580951_-_Navarre_Fender_System_2024-10-03.pdf

JACKSONVILLE

DAYTONA BEACH

MELBOURNE -

COCOA

FT PIERCE

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

FT MYERS

NAPLES

SARASOTA -

BRADENTON

ST PETERSBURG

TAMPA

LAKELAND

ORLANDO

NEW PORT RICHEY

OCALA

GAINESVILLE

TALLAHASSEE

PANAMA

CITY

FORT WALTON

BEACHPENSACOLA

T U R

N P I

K E

BEE LINE

EXPRESSWAY

F L

O R I

D A

S

LAKE CITY

BARTOW

ST AUGUSTINE

KEY WEST

CHIPLEY

DELAND

https://goo.gl/maps/17auTwqNykH1BscU9

LOCATION OF PROJECT

GOVERNING DESIGN STANDARDS:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2022-23 Standard Plans for Road and

GOVERNING STANDARD SPECIFICATIONS:

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

ENGINEER OF RECORD: KYLE J. VARGHA, P.E.

P.E. NO.: 88474

NOTE: THE SCALE OF THESE PLANS MAY HAVE

(813) 875-1365

TAMPA, FL 33607

1408 N. WESTSHORE BLVD. SUITE 600

VOLKERT, INC.

KYLE J. VARGHA, P.E., NO. 88474

DEPARTMENT OF PUBLIC WORKS

CONTRACT PLANS

C.R. NO. 399 OVER SANTA ROSA SOUND

SANTA ROSA COUNTY

FENDER SYSTEM REPLACEMENT

FDOT Standard Specifications for Roadway and Bridge Construction, July 2023.

CONTRACT NO. # 21-006

VENDOR NO: 63-0247014

CONTRACT NO: 21-006

COMMISSIONERKERRY SMITH

COMMISSIONERRAY EDDINGTON

COMMISSIONERCOLTEN WRIGHT

VICE-CHAIRJAMES CALKIN

CHAIRSAM PARKER

kyle.vargha 11/7/2023 2:11:12 PM S:\Work - Florida\Santa Rosa County - Navarre Fender System\9 - CADD\struct\KeySheet01.dgn

B-1

FISCAL YEAR SHEET NO.

INDEX OF STRUCTURE PLANS

SHEET NO. SHEET DESCRIPTION

TO PENSACOLA

TO PENSACOLA

TO SR 8 (I-10)

TO FT. WALTON BEACH

TO SR 8 (I-10)

PROPOSED FENDER SYSTEM

STRUCTURE PLANS

EXISTING BRIDGE PLANS

BX1-1 THRU BX1-11 EXISTING BRIDGE 580951

COUNTY PROJECT MANAGER :

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B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

JOHN J STUDSTILL

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

KYLE J. VARGHA, P.E. NO. 88474

CERTIFICATE OF AUTHORIZATION: 00004641

TAMPA, FL 33607

1408 N. WESTSHORE BLVD., SUITE 600

VOLKERT, INC.

STATE OF

No 88474

R E

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NI

G

NE LANOI

S S

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HGRAV .J ELY

K

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

No 73448

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SNECI

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DIRO

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ROBERT M. COAKER, P.E. NO. 73448

CERTIFICATE OF AUTHORIZATION: 00003777

MOBILE, AL 36619

5460 RANGELINE ROAD

SOUTHERN EARTH SCIENCES

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Date By Description

REVISIONS

Date By Description

KJV 01-23

Drawn By:

KJV 01-23

Designed by: ROAD NO. COUNTY FINANCIAL PROJECT ID

SHEET TITLE:

PROJECT NAME:

SANTA ROSA

CR-399

REF. DWG. NO.

SHEET NO.

DEPARTMENT OF PUBLIC WORKS

SANTA ROSA COUNTY

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Tampa, FL 33607

1408 N. Westshore Blvd., Suite 600

Certificate of Authorization No. 4641

Volkert, Inc.

Kyle J. Vargha, PE 88474

AAC 01-23

Checked by:

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-3

B-2

B-1

HYDROGRAPHIC SURVEY

FENDER ACCESS PLATFORM DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

FENDER SYSTEM DETAILS (1 OF 2)

FENDER SYSTEM (2 OF 2)

FENDER SYSTEM (1 OF 2)

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

SIGNATURE SHEET

B-2

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED ON ANY

NOT CONSIDERED SIGNED AND SEALED AND

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

STRUCTURES PLANS

SHEET DESCRIPTIONSHEET NO.

SIGNED AND SEALED BY:

THIS DOCUMENT HAS BEEN DIGITALLY

ELECTRONIC COPIES.

THE SIGNATURE MUST BE VERIFIED ON ANY

NOT CONSIDERED SIGNED AND SEALED AND

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SHEET DESCRIPTIONSHEET NO.

