Drawings_-_EL_PORTAL.pdf

PROJECT SITE

N 1754237.9596' E 664871.5832'

LAT N029° 09' 33.68"

LONG W080° 58' 21.83"

S ATLANTIC AVE

DAYTONA BEACH SHORES 32118

A -1-A

CASCADE TERRACE

ESMERALDA AVENUE

ATARES AVENUE

GLEN MYRA AVENUE

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CONSTRUCTION ACCESS

& STAGING AREA

R-112

T-113

EL PORTAL

VEHICULAR BEACH ACCESS RAMP - POST HURRICANE REPAIRS

FOR

VOLUSIA COUNTY, FLORIDA

LOCATION MAP

O:NER � APPLICANT

VOLUSIA COUNTY

COASTAL DIVISION

��� S� ATLANTIC AVENUE

DAYTONA BEACH, FL �����

PHONE� ����� ���-����

*EOTECHNICAL EN*INEER

BECHTOL EN*INEERIN* AND TESTIN*

��� :EST NE: YOR. AVENUE, SUITE A

DELAND, FL �����

PHONE� ����� ���-����

*ENERAL NOTES

�� THE :OR. CONSISTS OF FURNISHIN* ALL LABOR, E4UIPMENT,

AND MATERIALS AS RE4UIRED FOR �A� DEMOLITION AND REMOVAL

OF THE E;ISTIN* STORM DAMA*ED VEHICULAR BEACH ACCESS

RAMP, AND �B� CONSTRUCTION OF REPLACEMENT

INFRASTRUCTURE - INCLUDIN*�

D� A NE: CONCRETE VEHICULAR BEACH ACCESS RAMP :ITH

SIDE:AL.,

E� SHEET-PILE :ALLS ALON* THE PERIMETER OF THE RAMP,

AND

F� OTHER ANCILLARY SITE IMPROVEMENTS AS SHO:N ON

THESE DRA:IN*S

�� THE O:NER IS VOLUSIA COUNTY �COUNTY��

�� ALL :OR. 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 :HO

PERFORMS THE :OR. SHALL POST ON THE -OB SITE THE FDEP

AUTHORI=ATION AND PLACARDS FOR ANY OTHER RE4UIRED

PERMITS� THE CONTRACTOR SHALL COMPLY :ITH ALL TERMS OF

THE PERMITS AS PERTAININ* TO PERFORMANCE OF THE :OR.�

�� PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET

ON-SITE :ITH 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 �TOPO*RAPHIC AND TIDAL

:ATER SURVEY� DATED DECEMBER ��, �����

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

�� SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL DETAILS OF

THE :OR.�

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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��� CROSS-SECTIONS

C��� CROSS-SECTIONS

C��� CROSS-SECTIONS

C��� DETAILS - SEA:ALL

C��� SHEET-PILE :ALL AND RAMP LAYOUT

C��� DETAILS - MISCELLANEOUS

C��� DETAILS - MISCELLANEOUS

LAND SURVEYOR

SLI*ER ASSOCIATES, INC�

PROFESSIONAL LAND SURVEYORS

���� NOVA ROAD

PORT ORAN*E, FL �����

PHONE� ����� ���-����

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DEMOLITION NOTES

1. AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL EXCAVATE MATERIAL - INCLUDING DAMAGED INFRASTRUCTURE AND DEBRIS - AS REQUIRED TO INSTALL AND CONSTRUCT THE PROPOSED INFRASTRUCTURE.

ALL DAMAGED INFRASTRUCTURE AND DEBRIS SHALL BE DISPOSED OF AT AN APPROVED UPLAND DISPOSAL SITE AS

ACCEPTED BY THE COUNTY.

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) MAINTAIN 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) DATED JUNE 2007,

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 AND FDEP APPROVED DEWATERING PERMIT OBTAINED BY THE

CONTRACTOR.

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

ACCEPTED BY THE COUNTY AND ENGINEER.

EXISTING CONDITIONS & SURVEY NOTES

1. EXISTING SITE CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE SURVEY BY SLIGER & ASSOCIATES, INC. TITLED "TOPOGRAPHIC AND TIDAL WATER SURVEY" DATED JUNE 02, 2025.

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, DERIVING A

BEARING OF N64°14'55"E, ALONG THE NORTHERLY LINE OF SUBJECT PROPERTY.

3. THE SITE 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 THE SITE SURVEY.

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.

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 SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION FY 2026-2027".

SHEET-PILE WALL NOTES

1. THE CONTRACTOR SHALL INSTALL THE SHEET-PILE WALL AS SHOWN ON THESE DRAWINGS USING:

· CMI UC-75 ULTRA COMPOSITE SHEET PILES;

· CMI SG-950 CORNER PILES.

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 ELEVATION -0.5 FT NAVD AS MAY BE ACCEPTED BY THE ENGINEER; OTHERWISE, BELOW -0.5 FT NAVD, THE CONTRACTOR SHALL DRIVE THE PILES INTO THE ROCK USING A

DIESEL OR DROP HAMMER UNTIL REFUSAL AS MAY BE ACCEPTED BY THE ENGINEER.

3. UNLESS OTHERWISE SPECIFICALLY ACCEPTED BY THE ENGINEER, INDIVIDUAL PILES SHALL BE PLACED WITHIN

THE FOLLOWING TOLERANCES:

· WITHIN TWO DEGREES (2º) OF VERTICAL;

· PILE HEAD SHALL BE NO MORE THAN ONE AND ONE-HALF INCHES (1-½”) ABOVE, OR FOUR INCHES (4”) BELOW

THE DESIGN ELEVATION AS SHOWN ON THE DRAWINGS;

· WITHIN THREE-EIGHTHS INCH (3/8”) OF ADJACENT PILES AS MEASURED PARALLEL TO THE WETFACE AND AS

MEASURED BETWEEN PILES.

