Exhibit_D_-_Construction_Plans_26-B-129CW.pdf

PDF 4 MB Posted Sep 25, 2026

Attached to: River Beach Drive Vehicular Beach Access Ramp Reconstruction Project
Solicitation number: 26-B-129CW
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Sep 30, 2026

This is a construction plan document for Volusia County, Florida, detailing the River Beach Drive Vehicular Beach Access Ramp reconstruction project located at 301 River Beach Drive, Ormond Beach, Florida. The project involves removing the existing damaged vehicular beach access ramp destroyed during Hurricane Ian and constructing a new slab-on-grade ramp with associated infrastructure. The work scope includes demolition of the existing damaged ramp, concrete sidewalk, coquina riprap, and exposed and buried storm debris; construction of a new composite sheet-pile seawall with concrete cap, reinforced concrete vehicular ramp, concrete walkway, bulkhead at the toe of the ramp, curbing, and site restoration including landscaping with sea oats. The project site is bounded by commercial and residential properties east of State Road A1A, with construction access and staging areas designated on River Beach Drive. The design plans, prepared by Coastal Environmental Civil Engineering and Planning and certified by Charles T. Fontaine III, P.E., incorporate geotechnical engineering guidance and comply with Florida Building Code standards and coastal construction requirements established by the Florida Department of Environmental Protection authorization and local building permits.

The contractor shall furnish all labor, equipment, and materials required for the work and must comply with all terms and conditions of the FDEP authorization and building permits. The contractor is responsible for obtaining all necessary permits including excavation/fill permits, dewatering permits, and other approvals from governing authorities, and must schedule and obtain required inspections from each jurisdictional agency. Prior to construction, the contractor must meet on-site with the engineer to verify construction access locations, design details, and construction methods. The contractor shall install performance-based erosion and sediment control best management practices in accordance with Florida Administrative Code and maintain these measures during and after construction to prevent adverse impacts to water resources. Significant exposed and buried debris are known to exist within the excavation limits, and the contractor shall remove all debris as required by the drawings and technical specifications. A geotechnical engineer retained by the contractor shall provide on-site inspections during excavation and fill operations with testing documentation to verify required compaction criteria, and the contractor is responsible for providing soil testing to ensure sufficient soil densities per the geotechnical investigation report. Upon project completion, the contractor shall provide the owner and engineer with complete as-built drawings certified by a licensed Florida land surveyor.

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Other files

File	Type	Posted
River_Beach_Drive_Vehicular_Beach_Access_Ramp_Reconstruction_Project.pdf	PDF	Sep 29, 2026
Exhibit_B_-_PRIME-SUB_FORM_for_Contractors_26-B-129CW.xls	XLS spreadsheet	Sep 25, 2026
Exhibit_C_-_Insurance_Requirements_26-B-129IF_River_Beah_Drive_Beach_Access_Ramp.pdf	PDF	Sep 25, 2026
Exhibit_F_-_Sales_Tax_Exemption_Procedures.pdf	PDF	Sep 25, 2026
Exhibit_L_-_Payment_and_Performance_Bond.pdf	PDF	Sep 25, 2026
Exhibit_A_-_Draft_Contract_26-B-129CW_Construction_Contract,_Non-FDOT_07242026_ADA.docx	DOCX document	Sep 25, 2026
Exhibit_E_-_Technical_Specifications_26-B-129CW.pdf	PDF	Sep 25, 2026
Exhibit_H_-_Geotechnical_Data_Report_26-B-129CW.pdf	PDF	Sep 25, 2026
Exhibit_I_-_Signed_Survey_26-B-129CW.pdf	PDF	Sep 25, 2026
Exhibit_J_-_FDEP_Permit_26-B-129CW.pdf	PDF	Sep 25, 2026
Exhibit_G_-_Federal_Contract_Provisions.pdf	PDF	Sep 24, 2026

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PROJECT SITE

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LAT N029° 16' 43.81"

LONG W081° 01' 56.87"

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O:NER � APPLICANT

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COASTAL DIVISION

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

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BY THE COUNTY FROM THE FLORIDA DEPARTMENT OF

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

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:ATER SURVEY� DATED DECEMBER ��, ��

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EXISTING CONDITIONS & SURVEY NOTES

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

SURVEY BY SLIGER & ASSOCIATES, INC. - DATED DECEMBER 19, 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 DERIVING A

BEARING OF S65°53'56"W, ALONG THE NORTHERLY PROPERTY LINE.

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. HOWEVER, EXISTING PVC PIPE WAS LOCATED AS SHOWN ON

THE PLANS.

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.

