Drawings_MALLARD.pdf

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

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Mallard Street Post-Hurricane Nicole Repairs - Design Drawings Summary

This is a comprehensive set of construction drawings for the Mallard Street Post-Hurricane Nicole Repairs project in Volusia County, Florida, prepared by Coastal Tech and dated August 25, 2025. The project encompasses demolition of damaged coastal infrastructure and construction of replacement improvements at the eastern end of Mallard Street in Wilbur by the Sea, located at coordinates N 1744736.3135' E 669464.8957'. The scope of work includes removal of existing wooden boardwalks, beach access stairs, concrete sidewalks, trap bags, signs, and vegetation as necessary, followed by construction of a concrete sheet-pile seawall with concrete cap, sand backfill, concrete walkways, beach access stairs with landings, aluminum pipe guiderails, native dune plantings, and site restoration. The project site is located within the Mallard Street right-of-way adjacent to South Atlantic Avenue with limited staging areas available and restricted access requiring all construction work to be conducted from the uplands without driving on the beach. The design specifications reference compliance with Florida Administrative Code 62-B-33.0051 and incorporate detailed technical requirements for concrete classifications, marine-grade stainless steel hardware, and native plant survival standards.

The design drawings include eleven sheets covering existing conditions, erosion control, demolition plans, site plans, grading and drainage cross-sections, and detailed specifications for seawall and deadman construction using Type "A" prestressed concrete sheet piles with GFRP reinforcement. The seawall extends approximately 200 feet along the coastline with a concrete cap elevation of 13.0 feet NAVD88 and sheet pile tips extending to elevation -14.0 feet NAVD88. Dune plantings are specified with a schedule of 90 percent seagrape and 10 percent sea oats and dune sunflower at specified spacing. The project incorporates a concrete plug with chemical grout at existing seawall joints, proposed tie-rods with deadmen for structural support, and beach access stairs constructed with pressure-treated lumber and composite decking materials. All work must comply with authorizations from the Florida Department of Environmental Protection and applicable building permits, with a pre-construction meeting required to verify construction access locations, design details, and methods prior to work commencement.

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Other files

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

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TEAL STREET

HERON STREET

PROJECT SITE

N 1744736.3135' E 669464.8957'

LAT N029° 07' 59.59"

LONG W080° 57' 30.06"

S ATLANTIC AVE,

PORT ORANGE, FLORIDA 32127

MARCELLE AVENUE

R-124

T-123

C O

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MALLARD 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

LAND SURVEYOR

SLIGER & ASSOCIATES, INC.

3921 NOVA ROAD

PORT ORANGE, FL 32127

PHONE: (386) 761-5385

C1.0

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STAGING AREA MAP

AVAILABLE

STAGING AREA

AVAILABLE

STAGING AREA / ACCESS

MALLARD STREET

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PROJECT SITE

GENERAL NOTES

1. THE OWNER IS VOLUSIA COUNTY (COUNTY)

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

REQUIRED FOR:

a. DEMOLITION AND REMOVAL OF EXISTING DAMAGED INFRASTRUCTURE -

INCLUDING:

· WOODEN BOARDWALK AND BEACH ACCESS STAIRS,

· PORTION OF CONCRETE SIDEWALK,

· TRAP BAGS (SAND BAGS) WITHIN COUNTY R.O.W., AND

· SIGNS, TREES, AND VEGETATION AS NECESSARY 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 SHALL BE PERFORMED WITHIN THE MALLARD 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#24-0903 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.

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

PAVING, GRADING, AND DRAINAGE

CROSS-SECTIONS

C5.2

PAVING, GRADING, AND DRAINAGE

CROSS-SECTIONS

C6.0 DETAILS - SEAWALL & DEADMAN

C6.1 CONCRETE SEAWALL AND DEADMAN LAYOUT

C6.2

TYPE "A" PRESTRESSED CONCRETE SHEET PILE

(CONVENTIONAL)

C6.3 DETAILS - PIPE GUIDERAIL (ALUMINUM)

C6.4 DETAILS - EASTERN BEACH ACCESS STAIRS

C7.0 DETAILS - MISCELLANEOUS

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NORTH

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PROFILE B

0+00.00 17.21'

0+15.76 18.26'

0+32.43 16.99'

0+49.10 15.71'

0+58.62 15.88'

0+73.17 15.01'

0+93.51 15.05'

1+20.89 12.85'

1+35.78 9.42'

1+67.03 6.10'

1+85.78 5.09'

2+05.82 3.71'

2+28.54 2.56'

2+58.14 1.26'

3+00.75 -0.01'

0+00.00 17.20'

0+13.06 17.58'

0+33.05 18.24'

0+50.15 16.88'

0+71.35 16.93'

0+86.67 15.61'

1+03.17 14.06'

1+21.23 11.96'

1+38.62 8.87'

1+67.89 6.09'

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

-5'

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15'

20'

-5'

5'

15'

20'

PROFILE A

1+87.16 5.03'

2+07.09 3.63'

2+36.44 2.22'

2+61.89 1.14'

3+04.99 -0.08'

0'

10'

PROFILE A PROFILE APROFILE APROFILE APROFILE APROFILE APROFILE A

PROFILE APROFILE APROFILE APROFILE APROFILE APROFILE 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 B PROFILE B PROFILE B

10'

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Scale in feet

40200

LEGEND:

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ABBREVIATIONS:

NOTES

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

SLIGER & ASSOCIATES, INC. - JOB#24-0898 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.