4. IT IS EXPECTED THAT FULL PENETRATION MAY BE ACHIEVED VIA USE OF A VIBRATORY HAMMER AND/OR WATER/AIR JETTING AND STANDARD CONSTRUCTION TECHNIQUES. USE OF A DRIVING HAMMER TO ACHIEVE PENETRATION SHALL OCCUR 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.

5. 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 - SUBJECT

TO ACCEPTANCE BY THE ENGINEER.

6. 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 AND AS REQUIRED BY THE TECHNICAL

SPECIFICATIONS.

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 AS REQUIRED BY THE TECHNICAL

SPECIFICATIONS.

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" LAYER OF #57 GRAVEL IN FDOT D-3 NON-WOVEN GEOTEXTILE FABRIC BENEATH THE PROPOSED RAMP SUBGRADE WITH A MINIMUM 4 FT OVERLAP IN FABRIC. SEE DETAIL ON SHEET C6.2.

UTILITY - GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY 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. THE CONTRACTOR MUST CONTACT SUNSHINE UTILITIES (1-800-432-4770) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN THE PROJECT SITE AND CONTACT THE ENGINEER AND UTILITY DEPARTMENT IF ANY CONFLICTS ARE ENCOUNTERED.

2. WATER SERVICE AND SANITARY SEWER SERVICE AT THE PROJECT SITE IS PROVIDED BY CITY OF PORT ORANGE, IF APPLICABLE.

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 PORT

ORANGE SERVICES DEPARTMENT (386-506-5766), THE COUNTY, AND THE ENGINEER.

8. THE CONTRACTOR SHALL NOTIFY THE CITY, COUNTY, 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 SUPPORT AND PROTECT EXISTING UTILITIES ON THE PROJECT SITE AGAINST DAMAGE

DURING CONSTRUCTION.

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

VALVES, FIRE HYDRANTS, MANHOLE COVERS, AND METERS.

11. 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.

12. 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.

13. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO ANY UTILITY FACILITIES CONSISTENT WITH FDEP AND CITY STANDARDS AND REQUIREMENTS. 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.

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

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 THERE 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 GOVERNMENTAL AGENCIES.THE COUNTY HAS OBTAINED A PERMIT FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). THE CONTRACTOR SHALL OBTAIN ALL OTHER NECESSARY PERMITS, SUCH AS RIGHT OF WAY PERMIT(S), EXCAVATION/ FILL PERMIT(S), FIRE PROTECTION PERMIT(S), UNDERGROUND UTILITY PERMIT(S), DEWATERING PERMITS, AND 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 EACH JURISDICTIONAL GOVERNMENTAL

AGENCY.

4. SURVEY MONUMENTS OR BENCHMARKS WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR VIA A LICENSED LAND SURVEYOR IN THE STATE OF FLORIDA AT NO COST TO THE

COUNTY.

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: PAVEMENT GRADE BREAK LOCATIONS AND SUFFICIENT ELEVATIONS OF FINISHED GRADE SURFACES WHICH ALLOW THE ENGINEER TO DETERMINE

COMPLIANCE WITH THE DESIGN PLANS.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY ON THE PROJECT SITE DURING

CONSTRUCTION.

BENCH MARK#2

ELEVATION = 18.79'

(1988 NAVD)

MEAN HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

=ERO ELEVATION CONTOUR LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

AT FACE OF NE: SEA:ALL

DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

AT FACE OF NE: SEA:ALL

DECEMBER ��, ����

MEAN HI*H HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

BENCH MARK#1

ELEVATION = 15.16' (1988 NAVD)

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LEGEND:

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ABBREVIATIONS:

NOTE

1. EXISTING CONDITIONS AND EXISTING DATA ARE FROM

A SURVEY BY SLIGER & ASSOCIATES, INC. & TITLED

"TOPOGRAPHIC AND TIDAL WATER SURVEY" DATED

DECEMBER 13, 2024.

AutoCAD SHX Text 127.65'

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EL PORTAL 60.00' RIGHT OF WAY (PER PLAT)

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SOUTH ATLANTIC AVENUE 80.00' RIGHT OF WAY (S.R. A-1-A)

AutoCAD SHX Text BENCHMARK DISK STAMPED "COAST & GEODETIC SURVEY M 320 1970" SET IN CONCRETE MONUMENT ELEVATION = 15.79 FEET (NAVD 1988 DATUM)

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R/W LINE

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R/W LINE

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R/W LINE

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R/W LINE PER PLAT RAD. = 100'

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VINYL SHEET PILING SEAWALL

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8" CONC. WALL

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8" CONC. WALL

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CONC.

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BRICK PAVERS

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CONCRETE WALK

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8" CONC. WALL

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SIGN

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BFP

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RIOMAR BEACHES BLOCK "B" MAP BOOK 6, PAGE 95

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LOT 1

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LOT 2

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LOT 3

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LOT 4

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LOT 5

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LOT 6

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LOT 7

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LOT 27

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LOT 28

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LOT 29

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LOT 30

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LOT 31

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LOT 32

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LOT 33

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OCEAN BOULEVARD

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80.00' RIGHT OF WAY

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(PER PLAT)

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R/W LINE PER PLAT RAD. = 50'

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3' X 3' CONCRETE A/C PAD

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CONCRETE PAVERS

AutoCAD SHX Text INTERSECTION EAST RIGHT OF WAY LINE S. ATLANTIC AVENUE AND THE WESTERLY EXTENSION OF THE NORTH LINE LOT 29, BLOCK B RECOVERED NAIL & DISK LB#3019

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FOUND NAIL & DISK LB#7991

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FOUND NAIL & DISK LB#7991 IN SEA WALL

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ATLANTIC OCEAN

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SOUTH R/W LINE

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ESMERALDA AVE.