DEMOLITION NOTES

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

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 PLUG & CHEMICAL GROUT: THE CONTRACTOR SHALL FORM AND POUR A CONCRETE PLUG BETWEEN THE NEW SHEET PILES AND THE EXISTING NEIGHBORING SEAWALL TO A MINIMUM ELEVATION OF +0.9 FT NAVD, TO CLOSE THE GAP AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL EXTEND THE PLUG TO ELEVATION -9.1 FT NAVD BY USE OF A SINGLE COMPONENT URETHANCE SATURATION GROUT. FDOT D-3 NON-WOVEN GEOTEXTILE FABRIC SHALL BE INSTALLED AGAINST THE LANDWARD FACE OF THE PLUG. FILTER FABRIC SHALL EXTEND TO

ELEVATION +0.9 FT-NAVD.

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 C6.2.

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 SERVICE AND SANITARY SEWER SERVICE AT THE PROJECT SITE IS PROVIDED BY CITY OF ORMOND

BEACH, 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 ORMOND

BEACH SERVICES DEPARTMENT (386-676-3220), 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 ORMOND 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.

15. THE CONTRACTOR SHALL LOCATE OF ALL UTILITIES WITHIN THE PROJECT SITE AND CONTACT THE ENGINEER

AND UTILITY DEPARTMENT IF ANY CONFLICTS ARE ENCOUNTERED.

GENERAL NOTES

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

PART OF THESE DRAWINGS. 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 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), 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 HAVE TO BE DISTURBED 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: HELICAL ANCHOR AND STRUCTURE LOCATIONS, 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.

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

LANDSCAPING NOTES

1. ALL PROPOSED PLANT MATERIAL USED ON SITE SHALL BE FLORIDA GRADE A NUMBER 1 OR BETTER, IN

ACCORDANCE WITH "GRADES AND STANDARDS FOR NURSERY PLANTS' PUBLISHED BY THE FLORIDA

DEPARTMENT OF AGRICULTURE.

2. ALL PLANT MATERIAL ARE SUBJECT TO THE ACCEPTANCE OF THE COUNTY AND ENGINEER, BEFORE, DURING, AND AFTER INSTALLATION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THE DRAWINGS

BEFORE PRICING AND PERFORMING THE WORK.

4. THE CONTRACTOR SHALL ENSURE THAT ALL PLANTINGS RECEIVE ADEQUATE WATER DURING INSTALLATION

AND DURING THE PLANT WARRANTY PERIOD OF ONE HUNDRED EIGHTY (180) DAYS.

5. THE CONTRACTOR SHALL PROVIDE AND INSTALL SEA OATS (UNIOLA PANICULATA) WHERE SHOWN ON THE

DRAWINGS.

6. SEEDS AND/OR CUTTINGS FOR ALL SEA OATS SHALL ORIGINATE FROM THE FLORIDA PENINSULA, PREFERABLY FROM EASTERN OR SOUTHEASTERN FLORIDA. THE ROOT BALL SHALL BE NO LESS THAN 1"X1"X2.5" DEPTH. THE PLANTS SHALL HAVE A FULLY DEVELOPED ROOT BALL WITH WHITE OR LIGHT BEIGE ROOTS. BROWN, BLACK OR ROTTING ROOT BALLS SHALL BE REJECTED. UNIOLA PANICULATA LINERS SHALL BE MULTI-STEMMED

PLANTS (AT LEAST 2 STEMS).

PM10

PM11

PM12

PM13

PM14

PM15

PM7

PM7 PM9

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 ��, ��

BENCH MARK #1

ELEVATION = 12.75'

(1988 NAVD)

SET NAIL&DISK

LB #3019

N:1797600.46 E:645629.19

BENCH MARK #2

ELEVATION = 12.96'

(1988 NAVD)

SET NAIL&DISK

LB #3019

N:1797644.20 E:645718.63

MEAN HI*H HI*H :ATER LINE,

ELEV� �� FEET �NAVD ��

O N

C��

E R

B E

A C

H D

E V

E H

L A

R B

E A

C H

A C

C E

S S

R A

M P

O S

T H

U R

A N

E R

E P

S F

O R

V O

L U

C O

U N

T Y

L O

T H

S T R

E E

T V

E R

O B

E A

C H

C E

R T

T E

O F

A U

T H

O R

I= A

N N

U M

B E

C O

A S

N M

E N

T A

E N

E E

N D

P L A

N N

Ã Ã

SHEET

R E

D A

T E

O T E

D R

A F

T E

C H

E C

D B

M P

P R

O -E

C T N

D A

T E

D R

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

�E

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

SFDOH LQ IHHW

LEGEND:

S D

E U

ABBREVIATIONS:

NOTE

1. EXISTING CONDITIONS AND EXISTING DATA ARE FROM

A SURVEY BY SLIGER & ASSOCIATES, INC. & TITLED

"TOPOGRAPHIC AND TIDAL WATER SURVEY" DATED

DECEMBER 19, 2024.

2. PIPE APPROXIMATE LOCATION AS OBSERVED BY

COUNTY STAFF. EXISTING 6" PVC STORM DRAIN PIPE

SHOWN ON THIS PLAN WAS NOT LOCATED BY

SURVEYOR.

