Drawings_HERON.pdf

PDF 4 MB Posted Jan 12, 2026

Attached to: Heron Street, Egret Avenue, and Mallard Street Seawall Replacement Project
Solicitation number: 26-B-38IF
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Jan 22, 2026

This file contains architectural and engineering drawings for the Heron Street Post-Hurricane Nicole Repairs project in Volusia County, Florida, prepared by Coastal Tech and dated August 25, 2025. The project involves the removal of damaged infrastructure including wooden boardwalks, beach access stairs, concrete sidewalks, trap bags, and geotextile tubing within the county right-of-way, followed by construction of replacement infrastructure consisting of a concrete sheet-pile seawall with sand backfill, concrete walkway, beach access stairs, dune plantings, split rail fencing, and ancillary site improvements. The work is located at Heron Street in Port Orange, Florida (S Atlantic Avenue, coordinates N029°07'53.89" W080°57'26.89"), and all construction must be performed from the uplands with no driving on the beach. The contractor is required to conduct a pre-construction meeting with the engineer to verify construction access locations, design details, staking, and construction methods prior to initiating work. The design complies with Florida Administrative Code Section 62B-33.0051, and all work must conform to authorization from the Florida Department of Environmental Protection and applicable building permits.

The drawings indicate a comprehensive seawall replacement project spanning approximately 320 linear feet with varying cap elevations ranging from 13 to 19 feet NAVD 88. The seawall design utilizes 42 prestressed concrete sheet piles with 2 precast concrete corner piles, concrete deadmen with tie-rods, and helical anchors rated at 18.4 kips horizontal allowable capacity. The project includes concrete walkways with guiderails, ADA-compliant ramps and landings, wooden beach access stairs with composite railings, and native dune plantings including sea oats, seagrape, and dune sunflower. Grading calculations indicate a net fill of 87 cubic yards with fill material required to meet minimum requirements of Florida Administrative Code Section 62B-33.005(7). Beach fill compatibility samples must be provided by the contractor for acceptance by the engineer and county. The design accounts for a 50-year FDEP storm tide elevation of 1.8 feet and FEMA 100-year base flood elevation of 18.65 feet NAVD 88, with scour design depth of 10 feet.

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Other files

File	Type	Posted
Heron_Street,_Egret_Avenue,_and_Mallard_Street_Seawall_Replacement_Project_(Addendum_#1_Revision).pdf	PDF	Feb 5, 2026
Exhibit_G_-_Bid_Price_Sheet_26-B-38IF_-_REVISION_1.xlsx	XLSX spreadsheet	Feb 5, 2026
Exhibit_K_-_Installation_Floater_Affidavit_26-B-38IF.docx	DOCX document	Feb 5, 2026
Heron_Street,_Egret_Avenue,_and_Mallard_Street_Seawall_Replacement_Project.pdf	PDF	Jan 20, 2026
Exhibit_J_-_FEDERAL_CONTRACT_PROVISIONS_(FEMA)_26-B-38IF.pdf	PDF	Jan 20, 2026
Exhibit_I_-_Surveys_for_26-B-38IF_-_Heron_Street,_Egret_Avenue,_and_Mallard_Street.pdf	PDF	Jan 20, 2026
Exhibit_H_-_Geotechnical_Data_for_26-B-38IF_-_Heron_Street,_Egret_Avenue,_and_Mallard_Street.pdf	PDF	Jan 20, 2026
Exhibit_G_-_Bid_Price_Sheet_26-B-38IF.xlsx	XLSX spreadsheet	Jan 20, 2026
Exhibit_F_-_Sales_Tax_Exemption_Procedure_26-B-38IF.pdf	PDF	Jan 20, 2026
Exhibit_E_-_Technical_Specifications_26-B-38IF_for_Heron_Street,_Egret_Avenue,_and_Mallard_Street.pdf	PDF	Jan 20, 2026
Exhibit_D_-_Construction_Plans_26-B-38IF_-_Heron_Street,_Egret_Avenue,_and_Mallard_Street.pdf	PDF	Jan 20, 2026
Exhibit_C_-_Draft_Contract_26-B-38IF.pdf	PDF	Jan 20, 2026
Exhibit_B_-_PRIME-SUB_FORM_for_Contractors_26-B-38IF.xls	XLS spreadsheet	Jan 20, 2026
Exhibit_A_-_Insurance_Requirements_26-B-38IF.pdf	PDF	Jan 20, 2026
Drawings_EGRET.pdf	PDF	Jan 12, 2026
Drawings_MALLARD.pdf	PDF	Jan 12, 2026
2c_-_Heron_Geotechnical_Data.pdf	PDF	Jan 12, 2026
2a_-_Mallard_Geotechnical_Data.pdf	PDF	Jan 12, 2026
2025-10-10_Tech_Specs_-_2_-_Egret.pdf	PDF	Jan 12, 2026
2025-10-10_Tech_Specs_-_3_-_Heron.pdf	PDF	Jan 12, 2026
1b_-_Egret_Survey_SIGNED.pdf	PDF	Jan 12, 2026
2025-10-10_Tech_Specs_-_1_-_Mallard.pdf	PDF	Jan 12, 2026
2b_-_Egret_Geotechnical_Data.pdf	PDF	Jan 12, 2026
1a_-_Mallard_Survey_SIGNED.pdf	PDF	Jan 12, 2026
1c_-_Heron_Survey_SIGNED.pdf	PDF	Jan 12, 2026
2025-10-10_3_Birds_Bid_Schedule.xlsx	XLSX spreadsheet	Jan 12, 2026
PRIME-SUB_FORM_for_Contractors_rev._01.15.2025_(lock_before_publishing).xls	XLS spreadsheet	Jan 12, 2026

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MALLARD STREET

O R

A V

E N

U E

C A

R D

L B O

V A

R D

S O

P E N

S U

S O

TLA

TIC

A V

E N

U E

TEAL STREET

HERON STREET

PROJECT SITE

N 1744160.5595' E 669745.9534'

LAT N029° 07' 53.89"

LONG W080° 57' 26.89"

S ATLANTIC AVE,

PORT ORANGE, FLORIDA 32127

HERON STREET

R-124

T-123

C O

V E

R S

H E

E T

HERON STREET POST HURRICANE NICOLE REPAIRS

VOLUSIA COUNTY, FLORIDA

LOCATION MAP

OWNER / APPLICANT

VOLUSIA COUNTY

COASTAL DIVISION

515 S. ATLANTIC AVENUE

DAYTONA BEACH, FL 32118

PHONE: (386) 248-8072

GEOTECHNICAL ENGINEER

BETCHOL ENGINEERING AND TESTING

605 WEST NEW YORK AVENUE, SUITE A

DELAND, FL 32720

PHONE: (386) 734-8444

GENERAL NOTES

1. THE OWNER IS VOLUSIA COUNTY (COUNTY).

2. THE WORK CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, AND MATERIAL

REQUIRED FOR

a. REMOVAL OF EXISTING DAMAGED INFRASTRUCTURE - INCLUDING:

· WOODEN BOARDWALK AND BEACH ACCESS STAIRS,

· PORTION OF CONCRETE SIDEWALK,

· TRAP BAGS AND GEOTEXTILE TUBING WITHIN COUNTY R.O.W., AND

· SIGNS, TREES, AND VEGETATION AS NEEDED FOR CONSTRUCTION

ACCESS; AND

b. CONSTRUCTION OF REPLACEMENT INFRASTRUCTURE - INCLUDING:

· CONCRETE SHEET-PILE SEAWALL WITH SAND BACKFILL,

· CONCRETE WALKWAY,

· BEACH ACCESS STAIRS,

· DUNE PLANTINGS,

· SPLIT RAIL FENCING (BY OTHERS), AND

· OTHER ANCILLARY SITE IMPROVEMENTS AS SHOWN ON THESE

DRAWINGS.

3. ALL WORK IS TO BE PERFORMED WITHIN THE HERON STREET RIGHT-OF-WAY.

CONTRACTOR SHALL NOT DRIVE ON THE BEACH. ALL WORK SHALL BE

CONDUCTED FROM THE UPLANDS.