AutoCAD SHX Text N25°49'40"W

AutoCAD SHX Text 100.05'

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 317.68'

AutoCAD SHX Text S25°01'31"E

AutoCAD SHX Text 99.67'

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REFERENCE LINE

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 61.35'

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TEMPORARY SAND BAG REVETMENT

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LP

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ELECTRIC TRANSFORMER

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TELEPHONE RISER

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WM

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BFP

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BFP

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FIBER OPTIC CABLE RISER

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SANITARY MH TOP=14.86'

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PLANTER

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STAMPED CONCRETE PATIO (TYPICAL)

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CONCRETE TABLE (TYPICAL)

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GRILL (TYPICAL)

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COVERED STAMPED CONCRETE WALK

AutoCAD SHX Text 28.3'

AutoCAD SHX Text 17.05'

AutoCAD SHX Text 11.0'

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165.5'(TOTAL)

AutoCAD SHX Text 14.8'

AutoCAD SHX Text 32.0'

AutoCAD SHX Text 12.1'

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171.6'(TOTAL)

AutoCAD SHX Text 15.4'

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ONE STORY MASONRY BUILDING FINISHED FLOOR ELEVATION=20.55'

AutoCAD SHX Text 1.35'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 1.35'

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TWO STORY MASONRY BUILDING FINISHED FLOOR ELEVATION=16.06' #3221

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CONCRETE POOL

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SANITARY MH TOP=14.58'

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RECOVERED NAIL & DISK LB #3019

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EROSION AREA

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STEPS

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STEPS

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BRICK PAVERS

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WHEEL STOP (TYPICAL)

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HANDRAIL (TYPICAL)

AutoCAD SHX Text S13°21'44"E 26.67'

AutoCAD SHX Text S21°24'08"E 24.02'

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MEASURED Δ=89°55'25" R=50.00' L=78.47' CB=N19°12'38"E CH=70.66'

AutoCAD SHX Text S64°14'55"W 50.13'

AutoCAD SHX Text S64°14'55"W 268.79'

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CONCRETE

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 48.06'

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 30.69'

AutoCAD SHX Text S08°33'53"E 9.93'

AutoCAD SHX Text S18°30'04"E 15.81'

AutoCAD SHX Text S12°51'39"E 23.54'

AutoCAD SHX Text N02°36'53"W 2.05'

AutoCAD SHX Text 747.01'

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SET NAIL&DISK LB #3019 N:1754142.922 E:664630.857

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SET NAIL&DISK LB #3019 N:1754017.042 E:664800.745

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 8.2'

AutoCAD SHX Text 6.7'

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FLOOD ZONE "X"

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FLOOD ZONE "VE" (ELEV 9 FEET)

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FLOOD ZONE "VE" (ELEV 10 FEET)

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FLOOD ZONE "VE" (ELEV 11 FEET)

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FLOOD ZONE "VE" (ELEV 12 FEET)

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(VACATED BY COUNTY OF VOLUSIA RESOLUTION IN DB 376, PG 382)

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R/W LINE PER PLAT RAD. = 100'

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PER D.B. 402, PG. 530 Δ=90°00'00" R=50.00' L=78.54'

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R/W LINE PER PLAT RAD. = 50'

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OCEAN BOULEVARD

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80.00' RIGHT OF WAY

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(PER PLAT)

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(VACATED BY COUNTY OF VOLUSIA RESOLUTION IN DB 376, PG 382)

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LOT 25

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LOT 50

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LOT 24

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LOT 49

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LOT 23

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LOT 48

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LOT 22

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LOT 47

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LOT 21

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LOT 46

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LOT 20

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LOT 45

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PER D.B. 402, PG. 530 Δ=90°00'00" R=50.00' L=78.54'

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MEASURED Δ=89°55'25" R=50.00' L=78.47' CB=S70°42'47"E CH=70.66'

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 75'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

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CONCRETE RAMP

AutoCAD SHX Text C/O 4"

AutoCAD SHX Text C/O 4"

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WOOD STAIRS

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8" MASONRY WALL

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ASPHALT PAVEMENT

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CONCRETE WALK

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CONCRETE WALK

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8" MASONRY WALL W/ COLUMNS

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8" MASONRY WALL SURROUNDING CONCRETE RAMP

AutoCAD SHX Text S32°00'24"E 17.72'

AutoCAD SHX Text S24°10'17"E 29.90'

AutoCAD SHX Text S31°18'31"E 12.56'

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LIMITS OF PLAT

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 31.59'

AutoCAD SHX Text N64°14'55"E 50.13'

AutoCAD SHX Text N64°14'55"E 266.46'

AutoCAD SHX Text N25°45'05"W 160.00'

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8" MASONRY WALL

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BUILDING

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RAMP

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CONC

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CONC

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CONC

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CONC

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CONC

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CONC

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CONCRETE

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WALK

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BUILDING

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SET NAIL & DISK LB#3019

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SET NAIL & DISK LB#3019

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CONCRETE

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CONCRETE WALK

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RECOVERED PK NAIL/DISC LB3019

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POINT OF BEGINNING

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WESTERLY EXTENSION NORTH R/W LINE

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NORTH R/W LINE

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EASTERLY EXTENSION SOUTH R/W LINE

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WESTERLY EXTENSION SOUTH R/W LINE

AutoCAD SHX Text 60.02'

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RIOMAR BEACHES BLOCK "A" MAP BOOK 6, PAGE 95

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6' VINYL FNC AROUND DUMPSTER

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TRAFFIC FREE SIGN

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ELEVATION TOP SEAWALL=14.08

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ELEVATION TOP SEAWALL=14.16

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NORTH

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WV

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GAS VALVE

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GUY ANCHOR

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FH

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GV

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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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EB

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DENOTES PC / PT

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IRON PIPE WITH CAP

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CONCRETE MONUMENT

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IRON PIPE

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IRON ROD

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IRON ROD WITH CAP

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EXISTING CONCRETE

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WETLANDS LOCATION

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FD "X"/CUT IN CONCRETE

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PERMANENT CONTROL POINT

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UTILITY POLE

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GA

AutoCAD SHX Text 0.00

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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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TSB