AutoCAD SHX Text N24°32'44"W 339.87'

AutoCAD SHX Text 79-78-A38

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ADDRESS #4000

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MALLARD STREET

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PEDESTRIAN BEACH APPROACH

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FOUND 1/2" IRC #6073

AutoCAD SHX Text FOUND 4x4 CM NO ID.

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FOUND 3/4" IRON PIPE NO ID.

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FOUND NAIL NO ID.

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RES #3947

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

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VEGETATION LINE

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VEGETATION LINE

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PVC SHEET PILING RETAINING WALL

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2' SEAWALL TOP EL:11.93'

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6' WOODEN WALKWAY W/ HANDRAIL

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STORM INLET TOP EL: 16.78' SW INV EL:11.87'(15" RCP)

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0.7' CONC WALL TOP EL:20.51'

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SAND BAGS

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SAND BAGS

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CONCRETE

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ASPHALT PAVEMENT

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ATLANTIC OCEAN

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SOUTH ATLANTIC AVENUE

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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FLOODZONE "AE"

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FLOODZONE "X"

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RES #4001 2 STORY CONCRETE BLDG

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RES #3949 2 STORY CONCRETE BLDG

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FOUND NAIL NO ID.

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FOUND 5/8" IRC LB #6883

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6' CONC WALK

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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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SEE PROFILE A

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SEE PROFILE B

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RECOVERED NAIL&DISK N:1744239.923 E:669500.007

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FOUND 4"X4" CONCRETE MONUMENT U.S. C.&G.S. 79-78-A38 N:1744642.566 E:669313.442

AutoCAD SHX Text S24°51'38"E

AutoCAD SHX Text 443.77'

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0.7' CONC WALL TOP EL:19.03'

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2' SEAWALL TOP EL:11.93'

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2' SEAWALL TOP EL:12.48'

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2' SEAWALL TOP EL:12.35'

AutoCAD SHX Text 84.3270

AutoCAD SHX Text S27°07'22"E 1042.73'

AutoCAD SHX Text 79.9551

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TR

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WV

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NORTH

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GAS VALVE

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GUY ANCHOR

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FH

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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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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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GA

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SITE BENCHMARK

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WATER METER

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WM

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CO

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MAIL BOX

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CLEAN OUT

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TV

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EM

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GM

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SANITARY SEWER MANHOLE

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STORM DRAIN MANHOLE

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LIGHT POLE

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LP

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GTMH

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GREASE TRAP MANHOLE

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YARD LIGHT

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YL

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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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-ST-

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ER

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SIGNAL MAST ARM

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-SS-

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SANITARY PIPE

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TSB

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METAL SUPPORT POLE

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BOLLARD

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-RW-

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REUSE WATERLINE

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SR

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FLAGPOLE

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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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TYPICAL

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(NR)

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ECP

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ILLEGIBLE

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PAGE

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OFFICIAL RECORDS BOOK

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PLATTED DIMENSION

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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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MH

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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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EL

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CV

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IV

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RV

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FH

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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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LP

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PP

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GA

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TSP

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DW

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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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CB

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CH

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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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CHORD DISTANCE

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DIP

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PVC

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CONC

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RES

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CO

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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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LB

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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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CM

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FND

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MW

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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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TC

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PRV

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PRESURE REDUCING VALVE

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ID

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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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WV

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WATER VALVE

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WM

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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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WF

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WOOD FENCE

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FF

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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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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

0+00 1+00 2+00

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST

ANNUAL TIDE

EL. 3.32' (NAVD88)EROSION CONTROL FENCE

AT LIMITS OF CONSTRUCTION

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LEGEND:

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PROPOSED

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VEGETATION LINE

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VEGETATION LINE

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PVC SHEET PILING RETAINING WALL

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2' SEAWALL TOP EL:11.93'

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STORM INLET TOP EL: 16.78' SW INV EL:11.87'(15" RCP)

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0.7' CONC WALL TOP EL:20.51'

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CONCRETE

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ASPHALT PAVEMENT

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SOUTH ATLANTIC AVENUE

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FLOODZONE "AE"

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FLOODZONE "X"

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RES #4001 2 STORY CONCRETE BLDG

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RES #3949 2 STORY CONCRETE BLDG

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FOUND NAIL NO ID.