GEOTECHNICAL PLANS

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WEHTTAM T

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O R

FENDER SYSTEM REPLACEMENT

NAVARRE BEACH BRIDGE

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Date By Description

KJV 01-23

Drawn By:

KJV 01-23

Designed by: ROAD NO. COUNTY FINANCIAL PROJECT ID

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

AAC 01-23

Checked by:

GENERAL NOTES

ALL ELEVATIONS REFER TO NAVD 88.

C. VERTICAL DATUM:

TRAFFIC PER COAST GUARD REQUIREMENTS AND THE APPROVED PLAN.

TIMES TO OPEN THE BRIDGE AND CLEAR THE CHANNEL TO MARINE

GUARD SUBMITTAL. THE CONTRACTOR SHALL BE PREPARED AT ALL

REQUESTS ARE TO BE REVIEWED BY THE ENGINEER PRIOR TO COAST

AT LEAST THIRTY (30) DAYS IN ADVANCE OF SUCH RESTRICTION. ALL

3. THE CONTRACTOR SHALL NOTIFY THE U.S. COAST GUARD IN WRITING

APPROVED.

TRAFFIC. NO WORK SHALL COMMENCE UNTIL THE PLAN HAS BEEN

THE NAVIGATION CHANNEL OR OPENING OF THE BRIDGES TO MARINE

TRAFFIC. THE PLAN SHALL IDENTIFY ALL WORK WHICH WILL RESTRICT

WHICH WILL LEAST INTERRUPT THE NORMAL OPERATION OF MARINE

APPROVAL A MARINE TRAFFIC CONTROL PLAN INCLUDING A SCHEDULE

2. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR

TRAFFIC ARE PERMITTED.

TO U.S. COAST GUARD APPROVAL, LIMITED RESTRICTIONS TO MARINE

SHALL BE PERFORMED WITHIN OR OVER AN ACTIVE CHANNEL. SUBJECT

THROUGHOUT THE PROJECT, EXCEPT AS NOTED HEREIN. NO WORK

1. THE WATERWAY SHALL REMAIN OPEN TO MARINE TRAFFIC

E. MAINTENANCE OF NAVIGATION CHANNEL:

BY CONTRACT DOCUMENTS.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED

AND APPLICABLE STANDARD PLANS INTERIM REVISIONS, AND 2023-2024

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2022-2023 STANDARD PLANS

B. GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

FENDER SYSTEM GENERAL NOTES

HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET, EITHER

D. PLAN DIMENSIONS:

GENERAL NOTES

B-3

3. FDOT DESIGN MANUAL, DATED JANUARY 2023.

2023.

INTERIM REVISIONS SPECIFIED IN THE FDOT STRUCTURES MANUAL, JANUARY

(AASHTO), LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION (2020) WITH

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

JANUARY 2023.

1. FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), STRUCTURES MANUAL,

A. DESIGN SPECIFICATIONS:

SPECIFICATIONS.

OFF SITE BY THE CONTRACTOR IN ACCORDANCE WITH THE STANDARD

THE WATER. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF

PREVENT ANY DEMOLITION OR CONSTRUCTION DEBRIS FROM ENTERING

3. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO

DAYS PRIOR TO REMOVING ANY OF THE EXISTING STRUCTURE.

2. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT IN WRITING 60

OF REMOVAL.

1. SEE PLAN AND ELEVATION SHEET, AND BID ITEM NOTES FOR LIMITS

F. REMOVAL OF EXISTING FENDER SYSTEM:

ACCORDANCE WITH ASTM A240 TYPE 316. FRP WALE SPLICE PLATES SHALL BE IN ACCORDANCE WITH SPECIFICATIONS SECTION 973.

WALE SPLICE PLATES: PROVIDE FRP OR STAINLESS STEEL WALE SPLICE PLATES. STAINLESS STEEL WALE SPLICE PLATES SHALL BE IN 14.

" FROM FRONT FACE OF WALES.2

1AND SEIZING DURING TIGHTENING. RECESS HARDWARE A MINIMUM OF

KEEP THE THREADS ON BOLTS, THREADED BARS AND NUTS FREE FROM DIRT, COARSE GRIME AND SAND TO PREVENT GALLING 150 LB-FT, COMPATIBLE WITH BOLTS, THREADED RODS AND NUTS UNDER HEADS AND NUTS, TORQUE NUTS ON 1" DIAMETER BOLTS AND THREADED BARS TO

ASTM F594 TYPE 316. FURNISH STAINLESS STEEL SCREWS IN ACCORDANCE WITH ASTM F593 TYPE 305. FURNISH STAINLESS STEEL WASHERS

STAINLESS STEEL THREADED BARS IN ACCORDANCE WITH ASTM A193 GRADE B8M. FURNISH STAINLESS STEEL NUTS IN ACCORDANCE WITH

BOLTS, THREADED BARS, NUTS, SCREWS AND WASHERS: FURNISH STAINLESS STEEL BOLTS IN ACCORDANCE WITH ASTM F593 TYPE 316. FURNISH 13.