4. ALL WORK SHALL CONFORM TO THE AUTHORIZATION OBTAINED BY THE

COUNTY FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

(FDEP) AND THE BUILDING PERMIT TO BE OBTAINED BY THE CONTRACTOR. THE

CONTRACTOR WHO PERFORMS THE WORK SHALL POST ON THE JOB SITE THE

FDEP AUTHORIZATION AND PLACARDS FOR ANY OTHER REQUIRED PERMITS. THE

CONTRACTOR SHALL COMPLY WITH ALL TERMS OF THE PERMITS AS PERTAINING

TO PERFORMANCE OF THE WORK.

5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET ON-SITE WITH THE

ENGINEER OR THE ENGINEER'S DESIGNEE FOR A PRE-CONSTRUCTION MEETING

TO VERIFY CONSTRUCTION ACCESS LOCATIONS, DESIGN DETAILS, STAKING BY

THE CONTRACTOR, AND METHODS OF CONSTRUCTION.

6. EXISTING CONDITIONS AND EXISTING DATA ARE FROM A SURVEY BY SLIGER &

ASSOCIATES, INC. JOB#24-0901 DATED SEPTEMBER 09, 2024.

7. AERIAL FROM FDOT AND DATED MARCH 04, 2021.

8. SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL DETAILS OF THE WORK.

9. THE DESIGN - REPRESENTED BY THESE DRAWINGS AND THE TECHNICAL

SPECIFICATIONS - COMPLIES WITH F.A.C. 62B-33.0051.

C1.0

H E

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L E

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P A

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L O

A th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

T A

N V

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P .E

T E

F L O

A P

E N

S E

N U

M B

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C O

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T A

L T

E C

LAND SURVEYOR

SLIGER & ASSOCIATES, INC.

3921 NOVA ROAD

PORT ORANGE, FL 32127

PHONE: (386) 761-5385

STAGING AREA MAP

AVAILABLE

STAGING AREA

PROJECT SITE

HERON STREET

S O

TLA

TIC

A V E N

U E

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

C1.0 COVER SHEET

C2.0 EXISTING CONDITIONS

C3.0 EROSION CONTROL PLAN

C3.1 DEMOLITION PLAN

C4.0 SITE PLAN

C5.0 GRADING PLAN

C5.1 GRADING CROSS-SECTIONS

C5.2 GRADING CROSS-SECTIONS

C6.0 DETAILS - SEAWALL & DEADMAN

C6.1 CONCRETE SEAWALL AND DEADMAN LAYOUT

C6.2

TYPE "A" PRESTRESSED CONCRETE SHEET PILE

WALL (CONVENTIONAL)

C6.3

PRECAST CONCRETE SHEET PILE CORNER PILE

(CFRP/GFRP)

C6.4 DETAILS - PIPE GUIDERAIL (ALUMINUM)

C6.5 DETAILS - EASTERN BEACH ACCESS STAIRS

C7.0 DETAILS - MISCELLANEOUS

AVAILABLE

STAGING AREA / ACCESS

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NORTH

S O

U T

H A

T L A

N T

V E

N U

HERON

STREET

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20

-5'

15'

20'

-5'

15'

20'

PROFILE A

10'

0' 2+18.62

3.16'

0+00.00 17.78'

0+09.04 17.88'

0+49.28 18.80'

0+71.09 18.54'

0+89.06 18.35'

1+13.74 16.87'

1+27.82 17.14'

1+40.12 9.16'

1+65.26 5.50'

1+92.45 4.64'

2+54.52 1.78'

3+07.78 -0.07'

PROFILE B

0+00.00 17.92'

0+32.41 18.70'

0+58.94 19.21'

0+78.47 18.90'

0+96.96 18.64'

1+06.94 18.93'

1+24.13 14.22'

1+41.32 9.50'

1+67.67 5.46'

1+89.97 4.70'

2+14.94 3.24'

2+38.87 2.31'

2+60.57 1.49'

3+00.71 0.05'

PROFILE B

PROFILE APROFILE A PROFILE A PROFILE A PROFILE A PROFILE A PROFILE A

PROFILE A PROFILE A PROFILE A PROFILE A

PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B PROFILE B

PROFILE A

E X

G C

O N

C2.0

H E

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N S

T R

E E

T P

O S

T H

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A N

E N

L E

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T Y

L O

A th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

Scale in feet

40200

LEGEND:

S D

ABBREVIATIONS:

NOTES

1. EXISTING SITE CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE TOPOGRAPHIC SURVEY BY

SLIGER & ASSOCIATES, INC. - JOB#24-0901 DATED SEPTEMBER 09, 2024.

2. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT REPORT FROM AN AUTHORIZED TITLE PROFESSIONAL, OR A TITLE OPINION ISSUED BY AN ATTORNEY LICENSED BY THE FLORIDA BAR.

THEREFORE, THERE MAY BE ADDITIONAL MATTERS OF RECORD NOT SHOWN ON THIS SURVEY.

3. THE BEARINGS SHOWN IN THESE DRAWINGS ARE (GRID BEARINGS) BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS) EAST ZONE, 1983 NORTH AMERICAN DATUM (NAD 83), 2007 ADJUSTMENT.

4. UNDERGROUND FOUNDATIONS, IF ANY, WERE NOT LOCATED AND ARE NOT SHOWN AS PART OF THE

SURVEY.

5. ELEVATIONS REFER TO N.A.V.D. OF 1988.

6. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF.

7. MEAN HIGH WATER LINE WAS LOCATED AT ELEVATION 1.20 FEET NAVD88 ON SEPTEMBER 9, 2024.

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HERON STREET

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REC 5/8" IRON ROD & CAP LB#3019

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FOUND 1/2" IRON PIPE NO ID.

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FOUND 5/8" IRON ROD NO ID.

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FOUND 1-1/2" IRON PINCH PIPE NO ID.

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1 STORY CONC BLDG RES #4021

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1 STORY WOOD BLDG RES #4025

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RES #4031

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FLOODZONE "AE"

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FLOODZONE "X"

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FLOODZONE "AE"

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FLOODZONE "X"

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ATLANTIC OCEAN

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PEDESTRIAN BEACH APPROACH

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6' WOODEN WALKWAY W/ HANDRAIL

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VEGETATION LINE

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SANDBAGS

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GEOTEXTILE STRUCTURE

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VEGETATION LINE

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1' BRICK WALL

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2.5' SEAWALL TOP EL:9.99'

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1.0' BROKEN CON CWALL

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VINYL DECK

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VINYL DECK

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ASPHALT PAVEMENT

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FOUND 5/8" IRON ROD NO ID

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ASPH

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MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

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SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

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RECOVERED NAIL&DISK N:1744102.236 E:669640.762

AutoCAD SHX Text 5.85

AutoCAD SHX Text S27°07'22"E 1042.73'

AutoCAD SHX Text N35°35'19"W 288.44'

AutoCAD SHX Text 79-78-A37

AutoCAD SHX Text 88.4599

AutoCAD SHX Text 80.7608

AutoCAD SHX Text DEPARTMENT OF NATURAL RESOURCES COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN M.B. 30, PG. 20 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA.