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FOUND 5/8" IRC LB #6883

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6' CONC WALK

AutoCAD SHX Text 1.2

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0.7' CONC WALL TOP EL:19.03'

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2' SEAWALL TOP EL:11.93'

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2' SEAWALL TOP EL:12.48'

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2' SEAWALL TOP EL:12.35'

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FOUND 3/4" IRON PIPE NO ID.

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FOUND NAIL NO ID.

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.

AutoCAD SHX Text

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 1.57

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST

ANNUAL TIDE

EL. 3.32' (NAVD88)

20'

CONSTRUCTION ACCESS TRAP BAGS TO BE REMOVED.

SAND TO REMAIN ON SITE (TYP)

TREE TO BE REMOVED AS NECESSARY FOR CONSTRUCTION

ACCESS AND PROPOSED GRADING (TYP)

WOODEN BOARDWALK AND BEACH

ACCESS STAIRS TO BE REMOVED

SIGN TO BE REMOVED AND

REINSTALLED AS NEEDED

FOR CONSTRUCTION (TYP)

EXISTING CONCRETE SIDEWALK

TO BE PRESERVED OR REMOVED

BY THE CONTRACTOR

EXISTING CURB & GUTTER TO REMAIN

AND BE PRESERVED BY CONTRACTOR

EXISTING CONCRETE

SIDEWALK TO

BE REMOVED

D E

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LEGEND:

PROPOSED

WOODEN BOARDWALK AND BEACH ACCESS STAIRS TO BE REMOVED

CONCRETE SIDEWALK TO BE REMOVED

TRAP BAGS TO BE REMOVED

TREES TO BE REMOVED AS NECESSARY FOR CONSTRUCTION ACCESS

SIGN TO BE REMOVED AND REINSTALLED AS NECESSARY FOR CONSTRUCTION ACCESS

EXISTING

PROPERTY LIMITS

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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VEGETATION LINE

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VEGETATION LINE

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PVC SHEET PILING RETAINING WALL

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2' SEAWALL TOP EL:11.93'

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STORM INLET TOP EL: 16.78' SW INV EL:11.87'(15" RCP)

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0.7' CONC WALL TOP EL:20.51'

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CONCRETE

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ASPHALT PAVEMENT

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SOUTH ATLANTIC AVENUE

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FLOODZONE "AE"

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FLOODZONE "X"

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RES #4001 2 STORY CONCRETE BLDG

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RES #3949 2 STORY CONCRETE BLDG

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FOUND NAIL NO ID.

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FOUND 5/8" IRC LB #6883

AutoCAD SHX Text

6' CONC WALK

AutoCAD SHX Text 1.2

AutoCAD SHX Text 1.2

AutoCAD SHX Text 5.85

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0.7' CONC WALL TOP EL:19.03'

AutoCAD SHX Text

2' SEAWALL TOP EL:11.93'

AutoCAD SHX Text

2' SEAWALL TOP EL:12.48'

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2' SEAWALL TOP EL:12.35'

AutoCAD SHX Text 84.3270

AutoCAD SHX Text 79.9551

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FOUND 3/4" IRON PIPE NO ID.

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FOUND NAIL NO ID.

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.

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text 1.57

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST

ANNUAL TIDE

EL. 3.32' (NAVD88)

PROPOSED LANDING

PROPOSED CONCRETE SHEETPILE SEAWALL

WITH CONCRETE CAP

S62° 42' 46"W 202.56'

TO CCCL

S62° 52' 37"W 201.81'

TO CCCL

8'

.6

PROPOSED

WOODEN SPLIT

RAIL FENCE (TYP)

(INSTALLED BY THE COUNTY)

PROPOSED CONCRETE PLUG

WITH CHEMICAL GROUT

PROPOSED CONCRETE PLUG

WITH CHEMICAL GROUT

.7

.7

121.0'

PROPOSED CONCRETE WALKWAY

PROPOSED

PLANTING

(TYP)

AREAS DISTURBED AND/OR DENUDED BY CONSTRUCTION

ACTIVITIES TO BE PLANTED WITH SEA OATS

PROPOSED REINSTALLED SIGN (TYP)

PROPOSED BEACH ACCESS STAIRS

S63° 09' 57"W 193.04'

TO CCCL

S62° 52' 37"W 194.15'

TO CCCL

37.8'

PROPOSED CONCRETE WALKWAY

150°

6'

PROPOSED

TIE-ROD (TYP)

PROPOSED

DEADMAN (TYP)

PROPOSED

GUIDERAIL

WITH HANDRAIL

(TYP)

75' (NORTH SIDE) AND 76' (SOUTH SIDE)

PROPOSED GUIDERAIL WITH HANDRAIL

S

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Scale in feet

20100

LEGEND:

EXISTING PROPOSED

PROPERTY LIMITS CONCRETE SHEETPILE SEAWALL WITH CONCRETE CAP

DEADMAN WITH TIE-ROD

LANDING AND BEACH ACCESS STAIRS

NATIVE DUNE PLANTING AREA

CONCRETE WALKWAY

CONCRETE PLUG WITH CHEMICAL GROUT

SIGN RELOCATION

WOODEN SPLIT RAIL FENCE (INSTALLED BY THE COUNTY)