INDEX 510-001.

NAVIGATION LIGHTS: PROVIDE AND INSTALL NAVIGATION LIGHTS IN ACCORDANCE WITH SPECIFICATIONS SECTION 510, DESIGN STANDARDS 12.

ACCORDANCE WITH SPECIFICATIONS SECTION 510 AND DESIGN STANDARDS INDEX 510-001.

SIGNS AND THEIR ASSOCIATED SUPPORT/ATTACHMENT SYSTEMS IN THE SHOP DRAWINGS. PROVIDE AND INSTALL CLEARANCE GAUGE LIGHTS IN

SECTION 700 AND THAT ARE A MINIMUM OF 0.08 INCHES THICK. INCLUDE COMPLETE DETAILS OF THE CLEARANCE GAUGES, MINIMUM CLEARANCE

SPECIFICATIONS CLEARANCE GAUGES AND LIGHTS: PROVIDE CLEARANCE GAUGES AND MINIMUM CLEARANCE SIGNS IN ACCORDANCE WITH 11.

FRP HANDRAILS: PROVIDE THERMOPLASTIC STRUCTURAL SHAPES FOR HANDRAILS IN ACCORDANCE WITH SPECIFICATIONS SECTION 973.10.

(MINIMUM) DECK SCREWS.

WITH SPECIFICATIONS SECTION 973. INSTALL DECKING ACCORDING TO MANUFACTURER'S RECOMMENDATIONS USING STAINLESS STEEL #10 X 3"

FRP DECKING FOR CATWALKS: PROVIDE 2" X 12" (NOMINAL) THERMOPLASTIC STRUCTURAL SHAPES FOR DECKING FOR CATWALKS IN ACCORDANCE 9.

PROVIDE CONTINUOUS WALES WITH SPLICES ONLY AT LOCATIONS SHOWN ON THE PLANS.

WALES: PROVIDE FIBER REINFORCED THERMOPLASTIC STRUCTURAL SHAPES FOR WALES IN ACCORDANCE WITH SPECIFICATIONS SECTION 973. 8.

INSTALL ALL PILES PLUMB AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PILE SPLICES ARE NOT ALLOWED.

PILES: PROVIDE FIBER REINFORCED THERMOPLASTIC STRUCTURAL SHAPES FOR PILES IN ACCORDANCE WITH SPECIFICATIONS SECTION 973. 7.

E) ANTICIPATED TIME AND DURATION OF WATERWAY BLOCKAGES, IF REQUIRED.

D) A POINT OF CONTACT FOR ALL CONSTRUCTION ACTIVITIES.

C) LOCATION OF ALL STORED EQUIPMENT AND MATERIALS.

(HOURS/DAY AND DAYS/WEEK).

B) A PROJECT SCHEDULE INCLUDING ANTICIPATED START DATE, DURATION TO COMPLETE, AND WORKING HOURS

A) BRIEF DESCRIPTION OF WORK BEING PERFORMED.

THIS CORRESPONDENCE SHALL INCLUDE:

OFFICE: (251)-690-3487

JACOB.E.LAMBERT@USACE.ARMY.MIL

CONSTRUCTION OF THE FENDER SYSTEM. PROVIDE NOTIFICATION TO JACOB LAMBERT WITH THE MOBILE DISTRICT OPERATIONS DIVISION AT:

U.S. ARMY CORPS OF ENGINEERS NOTIFICATION: NOTIFY THE U.S. ARMY CORPS OF ENGINEERS LEAST 30 DAYS PRIOR TO BEGINNING OF 6.

OF THE FENDER SYSTEM

U.S. COAST GUARD NOTIFICATION: NOTIFY THE LOCAL OFFICE OF THE U.S. COAST GUARD AT LEAST 30 DAYS PRIOR TO BEGINNING OF CONSTRUCTION 5.

MLW ELEVATION = -0.36 FT

MHW ELEVATION = 0.93 FT

CHANNEL DEPTH = 18.9 FT

1/2 OF 100-YR SCOUR ELEVATION = 6.2 FT

REQUIRED EAC = 455 K-FT

MAXIMUM ALLOWABLE FENDER SYSTEM DEFLECTION = 4 FT THROUGH 48 FT TANGENT SEGMENT, 10 FT REMAINDER

HEREIN:

USE THE FOLLOWING INFORMATION TO COMPLETE THE FENDER SYSTEM DESIGN MEETING THE SPECIFICATIONS AND THE REQUIREMENTS STATED 4.

CONCRETE CONTAINING FERROUS METAL STRANDS AND REINFORCING

TIMBER

DO NOT USE THE FOLLOWING MATERIALS FOR PILE OR WALE MEMBERS IN THE DESIGN OF THE FENDER SYSTEM:3.