AutoCAD SHX Text N24°06'04"W 105.00'(D)

AutoCAD SHX Text S65°54'26"W 290.00'(D)

AutoCAD SHX Text N69°06'04"W 14.14'(D&M)

AutoCAD SHX Text

ORB 7459, PG 2404 S 15' LOT 1 AND ALL OF LOT2

AutoCAD SHX Text

ORB 8495, PG 3387 LOTS 13 AND 14, BLK 2 N 15' OF COLUMBIA AVENUE

AutoCAD SHX Text D

AutoCAD SHX Text

RIVER BEACH DRIVE (30' R/W PER PLAT)(45' R/W MEAS.)

AutoCAD SHX Text

BOSTROM'S LOWER ORMOND BEACH BLOCK 2 PLAT BOOK 1, PAGE 72 PLAT BOOK 12, PAGE 37

AutoCAD SHX Text

ORMOND SHORES BLOCK F PLAT BOOK 11, PAGE 199

AutoCAD SHX Text

ORMOND BEACH PARK SUB BLOCK H PLAT BOOK 6, PAGE 31

AutoCAD SHX Text BOSTROM'S LOWER ORMOND BEACH BLOCK 3 PLAT BOOK 1, PAGE 72 (PLAT BOOK 12, PAGE 37)

AutoCAD SHX Text S65°53'56"W 290.00'(M)

AutoCAD SHX Text S65°53'56"W 249.78'(M)

AutoCAD SHX Text

FOUND 1" IRON PIPE & CAP RLS #4002

AutoCAD SHX Text

FOUND 5/8" IRON ROD & CAP LB #2103

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text OCEAN SHORE BOULEVARD (S.R. A-1-A) 80.00' RIGHT OF WAY (FDOT R/W MAP SECTION 79080-2504)

AutoCAD SHX Text S22°39'59"E 945.01'

AutoCAD SHX Text 650.81'

AutoCAD SHX Text

COASTAL CONSTRUCTION CONTROL LINE (MB 30, PG 20)

AutoCAD SHX Text 45.16'

AutoCAD SHX Text 245.92'

AutoCAD SHX Text N20°53'56"E 14.14'(M)

AutoCAD SHX Text

2 STORY FRAME RESIDENCE #533

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

1 STORY FRAME RESIDENCE

AutoCAD SHX Text

AutoCAD SHX Text -0

AutoCAD SHX Text

POOL

AutoCAD SHX Text

CONCRETE DECK

AutoCAD SHX Text

CONCRETE SEAWALL W/ HANDRAIL

AutoCAD SHX Text

TEMPORARY SANDBAG REVETMENT

AutoCAD SHX Text 4"x4" WOOD POST W/ SIGN NO VEHICLE BEYOND THIS POST (TYPICAL)

AutoCAD SHX Text

STEPS

AutoCAD SHX Text D

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

COQUINA RIPRAP

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "VE"(EL 10)

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "VE"(EL 10)

AutoCAD SHX Text

DUMPSTER ENCLOSURE

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

BALCONY

AutoCAD SHX Text

BUILDING 2ND STORY

AutoCAD SHX Text

LATTICE SCREEN

AutoCAD SHX Text STORM MH TOP=10.46' W.INV.=5.03' 18" RCP SE.INV.=6.41' 18" HDPE NW.INV=6.36' 14"x20" ERCP

AutoCAD SHX Text

CURB INLET TOP=10.59' INVERTS INACCESSIBLE FULL OF SAND

AutoCAD SHX Text

CURB INLET TOP=11.21' INVERTS INACCESSIBLE FULL OF SAND

AutoCAD SHX Text

STORM MH TOP=12.84' INVERTS INACCESSIBLE FULL OF WATER

AutoCAD SHX Text

CONCRETE JERSEY BARRIER

AutoCAD SHX Text S65°53'56"W 57.08'(M)

AutoCAD SHX Text S65°53'56"W 29.56'

AutoCAD SHX Text S65°53'56"W 15.89'(M)

AutoCAD SHX Text S16°55'41"W 5.42'(M)

AutoCAD SHX Text S21°53'13"E 18.08'(M)

AutoCAD SHX Text S28°53'03"W 21.79'(M)

AutoCAD SHX Text S20°22'23"E 3.01'

AutoCAD SHX Text S17°43'49"E 21.91'

AutoCAD SHX Text S34°57'28"W 20.76'

AutoCAD SHX Text

APPROXIMATE LOCATION OF 6" PVC STORM DRAIN PIPE (SEE NOTE 2)