GUIDERAIL WITH HANDRAIL

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

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VEGETATION LINE

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VEGETATION LINE

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PVC SHEET PILING RETAINING WALL

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2' SEAWALL TOP EL:11.93'

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STORM INLET TOP EL: 16.78' SW INV EL:11.87'(15" RCP)

AutoCAD SHX Text

0.7' CONC WALL TOP EL:20.51'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text 2' C&G

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ASPHALT PAVEMENT

AutoCAD SHX Text R/W

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AutoCAD SHX Text R/W

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SOUTH ATLANTIC AVENUE

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FLOODZONE "AE"

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FLOODZONE "X"

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RES #4001 2 STORY CONCRETE BLDG

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RES #3949 2 STORY CONCRETE BLDG

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FOUND NAIL NO ID.

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FOUND 5/8" IRC LB #6883

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6' CONC WALK

AutoCAD SHX Text 1.2

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AutoCAD SHX Text 5.85

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0.7' CONC WALL TOP EL:19.03'

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2' SEAWALL TOP EL:11.93'

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2' SEAWALL TOP EL:12.48'

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2' SEAWALL TOP EL:12.35'

AutoCAD SHX Text 84.3270

AutoCAD SHX Text 79.9551

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TR

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WV

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FOUND 3/4" IRON PIPE NO ID.

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.

AutoCAD SHX Text

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 1.57

MEAN HIGH HIGH WATER

EL. 1.57' (NAVD88)

2024 HIGHEST

ANNUAL TIDE

EL. 3.32' (NAVD88)

17.20' M.E.

13.00'

13.00'

3.8'

1.4%

17.30' M.E.

17.30' M.E.

17.88'

18.49' M.E.

17.44' M.E.

17.88' M.E.

18.00' M.E.

17.84' M.E.

17.00' M.E.

20.10' M.E.

18.50' M.E.

20.10' M.E.

17.53' M.E.

13.00'

13.00'

15.64'

15.57' 13.07'18.14'18.21'

RAMP

8.33% MAX

PROPOSED CONCRETE WALKWAY

PROPOSED

LANDING

PROPOSED

LANDING

17.97'

15.20'17.00'

16.50 M.E.'

15.00'

17.86' 18.14'18.21'

13.00'

15.64' 15.57' 13.07'

18.40'

18.31'

17.30' M.E.

14.6'

17.90'

17.85 M.E.'

18.50'

18.10' 20.10' M.E.

18.41'

17.80'

17.80'

17.80' M.E.

17.00' M.E.

18.00' M.E.

17.30'

17.00' M.E.

15.60'

1.

5%

1.

5%

1.

5%

2%MAX 1.5% 1.4%

18.00' M.E.

16.50' 17.50'

PROPOSED

SHALLOW

SWALE (TYP)

12.48' M.E.

11.73'

11.93' M.E.

11.93' M.E.

11.43'

13.25'

13.25'

11.93'

PROPOSED

SHALLOW

SWALE (TYP)

PROPOSED

GUIDERAIL

WITH HANDRAIL

(TYP)

RAMP

8.33% MAX2%MAX

PROPOSED LANDING

PROPOSED CONCRETE SHEETPILE SEAWALL

WITH CONCRETE CAP

PROPOSED CONCRETE PLUG

WITH CHEMICAL GROUT

PROPOSED CONCRETE PLUG

WITH CHEMICAL GROUT

PROPOSED BEACH ACCESS STAIRS

PROPOSED WOODEN SPLIT

RAIL FENCE (TYP)

(INSTALLED BY THE COUNTY)

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

PROFILE

DISTANCE IN FEET

-20

-10

0+00 1+00 2+00 2+25

11.93' SOUTH ADJACENT CAP PER

SURVEY DATED 9/9/2024

8.9' 50 YR FDEP STORM TIDE

2.4' FDEP 100 YR SCOUR

1.8' DESIGN SCOUR

10' FEMA 100 BFE

12.35' NORTH ADJACENT

CAP PER SURVEY DATED 9/9/2024

18.34'

13.00' 13.0'

3.8'

13.07'

EL. -14' TIP OF SEAWALL

WEST EAST

15.57'15.64'

18.14' 18.21'

PROPOSED CONCRETE CAP

WITH CONCRETE SHEETPILE

PROPOSED BEACH ACCESS STAIRS

PROPOSED FILL

PROPOSED

TIE-ROD

PROPOSED

DEADMAN

PROPOSED

CONCRETE

WALKWAY

2% MAX2% MAX 17.91'

13.45'

8.33%

MAX

PROPOSED

CONCRETE LANDING

5'

1.4% SLOPE

PROPOSED

CONCRETE LANDING

5'

1.4% SLOPE

PROPOSED

CONCRETE LANDING

5'