PROVIDE FENDER SYSTEMS IN ACCORDANCE WITH SPECIFICATIONS SECTION 471.2.

EXISTING FENDER SYSTEM AND FENDER ACCESS PLATFORM TO BE REMOVED IN ITS ENTIRETY.1.

FENDER SYSTEM GENERAL NOTES

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

Checked by:

AAC 01-23

PLAN

ELEVATION

¡ CHANNEL

MIN. CLEAR CHANNEL

125'-0"

-1

-1

-1

5-

4-

-1

-1

¡ PIER (TYP.)

SYSTEM

NEW FENDER

¡ BRIDGE

SYSTEM

NEW FENDERTO BE REMOVED

EXIST. FENDER SYSTEM

TO BE REMOVED

EXIST. FENDER SYSTEM

TO BE REMOVED

EXIST. FENDER SYSTEM

MUDLINE

EXIST.

96'-0"144'-0"96'-0"

¡ CHANNEL

62.500'62.500'

MIN. CLEAR CHANNEL

125.000'

2640'-0"

B

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B E

G I N

B

R I D

G E

P I

P I

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B

R I D

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A

P I

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A

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A

BRIDGE NO. 580951

E

E

DIRECTION OF STATIONING

-10

-20

-30

-10

-20

-30

PLAN AND ELEVATION

B1-1

B-1

B-2

B-3

B-4

P I

P I

P I

P I

P I

MHW = 0.93MLW = -0.36

(PROPOSED FENDER SYSTEM NOT SHOWN FOR CLARITY)

LEGEND

INDICATES SOIL BORING LOCATION

E E F

EE

FEFE

EF

F E

50/3"

50/3"

50/3"

16 FT WATER

WOOD with Shell

Loose Gray SAND with Silt and Shell (SP-SM)

Loose Brown SAND with Silt (SP-SM)

Soft Brown Organic SILT (OL)

Very Loose Brown Silty SAND with Shell (SM)

Medium Dense Brown and Tan SAND with Shell (SP-SM)

Very Dense Gray and Brown Silty SAND (SM)

Very Dense White and Brown SAND with Silt (SP-SM)

Very Dense White and Tan SAND (SP)

No Recovery

12 FT WATER

Very Loose to Loose Brown and Tan SAND with Silt and Shell (SP-SM)

Medium Dense Brown SAND with Silt (SP-SM)

WOOD

Medium Dense Brown SAND with Silt (SP-SM)

WOOD

Dense Tan and Brown SAND with Silt (SP-SM)

Medium Dense Tan and Gray SAND (SP)

Very Dense Gray SAND with Silt (SP-SM)

MC=22.9

B-1

DATE DRILLED: 10/11/22

LATITUDE: N30.39739

LONGITUDE: W86.86346

GSE: WATER

HAMMER TYPE: SAFETY

-200=4

LL=NP

PI=NV

MC=18.4

-200=11

LL=NP

PI=NV

B-2

DATE DRILLED: 10/11/22

LATITUDE: N30.39738

LONGITUDE: W86.86317

GSE: WATER

HAMMER TYPE: SAFETY

MC=22.2

-200=5

LL=NP

PI=NV

MC=21.9

-200=16

LL=26

PI=3

NN

LEGEND

GROUND SURFACE ELEVATION (FT. NAVD88)GSE

STANDARD PENETRATION RESISTANCE, BLOWS PER FOOT

NUMBER OF BLOWS FOR 6 INCHES OF PENETRATION50/6

WEIGHT OF HAMMER

BORING TERMINATED AT DEPTH INDICATEDBT

PERCENT PASSING NO. 200 U.S. STANDARD SIEVE

WOH

N

PERCENT NATURAL MOISTURE CONTENT

LIQUID LIMIT

PLASTICITY INDEX

NON-PLASTIC

-200=

MC=

LL=

PI=

NP=

CORRELATION OF STANDARD PENETRATION RESISTANCE WITH RELATIVE DENSITY AND CONSISTENCY OF SOIL

AUTOMATIC HAMMER

N VALUE

GRANULAR SOILS

SANDS 0-4

(blows per foot) RELATIVE DENSITY

5-10

11-30

31-50

OVER 50

VERY LOOSE

LOOSE

MEDIUM DENSE

DENSE

VERY DENSE

AUTOMATIC HAMMER

N VALUE

NON-GRANULAR SOILS

SILTS, CLAYS, 0-2

(blows per foot) CONSISTENCY

3-4

5-8

9-15 15-30

VERY SOFT

SOFT

MEDIUM STIFF

STIFF

VERY STIFF

ORGANICS

OVER 30 HARD

Water (WATER)

USCS Poorly-graded

Sand with Silt (SP-SM)

Wood (WOOD)

USCS Poorly-graded

Sand (SP)

USCS Low Plasticity

Organic silt or clay (OL)

USCS Silty Sand (SM)

Shell (SHELL)

Material Graphic Legend

50/3"

50/2"

WOH

GENERAL NOTES

HAMMER WEIGHT: 140 LBS.