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SEE PROFILE A

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SEE PROFILE B

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AutoCAD SHX Text THAT PART OF HERON ST LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

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2.5' SEAWALL TOP EL:17.98'

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NORTH

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GAS VALVE

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GUY ANCHOR

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ELECTRIC SERVICE BOX

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FIRE HYDRANT

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WATER VALVE

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SANITARY SEWER VALVE

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HAND HOLE (ELECTRIC)

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RUV

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REUSE VALVE

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IRON PIPE WITH CAP

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CONCRETE MONUMENT

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IRON PIPE

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IRON ROD

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IRON ROD WITH CAP

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TELEPHONE RISER

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FOUND "X"/CUT IN CONCRETE

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PERMANENT CONTROL POINT

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WOOD POWER / UTILITY POLE

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SITE BENCHMARK

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WATER METER

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MAIL BOX

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CLEAN OUT

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ELECTRIC METER

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CABLE TELEVISION BOX

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GAS METER

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SANITARY SEWER MANHOLE

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STORM DRAIN MANHOLE

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LIGHT POLE

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GTMH

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GREASE TRAP MANHOLE

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YARD LIGHT

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ELECTRIC PANEL

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ELP

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FIRE DEPARTMENT CONNECTION

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FIBER OPTIC CABLE BOX

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FOCB

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EXCEPTION NUMBER

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PARKING SPACE NUMBER

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FIBER OPTIC CABLE VAULT

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FOCV

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SSV

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HHE

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SIGN

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EXISTING ELEVATION

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ELECTRIC MANHOLE

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EMH

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NAIL & DISK

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-FO-

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-TV-

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-FM-

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-OH-

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BURIED FIBER OPTIC CABLE

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BURIED TELEPHONE CABLE

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BURIED WATER LINE

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BURIED ELECTRIC LINE

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BURIED GAS LINE

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BURIED TELEVISION LINE

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BURIED FORCEMAIN

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AERIAL UTILITY LINE

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-ST-

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STORM PIPE

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BACKFLOW PREVENTER

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ELECTRIC RISER

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SIGNAL MAST ARM

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-SS-

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SANITARY PIPE

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TRAFFIC SIGNAL BOX

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TSB

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MONITORING WELL

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METAL SUPPORT POLE

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BOLLARD

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PEDESTRIAN CROSSING SIGNAL

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CONCRETE POWER / UTILITY POLE

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-RW-

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REUSE WATERLINE

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SANITARY RISER

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CONCRETE POST

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FLAGPOLE

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BUS BENCH

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FDC

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IRC

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IPC

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(TYP)

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SEC

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TWP

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RGE

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IRON ROD & CAP

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IRON ROD (NO CAP)

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IRON PIPE & CAP

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IRON PIPE (NO CAP)

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TYPICAL

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SECTION

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TOWNSHIP

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RANGE

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ILLEG.

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ORB

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(NR)

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ECP

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INV

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ILLEGIBLE

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MAP BOOK

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PAGE

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OFFICIAL RECORDS BOOK

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PLATTED DIMENSION

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DEED DIMENSION

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MEASURED DIMENSION

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CALCULATED DIMENSION

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RADIAL

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NON RADIAL

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ELLIPTICAL CONCRETE PIPE

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INVERT

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CENTERLINE

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SAN

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MES

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HDPE

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RCP

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CMP

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CPP

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VCP

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SANITARY

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MANHOLE

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MITERED END SECTION

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HIGH DENSITY POLYETHYLENE PIPE

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REINFORCED CONCRETE PIPE

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CORRUGATED METAL PIPE

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CORRUGATED PLASTIC PIPE

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VITRIFIED CLAY PIPE

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ELEVATION

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CHECK VALVE

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IRRIGATION VALVE

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REUSE VALVE

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FIRE HYDRANT

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TOP COVER

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TSP

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TOB

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TOE

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CLF

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FNC

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EOW

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LIGHT POLE

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POWER POLE

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GUY ANCHOR

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TRAFFIC SIGNAL POLE

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RIGHT OF WAY

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DRIVEWAY

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TOP OF BANK

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TOE OF SLOPE

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CHAINLINK FENCE

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AIR CONDITIONER

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FENCE

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EDGE OF WATER

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UTILITY EASEMENT

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ACCESS EASEMENT

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FP&L CO

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NGVD

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NAVD

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FLORIDA POWER & LIGHT COMPANY

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NATIONAL GEODETIC VERTICAL DATUM

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NORTH AMERICAN VERTICAL DATUM

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CENTRAL ANGLE

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RADIUS

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ARC LENGTH

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CHORD BEARING

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DIP

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PVC

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CONC

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RES

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DUCTILE IRON PIE

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POLYVINYL CHLORIDE

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CONCRETE

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RESIDENCE

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CLEANOUT

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FDOT

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FLORIDA DEPARTMENT OF TRANSPORTATION

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GLM

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GAS LINE MARKER

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LICENSED BUSINESS

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FDNR

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FLORIDA DEPARTMENT OF NATURAL RESOURCES

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USC & GS

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UNITED STATES COAST & GEODETIC SURVEY

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AutoCAD SHX Text N&D

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FND

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CONCRETE MONUMENT

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NAIL & DISK

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FOUND

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MONITORING WELL

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PRV

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PRESURE REDUCING VALVE

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IDENTIFICATION

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POC

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POINT OF COMMENCEMENT

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POB

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POINT OF BEGINNING

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WITH

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WATER VALVE

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WATER METER

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ASPH

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ASPHALT

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ARV

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AIR RELEASE VALVE

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WOOD FENCE

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FINISHED FLOOR

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CURB & GUTTER

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BH BIRCH TREE

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OK OAK TREE

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SG SWEET GUM TREE

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HK/HC HICKORY TREE

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UNK UNKNOWN TREE

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MP MAPLE TREE

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SC SYCAMORE TREE

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TREE SIZE

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(INCHES)

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BREAST HEIGHT

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MULTIPLE TRUNKS

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DIAMETER AT

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TREE

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TYPE

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TREE

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OK24\8

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SYMBOL

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%%UADDITIONAL ABBREVIATIONS-TREE LEGEND

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CB CHINABERRY TREE

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PN SLASH PINE TREE

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PM PALM TREE

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MG MAGNOLIA TREE

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BY BAY TREE

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EM ELM TREE

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MU MULBERRY TREE

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PNS SAND PINE TREE

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PNF LONGLEAF PINE TREE

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BT BLACK TUPELO TREE

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PNP POND PINE

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PNL LOBLOLLY PINE TREE

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CD CEDAR TREE

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CY CYPRESS TREE

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DDD INDICATES THAT THE TREE IS LIKELY DEAD, DISEASED OR DYING

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RT RAIN TREE

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CR CREPE MYRTLE TREE

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BB BOTTLE BRUSH TREE

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CAM CAMPHOR TREE

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SB SUGARBERRY TREE

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ASH ASH TREE

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WAX WAX MYRTLE TREE

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JUN JUNIPER TREE

RED RED BAY TREE

88.4599

80.7608

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)

EROSION CONTROL FENCE

AT LIMITS OF CONSTRUCTION

E R

O S

C O

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Scale in feet

20100

LEGEND:

EXISTING

PROPERTY LIMITS

PROPOSED

EROSION CONTROL FENCE

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REC 5/8" IRON ROD & CAP LB#3019

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FOUND 1/2" IRON PIPE NO ID.

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1 STORY CONC BLDG RES #4021

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1 STORY WOOD BLDG RES #4025

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FLOODZONE "AE"

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FLOODZONE "X"

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VEGETATION LINE

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SANDBAGS

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VEGETATION LINE

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1' BRICK WALL

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2.5' SEAWALL TOP EL:9.99'

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1.0' BROKEN CON CWALL

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VINYL DECK

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VINYL DECK

AutoCAD SHX Text 2' C&G

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ASPHALT PAVEMENT

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FOUND 5/8" IRON ROD NO ID

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ASPH

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MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

AutoCAD SHX Text 1.2

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SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

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RECOVERED NAIL&DISK N:1744102.236 E:669640.762

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AutoCAD SHX Text THAT PART OF HERON ST LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

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2.5' SEAWALL TOP EL:17.98'

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PEDESTRIAN BEACH APPROACH

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6' WOODEN WALKWAY W/ HANDRAIL

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)

CONTRACTOR TO

CUT & REMOVE GEOTEXTILE TUBES

WITHIN RIGHT OF WAY

AND PATCH THE

GEOTEXTILE TUBES AT

THE RIGHT OF WAY ACCORDING

TO MANUFACTURER

SPECIFICATIONS

20'

CONSTRUCTION ACCESS

GEOTEXTILE STRUCTURE

TO BE REMOVED (TYP)

TREE TO BE REMOVED AS NECESSARY

FOR CONSTRUCTION ACCESS AND

PROPOSED GRADING (TYP)