1.4% SLOPE

127.8'

PROPOSED ANGLED SIDEWALK

NOT SHOWN ON PROFILE

- SEE PLAN VIEW

8.33%

MAX

C5.0

M A

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IN

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N D

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N N

IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

.0

D a te D ra w n

/2

/2

C H

A R

L E

S T

F

O N

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IN

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II

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T E

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IC

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N U

M B

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C O

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T A

L T

E C

H

SCALE IN FEET

20100

LEGEND:

EXISTING

PROPOSED

PROPERTY LIMITS

ELEVATIONS

LANDING AND BEACH ACCESS

STAIRS

NATIVE DUNE PLANTING AREA

CONCRETE WALKWAY

CONCRETE PLUG

SHALLOW SWALE

SIGN RELOCATION

WOODEN SPLIT RAIL FENCE

(INSTALLED BY THE COUNTY)

GUIDERAIL WITH HANDRAIL

GRADE

MATCH EXISTING GRADE17.2'

M.E.

16.37'

G R

A D

IN

G

P L A

N

CUT & FILL TABLE

CUT CUYD FILL CUYD NET CUYD

1 331 330(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 THAT PART OF MALLARD ST LYING EAST OF SR A1A WILBUR BY THE SEA PLAT 1 MB 15 PGS 124-125

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VEGETATION LINE

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VEGETATION LINE

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PVC SHEET PILING RETAINING WALL

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2' SEAWALL TOP EL:11.93'

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0.7' CONC WALL TOP EL:20.51'

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CONCRETE

AutoCAD SHX Text 2' C&G

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ASPHALT PAVEMENT

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SOUTH ATLANTIC AVENUE

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FLOODZONE "AE"

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FLOODZONE "X"

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RES #4001 2 STORY CONCRETE BLDG

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RES #3949 2 STORY CONCRETE BLDG

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FOUND NAIL NO ID.

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FOUND 5/8" IRC LB #6883

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6' CONC WALK

AutoCAD SHX Text 1.2

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AutoCAD SHX Text 5.85

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0.7' CONC WALL TOP EL:19.03'

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2' SEAWALL TOP EL:11.93'

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2' SEAWALL TOP EL:12.48'

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2' SEAWALL TOP EL:12.35'

AutoCAD SHX Text 84.3270

AutoCAD SHX Text 79.9551

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TR

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WV

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FOUND 3/4" IRON PIPE NO ID.

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.

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text 1.57

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NORTH

x 13.00

E

V A

T

IO

N

IN

F E

E T N

A V

D

DISTANCE IN FEET

0+35

-20

-10

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

DISTANCE IN FEET

SOUTH

18.49' 18.38'

18.10'

EXISTING

GRADE

R.O.W.

LIMITS

R.O.W.

LIMITS

PROPOSED

CONCRETE

WALKWAY

PROPOSED

SHALLOW

SWALE (TYP)

PROPOSED

SHALLOW

SWALE (TYP)

17.64'

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

DISTANCE IN FEET

0+60

-20

-10

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

NORTH SOUTH

PROPOSED

CONCRETE

WALKWAY

20.10'

EXISTING

GRADE

PROPOSED

GRADE

R.O.W.

LIMITS R.O.W.

LIMITS

18.00'18.22' 18.11'

PROPOSED

SHALLOW

SWALE (TYP)

17.30'

PROPOSED

SHALLOW

SWALE (TYP)

17.90'

PROPOSED

FILL

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

DISTANCE IN FEET

0+85

-20

-10

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

NORTH SOUTH

R.O.W.

LIMITS R.O.W.

LIMITS

20.10' 17.84'

18.11' 18.02'

EXISTING

GRADE

PROPOSED

GRADE

17.50'

PROPOSED

SHALLOW

SWALE (TYP)

17.00'

PROPOSED

SHALLOW

SWALE (TYP)

PROPOSED

CONCRETE

WALKWAY

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

DISTANCE IN FEET

1+10

-20

-10

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

NORTH SOUTH

APPROXIMATE

GRADE

R.O.W.

LIMITS R.O.W.

LIMITS

18.49'

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

CONCRETE

WALKWAY

17.27' 17.27'

17.53' 16.50' 16.50'

PROPOSED

SHALLOW

SWALE (TYP)

PROPOSED

SHALLOW

SWALE (TYP)

C5.1

M A

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S T R

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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

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IV

IL

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IN

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IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

.0

D a te D ra w n

/2

/2

C H

A R

L E

S T

F

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IN

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II

I, P

T E

F L O

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ID

A P

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L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H P

A V

IN

G

G

R A

D

IN

G A

N D

D R

A

IN

A G

E C

R O

S S

-S E

C T

IO

E

V A

T

IO

N

IN

F E

E T N

A V

D

DISTANCE IN FEET

1+35

-20

-10

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

NORTH SOUTH

APPROXIMATE

GRADE

R.O.W.