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MAIL BOX

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CLEAN OUT

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TRAFFIC SIGNAL BOX

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TV

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TELEPHONE BOX

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TB

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CABLE TELEVISION BOX

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GM

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GAS METER

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MB

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SSMH

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SANITARY SEWER MANHOLE

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SDMH

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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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RBO

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REUSE BLOWOFF ASSEMBLY

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FIBER OPTIC CABLE BOX

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FOCB

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FIBER OPTIC CABLE MARKER

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FOCM

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TELEPHONE CABLE MARKER

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TPM

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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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UTILITY MANHOLE

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UMH

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FIBER OPTIC CABLE MANHOLE

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FOC

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NAIL & DISK

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IRC

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IR

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IPC

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IP

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CM

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FND

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MW

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ID

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(TYP)

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SEC

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TWP

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RGE

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WITH

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IRON ROD & CAP

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IRON ROD (NO CAP)

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IRON PIPE & CAP

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IRON PIPE (NO CAP)

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CONCRETE MONUMENT

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NAIL & DISK

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FOUND

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MONITORING WELL

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IDENTIFICATION

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TYPICAL

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SECTION

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TOWNSHIP

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RANGE

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ILLEG.

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MB

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PG

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ORB

AutoCAD SHX Text (P)

AutoCAD SHX Text (D)

AutoCAD SHX Text (M)

AutoCAD SHX Text (C)

AutoCAD SHX Text (R)

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(NR)

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STA

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EL

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INV

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ILLEGIBLE

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MAP BOOK

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PAGE

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OFFICIAL RECORDS BOOK

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PLATTED DIMENSION

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DEED DIMENSION

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MEASURED DIMENSION

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CALCULATED DIMENSION

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RADIAL

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NON RADIAL

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STATION

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ELEVATION

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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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VITREOUS CLAY PIPE

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ES

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CV

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IV

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WV

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RV

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WM

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FH

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TC

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ELECTRIC SERVICE

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CHECK VALVE

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IRRIGATION VALVE

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WATER VALVE

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REUSE VALVE

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WATER METER

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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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CLS

AutoCAD SHX Text A/C

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FNC

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EOW

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AutoCAD SHX Text A.E.

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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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CENTERLINE OF SWALE

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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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-FO-

AutoCAD SHX Text -T-

AutoCAD SHX Text -W-

AutoCAD SHX Text -E-

AutoCAD SHX Text -G-

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-TV-

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-FM-

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-OH-

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FP&L CO

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NGVD

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NAVD

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USC & GS

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BURIED FIBER OPTIC CABLE

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BURIED TELEPHONE CABLE

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BURIED WATER LINE

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BURIED ELECTRIC LINE

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BURIED GAS LINE

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BURIED TELEVISION LINE

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BURIED FORCEMAIN

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AERIAL UTILITY LINE

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FLORIDA POWER & LIGHT COMPANY

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NATIONAL GEODETIC VERTICAL DATUM

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NORTH AMERICAN VERTICAL DATUM

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UNITED STATES COAST & GEODETIC SURVEY

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text L

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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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-ST-

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STORM WATER LINE

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CHANGE OF DIRECTION

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LB

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LICENSED BUSINESS

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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 HICKORY TREE

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UK UNKNOWN TREE

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MP MAPLE TREE

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SC SYCAMORE TREE

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TREE SIZE

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(INCHES)

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BREAST HEIGHT

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MULTIPLE TRUNKS

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DIAMETER AT

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TREE

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TYPE

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TREE

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OK24\8

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SYMBOL

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%%UADDITIONAL ABBREVIATIONS-TREE LEGEND

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CB CHINABERRY TREE

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PN SLASH PINE TREE

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PM PALM TREE

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MG MAGNOLIA

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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

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

MEAN HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

=ERO ELEVATION CONTOUR LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

AT FACE OF NE: SEA:ALL

DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

AT FACE OF NE: SEA:ALL

DECEMBER ��, ����

MEAN HI*H HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

COASTAL CONSTRUCTION

CONTROL LINE

�MB ��, P* ���

BENCH MARK#1

ELEVATION = 15.16' (1988 NAVD)

PORTION OF

ASPHALT

TO BE

REMOVED

PROPOSED

APPROXIMATE

LOCATION OF

TEMPORARY

COFFERDAM

APPROXIMATE

LOCATION OF

PROPOSED

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 TEMPORARY CHAINLINK

FENCE TO BE LOCATED AS CLOSE AS

PRACTICABLE TO COFFERDAM - SHOWN

OFFSET FOR CLARITY

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LE*END�

PROPOSEDE;ISTIN*

NOTE:

1. SIGNIFICANT EXPOSED AND BURIED DEBRIS ARE KNOWN TO EXIST WITHIN THE LIMITS OF THE PROPOSED EXCAVATION INCLUDING FOR INSTALLATION OF THE SEAWALL, 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 DESIGNED BY THE CONTRACTOR TO

FACILITATE DEWATERING FOR THE 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.

TEMPORARY CONSTRUCTION CHAINLIN. FENCE

PORTION OF ASPHALT TO BE REMOVED

E;ISTIN* FEATURES TO BE REMOVED �SEE NOTE ��

TEMPORARY COFFERDAM �SEE NOTE � ��

PROPERTY LIMITS

AutoCAD SHX Text 127.65'

AutoCAD SHX Text

EL PORTAL 60.00' RIGHT OF WAY (PER PLAT)

AutoCAD SHX Text

SOUTH ATLANTIC AVENUE 80.00' RIGHT OF WAY (S.R. A-1-A)

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE PER PLAT RAD. = 100'