WOODEN BOARDWALK AND BEACH

ACCESS STAIRS TO BE REMOVED

VEGETATION TO BE

REMOVED AS NECESSARY TO

ACHIEVE PROPOSED GRADES

(TYP)

SIGNS TO BE REMOVED

& REINSTALLED AS NECESSARY

FOR CONSTRUCTION ACCESS

CONCRETE WALKWAY

TO BE REMOVED

PRESERVE EXISTING

WATER VALVE

EXISTING GUY WIRE

(TO REMAIN)

CUT CONCRETE

D E

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D ra ft e r:

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C h e c ke d B y:

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D a te D ra w n

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Scale in feet

20100

LEGEND:

EXISTING

PROPERTY LIMITS

PROPOSED

CONCRETE SIDEWALK TO BE REMOVED

WOODEN BOARDWALK AND BEACH ACCESS STAIRS TO BE REMOVED

GEOTEXTILE STRUCTURE / SANDBAGS TO BE REMOVED

VEGETATION TO BE REMOVED AS NECESSARY TO ACHIEVE PROPOSED GRADES

TREES TO BE REMOVED AS NECESSARY FOR CONSTRUCTION ACCESS

CONSTRUCTION ACCESS

SIGN TO BE REMOVED AND REINSTALLED AS NECESSARY FOR CONSTRUCTION ACCESS

NOTE:

1. CONTRACTOR TO LIMIT REMOVAL OF VEGETATION TO BE AS

MINIMAL AS PRACTICABLE.

2. CONTRACTOR TO PRESERVE TREES WHERE PRACTICABLE

WHILE MAINTAINING PROPOSED GRADES.

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REC 5/8" IRON ROD & CAP LB#3019

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FOUND 1/2" IRON PIPE NO ID.

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1 STORY CONC BLDG RES #4021

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1 STORY WOOD BLDG RES #4025

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FLOODZONE "AE"

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FLOODZONE "X"

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VEGETATION LINE

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SANDBAGS

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VEGETATION LINE

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1' BRICK WALL

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2.5' SEAWALL TOP EL:9.99'

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1.0' BROKEN CON CWALL

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VINYL DECK

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VINYL DECK

AutoCAD SHX Text 2' C&G

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ASPHALT PAVEMENT

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FOUND 5/8" IRON ROD NO ID

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ASPH

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MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

AutoCAD SHX Text 1.2

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SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

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RECOVERED NAIL&DISK N:1744102.236 E:669640.762

AutoCAD SHX Text 5.85

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AutoCAD SHX Text THAT PART OF HERON ST LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

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2.5' SEAWALL TOP EL:17.98'

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0.9'

57.8'

20.1'

PROPOSED BEACH ACCESS STAIRS

PROPOSED

WOODEN SPLIT

RAIL FENCE (TYP)

(INSTALLED BY THE COUNTY)

AREAS DISTURBED AND/OR DENUDED

BY CONSTRUCTION ACTIVITIES TO BE

PLANTED WITH SEA OATS

PROPOSED

REINSTALLED

SIGNS

PROPOSED CONCRETE

SHEETPILE SEAWALL WITH

CONCRETE CAP

PROPOSED CONCRETE PLUG

WITH CHEMICAL GROUT

121.2'

PROPOSED CONCRETE WALKWAY

10.6'

PROPOSED

CONCRETE WALKWAY

PROPOSED

RELOCATED &

REINSTALLED

SIGN

5.9'

MATCH EXISTING

WATER VALVE

TOP ELEVATION

PROPOSED

CONCRETE

CURB RAMP

PROPOSED

LANDING

PROPOSED

CONCRETE

WALKWAY

PROPOSED

LANDINGPROPOSED

LANDING

' 5'5'

EXISTING GUY

WIRE TO REMAIN

27.9'

PROPOSED CONCRETE WALKWAY

PROPOSED

TIE-ROD (TYP)

PROPOSED

DEADMAN (TYP)

PROPOSED

HELICAL ANCHOR (TYP)

PROPOSED

ALUMINUM

GUIDERAIL

(TYP)

PROPOSED

LANDING

PROPOSED

LANDING

80' GUIDERAIL BOTH SIDES OF WALKWAY

88.4599

80.7608

0+00 1+00

2+00

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)

DEPARTMENT OF NATURAL RESOURCES

COASTAL CONSTRUCTION CONTROL LINE

AS RECORDED IN M.B. 30, PG. 20 OF

THE PUBLIC RECORDS OF VOLUSIA COUNTY,

FLORIDA.

S62° 52' 37"W

195.05'

TO CCCL

S62° 5 2' 37"W

194.45'

TO CCCL

MEAN HIGH-WATER-LINE EL:1.20'

FIELD LOCATED:09-04-2024 0

S62° 5 2' 37"W

186.85'

TO CCCL

S62° 5 2' 37"W

185.88'

TO CCCL

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CCCL LOCATION MAP

LEGEND:

EXISTING PROPOSED

PROPERTY LIMITS CONCRETE SHEETPILE SEAWALL WITH CONCRETE CAP

DEADMAN WITH TIE-ROD

HELICAL ANCHOR

LANDING AND BEACH ACCESS STAIRS

NATIVE DUNE PLANTING SEA OATS (UNIOLA PANICULATA)

CONCRETE WALKWAY

GUIDERAIL WITH HANDRAIL

SIGN RELOCATION

WOODEN SPLIT RAIL FENCE (INSTALLED BY THE COUNTY)

CONCRETE PLUG

CONCRETE CURB RAMP

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FOUND 1/2" IRON PIPE NO ID.

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1 STORY CONC BLDG RES #4021

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1 STORY WOOD BLDG RES #4025

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FLOODZONE "AE"

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FLOODZONE "X"

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VEGETATION LINE

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SANDBAGS

AutoCAD SHX Text R/W

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VEGETATION LINE

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1' BRICK WALL

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2.5' SEAWALL TOP EL:9.99'

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1.0' BROKEN CON CWALL

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VINYL DECK

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VINYL DECK

AutoCAD SHX Text 2' C&G

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ASPHALT PAVEMENT

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FOUND 5/8" IRON ROD NO ID

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ASPH

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MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

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SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

AutoCAD SHX Text

RECOVERED NAIL&DISK N:1744102.236 E:669640.762

AutoCAD SHX Text 5.85

AutoCAD SHX Text

AutoCAD SHX Text THAT PART OF HERON ST LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

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2.5' SEAWALL TOP EL:17.98'

AutoCAD SHX Text

NORTH

0+00 1+00

2+00

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)

17.8' M.E.

13.00'

2.88'

PROPOSED CONCRETE WALKWAY

PROPOSED BEACH ACCESS STAIRS

PROPOSED CONCRETE

SHEETPILE SEAWALL

WITH CONCRETE CAP

0.88'

19.00' M.E.

19.50' M.E.

19.00' M.E.

17.8' M.E.

18.39' M.E.

PROPOSED CONCRETE PLUG

WITH CHEMICAL GROUT

ADA RAMP

19.00' M.E.

19.00' M.E. 17.00'

17.00' M.E.

13.00'

CAP EL. 19.00' CAP

EL. 13.00'

CAP EL. 16.07'

CAP EL. 14.26'

18.00' M.E.

15.70'

13.00'

PROPOSED

LANDING

14.48'

13.00'13.72'

13.72'

12.50%

13.00'

CAP

EL. 13.00'

13.00'

14.00'

15.59'15.66'18.25'

13.09' 13.00'

13.09'

ADA RAMP

18.16'

PROPOSED

LANDING

18.20' 18.20'

18.10' 18.10'

18.62'18.37'

18.37'

18.70'

18.80'

18.88' 18.25'

18.00'

17.00'

18.00'18.00' 19.00'

17.00'

18.00'

17.00'

16.00'

15.00' 15.00'

18.00' M.E.