AVERAGE HAMMER DROP: 30 IN.

OUTSIDE DIAMETER: 2.0 IN.

INSIDE DIAMETER: 1.375 IN.

SPLIT SPOON SAMPLER:

BLOWS PER FOOT UNLESS OTHERWISE NOTED

STANDARD PENETRATION RESISTANCES ARE SHOWN ON THE BORINGS AT THE TEST DEPTHS IN

STANDARD PENETRATION TEST BORINGS WERE PERFORMED IN ACCORDANCE WITH ASTM D-1586.

EXAMINATION AND THE LABORATORY TESTING SHOWN.

SHOWN. UNIFIED SOIL CLASSIFICATIONS SHOWN ON THE BORINGS ARE BASED ON VISUAL

AT THE BORING LOCATIONS. ACTUAL CONDITIONS BETWEEN THE BORINGS MAY VARY FROM THOSE

SUBSURFACE CONDITIONS SHOWN ON THE BORINGS REPRESENT THE CONDITIONS ENCOUNTERED

REPORT OF CORE BORINGS (1 OF 2)

B1-2

NORTH FENDER SYSTEM

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BRIDGE NO. 580951

www.soearth.com

Phone: 813.875.1365

Mobile, AL 36619

5460 Rangeline Rd.

Certificate of Authorization No. 3777

Southern Earth Sciences

Robert Matthew Coaker, PE 73448

50/2"

50/3"

50/3"

16 FT WATER

SHELL

Very Loose Brown Silty SAND with Shell (SM)

Loose to Medium Dense Brown and Tan

Silty SAND with Shell (SM)

Medium Dense Tan and Brown SAND (SP)

Very Loose Gray and Tan Silty SAND (SM)

Very Dense Gray, Brown and Tan SAND with Silt (SP-SM)

WOH

50/3"

50/3"

50/3"

15 FT WATER

WOOD

Loose Brown Silty SAND (SM)

Loose Brown and Tan SAND with Silt

Medium Dense Brown and Tan Silty SAND (SM)

Very Loose Brown Silty SAND (SM)

Medium Dense Brown and Tan Silty SAND (SM)

Loose to Very Dense Gray, Tan and White

SAND with Silt (SP-SM)

Very Dense Tan and Brown SAND (SP)

B-4

DATE DRILLED: 10/12/22

LATITUDE: N30.39694

LONGITUDE: W86.86319

GSE: WATER

HAMMER TYPE: SAFETY

MC=24.5

-200=6

LL=NP

PI=NV

MC=30.3

-200=9

LL=NP

PI=NV

B-3

DATE DRILLED: 10/13/22

LATITUDE: N30.39690

LONGITUDE: W86.86349

GSE: WATER

HAMMER TYPE: SAFETY

MC=24.4

-200=5

LL=NP

PI=NV

MC=17.9

-200=6

LL=NP

PI=NV

NN

LEGEND

GROUND SURFACE ELEVATION (FT. NAVD88)GSE

STANDARD PENETRATION RESISTANCE, BLOWS PER FOOT

NUMBER OF BLOWS FOR 6 INCHES OF PENETRATION50/6

WEIGHT OF HAMMER

BORING TERMINATED AT DEPTH INDICATEDBT

PERCENT PASSING NO. 200 U.S. STANDARD SIEVE

WOH

N

PERCENT NATURAL MOISTURE CONTENT

LIQUID LIMIT

PLASTICITY INDEX

NON-PLASTIC

-200=

MC=

LL=

PI=

NP=

CORRELATION OF STANDARD PENETRATION RESISTANCE WITH RELATIVE DENSITY AND CONSISTENCY OF SOIL

AUTOMATIC HAMMER

N VALUE

GRANULAR SOILS

SANDS 0-4

(blows per foot) RELATIVE DENSITY

5-10

11-30

31-50

OVER 50

VERY LOOSE

LOOSE

MEDIUM DENSE

DENSE

VERY DENSE

AUTOMATIC HAMMER

N VALUE

NON-GRANULAR SOILS

SILTS, CLAYS, 0-2

(blows per foot) CONSISTENCY

3-4

5-8

9-15 15-30

VERY SOFT

SOFT

MEDIUM STIFF

STIFF

VERY STIFF

ORGANICS

OVER 30 HARD

Water (WATER)

USCS Poorly-graded

Sand with Silt (SP-SM)

Wood (WOOD)

USCS Poorly-graded

Sand (SP)

USCS Low Plasticity

Organic silt or clay (OL)

USCS Silty Sand (SM)

Shell (SHELL)

Material Graphic Legend

GENERAL NOTES

HAMMER WEIGHT: 140 LBS.