AutoCAD SHX Text

VINYL SHEET PILING SEAWALL

AutoCAD SHX Text

8" CONC. WALL

AutoCAD SHX Text

8" CONC. WALL

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

BRICK PAVERS

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

8" CONC. WALL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BFP

AutoCAD SHX Text

RIOMAR BEACHES BLOCK "B" MAP BOOK 6, PAGE 95

AutoCAD SHX Text

LOT 1

AutoCAD SHX Text

LOT 2

AutoCAD SHX Text

LOT 3

AutoCAD SHX Text

LOT 4

AutoCAD SHX Text

LOT 27

AutoCAD SHX Text

LOT 28

AutoCAD SHX Text

LOT 29

AutoCAD SHX Text

LOT 30

AutoCAD SHX Text

R/W LINE PER PLAT RAD. = 50'

AutoCAD SHX Text

3' X 3' CONCRETE A/C PAD

AutoCAD SHX Text

CONCRETE PAVERS

AutoCAD SHX Text INTERSECTION EAST RIGHT OF WAY LINE S. ATLANTIC AVENUE AND THE WESTERLY EXTENSION OF THE NORTH LINE LOT 29, BLOCK B RECOVERED NAIL & DISK LB#3019

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text

SOUTH R/W LINE

AutoCAD SHX Text N25°49'40"W

AutoCAD SHX Text 100.05'

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 317.68'

AutoCAD SHX Text S25°01'31"E

AutoCAD SHX Text 99.67'

AutoCAD SHX Text

REFERENCE LINE

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 61.35'

AutoCAD SHX Text

TEMPORARY SAND BAG REVETMENT

AutoCAD SHX Text

LP

AutoCAD SHX Text

ELECTRIC TRANSFORMER

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

WM

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BFP

AutoCAD SHX Text

FIBER OPTIC CABLE RISER

AutoCAD SHX Text

SANITARY MH TOP=14.86'

AutoCAD SHX Text S

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

STAMPED CONCRETE PATIO (TYPICAL)

AutoCAD SHX Text

CONCRETE TABLE (TYPICAL)

AutoCAD SHX Text

GRILL (TYPICAL)

AutoCAD SHX Text

COVERED STAMPED CONCRETE WALK

AutoCAD SHX Text 28.3'

AutoCAD SHX Text 17.05'

AutoCAD SHX Text 11.0'

AutoCAD SHX Text

165.5'(TOTAL)

AutoCAD SHX Text 14.8'

AutoCAD SHX Text 32.0'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text

171.6'(TOTAL)

AutoCAD SHX Text 15.4'

AutoCAD SHX Text

ONE STORY MASONRY BUILDING FINISHED FLOOR ELEVATION=20.55'

AutoCAD SHX Text 1.35'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 1.35'

AutoCAD SHX Text

TWO STORY MASONRY BUILDING FINISHED FLOOR ELEVATION=16.06' #3221

AutoCAD SHX Text

CONCRETE POOL

AutoCAD SHX Text

EROSION AREA

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

BRICK PAVERS

AutoCAD SHX Text

WHEEL STOP (TYPICAL)

AutoCAD SHX Text

HANDRAIL (TYPICAL)

AutoCAD SHX Text S13°21'44"E 26.67'

AutoCAD SHX Text S21°24'08"E 24.02'

AutoCAD SHX Text

MEASURED Δ=89°55'25" R=50.00' L=78.47' CB=N19°12'38"E CH=70.66'

AutoCAD SHX Text S64°14'55"W 50.13'

AutoCAD SHX Text S64°14'55"W 268.79'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 48.06'

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 30.69'

AutoCAD SHX Text S08°33'53"E 9.93'

AutoCAD SHX Text S18°30'04"E 15.81'

AutoCAD SHX Text S12°51'39"E 23.54'

AutoCAD SHX Text N02°36'53"W 2.05'

AutoCAD SHX Text 747.01'

AutoCAD SHX Text

SET NAIL&DISK LB #3019 N:1754142.922 E:664630.857

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 8.2'

AutoCAD SHX Text 6.7'

AutoCAD SHX Text

FLOOD ZONE "X"

AutoCAD SHX Text

FLOOD ZONE "VE" (ELEV 9 FEET)

AutoCAD SHX Text

FLOOD ZONE "VE" (ELEV 10 FEET)

AutoCAD SHX Text

FLOOD ZONE "VE" (ELEV 11 FEET)

AutoCAD SHX Text

FLOOD ZONE "VE" (ELEV 12 FEET)

AutoCAD SHX Text

(VACATED BY COUNTY OF VOLUSIA RESOLUTION IN DB 376, PG 382)

AutoCAD SHX Text

R/W LINE PER PLAT RAD. = 100'

AutoCAD SHX Text

PER D.B. 402, PG. 530 Δ=90°00'00" R=50.00' L=78.54'

AutoCAD SHX Text

R/W LINE PER PLAT RAD. = 50'

AutoCAD SHX Text

OCEAN BOULEVARD

AutoCAD SHX Text

80.00' RIGHT OF WAY

AutoCAD SHX Text

(PER PLAT)

AutoCAD SHX Text

(VACATED BY COUNTY OF VOLUSIA RESOLUTION IN DB 376, PG 382)

AutoCAD SHX Text

LOT 25

AutoCAD SHX Text

LOT 50

AutoCAD SHX Text

LOT 24

AutoCAD SHX Text

LOT 49

AutoCAD SHX Text

LOT 23

AutoCAD SHX Text

LOT 48

AutoCAD SHX Text

LOT 22

AutoCAD SHX Text

LOT 47

AutoCAD SHX Text

LOT 21

AutoCAD SHX Text

LOT 46

AutoCAD SHX Text

PER D.B. 402, PG. 530 Δ=90°00'00" R=50.00' L=78.54'

AutoCAD SHX Text

MEASURED Δ=89°55'25" R=50.00' L=78.47' CB=S70°42'47"E CH=70.66'

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 75'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text C/O 4"

AutoCAD SHX Text C/O 4"

AutoCAD SHX Text

WOOD STAIRS

AutoCAD SHX Text

8" MASONRY WALL

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

8" MASONRY WALL W/ COLUMNS

AutoCAD SHX Text

8" MASONRY WALL SURROUNDING CONCRETE RAMP

AutoCAD SHX Text S32°00'24"E 17.72'