AutoCAD SHX Text

NORTH

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

DENOTES PC / PT

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

EXISTING CONCRETE

AutoCAD SHX Text

WETLANDS LOCATION

AutoCAD SHX Text

FD "X"/CUT IN CONCRETE

AutoCAD SHX Text

PERMANENT CONTROL POINT

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

AutoCAD SHX Text 0.00

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

TSB

AutoCAD SHX Text

MAIL BOX

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

TRAFFIC SIGNAL BOX

AutoCAD SHX Text

TELEPHONE BOX

AutoCAD SHX Text

CABLE TELEVISION BOX

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

SSMH

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

SDMH

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

RBO

AutoCAD SHX Text

REUSE BLOWOFF ASSEMBLY

AutoCAD SHX Text

FIBER OPTIC CABLE BOX

AutoCAD SHX Text

FOCB

AutoCAD SHX Text

FIBER OPTIC CABLE MARKER

AutoCAD SHX Text

FOCM

AutoCAD SHX Text

TELEPHONE CABLE MARKER

AutoCAD SHX Text

TPM

AutoCAD SHX Text

FIBER OPTIC CABLE VAULT

AutoCAD SHX Text

FOCV

AutoCAD SHX Text

SSV

AutoCAD SHX Text

HHE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

EXISTING ELEVATION

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

EMH

AutoCAD SHX Text

UTILITY MANHOLE

AutoCAD SHX Text

UMH

AutoCAD SHX Text

FIBER OPTIC CABLE MANHOLE

AutoCAD SHX Text

FOC

AutoCAD SHX Text

NAIL & DISK

AutoCAD SHX Text W/

AutoCAD SHX Text

IRC

AutoCAD SHX Text

IPC

AutoCAD SHX Text

AutoCAD SHX Text N&D

AutoCAD SHX Text

FND

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

SEC

AutoCAD SHX Text

TWP

AutoCAD SHX Text

RGE

AutoCAD SHX Text

WITH

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

CONCRETE MONUMENT

AutoCAD SHX Text

NAIL & DISK

AutoCAD SHX Text

FOUND

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

IDENTIFICATION

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

TOWNSHIP

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

ILLEG.

AutoCAD SHX Text

ORB

AutoCAD SHX Text (P)

AutoCAD SHX Text (D)

AutoCAD SHX Text (M)

AutoCAD SHX Text (C)

AutoCAD SHX Text (R)

AutoCAD SHX Text

(NR)

AutoCAD SHX Text

STA

AutoCAD SHX Text

INV

AutoCAD SHX Text C

AutoCAD SHX Text

ILLEGIBLE

AutoCAD SHX Text

MAP BOOK

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

OFFICIAL RECORDS BOOK

AutoCAD SHX Text

PLATTED DIMENSION

AutoCAD SHX Text

DEED DIMENSION

AutoCAD SHX Text

MEASURED DIMENSION

AutoCAD SHX Text

CALCULATED DIMENSION

AutoCAD SHX Text

RADIAL

AutoCAD SHX Text

NON RADIAL

AutoCAD SHX Text

STATION

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

SAN

AutoCAD SHX Text

MES

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

RCP

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CPP

AutoCAD SHX Text

VCP

AutoCAD SHX Text

SANITARY

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

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

VITREOUS CLAY PIPE

AutoCAD SHX Text

ELECTRIC SERVICE

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

IRRIGATION VALVE

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

REUSE VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

TOP COVER

AutoCAD SHX Text

TSP

AutoCAD SHX Text R/W

AutoCAD SHX Text

TOB

AutoCAD SHX Text

TOE

AutoCAD SHX Text

CLS

AutoCAD SHX Text A/C

AutoCAD SHX Text

FNC

AutoCAD SHX Text

EOW

AutoCAD SHX Text U.E.

AutoCAD SHX Text A.E.

