATION (8" DIA. EQUIV.) (17 LBS. PER FT. BUOYANCY)

AutoCAD SHX Text CLOSED CELL SOLID PLASTIC FOAM FLOTATION (6" DIA. EQUIV.) (12 LBS. PER FT. BUOYANCY)

AutoCAD SHX Text 18 oz. NYLON REINFORCED PVC FABRIC (300 PSI TEST)

AutoCAD SHX Text POST (OPTIONS: 2"x4" or 2- " min. 12" min. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.)

AutoCAD SHX Text

14" GALVANIZED CHAIN

AutoCAD SHX Text

58" POLYPRO ROPE (600 LB. BREAKING STRENGTH)

AutoCAD SHX Text 18 oz. NYLON REINFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMETS

AutoCAD SHX Text

516" GALVANIZED CHAIN

AutoCAD SHX Text

STRESS PLATE

AutoCAD SHX Text 18 oz. NYLON REINFORCED PVC FABRIC (300 PSI TEST)

AutoCAD SHX Text

SHORE LINE

AutoCAD SHX Text

LIMITS OF CONST.

AutoCAD SHX Text

STREAM OR TIDAL CREEK

AutoCAD SHX Text

TURBIDITY BARRIERS

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LIMITS OF CONST.

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SHORE LINE

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SHORE LINE

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PROPOSED TOE OF SLOPE

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EXISTING CAUSEWAY

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CURRENT

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STRUCTURE ALIGNMENT

AutoCAD SHX Text TURBIDITY BARRIER APPLICATIONS DETAIL FROM 2008 FDOT DESIGN STANDARDS - INDEX 103

NOTE: UTILITIES ARE LOCATED UNDER THE DOCK DECK BOARDS IN A CHASE WAY.

2024-006 North Basin Dock Repair 4-2-24-Cover.pdf

Sheets and Views

Cover

Sheet 2.pdf

Sheets and Views

Sheet 2

2024-006 North Basin Dock Repair 4-2-24-Sheet 3.pdf

Sheets and Views

Sheet 3

2024-006 Aerial Halifax Harbor Marina 4-2-2024-Sh 4.pdf

Sheets and Views

Sh 4

2024-006 Aerial Halifax Harbor Marina 4-2-2024-Sh 5.pdf

Sheets and Views

Sh 5

File details come from the government source that posted it. Updated Apr 20, 2026.