LIMITS

17.44'

15.57' 15.57'

R.O.W.

LIMITS

17.00'

PROPOSED

CONCRETE

WALKWAY

PROPOSED

GRADE

PROPOSED

SHALLOW

SWALE (TYP)

15.60'15.57'15.57'15.20'

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

DISTANCE IN FEET

1+60

-20

-10

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

NORTH SOUTH

EXISTING

CONCRETE

SEAWALL

EL. 11.93' (NAVD)

13.45' 13.45'

EXISTING

CONCRETE

SEAWALL

EL. 12.48' (NAVD)

11.93' 11.93'

R.O.W.

LIMITS

R.O.W.

LIMITS

PROPOSED

CONCRETE

WALKWAY

11.73' 11.43'

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

DISTANCE IN FEET

1+69

-20

-10

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

NORTH SOUTH

EXISTING

CONCRETE

SEAWALL

EL. 11.93' (NAVD)

EXISTING

CONCRETE

SEAWALL

EL. 12.48' (NAVD)

11.93'11.93' 13.00' 13.00'

PROPOSED

CONCRETE

WALKWAY

11.73' 11.43'

R.O.W.

LIMITS R.O.W.

LIMITS

C5.2

M A

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S tr e e t, V e ro

B e a c h F

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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

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

.0

D a te D ra w n

/2

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

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ID

A P

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L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H P

A V

IN

G

G

R A

D

IN

G A

N D

D R

A

IN

A G

E C

R O

S S

-S E

C T

IO

TOP OF CAP = +13.0' EL (NAVD88)

6.25PROPOSED 1.5" DIA.

SS ANCHOR ROD

4"X4"X5

8" SS ANCHOR PLATE

WITH TWO NUTS (TYP.)

PROPOSED CONCRETE

SHEET PILE SEAWALL

#5 GFRP STIRRUPS @ 9" O.C.

PROPOSED

CONCRETE

DEADMAN

12"

24"

6"6" 12"

3" MIN.

COVER

3" MIN.

COVER

24"

10"

3" MIN.

COVER

3" MIN.

COVER

23'

9 - #6

GFRP BARS

6"X6"X5

8" SS PLATE

W/NUT & WASHER

TOP OF DEADMAN

EL. +11.0' NAVD

1-1/2" SS

TIE ROD

#6 @5.9" O.C.

3" MIN

COVER

3" MIN

COVER

3" MIN

COVER

3" MIN

COVER

#6 @5.9" O.C.

10"

3" MIN

COVER

5'

5'

3" Ø HOLE

W/PVC SLEEVE

PROPOSED

CONCRETE

SEAWALL

#6 GFRP BARS #5 GFRP BARS

STIRRUP @ 9" O.C.

(TYP)

PROPOSED

CONCRETE CAP

PROPOSED CAP EL. +13.0'

NORTHSOUTH

EL -14.0' NAVD

EXISTING CAP

+11.93' EL (NAVD88)

EXISTING CAP

+12.35' EL (NAVD88)

24"

0.06'

PROPOSED

CONCRETE PLUG

PROPOSED

CONCRETE PLUG

EL +2.0' NAVD

EL -6.0' NAVD

PROPOSED

CHEMICAL GROUT

PROPOSED

CHEMICAL GROUT

APPROX. EXISTING GRADE EL. +4.02'

(NAVD88) AS MEASURED IN FIELD ON

10/14/2024 POST MILTON

D E

T A

IL

S

S

E A

W A

L L

D E

A D

M A

N

C6.0

SEAWALL SECTION DETAIL

CONCRETE DEADMAN - TYPICAL DETAIL

SEAWALL ELEVATION DETAIL

M A

L L A

R D

S T R

E E

T P

O S

T H

U R

R

IC

A N

E N

IC

O

L E

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P A

IR

S

V O

L U

S

IA

C O

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T Y

F

L O

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ID

A th

S tr e e t, V e ro

B e a c h F

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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

V

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O

N M

E N

T A

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C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

.0

D a te D ra w n

/2

/2

C H

A R

L E

S T

F

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IN

E

II

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T E

F L O

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ID

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L

IC

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M B

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C O

A S

T A

L T

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H

TYPICAL REBAR CONFIGURATION DETAIL

PROPOSED TIE-ROD (TYP)

PROPOSED

DEADMAN (TYP)

PROPOSED CONCRETE CAP

WITH CONCRETE SHEETPILE

N ° 2

' 1

"W

2'

23'

(TYP)

(T Y

P

EXISTING

SEAWALL

EXISTING

SEAWALL

(T Y

P

PROPOSED FILTER

FABRIC

5'

MIN.

5'

MIN.