18.16'

2% CROSS

SLOPE MAX

2% CROSS

SLOPE MAX

PROPOSED

CONCRETE

CURB RAMP

EXISTING GUY

WIRE TO REMAIN

MATCH EXISTING

WATER VALVE

TOP ELEVATION

PROPOSED WOODEN SPLIT

RAIL FENCE (TYP)

(INSTALLED BY THE COUNTY)

13.25'

20.00' M.E.

17.50'

18.00'

PROPOSED

GUIDERAIL

WITH HANDRAIL

(TYP)

PROPOSED

SHALLOW

SWALE (TYP)

PROPOSED LANDING

E L E

V A

F E

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A V

PROFILE

DISTANCE IN FEET

-20

-10

0+00 1+00 2+00

9.99' NORTH ADJACENT CAP

8.9' 50 YR FDEP STORM TIDE

1.8' DESIGN SCOUR

10' FEMA 100 BFE

18.65'

13.00'

2.88'

PROPOSED BEACH ACCESS STAIRSPROPOSED

CONCRETE WALKWAY

73.08'

EXISTING GRADE

13.09'

PROPOSED FILL

EL. -12.0' TIP OF SEAWALL

PROPOSED EXTENT OF

SOUTH RETURN WALL

WEST EAST

1.5%

18.25'

15.66' 15.59'

PROPOSED CONCRETE WALKWAY

18.16' 19.00'

PROPOSED

CONCRETE LANDING

1.4% SLOPE

PROPOSED

CONCRETE RAMP

30.01'

8.3% SLOPE

PROPOSED

CONCRETE LANDING

1.4% SLOPE

PROPOSED

CONCRETE RAMP

29.98'

8.3% SLOPE

PROPOSED

CONCRETE LANDING

18.14 18.15

PROPOSED

CONCRETE LANDING

5.89'

18.83' 1.7%1.7%1.8%

PROPOSED

CONCRETE ADA RAMP G

R A

G P

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C5.0

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R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

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Scale in feet

20100

LEGEND:

EXISTING

PROPOSED

PROPERTY LIMITS

ELEVATIONS

CONCRETE SHEETPILE

SEAWALL WITH CONCRETE CAP

LANDING AND BEACH

ACCESS STAIRS

CONCRETE WALKWAY

SIGN RELOCATION

WOODEN SPLIT RAIL FENCE

(INSTALLED BY THE COUNTY)

GUIDERAIL WITH HANDRAIL

GRADE ELEVATION

MATCH EXISTING GRADE

ELEVATION

CONCRETE PLUG

CONCRETE CURB RAMP

SLOPE ARROW

SHALLOW SWALE

17.2' M.E.

16.37'

CUT & FILL TABLE

CUT CUYD FILL CUYD NET CUYD

116 203 87(FILL)

NOTE:

1. ALL FILL MATERIAL SHALL MEET THE MINIMUM REQUIREMENTS OF

SUBSECTION 62B-33.005(7), F.A.C. SEE THE TECHNICAL SPECIFICATIONS

FOR BEACH FILL COMPATIBILITY REQUIREMENTS. CONTRACTOR SHALL

PROVIDE SAMPLE OF THE PROPOSED BEACH FILL TO ENGINEER AND

COUNTY FOR ACCEPTANCE.

2. CONTRACTOR TO MAKE MINOR ADJUSTMENTS TO PROPOSED GRADES

GRADES AS NECESSARY TO PRESERVE TRESS AND MATCH PROPOSED

DRAINAGE PATTERN.

AutoCAD SHX Text

REC 5/8" IRON ROD & CAP LB#3019

AutoCAD SHX Text

FOUND 1/2" IRON PIPE NO ID.

AutoCAD SHX Text

1 STORY CONC BLDG RES #4021

AutoCAD SHX Text

1 STORY WOOD BLDG RES #4025

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FLOODZONE "AE"

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FLOODZONE "X"

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VEGETATION LINE

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SANDBAGS

AutoCAD SHX Text R/W

AutoCAD SHX Text

VEGETATION LINE

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1' BRICK WALL

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2.5' SEAWALL TOP EL:9.99'

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1.0' BROKEN CON CWALL

AutoCAD SHX Text

VINYL DECK

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VINYL DECK

AutoCAD SHX Text 2' C&G

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ASPHALT PAVEMENT

AutoCAD SHX Text

FOUND 5/8" IRON ROD NO ID

AutoCAD SHX Text

ASPH

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MEAN HIGH-WATER-LINE EL:1.20' FIELD LOCATED:09-04-2024

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SEASONAL HIGH-WATER-LINE EL:5.85' FIELD LOCATED:09-04-2024

AutoCAD SHX Text

RECOVERED NAIL&DISK N:1744102.236 E:669640.762

AutoCAD SHX Text 5.85

AutoCAD SHX Text

AutoCAD SHX Text THAT PART OF HERON ST LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

AutoCAD SHX Text

2.5' SEAWALL TOP EL:17.98'

AutoCAD SHX Text

NORTH

x 13.00

V A

F E

E T N

A V

DISTANCE IN FEET

0+34

-20

-10

0 10 20 30 40 500-10-20-30-40-50

EXISTING

GRADE

R.O.W.

LIMITS

R.O.W.

LIMITS

PROPOSED

CONCRETE

WALKWAY

18.58' 18.66'

PROPOSED

GRADE

19.50' 18.00'

NORTH SOUTH

PROPOSED

SWALE (TYP)

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

1+00

-20

-10

0 10 20 30 40 500-10-20-30-40-50

EXISTING

GRADE

PROPOSED

CONCRETE

WALKWAY

R.O.W.

LIMITS

R.O.W.

LIMITS

17.05'17.05' 19.00'18.39'

PROPOSED

GRADE

NORTH SOUTH

PROPOSED

SWALE (TYP)

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

0+75

-20

-10

0 10 20 30 40 500-10-20-30-40-50

EXISTING

GRADE

PROPOSED

CONCRETE

WALKWAY

R.O.W.

LIMITS

R.O.W.

LIMITS

18.37'18.36'

PROPOSED

GRADE

19.00' 19.00'

NORTH SOUTH

PROPOSED

SWALE (TYP)

17.00'

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

0+55

-20

-10

0 10 20 30 40 500-10-20-30-40-50

R.O.W.

LIMITS

R.O.W.

LIMITS

PROPOSED

CONCRETE

WALKWAY

18.68' 19.00'19.00'

PROPOSED

GRADE

EXISTING

GRADE

NORTH SOUTH

PROPOSED

SWALE (TYP)

C5.1

H E

R O

N S

T R

E E

T P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

A th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H G

R A

G C

R O

S S

-S E

C T

V A

F E

E T N

A V

DISTANCE IN FEET

1+57

-20

-10

0 10 20 30 40 500-10-20-30-40-50

EXISTING

GRADE

EXISTING

CONCRETE

SEAWALL

EL. 10.08' (NAVD)

PROPOSED SEAWALL

R.O.W.

LIMITS

PROPOSED

FILL

13.00'

NORTH SOUTH

PROPOSED SEAWALL

TIP EL. -12' (NAVD88) TIP EL. -12' (NAVD88)

13.01'

PROPOSED

CONCRETE

WALKWAY

13.01'

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

1+48

-20

-10

0 10 20 30 40 500-10-20-30-40-50

EXISTING

GRADE

EXISTING

CONCRETE

SEAWALL

EL. 12.78' (NAVD)

PROPOSED SEAWALL

R.O.W.

LIMITS

R.O.W.

LIMITS

PROPOSED

FILL

13.18' 13.21'

NORTH SOUTH

TIP EL. -11.84' (NAVD88)TIP EL. -11.84' (NAVD88)

13.42'

PROPOSED

CONCRETE

WALKWAY

13.42'

PROPOSED SEAWALL

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

1+37

-20

-10

0 10 20 30 40 500-10-20-30-40-50

EXISTING

GRADE

EXISTING

CONCRETE

SEAWALL

EL. 17.98' (NAVD)

PROPOSED SEAWALL

R.O.W.

LIMITS

R.O.W.