AutoCAD SHX Text S24°10'17"E 29.90'

AutoCAD SHX Text S31°18'31"E 12.56'

AutoCAD SHX Text

LIMITS OF PLAT

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 31.59'

AutoCAD SHX Text N64°14'55"E 50.13'

AutoCAD SHX Text N64°14'55"E 266.46'

AutoCAD SHX Text N25°45'05"W 160.00'

AutoCAD SHX Text

8" MASONRY WALL

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WALK

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

SET NAIL & DISK LB#3019

AutoCAD SHX Text

SET NAIL & DISK LB#3019

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

RECOVERED PK NAIL/DISC LB3019

AutoCAD SHX Text -0

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text

WESTERLY EXTENSION NORTH R/W LINE

AutoCAD SHX Text

NORTH R/W LINE

AutoCAD SHX Text

EASTERLY EXTENSION SOUTH R/W LINE

AutoCAD SHX Text

WESTERLY EXTENSION SOUTH R/W LINE

AutoCAD SHX Text 60.02'

AutoCAD SHX Text

RIOMAR BEACHES BLOCK "A" MAP BOOK 6, PAGE 95

AutoCAD SHX Text

N24°59'03"W 901.98' (TOTAL)

AutoCAD SHX Text N25°25'00"W

AutoCAD SHX Text 99.74'

AutoCAD SHX Text 79-78-A44 N=1753664.398 E=664767.773

AutoCAD SHX Text 79-78-A45 N=1755782.760 E=663868.568

AutoCAD SHX Text N40°37'32"E 195.44'

AutoCAD SHX Text

6' VINYL FNC AROUND DUMPSTER

AutoCAD SHX Text

TRAFFIC FREE SIGN

AutoCAD SHX Text

ELEVATION TOP SEAWALL=14.08

AutoCAD SHX Text

ELEVATION TOP SEAWALL=14.16

MEAN HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

=ERO ELEVATION CONTOUR LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

AT FACE OF NE: SEA:ALL

DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

AT FACE OF NE: SEA:ALL

DECEMBER ��, ����

MEAN HI*H HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

COASTAL CONSTRUCTION

CONTROL LINE

�MB ��, P* ���

BENCH MARK#1

ELEVATION = 15.16' (1988 NAVD)

19 20 21 22 23

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

17 18 26 27 28 PROPOSED COMPOSITE

SHEETPILE WALL

WITH CONCRETE CAP

PROPOSED

CONCRETE

WALKWAY

PROPOSED

CHEMICAL

GROUT

PROPOSED

CHEMICAL

GROUT

.6

8.5'

.8

135.57'

TO CCCL

PROPERTY

LIMITS

PROPERTY

LIMITS

(T Y

P )22'

(TYP)

PROPOSED

6" CURB

PROPOSED COMPOSITE

SHEETPILE WALL WITH

CONCRETE CAP

.4

.4

'2 .9

PROPOSED OFFICIAL

PARKING (TYP)

44.8'

RAMP

92'

PROPOSED

CONCRETE

PLUG & CHEMICAL

GROUT

59.0' 2'

5.1'

PROPOSED COMPOSITE

SHEETPILE WALL WITH

CONCRETE CAP

.0

PROPOSED

UNREINFORCED

CONCRETE

PROPOSED REINFORCED

CONCRETE WITH GRAVEL

STONE BEDDING LAYER

PROPOSED

CONCRETE PLUG

& CHEMICAL

GROUT

PROPOSED

SIDEWALK

SIGN

R11

2.5'

2'

PROPOSED CURB RAMP

W/ DETECTIBLE WARNING

PER FDOT INDEX 304

R43

PROPOSED

BOLLARD (TYP)

(TO BE INSTALLED BY THE COUNTY)

PROPOSED WHITE

THERMOPLASTIC

CENTERLINE

STRIPPING (TYP)

PROPOSED

APPROXIMATE LOCATION OF

TEMPORARY COFFER DAM

FOR DEWATERING

.9

5'

5'

EXISTING

SHEET-PILES

(SEE NOTE 1)

EXISTING

SHEET-PILES

(SEE NOTE 1)

PROPOSED

STAGING

AREA

PROPOSED WHITE

THERMOPLASTIC

PARKING

STRIPPING (TYP)

S

IT

E P

L A

N

C���

SFDOH LQ IHHW

E L P

O R

T A

L V

E H

IC

U

L A

R B

E A

C H

A C

C E

S S

R A

M P

P

O S

T H

U R

R

IC

A N

E R

E P

A

IR

S F

O R

V O

L U

S

IA

C O

U N

T Y

F

L O

R

ID

A

T H

S T R

E E

T V

E R

O B

E A

C H

F

L

C E

R T

IF

IC

A

T E

O F

A U

T H

O R

I= A

T

IO

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

IN

E E

R

IN

A

N D

P L A

N N

IN

à Ã

SHEET

R E

V

D A

T E

N

O T E

S

D R

A F

T E

R

A

N

C H

E C

E

D B

Y

M P

P R

O -E

C T N

O

D A

T E

D R

A

N

C H

A R

L E

S T

F

O N

T A

IN

E

II

I, P

T E

F L O

R

ID

A P

�E

L

IC

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

H

LE*END�

E;ISTIN* �TO REMAIN� PROPOSED

PROPERTY LIMITS

PAR.IN* SPACES

SHEET-PILES �SEE NOTE ��

COMPOSITE SHEETPILE :ALL :ITH CONCRETE CAP

REINFORCED CONCRETE RAMP

UNREINFORCED CONCRETE RAMP

CONCRETE :AL.:AY

CONCRETE PLU* CHEMICAL *ROUT

CHEMICAL *ROUT

PAR.IN* SPACE

�� CURB

CURB RAMP :� DETECTIBLE :ARNIN* PER FDOT INDE; ���

SIDE:AL. SI*N �SEE DETAIL ON SHEET C����

:HITE THERMOPLASTIC CENTERLINE STRIPIN*

:HITE THERMOPLASTIC PAR.IN* STRIPIN*

BOLLARD �TO BE INSTALLED BY COUNTY�

COFFER DAM

CONSTRUCTION STA*IN* AREA �CONSTRUCTION PHASE�

NOTE

1. LOCATION OF EXISTING SHEET-PILES 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.

AutoCAD SHX Text 127.65'