AVERAGE HAMMER DROP: 30 IN.

OUTSIDE DIAMETER: 2.0 IN.

INSIDE DIAMETER: 1.375 IN.

SPLIT SPOON SAMPLER:

BLOWS PER FOOT UNLESS OTHERWISE NOTED

STANDARD PENETRATION RESISTANCES ARE SHOWN ON THE BORINGS AT THE TEST DEPTHS IN

STANDARD PENETRATION TEST BORINGS WERE PERFORMED IN ACCORDANCE WITH ASTM D-1586.

EXAMINATION AND THE LABORATORY TESTING SHOWN.

SHOWN. UNIFIED SOIL CLASSIFICATIONS SHOWN ON THE BORINGS ARE BASED ON VISUAL

AT THE BORING LOCATIONS. ACTUAL CONDITIONS BETWEEN THE BORINGS MAY VARY FROM THOSE

SUBSURFACE CONDITIONS SHOWN ON THE BORINGS REPRESENT THE CONDITIONS ENCOUNTERED

and Shell (SP-SM)

B1-3

REPORT OF CORE BORINGS (2 OF 2)

SOUTH FENDER SYSTEM

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BRIDGE NO. 580951

www.soearth.com

Phone: 813.875.1365

Mobile, AL 36619

5460 Rangeline Rd.

Certificate of Authorization No. 3777

Southern Earth Sciences

Robert Matthew Coaker, PE 73448

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COPING LINE COPING LINE

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24'-0" 24'-0"

24'-0"

48'-0"

FRONT FACE OF NEW FENDER

FRONT FACE OF NEW FENDER

ACCESS PLATFORM

NEW FENDER SYSTEM

STA. 256+78

¡ PIER 9

ACCESS PLATFORM

NEW FENDER SYSTEM

CONTROL POINT DPOINT C

CONTROL

POINT A

CONTROL

CONTROL POINT B

TO BE REMOVED (TYP.)

EXIST. FENDER SYSTEM

TO BE REMOVED (TYP.)

EXIST. FENDER SYSTEM

EXIST. BRIDGE ABOVE

°0 '0

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

AAC 01-23

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FENDER SYSTEM (1 OF 2)

I R

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LOCATION NORTHING EASTING

A

B

C

D

N 30°23'50.3156"

N 30°23'50.3497" W 86°51'47.7419"

N 30°23'49.0815" W 86°51'48.1861"

N 30°23'49.1156" W 86°51'47.6394"

CONTROL POINT LOCATIONS

W 86°51'48.2886"

PLAN VIEW OF FENDER SYSTEM

B1-4 FENDER SYSTEM REPLACEMENT

48'-0"

16'-0"

16'- 0"

'-0

'-0

°0 '0

¡ CHANNEL

¡ ROADWAY

16'-0"16'-0"16'-0"16'-0"48'-0"

LOCATIONS AND DETAILS)

(SEE INDEX 510-001 FOR

NAVIGATION LIGHT

GAUGE

CLEARANCE

LIGHTED

DECKING (TYP.)

PLASTIC LUMBER

POST (TYP.)

PLASTIC LUMBER

RAIL (TYP.)

PLASTIC LUMBER

SPACER BLOCK (TYP.)

PLASTIC LUMBER

OF FENDER

FRONT FACE

WALES (TYP.)

GAUGE

CLEARANCE

LIGHTED

CONTROL POINT B

24'-0" 24'-0" "2 115'-11 "4

315'-7 "8 315'-0 "2

114'-1

NAVIGATION LIGHT

BLOCKS (TYP.) (AS NEEDED)

PLASTIC LUMBER SPACER

WALES (TYP.)

PLASTIC LUMBER

(TYP.)

SPACED @ 16'-0" MAX.

PLASTIC PIPE PILE

SPACED @ 16'-0" MAX.

PIPE PILES

DECK SUPPORT (TYP.)

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

AAC 01-23

Checked by:

0 0

0 0

0 0

0 0

0 0

0 0

A

A

B

B E E

MLW = -0.36

MHW = 0.93

NOTES:

FENDER SYSTEM (2 OF 2)

B1-5

PARTIAL SCHEMATIC PLAN VIEW - TYPICAL FLARE

D I R

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T I

S

T A

T I O

N I N

G

ELEVATION - FRONT FACE OF FENDER

MEASURED ALONG FENDER SYSTEM

BY CONTRACTOR.

CONFIGURATION TO BE DETERMINED

2. PLASTIC PILE CLUSTER

SYSTEM DETAILS (2 OF 2).

FOR VIEW E-E SEE FENDER

FENDER SYSTEM DETAILS (1 OF 2).