C6.1

M A

L L A

R D

S T R

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T P

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T H

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IC

O

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P A

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S

V O

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IA

C O

U N

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F

L O

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ID

A th

S tr e e t, V e ro

B e a c h F

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-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

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

.0

D a te D ra w n

/2

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

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ID

A P

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L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H 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

T

2 ~ Bars A

2 ~ Bars A

Bar S6 Bar S7

STARTER PILE

BC

C B

TYPICAL PILE

A B

BA

BAR BENDING DIAGRAMS

BAR A

2-PIECE

BAR S

1-PIECE

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

2 ~ Bars A

2 ~ Bars A

Bar S6 Bar S7

STARTER PILE

BC

C B

TYPICAL PILE

A B

BA

BAR BENDING DIAGRAMS

BAR A

2-PIECE

BAR S

1-PIECE

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

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.

11"

(TYP)

(T Y

P

L= 26 FT

X = 0 FT

10"

(TYP)

2 ~ Bars A

Slope only on the tongue side

Prestressed Strands

Pick-up Strand(S)

3 4

7"

3 14" Spacing for Bars S

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

Bar S5

Bar S4

11"

(TYP)

(T Y

P

L = 26 FT

X = 0 FT

10"

(TYP)

Prestressed Strands

Pick-up Strand(S)

3 4

7"

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

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"

2 58"

2"

4" 4" 4"

2"

3" 2"

TYPE "A" PRESTRESSED CONCRETE SHEET PILE (CONVENTIONAL)

Bars S2

Bars S1

Bars S3

Bars S2

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

C6.2

M A

L L A

R D

S T R

E E

T P

O S

T H

U R

R

IC

A N

E N

IC

O

L E

R E

P A

IR

S

V O

L U

S

IA

C O

U N

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F

L O

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ID

A th

S tr e e t, V e ro

B e a c h F

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-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

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

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D a te D ra w n

/2

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

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C O

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T A

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H T Y

P E

A

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S T R

E S

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D C

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C R

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S H

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T P

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E

C

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N T

IO

N A

℄ POST

HANDRAIL

℄ POST

℄ 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

M

AX

2' -6

M

AX

GRADE2'

-1

0"

2' -1

0"

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.)

4" (TYP.)

SECTION OF GUARDRAIL TO MEET

REQUIREMENTS OF FBC SECTION 1012.10

6" STANDARD

℄ 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

IN

2"

9"VARIES

(3' MIN. REQUIRED FOR

STABILITY OF RAILING)

O R

BO

LT

ST

EE

L

AN

C H

O R

AG

E

9"

ADDITIONAL EDGE

PROTECTION

(SEE NOTE 1)

(2) #5 BARS

3" MIN. COVER

4" (M

IN

℄ 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

Post

4"23

4"23 4"11

4"

8"

3" 3"

6"

TYPICAL BASE PLATE DETAIL

(2~Bolt Anchorage)

4"23

4"23 4"11

4"

8"

21 4"

4"

4" 21 4"

6"

2" ⅊ Base Plate

2" ⅊ Base Plate

TYPICAL BASE PLATE DETAIL

(4~Bolt Anchorage)

C6.3

M A

L L A

R D

S T R

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T P

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A N

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IC

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P A

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S

V O

L U

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IA

C O

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F

L O

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ID

A th

S tr e e t, V e ro

B e a c h F

L

-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

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

.0

D a te D ra w n

/2

/2

C H

A R

L E

S T

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H D

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IL

S

P

IP

E

G U

ID

E

R A

IL

A

L U

M

IN

U M

TYPICAL RAILING ELEVATION

TYPICAL RAILING SECTION

NOTE:

1. CONTRACTOR TO ADD HORIZONTAL BAR

ALONG LIMITS OF GUIDERAIL TO COMPLY WITH

FBC 1012.10 EDGE PROTECTION.

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

6' (TYP.)

6' (TYP.)

SOUTH NORTH

ESTIMATED +4.02' EL (NAVD88)

PER SITE VISIT ON 10/14/2024

POST MILTON

EXISTING CAP

+12.35' EL (NAVD88)EXISTING CAP

+11.93' EL (NAVD88)

2X6 DECKING (TYP.)

PROPOSED CONCRETE CAP

+13.0' EL (NAVD88)

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X8

RAIL

2X6 RAIL

TREX SELECT

2X8 COMPOSITE

RAIL CAP (TYP)

2X6 RAIL

2X8 RAIL

8" SS BOLT

W/NUT &

WASHER (TYP)

2" SS BOLT

W/NUT &

WASHER

(TYP)

2X6

TOE KICK (TYP)

2X6 DECKING (TYP.)

2X6 DECKING

(TYP)

2X12

STRINGERS

(TYP)

6X6

POST

(TYP)

2X12

PILE CAP

(TYP)

LTS18SS SIMPSON STRONG

TIE SS TWIST STRAP (TYP)

2" SS BOLT

W/NUT &

WASHER (TYP)

2X10 STRINGERS (TYP.)

HANDRAIL TO RETURN

TO GUARDRAIL PER

FBC REQUIREMENT

2" SS BOLT

W/NUT &

WASHER (TYP)

6X6

BLOCK

(TYP)

2" SS BOLT

W/NUT &

WASHER (TYP)

2X8

CROSS-BRACE

(TYP)

2X8

CROSS-BRACE

(TYP)

2X8

CROSS-BRACE

(TYP)

PROPOSED +3.8' EL (NAVD88)

2X6

POST

(TYP)

5 12"

1 12"

11 34"

8"

5 12"

8"

19.60'

6'

12" MINIMUM

12"

12"

38" Max.

to

34" Min.

42"

42"

0.

5'

M

IN

9.20'

1 12" Ø GRASPABLE HANDRAIL FASTENED

PER MANUFACTURING SPECIFICATIONS

(TYP)

6X6 POSTS

SHALL HAVE A MINIMUM

EMBEDMENT OF 8' BELOW

EXISTING GRADE OR TO

ELEVATION 0.0' NAVD

WHICHEVER IS LOWER (TYP)

6' (TYP.)

7.1'

6X6

POST

2X10 STRINGERS (TYP.)

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

2X12

PILE

CAP (TYP.)

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

19.6'

STAIRS

6'

6'

8'

LANDING

1.5'

1.5'

(TYP)

1.5'

(TYP)

1.5'

(TYP)

1.5'

(TYP)

1.5'1.5'1.5'

0.52'

6X6

POST

6X6

POST 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 34" 1 34"

1.5' 1.5' 1.5' 1.5'

6'

≤3'

≤5' 2X10

(TYP)

≤1'

2 #10 2.5" S.S.

DECK SCREWS

(TYP.)

EXISTING

GRADE

≤1'

C6.4

BEACH ACCESS - NORTH ELEVATION

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

BEACH ACCESS STAIRS - DETAIL

M A

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S tr e e t, V e ro

B e a c h F

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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

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C

IV

IL

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G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

.0

D a te D ra w n

/2

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

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ID

A P

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L

IC

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M B

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C O

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E

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B E

A C

H A

C C

E S

S S

T A

IR

S

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.

TURTLE BARRIER - DETAIL

18" O.C. (Typ)

Approximate Existing Grade

Established Roots

18" O.C.

(Typ)

18" O.C.

(Typ)

18" O.C.

(Typ)

D E

T A

IL

S

M

IS

C

E L L A

N E

O U

S

C7.0

BARRIERS FOR FILL SLOPES

N.T.S.

TYPE III SILT FENCE

TYPE IV SILT FENCE

NOTES FOR SILT FENCES

SILT FENCE APPLICATIONS

N.T.S.

N.T.S.

EROSION CONTROL DETAILS

N.T.S.

M A

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P A

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F

L O

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ID

A th

S tr e e t, V e ro

B e a c h F

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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

V

IR

O

N M

E N

T A

L

C

IV

IL

E N

G

IN

E E

R

IN

G A

N D

P L A

N N

IN

G

SHEET

R e v.

D a te

N o te s:

D ra ft e r:

A Q

N

C h e c ke d B y:

M

P W

P ro je c t N o

.0

D a te D ra w n

/2

/2

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

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ID

A P

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N U

M B

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C O

A S

T A

L T

E C

H

TYPICAL PLANTING DETAILTYPICAL PLANTING DETAIL

TYPICAL PLANTING LAYOUT

PLANT TYPE

SEAGRAPE

REMAINING AREA TO BE:

SEA OATS

DUNE SUNFLOWER

PLANTING SCHEDULE

SCIENTIFIC NAME

COCCOLOBA UVIFERA

UNIOLA PANICULATA

HELIANTHUS DEBLIS

PERCENT

90%

10%

SPACING

10 FEET O.C.

18 INCH O.C.

18 INCH O.C.

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text To be used where the natural ground

AutoCAD SHX Text slopes toward the top of slope.

AutoCAD SHX Text

SECTION AA

AutoCAD SHX Text

ALONG FILL SLOPE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text To be used where the natural ground

AutoCAD SHX Text slopes away from the top of slope.

AutoCAD SHX Text

AT TOE OF SLOPE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

SECTION

AutoCAD SHX Text Watercourse

AutoCAD SHX Text ditches with intermittent flow

AutoCAD SHX Text Silt fence protection in

AutoCAD SHX Text Silt fence protection around ditch bottom inlets

Sheets and Views
1-COVER MALLARD - 1
2-EX COND MALLARD - 1
3-DEMOLITION MALLARD - 3.0
3-DEMOLITION MALLARD - 3.1
4-SP MALLARD - 1
5-PGD MALLARD - 5.0
5-PGD MALLARD - 5.1
5-PGD MALLARD - 5.2
6-PRECAST DET MALLARD - 6.0
6-PRECAST DET MALLARD - 6.1
6-PRECAST DET MALLARD - 6.2
6-PRECAST DET MALLARD - 6.3
6-PRECAST DET MALLARD - 6.4
7-DETS MISC MALLARD - 7.0

File details come from the government source that posted it. Updated .