LIMITS

PROPOSED

FILL

14.55'

NORTH SOUTH

TIP EL. -10.45' (NAVD88)

14.28'

PROPOSED

CONCRETE

WALKWAY

14.28' 15.70'

PROPOSED

SWALE (TYP)

14.48'

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

1+25

-20

-10

0 10 20 30 40 500-10-20-30-40-50

PROPOSED SEAWALL

EXISTING

GRADEEXISTING

CONCRETE

SEAWALL

EL. 15.43' (NAVD)

R.O.W.

LIMITS

R.O.W.

LIMITS

PROPOSED

CONCRETE

WALKWAY

NORTH SOUTH

16.07'

PROPOSED

GRADE

TIP EL. -8.93' (NAVD88)

APPROXIMATE

EXISTING GRADE

PER COASTAL

TECH DATED

10-14-2024

EXISTING

VINYL DECK18.00'

17.00' 15.32' 15.32'15.00'

C5.2

H E

R O

N S

T R

E E

T P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

A th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H G

R A

G C

R O

S S

-S E

C T

TOP OF CAP = +13.0' EL (NAVD88)

6.25

DESIGN WATER TABLE

ELEVATION +10.0' EL (NAVD88)

DESIGN BERM ELEVATION

+1.8' EL (NAVD88)

WEST EAST

PROPOSED 1.5" DIA.

SS ANCHOR ROD

PROPOSED CONCRETE

SHEET PILE SEAWALL

PROPOSED

CONCRETE

DEADMAN

4"X4"X5

8" SS ANCHOR PLATE

WITH TWO NUTS (TYP.)

9 - #6

GFRP

BARS

#5 GFRP STIRRUPS @ 9" O.C.

PROPOSED

FILTER

CLOTH (TYP)

3" MIN.

COVER 24"

22'

10"

3" MIN.

COVER

12"

24"

6"6"

12"

3" MIN.

COVER

24"

3" MIN.

COVER

3" Ø HOLE

W/PVC SLEEVE

6"X6"X5

8" SS PLATE

W/NUT & WASHER

TOP OF DEADMAN

EL. +10.5' NAVD

1-1/2" SS

TIE ROD

#5 @5.9" O.C.

3" MIN

COVER

3" MIN

COVER

3" MIN

COVER

3" MIN

COVER

#5 @5.9" O.C.

10"3" MIN

COVER

PROPOSED

CONCRETE

SEAWALL

#6 GFRP BARS #5 GFRP BARS

STIRRUP @ 9" O.C.

(TYP)

PROPOSED

CONCRETE CAP

PROPOSED CAP EL. +13.00

NORTHSOUTH

EXISTING CAP

+10' EL (NAVD88)

24"

PROPOSED

CONCRETE

PLUG

PROPOSED

CHEMICAL

GROUT

EL +2.0' NAVD

EL -6.0' NAVD

13 PRESTRESSED CONCRETE SHEETPILES (TYP.)

EL -12.0' NAVD

APPROXIMATE EXISTING

GRADE +4.0' NAVD PER

FIELD VISIT OCT 2024

PROPOSED

CORNER

PILE

PROPOSED

CORNER

PILE

PROPOSED

CAP EL. +13'

PROPOSED

CAP EL. +19'

EXISTING

GRADE

PROPOSED

CONCRETE

CORNER

PILE

EASTWEST

EL -12' NAVD

EL -6' NAVD

PROPOSED

GRADE

47.37' 8.50' 2'

0.31' (TYP) 2.00' (TYP)

(T Y

(TYP)

22 PRESTRESSED CONCRETE SHEETPILES (TYP.)

TOP OF CAP = VARIES EL (NAVD88)

NORTH SOUTH

4"X4"X5

8" SS ANCHOR

PLATE WITH TWO NUTS

(TYP.)

9 - #6

GFRP BARS

PROPOSED CONCRETE

SHEET PILE SEAWALL

#5 GFRP STIRRUPS

@ 9" O.C.

TURNBUCKLE

TIE-ROD

PROPOSED

FILTER

CLOTH (TYP)

12"

24"

6"6"

12"

3" MIN.

COVER

3" MIN.

COVER

24"

3" MIN.

COVER

3" MIN.

COVER

24"24"

33'

TOP OF CAP = VARIES EL (NAVD88)

NORTH SOUTH

CHANCE HELICAL ANCHOR

(18.35 KIP HORIZ. DESIGN CAP.,

36.7 KIP HORIZ. ULTIMATE CAP.)

4"X4"X5

8" SS ANCHOR PLATE

WITH TWO NUTS (TYP.)

9 - #6

GFRP BARS

PROPOSED CONCRETE

SHEET PILE SEAWALL

#5 GFRP STIRRUPS @ 9" O.C.

CHANCE THREADED

STUD ADAPTER

PROPOSED

FILTER

CLOTH (TYP)

12"

24"

6"6" 12"

3" MIN.

COVER

3" MIN.

COVER

24"

3" MIN.

COVER

3" MIN.

COVER

COAT TIE ROD

W/ (2) 8 MIL LAYERS

COAL TAR EPOXY

PROPOSED

CAP EL. +13'

EXISTING

GRADE PROPOSED

CORNER

CONCRETE

PILE

EASTWEST

PROPOSED

CAP EL. +14.26'

EL -12' NAVD

EL -10.74' NAVD

PROPOSED

GRADE

9.91' 2'

(TYP)

Y P

(TYP)

0.31' (TYP)

8.50'

7 PRESTRESSED

CONCRETE

SHEETPILES (TYP.)

PROPOSED

CONCRETE

SEAWALL

#6 GFRP BARS

PROPOSED

CONCRETE

CAP

#5 GFRP BARS

STIRRUP @ 9" O.C.

(TYP)

#6 GFRP

BENT BARS

D E

T A

E A

W A

L L

D E

A D

M A

C6.0

SEAWALL WITH DEADMAN SECTION DETAIL

CONCRETE DEADMAN - TYPICAL DETAIL

TYPICAL REBAR CONFIGURATION DETAIL

SEAWALL ELEVATION DETAIL

H E

R O

N S

T R

E E

T P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

A th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

SOUTH RETURN WALL ELEVATION DETAIL

NORTH & SOUTH RETURN WALLS SECTION DETAIL

SOUTH RETURN WALL SECTION DETAIL

NORTH RETURN WALL ELEVATION DETAILTYPICAL CORNER REBAR

CONFIGURATION DETAIL

45°

PROPOSED TIE-ROD (TYP)

PROPOSED

CONCRETE

DEADMAN (TYP)

PROPOSED CONCRETE SHEET PILE

SEAWALL WITH CONCRETE CAP

PROPOSED CHANCE HELICAL ANCHORS

18.4 KIPS HORIZ. ALLOWABLE CAPACITY

36.8 KIPS HORIZ. ULTIMATE CAPACITY (TYP)

EXISTING

SEAWALL

PROPOSED

COLD JOINT

(TYP)

N25° 36' 11"W 58'

22 PRESTRESSED CONCRETE SHEET PILES

S64° 22' 18"W2.00'

22'

° 2

' 1

R E

S T R

E S

S E

D C

O N

C R

E T E

S H

E E

T P

P R

E C

A S

T C

O N

C R

E T E

C O

R N

E R

E S

5' O.C.

(TYP)

O .C

Y P

5' O.C.