1. FOR SECTIONS A-A AND B-B SEE

(NOTE: CATWALK AND HANDRAIL NOT SHOWN FOR CLARITY)

FRONT FACE OF WALE AS SHOWN

" FROM2

1RECESS THREADED BAR

ACCEPT NUT & WASHER

PROVIDE OVERSIZED HOLE TO

M I N

"3

2'-6" MIN.

FACE

POST

OF FENDER

FRONT FACE

(TYP. AT EACH WALE SPLICE LOCATION)

CENTER PLATE ABOUT SPLICE AND ¡ WALE

SPLICE PLATE TOP AND BOTTOM OF WALE,

(TYP.)

WITH SPACER BLOCKS)

(RECESS HEAD FLUSH

STEEL LAG SCREWS

STAINLESS

SPACER BLOCKS (TYP.)

PLASTIC LUMBER

WASHERS (TYP.)

LOCKING NUTS AND

THREADED BARS,

STAINLESS STEEL

NUTS AND WASHERS (TYP.)

THREADED BAR, LOCKING

STAINLESS STEEL

SPACER BLOCK (TYP.)

PLASTIC LUMBER

RAIL (TYP.)

PLASTIC LUMBER

DECKING (TYP.)

PLASTIC LUMBER

@ 2'-0" CTRS.

STEEL DECKING SCREWS

STAINLESS

(CENTER IN POST)

STEEL DECKING SCREWS

STAINLESS

POST (TYP.)

PLASTIC LUMBER

AT EACH POST, CENTERED, TYP.)

WASHERS (1 PER EACH RAIL

BOLT, LOCKING NUTS AND

STAINLESS STEEL

TO DECK SUPPORT)

LOCKING NUTS AND WASHERS (POST

STAINLESS STEEL THREADED BAR,

(TYP.)

DECK SUPPORT

PLASTIC LUMBER

NUTS AND WASHERS (TYP.)

THREADED BARS, LOCKING

STAINLESS STEEL

SPACER BLOCKS (TYP.)

PLASTIC LUMBER

WASHERS (TYP.)

LOCKING NUTS AND

THREADED BARS,

STAINLESS STEEL

(TYP. AT EACH WALE SPLICE LOCATION)

CENTER PLATE ABOUT SPLICE AND ¡ WALE

0° SPLICE PLATE TOP AND BOTTOM OF WALE,

(TYP.)

PLASTIC PIPE PILE

DECK SUPPORT (TYP.)

PLASTIC LUMBER

(TYP.)

PLASTIC PIPE PILE

08°00'00"

(TYP.)

DECK SUPPORT

PLASTIC LUMBER

WASHERS (TYP.)

LOCKING NUTS AND

THREADED BARS,

STAINLESS STEEL

(TYP. AT EACH WALE SPLICE LOCATION)

CENTER PLATE ABOUT SPLICE AND ¡ WALE

SPLICE PLATE TOP AND BOTTOM OF WALE,

WALES (TYP.)

PLASTIC LUMBER

WALE (TYP.)

PLASTIC LUMBER

WALE (TYP.)

PLASTIC LUMBER

WALE (TYP.)

PLASTIC LUMBER

PLASTIC PIPE PILES

(TYP.)

PLASTIC PIPE PILES

WALES (TYP.)

PLASTIC LUMBER

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

AAC 01-23

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SECTION A-A

DETAIL A

SECTION B-B

(AT WALE SPLICE)

MLW = -0.36 FT

MHW = 0.93 FT

FENDER SYSTEM DETAILS (1 OF 2)

B1-6

TYPICAL ELEVATION

G G

VIEW G-G

(TYPICAL STRAIGHT SECTION)

VIEW G-G

(TYPICAL FLARED SECTION)

DETERMINED BY THE CONTRACTOR.

PILE CLUSTER CONFIGURATION TO BE 1.

NOTES:

MINIMUM

CLEARANCE

-2

(SHOWING FENDER END WITH CLEARANCE GAUGE)

NOT SHOWN FOR CLARITY)

(WALES, PILES, AND BRACING

NOT SHOWN FOR CLARITY)

(WALES, DECKING, AND HANDRAIL

LIGHT SUPPORT

PLASTIC LUMBER

CLEARANCE GAUGE SUPPORT

PLASTIC LUMBER

STEEL LAG SCREWS (TYP.)

STAINLESS

WASHERS (TYP.)

LOCKING NUTS AND

THREADED BARS,

STAINLESS STEEL

(TYP.)

BRACING

PLASTIC LUMBER

LOCKING NUTS & WASHERS

STAINLESS STEEL BOLTS,

LIGHT SUPPORT

PLASTIC LUMBER

DECKING SCREWS EACH END

STAINLESS STEEL,

DECKING (TYP.)

PLASTIC LUMBER

CLEARANCE GAUGE SUPPORT

PLASTIC LUMBER

STEEL LAG SCREWS (TYP.)

STAINLESS

NUTS AND WASHERS (TYP.)