AutoCAD SHX Text

EL PORTAL 60.00' RIGHT OF WAY (PER PLAT)

AutoCAD SHX Text

SOUTH ATLANTIC AVENUE 80.00' RIGHT OF WAY (S.R. A-1-A)

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text

R/W LINE PER PLAT RAD. = 100'

AutoCAD SHX Text

VINYL SHEET PILING SEAWALL

AutoCAD SHX Text

8" CONC. WALL

AutoCAD SHX Text

8" CONC. WALL

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

BRICK PAVERS

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

8" CONC. WALL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

BFP

AutoCAD SHX Text

RIOMAR BEACHES BLOCK "B" MAP BOOK 6, PAGE 95

AutoCAD SHX Text

LOT 1

AutoCAD SHX Text

LOT 2

AutoCAD SHX Text

LOT 3

AutoCAD SHX Text

LOT 4

AutoCAD SHX Text

LOT 5

AutoCAD SHX Text

LOT 27

AutoCAD SHX Text

LOT 28

AutoCAD SHX Text

LOT 29

AutoCAD SHX Text

LOT 30

AutoCAD SHX Text

LOT 31

AutoCAD SHX Text

R/W LINE PER PLAT RAD. = 50'

AutoCAD SHX Text

3' X 3' CONCRETE A/C PAD

AutoCAD SHX Text

CONCRETE PAVERS

AutoCAD SHX Text INTERSECTION EAST RIGHT OF WAY LINE S. ATLANTIC AVENUE AND THE WESTERLY EXTENSION OF THE NORTH LINE LOT 29, BLOCK B RECOVERED NAIL & DISK LB#3019

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text

SOUTH R/W LINE

AutoCAD SHX Text N25°49'40"W

AutoCAD SHX Text 100.05'

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 317.68'

AutoCAD SHX Text S25°01'31"E

AutoCAD SHX Text 99.67'

AutoCAD SHX Text

REFERENCE LINE

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 61.35'

AutoCAD SHX Text

TEMPORARY SAND BAG REVETMENT

AutoCAD SHX Text

LP

AutoCAD SHX Text

ELECTRIC TRANSFORMER

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

WM

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BFP

AutoCAD SHX Text

FIBER OPTIC CABLE RISER

AutoCAD SHX Text

SANITARY MH TOP=14.86'

AutoCAD SHX Text S

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

STAMPED CONCRETE PATIO (TYPICAL)

AutoCAD SHX Text

CONCRETE TABLE (TYPICAL)

AutoCAD SHX Text

GRILL (TYPICAL)

AutoCAD SHX Text

COVERED STAMPED CONCRETE WALK

AutoCAD SHX Text 28.3'

AutoCAD SHX Text 17.05'

AutoCAD SHX Text 11.0'

AutoCAD SHX Text

165.5'(TOTAL)

AutoCAD SHX Text 14.8'

AutoCAD SHX Text 32.0'

AutoCAD SHX Text 12.1'

AutoCAD SHX Text

171.6'(TOTAL)

AutoCAD SHX Text 15.4'

AutoCAD SHX Text

ONE STORY MASONRY BUILDING FINISHED FLOOR ELEVATION=20.55'

AutoCAD SHX Text 1.35'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 1.35'

AutoCAD SHX Text

TWO STORY MASONRY BUILDING FINISHED FLOOR ELEVATION=16.06' #3221

AutoCAD SHX Text

CONCRETE POOL

AutoCAD SHX Text

RECOVERED NAIL & DISK LB #3019

AutoCAD SHX Text

EROSION AREA

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

BRICK PAVERS

AutoCAD SHX Text

WHEEL STOP (TYPICAL)

AutoCAD SHX Text

HANDRAIL (TYPICAL)

AutoCAD SHX Text S13°21'44"E 26.67'

AutoCAD SHX Text S21°24'08"E 24.02'

AutoCAD SHX Text

MEASURED Δ=89°55'25" R=50.00' L=78.47' CB=N19°12'38"E CH=70.66'

AutoCAD SHX Text S64°14'55"W 50.13'

AutoCAD SHX Text S64°14'55"W 268.79'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 48.06'

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 30.69'

AutoCAD SHX Text S08°33'53"E 9.93'

AutoCAD SHX Text S18°30'04"E 15.81'

AutoCAD SHX Text S12°51'39"E 23.54'

AutoCAD SHX Text N02°36'53"W 2.05'

AutoCAD SHX Text 747.01'

AutoCAD SHX Text

SET NAIL&DISK LB #3019 N:1754142.922 E:664630.857

AutoCAD SHX Text 5.2'

AutoCAD SHX Text 3.6'

AutoCAD SHX Text 8.2'

AutoCAD SHX Text 6.7'

AutoCAD SHX Text

FLOOD ZONE "X"

AutoCAD SHX Text

FLOOD ZONE "VE" (ELEV 9 FEET)

AutoCAD SHX Text

FLOOD ZONE "VE" (ELEV 10 FEET)

AutoCAD SHX Text

FLOOD ZONE "VE" (ELEV 11 FEET)

AutoCAD SHX Text

FLOOD ZONE "VE" (ELEV 12 FEET)

AutoCAD SHX Text

(VACATED BY COUNTY OF VOLUSIA RESOLUTION IN DB 376, PG 382)

AutoCAD SHX Text

R/W LINE PER PLAT RAD. = 100'

AutoCAD SHX Text

PER D.B. 402, PG. 530 Δ=90°00'00" R=50.00' L=78.54'

AutoCAD SHX Text

R/W LINE PER PLAT RAD. = 50'

AutoCAD SHX Text

OCEAN BOULEVARD

AutoCAD SHX Text

80.00' RIGHT OF WAY

AutoCAD SHX Text

(PER PLAT)

AutoCAD SHX Text

(VACATED BY COUNTY OF VOLUSIA RESOLUTION IN DB 376, PG 382)

AutoCAD SHX Text

LOT 25

AutoCAD SHX Text

LOT 50

AutoCAD SHX Text

LOT 24

AutoCAD SHX Text

LOT 49

AutoCAD SHX Text

LOT 23

AutoCAD SHX Text

LOT 48

AutoCAD SHX Text

LOT 22

AutoCAD SHX Text

LOT 47

AutoCAD SHX Text

PER D.B. 402, PG. 530 Δ=90°00'00" R=50.00' L=78.54'

AutoCAD SHX Text

MEASURED Δ=89°55'25" R=50.00' L=78.47' CB=S70°42'47"E CH=70.66'

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 75'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text 25'(P)

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text C/O 4"

AutoCAD SHX Text C/O 4"

AutoCAD SHX Text

WOOD STAIRS

AutoCAD SHX Text

8" MASONRY WALL

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

8" MASONRY WALL W/ COLUMNS

AutoCAD SHX Text

8" MASONRY WALL SURROUNDING CONCRETE RAMP

AutoCAD SHX Text S32°00'24"E 17.72'

AutoCAD SHX Text S24°10'17"E 29.90'

AutoCAD SHX Text S31°18'31"E 12.56'

AutoCAD SHX Text

LIMITS OF PLAT

AutoCAD SHX Text N64°14'55"E

AutoCAD SHX Text 31.59'

AutoCAD SHX Text N64°14'55"E 50.13'

AutoCAD SHX Text N64°14'55"E 266.46'

AutoCAD SHX Text N25°45'05"W 160.00'

AutoCAD SHX Text

8" MASONRY WALL

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

WALK

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

SET NAIL & DISK LB#3019

AutoCAD SHX Text

SET NAIL & DISK LB#3019

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

RECOVERED PK NAIL/DISC LB3019

AutoCAD SHX Text -0

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text

WESTERLY EXTENSION NORTH R/W LINE

AutoCAD SHX Text

NORTH R/W LINE

AutoCAD SHX Text

EASTERLY EXTENSION SOUTH R/W LINE

AutoCAD SHX Text

WESTERLY EXTENSION SOUTH R/W LINE

AutoCAD SHX Text 60.02'

AutoCAD SHX Text

RIOMAR BEACHES BLOCK "A" MAP BOOK 6, PAGE 95

AutoCAD SHX Text

N24°59'03"W 901.98' (TOTAL)

AutoCAD SHX Text N25°25'00"W

AutoCAD SHX Text 99.74'

AutoCAD SHX Text 79-78-A44 N=1753664.398 E=664767.773

AutoCAD SHX Text S63°51'34"E 388.36'

AutoCAD SHX Text 79-78-A45 N=1755782.760 E=663868.568

AutoCAD SHX Text N40°37'32"E 195.44'

AutoCAD SHX Text

6' VINYL FNC AROUND DUMPSTER

AutoCAD SHX Text

TRAFFIC FREE SIGN

AutoCAD SHX Text

ELEVATION TOP SEAWALL=14.08

AutoCAD SHX Text

ELEVATION TOP SEAWALL=14.16

BENCH MARK#1

ELEVATION = 15.16'

(1988 NAVD)

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

AT FACE OF NE: SEA:ALL

DECEMBER ��, ����

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 3+99

COASTAL CONSTRUCTION

CONTROL LINE

�MB ��, P* ���

���� HI*HEST ANNUAL TIDE

EL� ����

�NAVD���

MEAN HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

=ERO ELEVATION CONTOUR LINE,

ELEV� ���� FEET �NAVD �����

LOCATED BY DIFFERENTIAL

LEVELIN*, DECEMBER ��, ����

SEASON HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

AT FACE OF NE: SEA:ALL

DECEMBER ��, ����

MEAN HI*H HI*H :ATER LINE,

ELEV� ���� FEET �NAVD �����

14%

M�E�

PROPOSED COMPOSITE

SHEETPILE WALL WITH

CONCRETE CAP

M

�E

M

�E

PROPERTY

LIMITS

PROPERTY

LIMITS

M�E�

M

�E�

PROPOSED

CONCRETE

RAMP

PROPOSED

CONCRETE

WALKWAY

PROPOSED

6" CURB

M�E�

�����M�E�

PROPOSED COMPOSITE

SHEETPILE WALL WITH

CONCRETE CAP

CAP EL. 18.0'

PROPOSED COMPOSITE

SHEETPILE WALL WITH

CONCRETE CAP

CAP EL. 18.90'

�����M�E�

M�E�

�����M�E�

M�E�

PROPOSED CONCRETE

GRADE TRANSITION

(2:1 MAX) TO SIDEWALK

PROPOSED CURB RAMP

W/ DETECTIBLE WARNING

PER FDOT INDEX 304

1.3%

CONSTRUCTION DEBRIS AND NON-BEACH

COMPATIBLE FILL MATERIAL (SEE NOTE 1)

PROPOSED

APPROXIMATE LOCATION OF

TEMPORARY COFFER DAM

FOR DEWATERING

E L E

V A

T

IO

N

IN

F E

E T N

A V

D

PROFILE

DISTANCE IN FEET

14%

CONCRETE RAMP

E;ISTIN*

*RADE

MH:L �����

NAVD

REINFORCED

CONCRETE

:ITH *RAVEL

STONE BEDDIN* LAYER

UNREINFORCED

CONCRETE

M�E� 1.3%

��� BEDDIN* LAYER

ACTUAL *RADE MAY VARY

BASED UPON E;CAVATED

4UANTITY OF BEACH

COMPATIBLE MATERIAL

E;ISTIN*…