(TYP)

3.5'

S64° 22' 20"W 20.08'

7 PRESTRESSED CONCRETE SHEET PILES

CORNER PILE

C O

N C

R E

T E

S E

A W

A L L A

N D

D E

A D

M A

N L

A Y

O U

C6.1

H E

R O

N S

T R

E E

T P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

A th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

2 ~ Bars A

Bar S6 Bar S7

STARTER PILE

C B

TYPICAL PILE

A B

BAR BENDING DIAGRAMS

BAR A

2-PIECE

BAR S

1-PIECE

SECTION A-A SECTION B-B SECTION C-C

2 ~ Bars A

Bar S6 Bar S7

STARTER PILE

C B

TYPICAL PILE

A B

BAR BENDING DIAGRAMS

BAR A

2-PIECE

BAR S

1-PIECE

SECTION A-A SECTION B-B SECTION C-C

TYPE "A" PRESTRESSED CONCRETE SHEET PILE WALL (CONVENTIONAL)

11"

(TYP)

(T Y

L= 24.0 FT

X = 0 FT

10"

(TYP)

2 ~ Bars A

Slope only on the tongue side

Prestressed Strands

Bars S2

Pick-up Strand(S)

3 4

3 14" Spacing for Bars S

6 sp. @ 4"Spaced at 1'-0" Maximum6 sp. @ 4"4 12"

Bars S1

Bar S5

Bar S4

11"

(TYP)

(T Y

24.0 FT

0 FT

10"

(TYP)

Prestressed Strands

Bars S3

Bars S2

Pick-up Strand(S)

3 4

3 14" Spacing for Bars S

6 sp. @ 4"Spaced at 1'-0" Maximum6 sp. @ 4"4 12"

Varies

1' - 0"

45°

(M in

L a p

6" 6"

4" (Typ.)

A A

See Detail "D" 12"

C o ve r

Bars A

Bars S1

3" Cover (Typ.)

s p

E a c h S id e

(S tr a n d s) s p

E a c h S id e

(S tr a n d s)

See Detail "E" 12"

C o ve r

Bars S2

C o ve r

3" Cover (Typ.)

s p

E a c h S id e

(S tr a n d s)

C o ve r

12"

Bars A

Bars S3

3" Cover (Typ.)

C o ve r

Bars A

4 316" 3 58" 4 316"

2 58"

4" 4" 4"

3" 2"

NOTES:

1. INTERMEDIATE PRESTRESS STRANDS NOT SHOWN IN ELEVATIONS AND SECTIONS.

2. ALL BAR DIMENSIONS ARE OUT-TO-OUT.

3. BARS A ARE #5 AND BARS S ARE #4.

4. AT THE CONTRACTOR'S OPTION BARS S MAY BE FABRICATED AS A TWO PIECE BAR

AS SHOWN IN THE BAR BENDING DIAGRAM.

5. THE CONTRACTOR MAY USE DEFORMED WELDED WIRE REINFORCEMENT MEETING

THE REQUIREMENTS OF SPECIFICATION SECTION 931 IN LIEU OF BARS A AND BARS

S IF THE WIRE SIZE AND SPACING PROVIDE THE SAME AREA OF REINFORCING

STEEL PER FOOT AS THE BARS SHOWN.

S1 S2 S3 S4 S5 S6 S7

1'-11 34" 1'-9 12" 2'-2"

1'-6 34" 1'-10 34"

11" 1'-7 14"

DIMENSION A

T Y

P E

R E

S T R

E S

S E

D C

O N

C R

E T E

S H

E E

T P

W A

L L C

O N

V E

N T

N A

C6.2

H E

R O

N S

T R

E E

T P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

A th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

PRECAST CONCRETE SHEET PILE CORNER PILE (CFRP/GFRP)

Note: All Bar dimensions are out-to-out.

A5A4A3A2

** This Bar A4 (not shown in elevation) is included only if T = 12".

* This Bar A4 shall be 1'-2" shorter than other A4 bars for T = 12".

For 12" Pile

Bars A3

Bar A6 Bars A2** Bar A4

Bar A5

* Bar A4

3" Cover S2

See Section C-C

Fo r 1

2" P ile

Bars S1

Bar A6

Bars A3 2" (Typ.)

** Bar A4 Bar A5

* Bar A4 Bars A1

See Section C-C

Pick-up Strand(s)

Spacing for Bars S

Bars A3Bars A5

Bar A4 Bars A12 ~ Bars A2

This A4 bar ends here if T=12"

Bars S5 Bars S4

Fo r 1

2" P ile

Bars S3 D C B

D C B A

SECTION D-D (T=12")

END VIEW

SECTION A-A SECTION B-B

BAR BENDING DIAGRAMS

BARS A

ELEVATION

(TYPE "C1" PILE SHOWN, TYPE "C2" PILE OPPOSITE HAND)

STIRRUPS S

(3 - Piece)

STIRRUPS S

(2 - Piece)

Bars A2

Bar A4

Bar A5

Bar A4 Bars A3

Bar A6

Bar S5 Bar S4

Bar S3

Bar S2

Fo r 1

2" P ile

Bars S2

Bar A4

Bars A2

Bar A5

Bars A3

Bar A6

** Bar A4

For 12" Pile

SECTION C-C (T=12")

℄ SEAWALL

L=24.0 FT

1' - 4"

(TYP) 10 58" 2' - 2" X=0 FT

1' - 9"

3" (Typ.)

10" (Typ.)

4" 6 sp. @ 4" Spaced @ 1' - 0" Maximum 6 sp. @ 4"

3 14"

Bars S1Bars S2

T 2

(T yp

3" Cover

1' - 9"

R2 R3

" 1' - 2" Varies

1' - 0"

45° (Bars A2 only)

90° 12

BAR MARKT (in.) R1 R2 R3θ

8 14"

7 12"

6 3 4"

4 3 4"

6 14"

5 12"

4 3 4"

6 3 4"

STIRRUP DIMENSIONS

Z (in.)

Y (in.)

T (in.) 12

4 316"

SHEET PILE DIMENSIONS

Y 3 58" Y

2" 2 58" 1

-3

6" 1-3"

2 14"

1 2

NOTES:

1. ALL BAR DIMENSIONS ARE OUT-TO-OUT.

2. BARS A ARE GFRP #8 AND BARS S ARE GFRP #4.

3. THIS DRAWING INCLUDES INFORMATION FOR PRECAST CORNER PILES FOR 12" THICK SHEET

PILE SYSTEMS .

4. IF TYPE "C1" OR "C2" PILE IS USED AS A STARTER PILE SHOW TONGUE ON BOTH SIDES OF PILE

FROM DIM. X DOWN. SHOW DIMENSIONS FOR BARS S2, S3, S4 & S5 IN SHOP DRAWINGS.

5. AT THE CONTRACTOR'S OPTION BARS S MAY BE FABRICATED AS A 2 PIECE OR 3 PIECE BAR

WITH A MINIMUM LAP LENGTH OF 8", AS SHOWN IN BAR BENDING DIAGRAMS, OR AS A SINGLE

CLOSED BAR (HOOP) WHEN APPROVED BY THE ENGINEER.

6. IF TONGUE MUST BE ON OPPOSITE SIDE (GROOVE SIDE) FROM THAT SHOWN, ALL DIMENSIONS

AND REINFORCEMENT SHALL FOLLOW THE CORRESPONDING TONGUE OR GROOVE SIDE.

P R

E C

A S

T C

O N

C R

E T E

S H

E E

T P

C O

R N

E R

E C

F R

P /G

F R

C6.3

H E

R O

N S

T R

E E

T P

O S

T H

U R

A N

E N

L E

R E

P A

V O

L U

C O

U N

T Y

L O

A th

S tr e e t, V e ro

B e a c h F

-8

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

C O

A S

N M

E N

T A

E N

E E

G A

N D

P L A

N N

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

E N

S E

N U

M B

E R

C O

A S

T A

L T

℄ POST

HANDRAIL

℄ POST

HANDRAIL

RAILINGS ON GRADES STEEPER THAN 5% TO 8.33%

ELEVATION

(SHOWING INSIDE FACE OF RAILING)

POST SPACING

(TYP.)

6'-0" (MAX.) ~ EQUAL PANELS1'-6"

(TYP.)

MIN.

1'-6"

MIN.

1'-6"

30'-0" MAX. FOR SLOPES > 6.25%40'-0" MAX. FOR SLOPES ≤ 6.25%

RAMP

3' -6

6'-0" MIN.

BOTTOM LANDING

5'-0" MIN.

INTERMEDIATE LANDING

30'-0" MAX. FOR SLOPES > 6.25%40'-0" MAX. FOR SLOPES ≤ 6.25%

RAMP

5'-0" MIN.