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

GUY ANCHOR

AutoCAD SHX Text

TRAFFIC SIGNAL POLE

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

CENTERLINE OF SWALE

AutoCAD SHX Text

AIR CONDITIONER

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

UTILITY EASEMENT

AutoCAD SHX Text

ACCESS EASEMENT

AutoCAD SHX Text

-FO-

AutoCAD SHX Text -T-

AutoCAD SHX Text -W-

AutoCAD SHX Text -E-

AutoCAD SHX Text -G-

AutoCAD SHX Text

-TV-

AutoCAD SHX Text

-FM-

AutoCAD SHX Text

-OH-

AutoCAD SHX Text

FP&L CO

AutoCAD SHX Text

NGVD

AutoCAD SHX Text

NAVD

AutoCAD SHX Text

USC & GS

AutoCAD SHX Text

BURIED FIBER OPTIC CABLE

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

BURIED TELEVISION LINE

AutoCAD SHX Text

BURIED FORCEMAIN

AutoCAD SHX Text

AERIAL UTILITY LINE

AutoCAD SHX Text

FLORIDA POWER & LIGHT COMPANY

AutoCAD SHX Text

NATIONAL GEODETIC VERTICAL DATUM

AutoCAD SHX Text

NORTH AMERICAN VERTICAL DATUM

AutoCAD SHX Text

UNITED STATES COAST & GEODETIC SURVEY

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text

CENTRAL ANGLE

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

ARC LENGTH

AutoCAD SHX Text

CHORD BEARING

AutoCAD SHX Text

CHORD DISTANCE

AutoCAD SHX Text

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

AutoCAD SHX Text

RESIDENCE

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

FDOT

AutoCAD SHX Text

FLORIDA DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

GLM

AutoCAD SHX Text

GAS LINE MARKER

AutoCAD SHX Text

-ST-

AutoCAD SHX Text

STORM WATER LINE

AutoCAD SHX Text

CHANGE OF DIRECTION

AutoCAD SHX Text

LICENSED BUSINESS

AutoCAD SHX Text

BH BIRCH TREE

AutoCAD SHX Text

OK OAK TREE

AutoCAD SHX Text

SG SWEET GUM TREE

AutoCAD SHX Text

HK HICKORY TREE

AutoCAD SHX Text

UK UNKNOWN TREE

AutoCAD SHX Text

MP MAPLE TREE

AutoCAD SHX Text

SC SYCAMORE TREE

AutoCAD SHX Text

TREE SIZE

AutoCAD SHX Text

(INCHES)

AutoCAD SHX Text

BREAST HEIGHT

AutoCAD SHX Text

MULTIPLE TRUNKS

AutoCAD SHX Text

DIAMETER AT

AutoCAD SHX Text

TREE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

OK24\8

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text

%%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

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

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

PM11

PM12

PM13

PM14

PM15

PM7

PM7 PM9

MEAN HI*H :ATER 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 ��, ��

12.13 12.50

12.1511.44

BENCH MARK #1

ELEVATION = 12.75' (1988 NAVD)

SET NAIL&DISK

LB #3019

N:1797600.46 E:645629.19

BENCH MARK #2

ELEVATION = 12.96' (1988 NAVD)

SET NAIL&DISK

LB #3019

N:1797644.20 E:645718.63

MEAN HI*H HI*H :ATER LINE,

ELEV� �� FEET �NAVD ��

COASTAL CONSTRUCTION

CONTROL LINE �MB ��, P* ��

PORTION OF

ASPHALT

TO BE

REMOVED

CONCRETE

JERSEY BARRIER

TO BE REMOVED

CONCRETE SIDEWALK

TO BE REMOVED

PORTION OF COQUINA RIP RAP

TO BE REMOVED, PRESERVE, STOCKPILE,

& RELOCATE (SEE SHEET C4.0)

CONCRETE

WALL

TO BE

REMOVED

PROPOSED APPROXIMATE

LOCATION OF TEMPORARY

COFFERDAM FOR DEWATERING

FENCE & FENCE

POST TO BE

REMOVED (TYP)

EXISTING 6"

PVC PIPE

TO BE REMOVED

CAP PIPE AT

ROW LIMITS

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

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

LIMITS OF EXISTING

FEATURES TO BE

REMOVED

(SEE NOTE 1)

PROPOSED 6" PVC

CLEANOUT, 6" PVC

VERTICAL PIPE AND

6" 90° BEND AT

CONNECTION TO

PIPE CUT CLEAN CUT

EXISTING PIPE

AT ROW LIMITS

D E

M O

R O

N C

O N

T R

O L P

L A

C��

E R

B E

A C

H D

E V

E H

L A

R B

E A

C H

A C

C E

S S

R A

M P

O S

T H

U R

A N

E R

E P

S F

O R

V O

L U

C O

U N

T Y

L O

T H

S T R

E E

T V

E R

O B

E A

C H

C E

R T

T E

O F

A U

T H

O R

I= A

N N

U M

B E

C O

A S

N M

E N

T A

E N

E E

N D

P L A

N N

Ã Ã

SHEET

R E

D A

T E

O T E

D R

A F

T E

C H

E C

D B

M P

P R

O -E

C T N

D A

T E

D R

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

�E

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

SFDOH LQ IHHW

��LE*END�

PROPOSED

PORTION OF ASPHALT TO BE REMOVED

CONCRETE SIDE:AL. TO BE REMOVED

CONCRETE -ERSEY BARRIER TO BE REMOVED

PORTION OF CO4UINA RIP RAP TO BE REMOVED

CONCRETE :ALL TO BE REMOVED

FENCE FENCE POST TO BE REMOVED

PVC PIPE TO BE REMOVED

CHAINLIN. FENCE

�� PVC TO BE REMOVED :ITHIN RO: LIMITS

TEMPORARY COFFERDAM �SEE NOTE � ��

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

E;ISTIN*

PROPERTY LIMITS

PVC PIPE

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 COFFERDAM.

AutoCAD SHX Text N24°06'04"W 105.00'(D)

AutoCAD SHX Text S65°54'26"W 290.00'(D)

AutoCAD SHX Text N69°06'04"W 14.14'(D&M)

AutoCAD SHX Text

ORB 7459, PG 2404 S 15' LOT 1 AND ALL OF LOT2

AutoCAD SHX Text

ORB 8495, PG 3387 LOTS 13 AND 14, BLK 2 N 15' OF COLUMBIA AVENUE

AutoCAD SHX Text D

AutoCAD SHX Text

RIVER BEACH DRIVE (30' R/W PER PLAT)(45' R/W MEAS.)

AutoCAD SHX Text

BOSTROM'S LOWER ORMOND BEACH BLOCK 2 PLAT BOOK 1, PAGE 72 PLAT BOOK 12, PAGE 37

AutoCAD SHX Text

ORMOND SHORES BLOCK F PLAT BOOK 11, PAGE 199

AutoCAD SHX Text

ORMOND BEACH PARK SUB BLOCK H PLAT BOOK 6, PAGE 31

AutoCAD SHX Text BOSTROM'S LOWER ORMOND BEACH BLOCK 3 PLAT BOOK 1, PAGE 72 (PLAT BOOK 12, PAGE 37)

AutoCAD SHX Text S65°53'56"W 290.00'(M)

AutoCAD SHX Text S65°53'56"W 249.78'(M)

AutoCAD SHX Text

FOUND 1" IRON PIPE & CAP RLS #4002

AutoCAD SHX Text

FOUND 5/8" IRON ROD & CAP LB #2103

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text OCEAN SHORE BOULEVARD (S.R. A-1-A) 80.00' RIGHT OF WAY (FDOT R/W MAP SECTION 79080-2504)

AutoCAD SHX Text S22°39'59"E 945.01'

AutoCAD SHX Text 650.81'

AutoCAD SHX Text N72°25'39"E 114.45'

AutoCAD SHX Text S23°06'45"E 1064.87'

AutoCAD SHX Text

COASTAL CONSTRUCTION CONTROL LINE (MB 30, PG 20)

AutoCAD SHX Text 45.16'

AutoCAD SHX Text 245.92'

AutoCAD SHX Text N20°53'56"E 14.14'(M)

AutoCAD SHX Text

2 STORY FRAME RESIDENCE #533

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

1 STORY FRAME RESIDENCE

AutoCAD SHX Text

POOL

AutoCAD SHX Text

CONCRETE DECK

AutoCAD SHX Text

CONCRETE SEAWALL W/ HANDRAIL

AutoCAD SHX Text

TEMPORARY SANDBAG REVETMENT

AutoCAD SHX Text 4"x4" WOOD POST W/ SIGN NO VEHICLE BEYOND THIS POST (TYPICAL)

AutoCAD SHX Text

STEPS

AutoCAD SHX Text D

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

COQUINA RIPRAP

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "VE"(EL 10)

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "VE"(EL 10)

AutoCAD SHX Text

DUMPSTER ENCLOSURE

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

BALCONY

AutoCAD SHX Text

BUILDING 2ND STORY

AutoCAD SHX Text

LATTICE SCREEN

AutoCAD SHX Text STORM MH TOP=10.46' W.INV.=5.03' 18" RCP SE.INV.=6.41' 18" HDPE NW.INV=6.36' 14"x20" ERCP

AutoCAD SHX Text

CURB INLET TOP=10.59' INVERTS INACCESSIBLE FULL OF SAND

AutoCAD SHX Text

CURB INLET TOP=11.21' INVERTS INACCESSIBLE FULL OF SAND

AutoCAD SHX Text

STORM MH TOP=12.84' INVERTS INACCESSIBLE FULL OF WATER

AutoCAD SHX Text S65°53'56"W 57.08'(M)

AutoCAD SHX Text S65°53'56"W 29.56'

AutoCAD SHX Text S65°53'56"W 15.89'(M)

AutoCAD SHX Text S16°55'41"W 5.42'(M)

AutoCAD SHX Text S21°53'13"E 18.08'(M)

AutoCAD SHX Text S28°53'03"W 21.79'(M)

PM11

PM12

PM13

PM14

PM15

PM7

PM7 PM9

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 ��, ��

12.13 12.50

12.1511.44

BENCH MARK #1

ELEVATION = 12.75' (1988 NAVD)

SET NAIL&DISK

LB #3019

N:1797600.46 E:645629.19

BENCH MARK #2

ELEVATION = 12.96' (1988 NAVD)

SET NAIL&DISK

LB #3019

N:1797644.20 E:645718.63

MEAN HI*H HI*H :ATER LINE,

ELEV� �� FEET �NAVD ��

COASTAL CONSTRUCTION

CONTROL LINE �MB ��, P* ��

WM WM WM WM WM WM

WM WM WM

PROPOSED SHEET PILE

BULKHEAD AND

VEHICULAR RAMP

PROPOSED REINFORCED

CONCRETE RAMP WITH

GRAVEL STONE BEDDING LAYER

PROPOSED CONCRETE

PLUG & CHEMICAL

GROUT

PROPERTY

LIMITS

PROPERTY

LIMITS

PROPERTY

LIMITS

PROPERTY

LIMITS

PROPOSED

CONCRETE

WALKWAY

PROPOSED

6" CURB

(TYP)

PROPOSED

REGRADING

AND PLANTING

PROPOSED

UNREINFORCED

CONCRETE

PROPOSED

CONCRETE

TRANSITION

PROPOSED

SIDEWALK SIGN

(DETAIL ON SHEET C6.3)

CAP AND ABANDON

EXISTING ONSITE PVC PIPE

IN EXISTING STORM MH

PROPOSED 1" PVC

WATER SERVICE LINE

PROPOSED

SHOWER

EXISTING

WATER

METER

(TO REMAIN)

PROPOSED

GRAVITY WALL

PROPOSED

GUARDRAIL

PROPOSED

RELOCATED

RIP RAP PLACED

ON TOP OF PROPOSED

CONCRETE WALKWAY

PROPOSED APPROXIMATE

LOCATION OF TEMPORARY

COFFER DAM FOR DEWATERING

PROPOSED

CONSTRUCTION

STAGING AREA

EXISTING CONCRETE DECK

& RETAINING WALL (TO REMAIN)

PROPOSED WHITE

DURABLE PAINT

CENTERLINE STRIPING

PROPOSED WHITE

DURABLE PAINT

PARKING STRIPING

49.0'

66.5'

51.2'

120.60'

TO CCCL

184.96'

39.9' 4.6'

29.4' 20.9'

169° 168°

PROPOSED 6" PVC

CLEANOUT, 6" PVC

VERTICAL PIPE AND

CONNECTION TO 6"

90° BEND PIPE CUT

PROPOSED 2" PVC

WITH 1" PVC WATER

SERVICE LINE

PROPOSED

FLOWABLE

FILL

(SEE NOTE 3)

E P

L A

C��

SFDOH LQ IHHW

E R

B E

A C

H D

E V

E H

L A

R B

E A

C H

A C

C E

S S

R A

M P

O S

T H

U R

A N

E R

E P

S F

O R

V O

L U

C O

U N

T Y

L O

T H

S T R

E E

T V

E R

O B

E A

C H

C E

R T

T E

O F

A U

T H

O R

I= A

N N

U M

B E

C O

A S

N M

E N

T A

E N

E E

N D

P L A

N N

Ã Ã

SHEET

R E

D A

T E

O T E

D R

A F

T E

C H

E C

D B

M P

P R

O -E

C T N

D A

T E

D R

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

�E

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

LE*END�

E;ISTIN* PROPOSED

PROPERTY LIMITS

:ATER METER �TO REMAIN�

PAR.IN* SPOT

�� PVC PIPE

CONCRETE DEC. RETAININ* :ALL �TO REMAIN�

SHEETPILE BUL.HEAD :ITH CONCRETE CAP

REINFORCED CONCRETE RAMP

UNREINFORCED CONCRETE

CONCRETE :AL.:AY

CONCRETE PLU* CHEMICAL *ROUT

�� PVC PIPE :ATER LINE

*UARDRAIL

SHO:ER

SI*N

*RAVITY :AL

�� CURB

NATIVE PLANTIN* AREA

RELOCATED RIP RAP

:HITE DURABLE PAINT CENTERLINE STRIPIN*

:HITE DURABLE PAINT PAR.IN* STRIPIN*

TEMPORARY COFFER DAM �SEE NOTES � ��

CONSTRUCTION STA*IN* AREA �CONSTRUCTION PHASE�

FLO:ABLE FILL �SEE NOTE ��

NOTE

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

CONTRACTOR.

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

710 PAINT PAVEMENT MARKINGS.

3. CONTRACTOR TO INSTALL FLOWABLE FILL OR CONCRETE TO FILL VOID SPACE BETWEEN

EXISTING AND PROPOSED WALL UP TO THE BOTTOM OF THE PROPOSED CONCRETE SIDEWALK

AND CONCRETE CAP.

WM WM WM

AutoCAD SHX Text N24°06'04"W 105.00'(D)

AutoCAD SHX Text S65°54'26"W 290.00'(D)

AutoCAD SHX Text N69°06'04"W 14.14'(D&M)

AutoCAD SHX Text

ORB 7459, PG 2404 S 15' LOT 1 AND ALL OF LOT2

AutoCAD SHX Text

ORB 8495, PG 3387 LOTS 13 AND 14, BLK 2 N 15' OF COLUMBIA AVENUE

AutoCAD SHX Text

LOTS 3, 4,+5, BLK 3 BOSTROM'S LOWER ORMOND BEACH MAP BOOK 9, PAGE 216

AutoCAD SHX Text D

AutoCAD SHX Text

RIVER BEACH DRIVE (30' R/W PER PLAT)(45' R/W MEAS.)