THREADED BARS, LOCKING

STAINLESS STEEL

WASHERS (TYP.)

LOCKING NUTS AND

THREADED BARS,

STAINLESS STEEL

¡ CHANNEL

CLEARANCE GAUGE

MINIMUM CLEARANCE SIGN

CLEARANCE GAUGE LIGHT

& LIGHT

CLEARANCE GAUGE

LIGHT

NAVIGATION

3'-6"

(TYP.)

LOCKING NUTS & WASHERS

STAINLESS STEEL BOLTS,

CLEARANCE GAUGE

FOR CLEARANCE GAUGE

ORIENTATION LINE

90°00'00"

PLASTIC LUMBER

WALES (TYP.)

PLASTIC LUMBER

BRACING (TYP.)

PLASTIC LUMBER

(TYP.)

PLASTIC PIPE PILES

MLW = -0.36 FT MLW = -0.36 FT

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

AAC 01-23

Checked by:

D D

SECTION D-D

C

C

F F

CLEARANCE GAUGE DETAILS

FENDER SYSTEM DETAILS (2 OF 2)

B1-7

DETERMINED BY THE CONTRACTOR.

PILE CLUSTER CONFIGURATION TO BE 1.

NOTES:

VIEW E-E

VIEW C-C VIEW F-F

(M I N

2'-0"

1'-0"1'-0"

'-0

2'-0"

1'-0"1'-0"

EXIST. PIER

EXIST. PIER

6'-4"

4'-8"

6'-4"

"8 1103'-3""8

72'-2

4'-8"

"8 793'-3""8

" "8

3L 4x4x

"8 3L 4x4x

"8 3L 4x4x

ST 4x11.5

3"x8" JOIST

"8 1103'-3""8

72'-2

"8 793'-3""8

"8 3L 4x4x

"8 3L 4x4x

"8 3L 4x4x

"8 3L 4x4x3"x8" JOIST (TYP.)

3"x8" JOIST (TYP.)

ST 4X11.5

EXIST. PIER

"8 3L 4x4x

"8 3L 4x4x

ST 4X11.5

ST 4x11.5

OF FENDER

FRONT FACE

DECK SUPPORT (TYP.)

PLASTIC LUMBER

2"x6" @ 7" CTRS.

9'-6"

¡ PIER

PLASTIC PIPE PILE

5/8" DIA. ADHESIVE ANCHOR BOLT (TYP.)

(TYP.)

PLASTIC WALE

DECK SUPPORT

PLASTIC LUMBER

3"x8"x12'-7" N.S.

3"x8"x11'-3" F.S.

PLASTIC LUMBER

BRACKET (TYP.)

STEEL SUPPORT

SLIDE AT END ADJACENT TO LADDER

DECK SUPPORT AND ALLOWED TO

JOIST TO BE NAILED SECURELY TO

¡ EXIST. PIER

¡ EXIST. PIER

BRACKET (TYP.)

STEEL SUPPORT

2"x6" @ 7" CTRS. (TYP.)

3"x8"x11'-3" PLASTIC LUMBER JOIST

PLASTIC LUMBER JOIST

3"x8"x12'-7"

"8 3L 4x4x

"8 3L 4x4x

"8 3L 4x4x

5/8" DIA. ADHESIVE ANCHOR BOLT (TYP.)

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BRIDGE NO. 580951

www.volkert.com

Phone: 813.875.1365

Kyle J. Vargha, PE 88474

AAC 01-23

Checked by:

MOUNTING BRACKET DETAILS

A A

B B

VIEW A-A

VIEW B-B

B1-8

MHW = -0.36

MHW = 0.93

VIEW C-C

C C

ELEVATION AT FENDER ACCESS PLATFORM

FENDER SYSTEM ACCESS PLATFORM DETAILS

BRACKETS.

EXISTING ANCHORS PRIOR TO FABRICATION OF SUPPORT

CONTRACTOR SHALL FIELD VERIFY SPACING/LOCATION OF6.

ADHESIVE BOND MATERIAL SHALL BE TYPE HV.5.

MANUFACTURER'S RECOMMENDATIONS.

SECTION 937, AND INSTALLED IN ACCORDANCE WITH

APPROVED PRODUCTS LIST, COMPLY WITH SPECIFICATIONS

ANCHOR BOLTS SHALL BE SELECTED FROM THE FDOT4.

" � UNLESS NOTED OTHERWISE.8

5ALL BOLTS SHALL BE 3.

ACCORDANCE WITH ASTM A123

ASTM A709 GRADE 36 AND HOT DIP GALVANIZED IN

ALL STEEL ANGLES AND ST SHAPES SHALL BE SHALL BE2.

BOLTS IN PIER.

ENTIRETY, INCLUDING PREVIOUSLY INSTALLED ANCHOR

EXISTING ACCESS PLATFORM SHALL BE REMOVED IN ITS1.

NOTES: