Exhibit_D_-_Construction_Plans_26-B-128CW.pdf

PDF 5 MB Posted Sep 28, 2026

Attached to: Seaview Vehicular Beach Access Ramp Reconstruction Project
Solicitation number: 26-B-128CW
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Sep 30, 2026

This is a construction plans document for Volusia County Coastal Division in Florida, detailing the Seaview Avenue Vehicular Beach Access Ramp post-hurricane repairs project located at 1600 North Atlantic Avenue in Daytona Beach, Florida. The project addresses damage sustained during Hurricane Ian in 2022 and involves the removal of existing damaged infrastructure including a vehicular beach access ramp, concrete sidewalk, block retaining wall, sand bags, and debris, followed by construction of new improvements consisting of a slab-on-grade vehicular beach access ramp, concrete sidewalk, bulkhead at the ramp toe, and return wall along the south side of the ramp. The work includes composite sheet-pile seawall construction using EC 100.5 FRP sheet piles manufactured by Everlast Synthetic Products, LLC, with a concrete cap, reinforced concrete ramp with gravel stone bedding layer, 6-inch curbing, pedestrian sidewalk, curb ramps with detectable warnings, crosswalk striping, bollards, and a shower facility. The project site spans approximately 99.76 feet to the coastal construction control line, with the ramp extending 53 feet of reinforced concrete and 46.2 feet of unreinforced concrete. Cut and fill calculations show 394 cubic yards of cut material and 285 cubic yards of fill material, resulting in a net of 93 cubic yards of cut material.

The contractor is responsible for furnishing all labor, equipment, and materials required for demolition and removal activities, construction of proposed improvements, erosion and sedimentation control measures, utility coordination and protection, and as-built documentation certified by a Florida-licensed land surveyor. Work must conform to authorization obtained from the Florida Department of Environmental Protection and applicable building permits, with compliance required for all permit terms during performance. The contractor must maintain erosion and sediment control in accordance with state standards, complete stabilization measures within 7 days of construction cessation, and avoid storing equipment or materials on the beach. Geotechnical engineering investigation guidance must be followed, and soil testing is required to ensure proper compaction to 95 percent of modified Proctor maximum dry density. Pre-construction meetings with the engineer are mandatory to verify access locations, design details, and construction methods. All existing utilities must be verified prior to construction with immediate notification of discrepancies, and the contractor is liable for repairs of any damage to utility facilities at the contractor's expense.

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Other files

File	Type	Posted
Seaview_Vehicular_Beach_Access_Ramp_Reconstruction_Project_(Addendum_#1_Revision).pdf	PDF	Oct 7, 2026
Seaview_Vehicular_Beach_Access_Ramp_Reconstruction_Project.pdf	PDF	Sep 29, 2026
Z_Exhibit_E_-_Final_Design_Tech_Specs_-_26-B-128CW.pdf	PDF	Sep 29, 2026
Exhibit_H_-_Report_of_Geotechnical_Data_-_Seaview_Ave.pdf	PDF	Sep 29, 2026
Exhibit_I_-_FDEP_Permit_26-B-128CW.pdf	PDF	Sep 29, 2026
Exhibit_F_-_Sales_Tax_Exemption_Procedures.docx	DOCX document	Sep 29, 2026
Exhibit_G_-_Federal_Contract_Provisions.pdf	PDF	Sep 29, 2026
Exhibit_J_-_Payment_and_Performance_Bond_.pdf	PDF	Sep 29, 2026
Exhibit_A_-_Draft_Contract_26-B-128CW_Construction_Contract,_Non-FDOT_07242026_ADA.docx	DOCX document	Sep 28, 2026
Exhibit_C_-_26-B-128CW_Seaview_Beach_Access_Ramp_(Insurance_CS).pdf	PDF	Sep 28, 2026
Exhibit_B_-_PRIME-SUB_FORM_for_Contractors_26-B-128CW.xls	XLS spreadsheet	Sep 28, 2026

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PROJECT SITE

N 1788148.5292' E 649841.2256'

LAT N029° 15' 09.41"

LONG W081° 01' 11.43"

N ATLANTIC AVE

DAYTONA BEACH, FLORIDA 32118

HARTFORD AVENUE

EUCLID AVENUE

PELICAN AVENUE

SEAVIEW AVENUE

A -1

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NAUTILUS AVENUE

CONSTRUCTION ACCESS

& STAGING AREA

R-73

R-74

SEAVIEW AVENUE

VEHICULAR BEACH ACCESS RAMP - POST HURRICANE REPAIRS

FOR

VOLUSIA COUNTY, FLORIDA

LOCATION MAP

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

C�� COVER SHEET

C�� NOTES

C�� E;ISTIN* CONDITIONS

C�� DEMOLITION EROSION CONTROL PLAN

C�� SITE PLAN

C�� PAVIN*, *RADIN*, DRAINA*E PLAN

C�� CROSS-SECTIONS

C�� DETAILS - SHEET-PILE WALL

C�� DETAILS - MISCELLANEOUS

OWNER � APPLICANT

VOLUSIA COUNTY

COASTAL DIVISION

�� S� ATLANTIC AVENUE

DAYTONA BEACH, FL ��

PHONE� �� -��

*EOTECHNICAL EN*INEER

BECHTOL EN*INEERIN* AND TESTIN*

�� WEST NEW YOR. AVENUE, SUITE A

DELAND, FL ��

PHONE� �� -��

LAND SURVEYOR

SLI*ER ASSOCIATES, INC�

PROFESSIONAL LAND SURVEYORS

�� NOVA ROAD

PORT ORAN*E, FL ��

PHONE� �� -��

*ENERAL NOTES

�� THE WOR. CONSISTS OF FURNISHIN* ALL LABOR, E4UIPMENT,

AND MATERIAL RE4UIRED FOR

D� REMOVAL OF THE E;ISTIN* DAMA*ED VEHICULAR BEACH

ACCESS RAMP, CONCRETE SIDEWAL., A PORTION OF THE

E;ISTIN* DAMA*ED BLOC. RETAININ* WALL ALON*

SOUTHERN PROPERTY BOUNDARY, SAND BA*S WITHIN

PROPERTY LIMITS, AND E;POSED AND BURIED STORM

DEBRIS�

E� CONSTRUCTION OF A NEW SLAB ON *RADE VEHICULAR

BEACH ACCESS RAMP, CONCRETE SIDEWAL., BUL.HEAD AT

THE TOE OF THE RAMP, AND RETURN WALL ALON* THE

SOUTH SIDE OF THE RAMP�

�� THE OWNER IS VOLUSIA COUNTY �COUNTY��

�� ALL WOR. SHALL CONFORM TO THE AUTHORI=ATION OBTAINED

BY THE COUNTY FROM THE FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION �FDEP� AND THE BUILDIN* PERMIT

OBTAINED BY THE CONTRACTOR� THE CONTRACTOR WHO

PERFORMS THE WOR. SHALL POST ON THE -OB SITE THE FDEP

AUTHORI=ATION AND PLACARDS FOR ANY OTHER RE4UIRED

PERMITS� THE CONTRACTOR SHALL COMPLY WITH ALL TERMS OF

THE PERMITS AS PERTAININ* TO PERFORMANCE OF THE WOR.�

�� PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET

ON-SITE WITH THE EN*INEER OR THE EN*INEER

S DESI*NEE FOR A

PRE-CONSTRUCTION MEETIN* TO VERIFY CONSTRUCTION ACCESS

LOCATIONS, DESI*N DETAILS, AND METHODS OF CONSTRUCTION�

�� E;ISTIN* CONDITIONS AND E;ISTIN* DATA ARE FROM A SURVEY

BY SLI*ER ASSOCIATES, INC� TITLED �BOUNDARY

TOPO*RAPHIC SURVEY FOR COASTAL TECHNOLO*Y

CORPORATION� DATED DECEMBER ��, ��

�� AERIAL FROM FDOT AND DATED OCTOBER ��, ��

�� SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL DETAILS OF

THE WOR.�

�� THE DESI*N - REPRESENTED BY THESE DRAWIN*S AND THE

TECHNICAL SPECIFICATIONS - ARE IN SUBSTANTIAL COMPLIANCE

WITH F�A�C� ��B-��

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DEMOLITION NOTES

1. AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL EXCAVATE MATERIAL - INCLUDING DAMAGED

INFRASTRUCTURE AS REQUIRED TO INSTALL THE PROPOSED INFRASTRUCTURE.

2. THE CONTRACTOR MAY STOCKPILE EXCAVATED CLEAN SAND FILL MATERIAL WITHIN THE UPLAND STAGING AREA FOR SUBSEQUENT BACKFILL OF THE PROPOSED SEAWALL; DEBRIS MAY NOT BE USED AS BACKFILL MATERIAL.

3. THE CONTRACTOR SHALL OBTAIN AND SECURE ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES FOR PROPER DEMOLITION, REMOVAL, AND DISPOSAL OF EXISTING DAMAGED INFRASTRUCTURE .

4. THE CONTRACTOR SHALL ALSO ARRANGE FOR DISCONNECTION OF EXISTING UTILITIES WHETHER TEMPORARY OR

PERMANENT AS NEEDED FOR CONSTRUCTION.

5. THE CONTRACTOR SHALL FURNISH A COPY OF ALL NECESSARY PERMITS AND APPROVALS (OBTAINED BY THE

CONTRACTOR) TO THE ENGINEER PRIOR TO COMMENCING THE WORK.

6. THE CONTRACTOR SHALL CONDUCT SITE DEMOLITION ACTIVITIES SO AS TO AVOID AND MINIMIZE ANY

DISTURBANCE OR INTERFERENCE WITH EXISTING PUBLIC FACILITIES.

EROSION CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS AND ALL REPORTING AND MAINTENANCE REQUIREMENTS UNTIL SUCH TIME THE SITE IS FULLY STABILIZED AND THE PROJECT

INFRASTRUCTURE IS ACCEPTED BY THE OWNER.

2. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION ACTIVITIES “IN A MANNER THAT DOES NOT CAUSE OR

CONTRIBUTE TO VIOLATIONS OF STATE WATER QUALITY STANDARDS”.

3. THE CONTRACTOR SHALL (A) INSTALL PERFORMANCE-BASED EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES IMMEDIATELY PRIOR TO CONSTRUCTION, AND (B) MAINTAINED THESE MEASURES DURING AND AFTER CONSTRUCTION AS NEEDED, TO PREVENT ADVERSE IMPACTS TO THE WATER RESOURCES AND

ADJACENT LANDS.

4. PER SUBPARAGRAPH 62-330.050(9)(B)5., F.A.C., ALL WORK SHALL COMPLY WITH:

4.1. THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL (BY FDEP AND

FDOT) REVISED JULY 2013,

4.2. THE FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL (FDEP, NONPOINT SOURCE MANAGEMENT SECTION, TALLAHASSEE, FLORIDA, OCTOBER 2018).

5. STABILIZATION MEASURES SHALL BE INITIATED BY THE CONTRACTOR FOR EROSION AND SEDIMENT CONTROL ON

DISTURBED AREAS AND SHALL BE UNDERTAKEN BY THE CONTRACTOR AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR

PERMANENTLY CEASED.

6. THE CONTRACTOR SHALL NOT STORE CONSTRUCTION EQUIPMENT, DEBRIS, TRASH, OR ANY MATERIALS ON THE

BEACH.

7. THE CONTRACTOR SHALL CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER

METHODS AS NECESSARY.

8. NO WATER FROM DEWATERING ACTIVITIES SHALL LEAVE THE SITE UNLESS IN CONFORMANCE WITH A COUNTY

APPROVED DEWATERING PLAN.

9. ALL MEANS/METHODS/TECHNIQUES SHOWN ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS DEEMED NECESSARY TO PREVENT EROSION AND SILTATION.

EXISTING CONDITIONS & SURVEY NOTES

1. EXISTING SITE CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE BOUNDARY AND TOPOGRAPHIC

SURVEY BY SLIGER & ASSOCIATES, INC. - DATED DECEMBER 13, 2024.

2. 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.

3. 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.

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

5. EVIDENCE OF ABOVE GROUND UTILITIES WERE LOCATED AS PART OF THE SURVEY. NO UNDERGROUND UTILITIES

WERE LOCATED BY SLIGER AND ASSOCIATES, INC.

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

7. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF - FROM THE FACE OF CURB, UNLESS OTHERWISE

SHOWN.

SITE PLAN NOTES

1. ALL SIGNS SHALL COMPLY WITH THE U.S. DEPARTMENT OF TRANSPORTATION “MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD)”, LATEST EDITION.

2. ALL DIMENSIONS ARE FROM THE FACE OF CURB, UNLESS OTHERWISE NOTED.

3. PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF THE LATEST FDOT “STANDARD PLANS FOR ROAD

CONSTRUCTION” SPECIFICATIONS.

SEAWALL NOTES

1. THE CONTRACTOR SHALL CONSTRUCT THE COMPOSITE SHEET-PILE SEAWALL CONSISTENT WITH THE MANUFACTURERS RECOMMENDATIONS AND AS SHOWN ON THESE DRAWINGS USING EC 100.5 FRP SHEET PILES MANUFACTURED BY EVERLAST SYNTHETIC PRODUCTS, LLC. OR NEAR EQUIVALENT APPROVED BY THE ENGINEER AND COUNTY. PRIOR TO FABRICATION OF SHEET-PILE, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF

ALL PILES FOR ACCEPTANCE BY THE ENGINEER.

2. THE CONTRACTOR MAY DRIVE OR JET THE PILES TO THEIR FULL EMBEDMENT LENGTH, AS SHOWN ON THE DRAWINGS. IN THE EVENT THE CONTRACTOR ENCOUNTERS ROCK DURING PILE PLACEMENT OR DRIVING, THE CONTRACTOR MUST EXCAVATE TO REMOVE ROCK ABOVE THE EMBEDMENT ELEVATION AS MAY BE ACCEPTED BY

THE ENGINEER.

3. IT IS EXPECTED THAT FULL PENETRATION MAY BE ACHIEVED VIA USE OF A VIBRATORY HAMMER AND/OR WATER/AIR JETTING, PRE-PUNCHING, OR REMOVAL OF ROCK VIA USE OF AN AUGER. PILES SHALL BE INSTALLED TO ACHIEVE DESIGN PENETRATION WITHOUT DAMAGING THE PILES OR ADJACENT BUILDINGS OR STRUCTURES BY TRANSFERENCE OF HAMMER LOADS THROUGH SUBSURFACE MATERIALS TO THE FOUNDATIONS OF ADJACENT BUILDINGS AND STRUCTURES. PILES SHALL ACHIEVE THEIR FULL PENETRATION UNLESS SPECIFICALLY OTHERWISE ACCEPTED BY THE ENGINEER. SHEET PILES MAY NOT BE CUT WITHOUT PRIOR ACCEPTANCE OF THE ENGINEER; THE CONTRACTOR SHALL RECORD ALL SHEETS CUT INCLUDING THE LENGTH OF THE CUT AND THE TIP

ELEVATION OF THE SHEET.

4. CONCRETE CAP: THE CONTRACTOR SHALL FORM AND POUR THE CONCRETE CAP AS SHOWN ON THESE DRAWINGS. THE CAP SHALL BE FORMED IN STRAIGHT SEGMENTS AS INDICATED ON THESE DRAWINGS - AS

ACCEPTED BY THE ENGINEER.

5. CONCRETE PLUGS & CHEMICAL GROUT: AS SHOWN ON THESE DRAWINGS AND DESCRIBED IN THE TECHNICAL SPECIFICATIONS, THE CONTRACTOR SHALL (A) FORM AND POUR CONCRETE PLUGS BETWEEN THE NEW SHEET-PILES AND THE ADJACENT WALLS, AND (B) INJECT CHEMICAL GROUT TO ENHANCE SUBSURFACE SOIL

STABILITY.

PAVING, GRADING, & DRAINAGE NOTES

1. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM 1988.

2. THE CONTRACTOR SHALL ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE THAT IS AFFECTED BY

SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON THESE DRAWINGS OR NOT.

3. A GEOTECHNICAL ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED, OF WHICH COPIES ARE AVAILABLE THROUGH THE OWNER OR ENGINEER. CONTRACTOR SHALL FOLLOW THE GUIDANCE OF THE

REFERENCED GEOTECHNICAL ENGINEERING INVESTIGATION REPORT.

4. A GEOTECHNICAL ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO PROVIDE ON-SITE INSPECTIONS DURING EXCAVATION/FILL OPERATIONS AND TESTING OF THE COMPACTED FILL SO THAT PROPER

DOCUMENTATION OF THE REQUIRED COMPACTING CRITERIA CAN BE PROVIDED.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SOIL TESTING TO ENSURE SUFFICIENT SOIL DENSITIES, AS

DIRECTED BY THE GEOTECHNICAL INVESTIGATION REPORT.

6. PROPOSED SPOT ELEVATIONS ARE FOR FINISHED PAVEMENT AND/OR GROUND SURFACES.

7. THE CONTRACTOR SHALL WRAP THE 12" #57 GRAVEL STONE LAYER IN FDOT D-3 NON-WOVEN GEOTEXTILE FABRIC BENEATH THE PROPOSED RAMP SUBGRADE WITH A MINIMUM 4FT OVERLAP IN FABRIC. SEE DETAIL ON SHEET C6.1.

UTILITY - GENERAL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IF ANY

DISCREPANCIES ARE FOUND WITH THESE DRAWINGS.

2. WATER AND SANITARY SEWER SERVICE AT THE PROJECT SITE IS PROVIDED BY CITY OF DAYTONA BEACH.

3. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES PRIOR TO ANY RELOCATIONS OR DISTURBANCES.

4. THE CONTRACTOR SHALL COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY COMPANY REGARDING

RELOCATION OF UNDER GROUND OR ABOVE GROUND FACILITIES.

5. ALL UTILITY MATERIALS AND PRODUCTS MUST COMPLY WITH ASTM STANDARDS AND LOCAL UTILITY

SPECIFICATIONS.

6. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWN ON THE DRAWINGS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY

LOCATIONS.

7. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY OF DAYTONA

BEACH SERVICES DEPARTMENT (386-671-8815), THE COUNTY, AND THE ENGINEER.

8. THE CONTRACTOR SHALL NOTIFY THE CITY AND ENGINEER AT LEAST 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION INCLUDING CONNECTIONS TO THE EXISTING SYSTEM, NEW CONSTRUCTION, AND ANY

REQUIRED TESTING.

9. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ANY PROPOSED UTILITIES TO BE ACCEPTED BY THE

ENGINEER AND CITY PRIOR TO CONSTRUCTION.

10. THE CONTRACTOR SHALL SUPPORT AND PROTECT EXISTING UTILITIES ON THE PROJECT SITE AGAINST DAMAGE

DURING CONSTRUCTION.

11. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO ANY UTILITY FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY OF DAYTONA BEACH, THE CITY MAY PERFORM REQUIRED REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE

CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR BY THE CITY.

12. THE CONTRACTOR SHALL ADJUST ALL EXISTING CITY FACILITIES IN CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS OR STORM WATER IMPROVEMENTS. CITY FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE

VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS.

13. THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE FOR ANY PRE-APPROVED

INTERRUPTIONS OF SERVICE WITH THE CITY 7 WORKING DAYS IN ADVANCE.

14. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO THE CITY AND ENGINEER FOR ACCEPTANCE

PRIOR TO IMPLEMENTATION BY CONTRACTOR.

15. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL WATER AND SEWER VALVES, SANITARY SEWER MANHOLES, AND OTHER MECHANISMS THROUGHOUT CONSTRUCTION.

16. THE CONTRACTOR SHALL PERFORM LOCATE OF ALL UTILITIES WITHIN THE PROJECT SITE AND CONTACT THE

ENGINEER AND UTILITY DEPARTMENT IF ANY CONFLICTS ARE ENCOUNTERED.

17. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORD DRAWINGS SIGNED AND SEALED BY A FLORIDA LICENSED

PROFESSIONAL LAND SURVEYOR.

GENERAL NOTES

1. IN GENERAL,ITEMS SHOWN AS BOLD LINEWORK REPRESENT PROPOSED FEATURES TO BE CONSTRUCTED AS

PART OF THESE DRAWINGS. UNLESS NOTED OTHERWISE. SHADED LINEWORK TYPICALLY REPRESENTS

EXISTING FEATURES OR ITEMS SHOWN FOR INFORMATION ONLY, UNLESS OTHERWISE NOTED.

2. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. SHOULD THE BE A DISCREPANCY BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, SUCH AS RIGHT OF WAY PERMIT(S), EXCAVATION/ FILL PERMIT(S), FIRE PROTECTION PERMIT(S), UNDERGROUND UTILITY PERMIT(S), AND ANY OTHER PERMITS REQUIRED TO CONSTRUCT THE PROJECT, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA OF ALL APPLICABLE AGENCIES, SCHEDULING OF

INSPECTIONS, AND OBTAINING REQUIRED INSPECTIONS FROM AGENCY.

4. SURVEY MONUMENTS OR BENCHMARKS WHICH HAVE TO BE DISTURBED SHALL BE REPLACED BY THE

CONTRACTOR VIA A LICENSED LAND SURVEYOR IN THE STATE OF FLORIDA.

5. SITE WORK SHALL COMPLY WITH THE LATEST FLORIDA BUILDING CODE AND ACCESSIBILITY CODE.

6. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH

COMPLETE AS-BUILT DRAWINGS, CERTIFIED BY A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA. THE AS-BUILT DRAWINGS SHALL INCLUDE, AT A MINIMUM: TOP OF PIPE & INVERT ELEVATIONS AND HORIZONTAL LOCATIONS OF ALL WATER, SANITARY SEWER, AND RECLAIM WATER UTILITIES INSTALLED;

PAVEMENT GRADE BREAK LOCATIONS AND SUFFICIENT ELEVATIONS OF FINISHED GRADE SURFACES WHICH ALLOW THE ENGINEER TO DETERMINE COMPLIANCE WITH THE DESIGN PLANS; TOP & INVERT ELEVATIONS OF

STORMWATER PIPES, STORMWATER STRUCTURES, POND GRADES, AND SWALES.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY DURING CONSTRUCTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING THE SITE TO PRE-EXISTING CONDITIONS OR BETTER. ALL

EXISTING ASPHALT, CURBING, VEGETATION, AND OTHER EXISTING INFRASTRUCTURE DAMAGED DURING

CONSTRUCTION SHALL BE REPLACED AS ACCEPTED BY THE ENGINEER AND COUNTY.

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T E

O T E

D R

A F

T E

A Q

C H

E C

K E

D B

M P

P R

C T N

D A

T E

D R

A W

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

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C O

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LEGEND:

S D

ABBREVIATIONS:

Scale in feet

20100

R E

V P

E R

F D

E P

C O

M M

E N

T S

-0

AutoCAD SHX Text

ATLANTIC AVENUE (STATE ROAD A-1-A) (80' R/W)

AutoCAD SHX Text

SEAVIEW AVENUE BEACH RAMP

AutoCAD SHX Text

AutoCAD SHX Text 55.41'(P)

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text S21°24'45"E 66.05'(P)

AutoCAD SHX Text N21°23'34"W 62.00'(C) 66.05'(P)

AutoCAD SHX Text N66°35'43"W 9.22'(M)

AutoCAD SHX Text

ZERO CONTOUR LINE (NAVD 1988) AS FIELD LOCATED 12/13/2024

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

BLOCK 3

AutoCAD SHX Text

2 STORY RESIDENCE

AutoCAD SHX Text

COVERED STAIRS

AutoCAD SHX Text

1 STORY RESIDENCE

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

AutoCAD SHX Text N88°58'31"E(C)

AutoCAD SHX Text 313.25'(C)

AutoCAD SHX Text S88°58'31"W(C)

AutoCAD SHX Text 354.38'(C)

AutoCAD SHX Text

ZONE "VE" (EL:9')

AutoCAD SHX Text

ZONE "VE" (EL:10')

AutoCAD SHX Text

ZONE "VE" (EL:9')

AutoCAD SHX Text

ZONE "X"

AutoCAD SHX Text

ZONE "VE" (EL:9')

AutoCAD SHX Text

ZONE "VE" (EL:10')

AutoCAD SHX Text

ZERO CONTOUR LINE (NAVD 1988) AS FIELD LOCATED 12/13/2024

AutoCAD SHX Text MEAN HIGH WATERLINE ELEVATION=1.27' (NAVD 1988) AS LOCATED ON 12/13/2024 BY DIFFERENTIAL LEVELING

AutoCAD SHX Text

AutoCAD SHX Text 1.27

AutoCAD SHX Text 6.79

AutoCAD SHX Text SEASONAL HIGH WATERLINE ELEVATION=6.79' (NAVD 1988) AS LOCATED ON 12/13/2024 BY DIFFERENTIAL LEVELING

AutoCAD SHX Text 137.7438

AutoCAD SHX Text

RECOVERED NAIL & DISK "LB 3019" N:1788150.506 E:649650.807

AutoCAD SHX Text

SET NAIL & DISK "LB 3019" N:1788015.463 E:649602.129

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text N00°40'26"E

AutoCAD SHX Text 489.20'

AutoCAD SHX Text A-60

AutoCAD SHX Text S23°25'04"E

AutoCAD SHX Text 1122.90'

AutoCAD SHX Text S22°32'12"E

AutoCAD SHX Text 915.15'

AutoCAD SHX Text S23°33'51"E

AutoCAD SHX Text 831.34'

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

5' VF

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

1' CONC WALL

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

4' WF

AutoCAD SHX Text

2' SEAWALL (UNDER CONSTRUCTION 12-16-2024)

AutoCAD SHX Text

TEMPORARY SANDBAG REVETMENT

AutoCAD SHX Text

CONCRETE DW

AutoCAD SHX Text

0.7' CONC WALL

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

GATE

AutoCAD SHX Text

TOW EL:13.01'

AutoCAD SHX Text

TOW EL:15.08'

AutoCAD SHX Text

TOW EL:14.99'

AutoCAD SHX Text

CURB INLET NW INV EL:7.19'(18"RCP) SE INV EL:7.79'(12"RCP)

AutoCAD SHX Text

CURB INLET SE INV EL:5.97'(18"RCP)

AutoCAD SHX Text

CURB INLET INACCESSIBLE- FULL OF SAND

AutoCAD SHX Text

TOW EL:15.17'

AutoCAD SHX Text

TOW EL:15.10'

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

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EDGE OF SAND

AutoCAD SHX Text

APPROXIMATE LIMITS OF STORM DAMAGE AS LOCATED 12-13-2024

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

APPROXIMATE LIMITS OF STORM DAMAGE AS LOCATED 12-13-2024

AutoCAD SHX Text

MEAN HIGH HIGH WATER LINE EL. 1.57' (NAVD88)

AutoCAD SHX Text

2'2" SEAWALL (PERMITTED PLANS 2025-03-24) (SEE NOTE 2)

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

GUY ANCHOR

AutoCAD SHX Text

ELECTRIC SERVICE BOX

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

SANITARY SEWER VALVE

AutoCAD SHX Text

HAND HOLE (ELECTRIC)

AutoCAD SHX Text

RUV

AutoCAD SHX Text

REUSE VALVE

AutoCAD SHX Text

IRON PIPE WITH CAP

AutoCAD SHX Text

CONCRETE MONUMENT

AutoCAD SHX Text

IRON PIPE

AutoCAD SHX Text

IRON ROD

AutoCAD SHX Text

IRON ROD WITH CAP

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

FOUND "X"/CUT IN CONCRETE

AutoCAD SHX Text

PERMANENT CONTROL POINT

AutoCAD SHX Text

WOOD POWER / UTILITY POLE

AutoCAD SHX Text

AutoCAD SHX Text 0.00

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

MAIL BOX

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

CABLE TELEVISION BOX

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

STORM DRAIN MANHOLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GTMH

AutoCAD SHX Text

GREASE TRAP MANHOLE

AutoCAD SHX Text

YARD LIGHT

AutoCAD SHX Text

ELECTRIC PANEL

AutoCAD SHX Text

ELP

AutoCAD SHX Text

FIRE DEPARTMENT CONNECTION

AutoCAD SHX Text

FIBER OPTIC CABLE BOX

AutoCAD SHX Text

FOCB

AutoCAD SHX Text

EXCEPTION NUMBER

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PARKING SPACE NUMBER

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FIBER OPTIC CABLE VAULT

AutoCAD SHX Text

FOCV

AutoCAD SHX Text

SSV

AutoCAD SHX Text

HHE

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SIGN

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ELECTRIC MANHOLE

AutoCAD SHX Text

EMH

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NAIL & DISK

AutoCAD SHX Text

-FO-

AutoCAD SHX Text -T-

AutoCAD SHX Text -W-

AutoCAD SHX Text -E-

AutoCAD SHX Text -G-

AutoCAD SHX Text

-FM-

AutoCAD SHX Text

-OH-

AutoCAD SHX Text

BURIED TELEPHONE CABLE

AutoCAD SHX Text

BURIED WATER LINE

AutoCAD SHX Text

BURIED ELECTRIC LINE

AutoCAD SHX Text

BURIED GAS LINE

AutoCAD SHX Text

YARD DRAIN

AutoCAD SHX Text

BURIED FORCEMAIN

AutoCAD SHX Text

AERIAL UTILITY LINE

AutoCAD SHX Text

-ST-

AutoCAD SHX Text

STORM PIPE

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

ELECTRIC RISER

AutoCAD SHX Text

TRAFFIC SIGNAL POLE

AutoCAD SHX Text

-SS-

AutoCAD SHX Text

SANITARY PIPE

AutoCAD SHX Text

TRAFFIC SIGNAL BOX

AutoCAD SHX Text

TSB

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

METAL SUPPORT POLE

AutoCAD SHX Text

PARKING BOLLARD

AutoCAD SHX Text

PEDESTRIAN CROSSING SIGNAL

AutoCAD SHX Text

CONCRETE POWER / UTILITY POLE

AutoCAD SHX Text

-RW-

AutoCAD SHX Text

REUSE WATERLINE

AutoCAD SHX Text

SANITARY RISER

AutoCAD SHX Text

CONCRETE POST

AutoCAD SHX Text

TELECOMMUNICATIONS MANHOLE

AutoCAD SHX Text

FDC

AutoCAD SHX Text

EXISTING ELEVATION

AutoCAD SHX Text

BURIED FIBER OPTIC CABLE

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

IRC

AutoCAD SHX Text

IPC

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

SEC

AutoCAD SHX Text

TWP

AutoCAD SHX Text

IRON ROD & CAP

AutoCAD SHX Text

IRON ROD (NO CAP)

AutoCAD SHX Text

IRON PIPE & CAP

AutoCAD SHX Text

IRON PIPE (NO CAP)

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

TOWNSHIP

AutoCAD SHX Text

ILLEG.

AutoCAD SHX Text

AutoCAD SHX Text (D)

AutoCAD SHX Text (M)

AutoCAD SHX Text (C)

AutoCAD SHX Text (R)

AutoCAD SHX Text

(NR)

AutoCAD SHX Text

ECP

AutoCAD SHX Text

INV

AutoCAD SHX Text C

AutoCAD SHX Text

ILLEGIBLE

AutoCAD SHX Text

MAP BOOK

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

DEED DIMENSION

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MEASURED DIMENSION

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CALCULATED DIMENSION

AutoCAD SHX Text

RADIAL

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NON RADIAL

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ELLIPTICAL CONCRETE PIPE

AutoCAD SHX Text

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

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CPP

AutoCAD SHX Text

SANITARY

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MANHOLE

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MITERED END SECTION

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE PIPE

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CORRUGATED PLASTIC PIPE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

IRRIGATION VALVE

AutoCAD SHX Text

REUSE VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

TOP COVER

AutoCAD SHX Text

TOW

AutoCAD SHX Text R/W

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

CLF

AutoCAD SHX Text A/C

AutoCAD SHX Text

FNC

AutoCAD SHX Text

EOW

AutoCAD SHX Text A.E.

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

GUY ANCHOR

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

TOE OF SLOPE

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

AIR CONDITIONER

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

ACCESS EASEMENT

AutoCAD SHX Text

FP&L CO

AutoCAD SHX Text

NGVD

AutoCAD SHX Text

NAVD

AutoCAD SHX Text

FLORIDA POWER & LIGHT COMPANY

AutoCAD SHX Text

NATIONAL GEODETIC VERTICAL DATUM

AutoCAD SHX Text

NORTH AMERICAN VERTICAL DATUM

AutoCAD SHX Text L

AutoCAD SHX Text Δ

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text

CENTRAL ANGLE

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

ARC LENGTH

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CHORD BEARING

AutoCAD SHX Text

CHORD DISTANCE

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DIP

AutoCAD SHX Text

PVC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

RES

AutoCAD SHX Text

DUCTILE IRON PIE

AutoCAD SHX Text

POLYVINYL CHLORIDE

AutoCAD SHX Text

CONCRETE

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RESIDENCE

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CLEANOUT

AutoCAD SHX Text

FDOT

AutoCAD SHX Text

FLORIDA DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

GLM

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GAS LINE MARKER

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LICENSED BUSINESS

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FDNR

AutoCAD SHX Text

FLORIDA DEPARTMENT OF NATURAL RESOURCES

AutoCAD SHX Text

USC&GS

AutoCAD SHX Text

UNITED STATES COAST & GEODETIC SURVEY

AutoCAD SHX Text

AutoCAD SHX Text N&D

AutoCAD SHX Text

FND

AutoCAD SHX Text

CONCRETE MONUMENT

AutoCAD SHX Text

NAIL & DISK

AutoCAD SHX Text

FOUND

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

PRV

AutoCAD SHX Text

PRESSURE REDUCING VALVE

AutoCAD SHX Text

IDENTIFICATION

AutoCAD SHX Text

POC

AutoCAD SHX Text

POINT OF COMMENCEMENT

AutoCAD SHX Text

POB

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text W/

AutoCAD SHX Text

WITH

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WATER VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ARV

AutoCAD SHX Text

AIR RELEASE VALVE

AutoCAD SHX Text

FFE

AutoCAD SHX Text

FINISHED FLOOR ELEVATION

AutoCAD SHX Text C&G

AutoCAD SHX Text

CURB & GUTTER

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RGE

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RANGE

AutoCAD SHX Text (P)

AutoCAD SHX Text

PLATTED DIMENSION

AutoCAD SHX Text

ORB

AutoCAD SHX Text

OFFICIAL RECORDS BOOK

AutoCAD SHX Text

WOODEN FENCE

AutoCAD SHX Text

VINYL FENCE

AutoCAD SHX Text NOTE: 1. EXISTING CONDITIONS AND EXISTING DATA ARE FROM A SURVEY BY SLIGER & ASSOCIATES, EXISTING CONDITIONS AND EXISTING DATA ARE FROM A SURVEY BY SLIGER & ASSOCIATES, INC. PROFESSIONAL LAND SURVEYORS & TITLED "BOUNDARY AND TOPOGRAPHIC SURVEY" DATED DECEMBER 13, 2024. 2. 2'X2' SEAWALL PERMITTED PLANS BY LAV ENGINEERING, PLLC AND TITLED "1600 N 2'X2' SEAWALL PERMITTED PLANS BY LAV ENGINEERING, PLLC AND TITLED "1600 N ATLANTIC AVE DAYTONA BEACH, FL 32118" AND DATED MARCH 24, 2024.

AutoCAD SHX Text

BH BIRCH TREE

AutoCAD SHX Text

OK OAK TREE

AutoCAD SHX Text

SG SWEET GUM TREE

AutoCAD SHX Text

HK/HC HICKORY TREE

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UNK UNKNOWN TREE

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MP MAPLE TREE

AutoCAD SHX Text

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

AutoCAD SHX Text

OK24\8

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SYMBOL

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%%UADDITIONAL ABBREVIATIONS-TREE LEGEND

AutoCAD SHX Text

CB CHINABERRY TREE

AutoCAD SHX Text

PN SLASH PINE TREE

AutoCAD SHX Text

PM PALM TREE

AutoCAD SHX Text

MG MAGNOLIA TREE

AutoCAD SHX Text

BY BAY TREE

AutoCAD SHX Text

EM ELM TREE

AutoCAD SHX Text

MU MULBERRY TREE

AutoCAD SHX Text

PNS SAND PINE TREE

AutoCAD SHX Text

PNF LONGLEAF PINE TREE

AutoCAD SHX Text

BT BLACK TUPELO TREE

AutoCAD SHX Text

PNP POND PINE

AutoCAD SHX Text

PNL LOBLOLLY PINE TREE

AutoCAD SHX Text

CD CEDAR TREE

AutoCAD SHX Text

CY CYPRESS TREE

AutoCAD SHX Text

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

AutoCAD SHX Text

RT RAIN TREE

AutoCAD SHX Text

CR CREPE MYRTLE TREE

AutoCAD SHX Text

BB BOTTLE BRUSH TREE

AutoCAD SHX Text

CAM CAMPHOR TREE

AutoCAD SHX Text

SB SUGARBERRY TREE

AutoCAD SHX Text

ASH ASH TREE

AutoCAD SHX Text

WAX WAX MYRTLE TREE

AutoCAD SHX Text

JUN JUNIPER TREE

AutoCAD SHX Text

RED RED BAY TREE

(60' R/W)

C /L

'(P

320.28'

320.28'(P)

C/L C/L

1.7058

1.5725

107.2629

DEPARTMENT OF NATURAL RESOURCES

COASTAL CONSTRUCTION CONTROL LINE

PER M.B. 30, PG. 50 (SEE CCCL DETAIL)

PORTION OF

ASPHALT

TO BE

REMOVED

TEMPORARY

SAND BAGS TO

BE REMOVED

(TYP)

PORTION OF

WALL TO BE

REMOVED

PORTION OF

CONCRETE SIDEWALK

TO BE REMOVED

PORTION OF

CONCRETE

CURB

TO BE REMOVED

25'

32'

PORTION OF

CONCRETE SIDEWALK

TO BE REMOVED

PROPOSED

APPROXIMATE

LOCATION OF

TEMPORARY

CHAINLINK

FENCE

ANY DAMAGE TO EXISTING

INFRASTRUCTURE INCLUDING

THE BEACH, ASPHALT, CURBING,

OR LANDSCAPING SHALL BE

REPAIRED BY THE CONTRACTOR

AS ACCEPTED BY THE COUNTY

AND ENGINEER

PROPOSED APPROXIMATE

LOCATION OF

TEMPORARY

CHAINLINK FENCE - TO BE

LOCATED AS CLOSE AS

PRACTICABLE TO COFFERDAM,

SHOWN OFFSET FOR CLARITY

PROPOSED

APPROXIMATE LOCATION OF

TEMPORARY COFFERDAM

FOR DEWATERING

C3.0

S E

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C H

A C

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-8

C E

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A U

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N N

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B E

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A S

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N T A

E N

E E

G A

N D

P L A

N N

SHEET

R E

D A

T E

O T E

D R

A F

T E

A Q

C H

E C

K E

D B

M P

P R

C T N

D A

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D R

A W

C H

A R

L E

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F L O

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Scale in feet

20100

LEGEND:

PROPOSED

PORTION OF ASPHALT TO BE REMOVED

PORTION OF CONCRETE CURB TO BE REMOVED

PORTION OF CONCRETE SIDEWALK TO BE REMOVED

PORTION OF BLOCK WALL TO BE REMOVED

PORTION OF TEMPORARY SANDBAG REVETMENT TO BE REMOVED

TEMPORARY COFFERDAM (SEE NOTE 2 & 3)

CHAIN LINK FENCE

EXISTING FEATURES TO BE REMOVED (SEE NOTE 1)

EXISTING

PROPERTY LIMITS

NOTE:

1. SIGNIFICANT EXPOSED AND BURIED DEBRIS ARE KNOWN TO EXIST WITHIN THE

LIMITS OF THE PROPOSED EXCAVATION INCLUDING FOR INSTALLATION OF THE

BULKHEAD AND RAMP. THE CONTRACTOR SHALL EXCAVATE AND REMOVE THE

DEBRIS AS REQUIRED BY THE (A) DRAWINGS AND TECHNICAL SPECIFICATIONS

AND (B) AS REQUIRED TO INSTALL THE PROPOSED IMPROVEMENTS.

2. THE CONTRACTOR MAY INSTALL A PROPOSED TEMPORARY COFFERDAM AS

INSTALLATION OF THE PROPOSED RAMP AND SEAWALL CAP.

3. UPON INSTALLATION AND ACCEPTANCE OF THE RAMP AND SEAWALL CAP, THE

CONTRACTOR SHALL REMOVE THE TEMPORARY COFFER DAM.

D E

M O

R O

N C

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O L P

L A

N R

E V

P E

R F

D E

P C

O M

M E

N T S

-0

AutoCAD SHX Text

ATLANTIC AVENUE (STATE ROAD A-1-A) (80' R/W)

AutoCAD SHX Text

SEAVIEW AVENUE BEACH RAMP

AutoCAD SHX Text

AutoCAD SHX Text 55.41'(P)

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text S21°24'45"E 66.05'(P)

AutoCAD SHX Text N21°23'34"W 62.00'(C) 66.05'(P)

AutoCAD SHX Text N66°35'43"W 9.22'(M)

AutoCAD SHX Text

ZERO CONTOUR LINE (NAVD 1988) AS FIELD LOCATED 12/13/2024

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

BLOCK 3

AutoCAD SHX Text

2 STORY RESIDENCE

AutoCAD SHX Text

COVERED STAIRS

AutoCAD SHX Text

1 STORY RESIDENCE

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

AutoCAD SHX Text N88°58'31"E(C)

AutoCAD SHX Text 313.25'(C)

AutoCAD SHX Text S88°58'31"W(C)

AutoCAD SHX Text 354.38'(C)

AutoCAD SHX Text

ZONE "VE" (EL:9')

AutoCAD SHX Text

ZONE "VE" (EL:10')

AutoCAD SHX Text

ZONE "VE" (EL:9')

AutoCAD SHX Text

ZONE "X"

AutoCAD SHX Text

ZONE "VE" (EL:9')

AutoCAD SHX Text

ZONE "X"

AutoCAD SHX Text

ZONE "VE" (EL:9')

AutoCAD SHX Text

ZONE "VE" (EL:10')

AutoCAD SHX Text

ZERO CONTOUR LINE (NAVD 1988) AS FIELD LOCATED 12/13/2024

AutoCAD SHX Text MEAN HIGH WATERLINE ELEVATION=1.27' (NAVD 1988) AS LOCATED ON 12/13/2024 BY DIFFERENTIAL LEVELING

AutoCAD SHX Text

AutoCAD SHX Text 1.27

AutoCAD SHX Text 6.79

AutoCAD SHX Text SEASONAL HIGH WATERLINE ELEVATION=6.79' (NAVD 1988) AS LOCATED ON 12/13/2024 BY DIFFERENTIAL LEVELING

AutoCAD SHX Text 137.7438

AutoCAD SHX Text

RECOVERED NAIL & DISK "LB 3019" N:1788150.506 E:649650.807

AutoCAD SHX Text

SET NAIL & DISK "LB 3019" N:1788015.463 E:649602.129

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text N00°40'26"E

AutoCAD SHX Text 489.20'

AutoCAD SHX Text A-60

AutoCAD SHX Text S45°01'14"E

AutoCAD SHX Text 388.15'

AutoCAD SHX Text S23°25'04"E

AutoCAD SHX Text 1122.90'

AutoCAD SHX Text S22°32'12"E

AutoCAD SHX Text 915.15'

AutoCAD SHX Text A-59-2

AutoCAD SHX Text S23°33'51"E

AutoCAD SHX Text 831.34'

AutoCAD SHX Text

5' VF

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

1' CONC WALL

AutoCAD SHX Text

PAVERS

AutoCAD SHX Text

4' WF

AutoCAD SHX Text

2' SEAWALL (UNDER CONSTRUCTION 12-16-2024)

AutoCAD SHX Text

TEMPORARY SANDBAG REVETMENT

AutoCAD SHX Text

CONCRETE DW

AutoCAD SHX Text

0.7' CONC WALL

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CURB INLET NW INV EL:7.19'(18"RCP) SE INV EL:7.79'(12"RCP)

AutoCAD SHX Text

CURB INLET SE INV EL:5.97'(18"RCP)

AutoCAD SHX Text

CURB INLET INACCESSIBLE- FULL OF SAND

AutoCAD SHX Text

TOW EL:15.10'

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

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EDGE OF SAND

AutoCAD SHX Text

APPROXIMATE LIMITS OF STORM DAMAGE AS LOCATED 12-13-2024

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

APPROXIMATE LIMITS OF STORM DAMAGE AS LOCATED 12-13-2024

AutoCAD SHX Text

MEAN HIGH HIGH WATER LINE EL. 1.57' (NAVD88)

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2'2" SEAWALL (PERMITTED PLANS 2025-03-24)

(60' R/W)

C /L

'(P

320.28'

320.28'(P)

C/L C/L C/L C/L

1.7058

1.5725

107.2629

DEPARTMENT OF NATURAL RESOURCES

COASTAL CONSTRUCTION CONTROL LINE

PER M.B. 30, PG. 50 (SEE CCCL DETAIL)

WM WM WM WM

WM WM WM WM WM WM

30'

108.8'

PROPOSED ESP-100.5

SHEETPILE BULKHEAD

WITH CONCRETE CAP

PROPOSED

UNREINFORCED

CONCRETE RAMP

99.76'

TO CCCL

PROPOSED

CONCRETE

PLUG &

CHEMICAL

GROUT

PROPOSED

CONCRETE

SIDEWALK

PROPOSED

ESP-100.5 SHEETPILE WALL

WITH CONCRETE CAP

PROPERTY

LIMITS

PROPOSED

REINFORCED

CONCRETE RAMP

WITH GRAVEL

STONE BEDDING

LAYER

PROPOSED

RAISED 6"

CURB

PROPOSED CURB

RAMP CR-G PER FDOT

INDEX 522-002PROPOSED

DETECTABLE

WARNING

PROPOSED CURB

RAMP CR-C PER

FDOT INDEX

522-002

PROPOSED

DETECTABLE

WARNING

4.4'

4.1'

PROPOSED SIGN

(W11-2, W16-9P)

PROPOSED SIGN

(W11-2, W16-7PL)

PROPOSED SIGN

(W11-2, W16-7PL)

PROPOSED SIGN

(W11-2, W16-9P)

PROPOSED

CROSSWALK

1" PVC WATER

SERVICE LINE

50'

10'

PROPOSED

SHOWER

PROPOSED

BOLLARD

(TYP)

PROPERTY

LIMITS

124.2'

EXISTING

WATER

METER

(TO REMAIN)

EXISTING

BLOCK WALL

(TO REMAIN)

PROPOSED

6" CURB

EXISTING SHEET PILE

WALL (TO REMAIN)

EXISTING

CONCRETE WALL

(TO REMAIN)

PROPOSED

TYPE 6" CURB

PROPOSED

APPROXIMATE LOCATION OF

TEMPORARY COFFER DAM

FOR DEWATERING

PROPOSED

CONSTRUCTION

STAGING AREA

E P

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C4.0

Scale in feet

40200

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LEGEND:

EXISTING PROPOSED

PROPERTY LIMITS

CONCRETE WALL (TO REMAIN)

WATER METER (TO REMAIN)

BLOCK WALL (TO REMAIN)

SHEETPILE WALL (TO REMAIN)

COMPOSITE SHEETPILE BULKHEAD WITH

CONCRETE CAP

REINFORCED CONCRETE RAMP

UNREINFORCED CONCRETE RAMP

1" PVC PIPE WATER SERVICE LINE

BOLLARD (TO BE INSTALLED BY COUNTY)

6" CURB

TEMPORARY COFFERDAM

CONSTRUCTION STAGING AREA

CONCRETE SIDEWALK

CONCRETE PLUG & CHEMICAL GROUT

CURB RAMP W/ DETECTABLE WARNING PER

FDOT INDEX 304

SIDEWALK SIGN (SEE DETAIL ON SHEET C6.2)

WHITE THERMOPLASTIC CROSSWALK STRIPING

SHOWER

WM WM

NOTE

1. LOCATION OF EXISTING SHEETPILES ARE APPROXIMATE AND ARE TO BE VERIFIED BY THE

CONTRACTOR.

2. ALL TRAFFIC MARKINGS SHALL BE THERMOPLASTIC IN ACCORDANCE WITH FDOT SPECIFICATION

711 THERMOPLASTIC TRAFFIC STRIPS AND MARKINGS.

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ATLANTIC AVENUE (STATE ROAD A-1-A) (80' R/W)

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SEAVIEW AVENUE BEACH RAMP

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AutoCAD SHX Text 55.41'(P)

AutoCAD SHX Text S21°24'45"E 66.05'(P)

AutoCAD SHX Text N21°23'34"W 62.00'(C) 66.05'(P)

AutoCAD SHX Text N66°35'43"W 9.22'(M)

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BEACH

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BLOCK 3

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2 STORY RESIDENCE

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COVERED STAIRS

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1 STORY RESIDENCE

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TOB

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TOE

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TOB

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TOE

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AutoCAD SHX Text N88°58'31"E(C)

AutoCAD SHX Text 313.25'(C)

AutoCAD SHX Text S88°58'31"W(C)

AutoCAD SHX Text 354.38'(C)

AutoCAD SHX Text

ZONE "VE" (EL:9')

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ZONE "X"

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ZONE "VE" (EL:9')

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ZONE "VE" (EL:10')

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ZERO CONTOUR LINE (NAVD 1988) AS FIELD LOCATED 12/13/2024

AutoCAD SHX Text MEAN HIGH WATERLINE ELEVATION=1.27' (NAVD 1988) AS LOCATED ON 12/13/2024 BY DIFFERENTIAL LEVELING

AutoCAD SHX Text

AutoCAD SHX Text 1.27

AutoCAD SHX Text 6.79

AutoCAD SHX Text SEASONAL HIGH WATERLINE ELEVATION=6.79' (NAVD 1988) AS LOCATED ON 12/13/2024 BY DIFFERENTIAL LEVELING

AutoCAD SHX Text 137.7438

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RECOVERED NAIL & DISK "LB 3019" N:1788150.506 E:649650.807

AutoCAD SHX Text

R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE

AutoCAD SHX Text N00°40'26"E

AutoCAD SHX Text 489.20'

AutoCAD SHX Text A-60

AutoCAD SHX Text S23°25'04"E

AutoCAD SHX Text 1122.90'

AutoCAD SHX Text S22°32'12"E

AutoCAD SHX Text 915.15'

AutoCAD SHX Text S23°33'51"E

AutoCAD SHX Text 831.34'

AutoCAD SHX Text

5' VF

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STEPS

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BRICK

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1' CONC WALL

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PAVERS

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4' WF

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2' SEAWALL (UNDER CONSTRUCTION 12-16-2024)

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TEMPORARY SANDBAG REVETMENT

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CONCRETE DW

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0.7' CONC WALL

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BRICK

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GATE

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CURB INLET NW INV EL:7.19'(18"RCP) SE INV EL:7.79'(12"RCP)

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CURB INLET SE INV EL:5.97'(18"RCP)

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CURB INLET INACCESSIBLE- FULL OF SAND

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TOW EL:15.10'

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CONC WALK

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CONC WALK

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CONC WALK

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CONC WALK

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EDGE OF SAND

AutoCAD SHX Text

APPROXIMATE LIMITS OF STORM DAMAGE AS LOCATED 12-13-2024

AutoCAD SHX Text

R/W LINE

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R/W LINE

AutoCAD SHX Text

APPROXIMATE LIMITS OF STORM DAMAGE AS LOCATED 12-13-2024

AutoCAD SHX Text

MEAN HIGH HIGH WATER LINE EL. 1.57' (NAVD88)

AutoCAD SHX Text

2'2" SEAWALL (PERMITTED PLANS 2025-03-24)

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

0.7' CONC WALL

(60' R/W)

C /L

'(P

320.28'

320.28'(P)

C/L C/L

1.7058

1.5725

107.2629

0+00 0+25

0+50

0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+254+27

DEPARTMENT OF NATURAL RESOURCES

COASTAL CONSTRUCTION CONTROL LINE

PER M.B. 30, PG. 50 (SEE CCCL DETAIL)

2024 HIGHEST ANNUAL TIDE

EL. 3.32' (NAVD88)

11.44 11.79

11.99 12.13 14.0113.91

13.94 13.04

13.27

13.40 13.66 14.22

19.17 21.40

21.35 22.01

22.06

22.48

20.87 20.91

12.19

20.67

12.54

12.0

12.52

12.16

12.40

4 20.622 1.07

21.24

12.28 11 .4

15.06

12.59

8.92

9.93

9.41

9.64

10.28

19.96

9.80 10.00

19.00

19.42

22.77

21.93

21.17

21.48

10.63

9.13

9.32 9.84

5.15

6.27

4.64 4.02 2.81

1.74

0.97 0.42 -0.04

0.010.54

0.06

-0.03

-0.05

0.33 -0.03

0.59 -0.07

1.28

1.07

0.74

0.44 -0.04

-0.141.25

1.53

1.83

2.12 3.19

2.70

2.34

1.97

0.87

1.37

1.60

4.05

3.39

2.93

2.47

2.023.10

3.51

4.07

4.56 4.31

4.44 5.22

5.86

5.28

7.71

4.64

8.38

8.67

20.41

24.15

19.24 20.28

8.13

6.16 16.60

5.27

4.89

4.705.08

7.21

6.18

6.41 6.90

5.75 4.54

8.92 9.28

919.06

20.61

21.13

20.95

21.52

19.11

17.74

12.67

12.1012.31

21.85

21.01

20.27

20.01

16.73

12.72 12.73

20.3914.79

12.63

12.44

12.20

12.66

12.18

12.05

12.07

12.42

9 17.83

12.84

11.82

11.8711.2211.27

11.90

11.25 11.58

11.84

11.56

11.94

12.57

12.21

11.70

12.24

11.74

12.13 12.38

14.02

13.70

13.72

11.96

11.9911.58

11.35 11.84

11.39

11.90

12.40 12.50

12.10

12.40

9.58

11.73 12.20

M.E.

4 11.73

1.22

1.72

1.22

3.58

4.08

7.08

6.58

9.58

11.91 11.91

11.97

3.58

10.0812.47

11% 12.14

12.50M .E.

12.00 M

.E.

PROPOSED

UNREINFORCED

CONCRETE RAMP

PROPOSED

CONCRETE

SIDEWALK

PROPOSED

CONCRETE

PLUG &

CHEMICAL

GROUT

PROPOSED

ESP 100.5 SHEETPILES

WITH CONCRETE CAP

PROPOSED REINFORCED CONCRETE RAMP

WITH GRAVEL STONE BEDDING LAYER

PROPOSED

6" CURB

WALL

CAP EL.

16.0'

WALL

CAP EL.

15.0'

PROPERTY

LIMITS

PROPERTY

LIMITS

PROPOSED

RAISED 6"

CURB

PROPOSED CURB

RAMP CR-C PER FDOT

INDEX 522-002

PROPOSED

CROSSWALK

PROPOSED

DETECTABLE

WARNING

PROPOSED CURB

RAMP CR-C PER

FDOT INDEX

522-002

PROPOSED

DETECTABLE

WARNING

PROPOSED SIGN

(W11-2, W16-7PL)

PROPOSED SIGN

(W11-2, W16-7PL)

PROPOSED SIGN

(W11-2, W16-9P)

1" PVC WATER

SERVICE LINE

WM WM WM WM

WM WM WM WM WM WM

WALL CAP EL. 16.0'

EXISTING

WATER

METER

(TO REMAIN) EXISTING

BLOCK WALL

(TO REMAIN)

EXISTING SHEET PILE

WALL (TO REMAIN)

EXISTING

CONCRETE WALL

(TO REMAIN)

PROPOSED

APPROXIMATE LOCATION OF

TEMPORARY COFFER DAM

FOR DEWATERING

E L E

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PROFILE

DISTANCE IN FEET

-20

-10

1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25

-9.28'

MHWL =

+1.27' NAVD

53.0'

REINFORCED

CONCRETE

WITH GRAVEL

STONE BEDDING LAYER

46.2'

UNREINFORCED

CONCRETE

WEST EAST

CONCRETE RAMP

99.2'

EXISTING

GRADE

1.22'

12.05' M.E.

ACTUAL GRADE MAY VARY

BASED UPON EXCAVATED

QUANTITY OF BEACH

COMPATIBLE MATERIAL

EXISTING ASPHALT

(TO REMAIN) P

A V

R A

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C5.0

Scale in feet

40200

LEGEND:

EXISTING

PROPOSED

PROPERTY LIMITS

SPOT ELEVATION

CONCRETE WALL (TO REMAIN)

WATER METER (TO REMAIN)

BLOCK WALL (TO REMAIN)

SHEETPILE WALL (TO REMAIN)

COMPOSITE SHEETPILE BULKHEAD WITH CONCRETE CAP

REINFORCED CONCRETE RAMP

UNREINFORCED CONCRETE RAMP

CONCRETE SIDEWALK

CONCRETE PLUG & CHEMICAL GROUT

6" CURB

TEMPORARY COFFERDAM

ELEVATION

MATCH ELEVATION

1" PVC PIPE WATER SERVICE LINE

CURB RAMP W/ DETECTABLE WARNING PER FDOT INDEX 304

SIDEWALK SIGN (SEE DETAIL ON SHEET C6.2)

WHITE THERMOPLASTIC CROSSWALK STRIPING

SHOWER

BOLLARD (TO BE INSTALLED BY COUNTY)

3.89

M.E.

3.89

CUT & FILL TABLE

CUT CUYD FILL CUYD NET CUYD

394 285 93(CUT)

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NOTE

1. CONSTRUCTION DEBRIS AND NON-BEACH COMPATIBLE FILL MATERIAL SHALL BE DISPOSED OF CONSISTENT WITH THE TECHNICAL SPECIFICATIONS AND THESE DRAWINGS. NO BEACH COMPATIBLE SAND SHALL BE TRANSPORTED TO LANDWARD OF THE COASTAL CONSTRUCTION CONTROL LINE PER RULE 62B-33.005(4)(D) FLORIDA ADMINISTRATIVE CODE. EXCESS BEACH COMPATIBLE FILL MATERIAL SHALL BE TEMPORARILY STOCKPILED ONSITE WITHIN THE STAGING AREA AND PLACED ON TOP OF THE RAMP AFTER COMPLETION OF CONSTRUCTION AS ACCEPTED BY THE ENGINEER AND COUNTY.

2. 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.

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ATLANTIC AVENUE (STATE ROAD A-1-A) (80' R/W)

AutoCAD SHX Text

SEAVIEW AVENUE BEACH RAMP

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text S21°24'45"E 66.05'(P)

AutoCAD SHX Text N21°23'34"W 62.00'(C) 66.05'(P)

AutoCAD SHX Text N66°35'43"W 9.22'(M)

AutoCAD SHX Text

ZERO CONTOUR LINE (NAVD 1988) AS FIELD LOCATED 12/13/2024

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

BLOCK 3

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2 STORY RESIDENCE

AutoCAD SHX Text

COVERED STAIRS

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1 STORY RESIDENCE

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TOB

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TOE

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TOB

AutoCAD SHX…

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File details come from the government source that posted it. Updated Sep 30, 2026.