TOP LANDING

2' -6

GRADE2'

-1

2' -1

RAMP REQUIREMENTS

MAX. LANDING SLOPE = 2%

MAX. LANDING CROSS-SLOPE = 2%

LANDING REQUIREMENTS

FOR SLOPES GREATER THAN 5%:

MAX. RAMP SLOPE = 8.33%

MAX. RAMP CROSS-SLOPE = 2.0%

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X6 RAIL

2X8 RAIL

6X6

POST

6X6

POST

CONCRETE

CAP

SEE "TYPICAL RAILING DETAILS"

FOR POST & RAIL DETAILS

HANDRAIL (TYP.)

ADDITIONAL EDGE PROTECTION (TYP.)

(SEE NOTE 1)

TOP OF

SIDEWALK

SEE PLANS FOR

CONTINUATION OR

TERMINATION LIMITS

OF RAILING

4" (TYP.)

SECTION OF GUARDRAIL TO MEET

REQUIREMENTS OF FBC SECTION 1012.10

6" STANDARD,

2" FOR RAMPS

REQUIRING HANDRAILS

℄ GUIDERAIL & ANCHOR BOLTS

6" SIDEWALK WITH

THICKENED EDGE

OPTIONAL 4~BOLT

ANCHORAGE

(SHOWN DASHED)

3' -6

45°

SLOPE 2% MAX. (AWAY

FROM DROP-OFF)

6" (M

9"VARIES

(3' MIN. REQUIRED FOR

STABILITY OF RAILING)

O R

C H

O R

ADDITIONAL EDGE

PROTECTION

(SEE NOTE 1)

4" (M

℄ Bolt Holes

℄ Guiderail

℄ Guiderail & ℄ Bolt Holes

16" Ø Holes (Max.) for

16" Anchorage Bolts with

Flat Washers (Typ.)

16" Ø (Max.) Holes for

4" Anchor Bolts with

Flat Washers (TYP.)

Post

4"23

4"23 4"11

3" 3"

TYPICAL BASE PLATE DETAIL

(2~Bolt Anchorage)

4"23

4"23 4"11

21 4"

4" 21 4"

2" ⅊ Base Plate

TYPICAL BASE PLATE DETAIL

(4~Bolt Anchorage)

C6.4

H E

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TYPICAL RAILING SECTION

TYPICAL RAILING ELEVATION

TYPICAL CONCRETE WALKWAY

AutoCAD SHX Text 6'

AutoCAD SHX Text

2% MAX.

AutoCAD SHX Text 2%

AutoCAD SHX Text

FILL

AutoCAD SHX Text

CUT

AutoCAD SHX Text

3:1 MAX. SLOPES

AutoCAD SHX Text

OFF ROADWAY

1 CONCRETE: 6", 3000 PSI FIBER REINFORCED. LIGHT BROOM CONCRETE: 6", 3000 PSI FIBER REINFORCED. LIGHT BROOM FINISH, CURED WITH A WHITE CURING COMPOUND AS PER FDOT STANDARD SPECIFICATION SECTION 925-2.1. 2 SUBGRADE: 6", COMPACTED TO A MINIMUM OF 98% MAX. SUBGRADE: 6", COMPACTED TO A MINIMUM OF 98% MAX. DENSITY - AASHTO T-180 le va tio n F e e t-

N A

V D

6" MIN.

5.5" RISE

11 34" RUN

5.5" RISE

11 34" RUN

2X6 DECKING (TYP.)

PROPOSED CONCRETE CAP

+12' EL (NAVD88)

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X8

RAIL

2X6 RAIL

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X8 RAIL

8" SS BOLT

W/NUT &

WASHER (TYP)

2" SS BOLT

W/NUT &

WASHER

(TYP)

2X6

TOE KICK (TYP)

2X6 DECKING

(TYP)

2X12

STRINGERS

PROPOSED CONCRETE CAP

+13' EL (NAVD88)

6X6

POST

(TYP)

6X6 POSTS SHALL HAVE A MINIMUM

EMBEDMENT OF 8' BELOW

EXISTING GRADE OR TO

ELEVATION 0.0' NAVD

WHICHEVER IS LOWER (TYP)

2X12

PILE CAP

(TYP)

1 12" Ø GRASPABLE HANDRAIL FASTENED

PER MANUFACTURING SPECIFICATIONS

(TYP)

HANDRAIL TO RETURN

TO GUARDRAIL PER

FBC REQUIREMENT

6X6

BLOCK

(TYP)

2" SS BOLT

W/NUT &

WASHER (TYP)

2X8

CROSS-BRACE

(TYP)

2X8

CROSS-BRACE

(TYP)

2X8

CROSS-BRACE

(TYP)

2X6 RAIL

2X6 DECKING (TYP.)

2" SS BOLT

W/NUT &

WASHER (TYP)

2X10 STRINGERS (TYP.)

PROPOSED +2.88' EL (NAVD88)

6.0' (TYP.)

6' (TYP.)

5 12"

1 12"

11 34"

5 12"

21.56'

12" MINIMUM

12"

38" Max.

34" Min.

42"

10.12'

3.10'

6.5'

6X6

POST

2X12

STRINGERS

2X12

PILE CAP

2X12

STRINGERS

2X12

STRINGERS

2X12

STRINGERS

2X12

STRINGERS

2X12

PILE CAP

2X12

PILE CAP

2X12

PILE CAP

2X12

PILE CAP

2X12

PILE CAP

2X12

PILE CAP

6X6

POST

6X6

POST

6X6

POST

6X6

POST

6X6

POST

6X6

POST

6X6

POST6X6

POST

6X6

POST

LTS18SS SIMPSON STRONG

TIE SS TWIST STRAP (TYP)

6X6

POST

6X6

POST

2X12

PILE

CAP (TYP.)

21.56'

STAIRS

LANDING

1.5'

(TYP)

1.5'

(TYP)

1.5'

(TYP)

1.5'

(TYP)

1.3'

1 34" 1 34"

1 12" Ø GRASPABLE HANDRAIL FASTENED

PER MANUFACTURING SPECIFICATIONS

(TYP)

LTS18SS SIMPSON STRONG

TIE SS TWIST STRAP (TYP)

6X6 POST (TYP)

2X12

PILE CAP

(TYP)

2" SS BOLT

W/NUT &

WASHER (TYP)

8" SS BOLT

W/NUT &

WASHER (TYP)

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X6 RAIL (TYP)

2X8 RAIL (TYP)

2X6

DECKING

(TYP)

2X12

STRINGERS

(TYP)

USE TWIST

STRAP AT

JOINT

LOCATIONS

AND BOLTS

ELSEWHERE

8" SS BOLT

W/NUT &

WASHER (TYP)

Top of Handrail 34" Min. to 38" Max.

42"

1.5' 1.5' 1.5' 1.5'

C6.5

BEACH ACCESS - WEST ELEVATION

BEACH ACCESS STAIRS & LANDING - FRAMING PLAN BEACH ACCESS STAIRS - SECTION

BEACH ACCESS STAIRS - DETAIL

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N o te s:

D ra ft e r:

A Q

C h e c ke d B y:

P W

P ro je c t N o

D a te D ra w n

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A R

L E

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H A

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E S

S S

T A

TURTLE BARRIER - DETAIL

NOTE:

1. THE TURTLE BARRIER IS REQUIRED WHERE A GAP BETWEEN THE

EXISTING BEACH GRADE AND DUNE OVERWALK EXISTS THAT IS

LESS THAN 5 FT MEASURED HORIZONTALLY OR 3 FT

MEASURED VERTICALLY, TO REDUCE THE GAP, AS REQUIRED BY

THE FDEP PERMIT, THE CONTRACTOR SHALL INSTALL 2X10S

HORIZONTALLY BETWEEN THE TWO ADJACENT POSTS SPACED

AT 1 FT OR LESS.

18" O.C. (Typ)

Approximate Existing Grade

Established Roots

18" O.C.

(Typ)

18" O.C.

(Typ)

18" O.C.

(Typ)

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C7.0

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File details come from the government source that posted it. Updated Jan 22, 2026.