AutoCAD SHX Text

BOSTROM'S LOWER ORMOND BEACH BLOCK 2 PLAT BOOK 1, PAGE 72 PLAT BOOK 12, PAGE 37

AutoCAD SHX Text

ORMOND SHORES BLOCK F PLAT BOOK 11, PAGE 199

AutoCAD SHX Text

ORMOND BEACH PARK SUB BLOCK H PLAT BOOK 6, PAGE 31

AutoCAD SHX Text

GEORGE S WITMER'S RE-SUB MAP BOOK 9, PAGE 240

AutoCAD SHX Text BOSTROM'S LOWER ORMOND BEACH BLOCK 3 PLAT BOOK 1, PAGE 72 (PLAT BOOK 12, PAGE 37)

AutoCAD SHX Text S65°53'56"W 290.00'(M)

AutoCAD SHX Text S65°53'56"W 249.78'(M)

AutoCAD SHX Text

FOUND 1" IRON PIPE & CAP RLS #4002

AutoCAD SHX Text

FOUND 5/8" IRON ROD & CAP LB #2103

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text OCEAN SHORE BOULEVARD (S.R. A-1-A) 80.00' RIGHT OF WAY (FDOT R/W MAP SECTION 79080-2504)

AutoCAD SHX Text 79-78-A63 N=1794903.29 E=646670.73

AutoCAD SHX Text N00°44'16"E 349.35'

AutoCAD SHX Text S22°39'59"E 945.01'

AutoCAD SHX Text 650.81'

AutoCAD SHX Text

COASTAL CONSTRUCTION CONTROL LINE (MB 30, PG 20)

AutoCAD SHX Text 45.16'

AutoCAD SHX Text 245.92'

AutoCAD SHX Text N20°53'56"E 14.14'(M)

AutoCAD SHX Text

2 STORY FRAME RESIDENCE #533

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

1 STORY FRAME RESIDENCE

AutoCAD SHX Text -0

AutoCAD SHX Text

POOL

AutoCAD SHX Text

CONCRETE DECK

AutoCAD SHX Text

CONCRETE SEAWALL W/ HANDRAIL

AutoCAD SHX Text

TEMPORARY SANDBAG REVETMENT

AutoCAD SHX Text 4"x4" WOOD POST W/ SIGN NO VEHICLE BEYOND THIS POST (TYPICAL)

AutoCAD SHX Text

STEPS

AutoCAD SHX Text D

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

COQUINA RIPRAP

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "VE"(EL 10)

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "VE"(EL 10)

AutoCAD SHX Text

DUMPSTER ENCLOSURE

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

BALCONY

AutoCAD SHX Text

BUILDING 2ND STORY

AutoCAD SHX Text

LATTICE SCREEN

AutoCAD SHX Text STORM MH TOP=10.46' W.INV.=5.03' 18" RCP SE.INV.=6.41' 18" HDPE NW.INV=6.36' 14"x20" ERCP

AutoCAD SHX Text

CURB INLET TOP=10.59' INVERTS INACCESSIBLE FULL OF SAND

AutoCAD SHX Text

CURB INLET TOP=11.21' INVERTS INACCESSIBLE FULL OF SAND

AutoCAD SHX Text

STORM MH TOP=12.84' INVERTS INACCESSIBLE FULL OF WATER

AutoCAD SHX Text S65°53'56"W 57.08'(M)

AutoCAD SHX Text S65°53'56"W 29.56'

AutoCAD SHX Text S65°53'56"W 15.89'(M)

AutoCAD SHX Text S16°55'41"W 5.42'(M)

AutoCAD SHX Text S21°53'13"E 18.08'(M)

AutoCAD SHX Text S28°53'03"W 21.79'(M)

AutoCAD SHX Text S20°22'23"E 3.01'

AutoCAD SHX Text S17°43'49"E 21.91'

AutoCAD SHX Text S34°57'28"W 20.76'

PM11

PM12

PM13

PM14

PM15

PM7

PM7 PM9

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 ��, ��

12.13 12.50

12.1511.44

BENCH MARK #1

ELEVATION = 12.75' (1988 NAVD)

SET NAIL&DISK

LB #3019

N:1797600.46 E:645629.19

BENCH MARK #2

ELEVATION = 12.96' (1988 NAVD)

SET NAIL&DISK

LB #3019

N:1797644.20 E:645718.63

MEAN HI*H HI*H :ATER LINE,

ELEV� �� FEET �NAVD ��

COASTAL CONSTRUCTION

CONTROL LINE �MB ��, P* ��

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+49

�� HI*HEST ANNUAL TIDE

EL� ��

�NAVD��

WM WM WM WM WM WM

WM WM WM

14%14%

8%5%

2.40

8.47

2.40

11.70

7.21 6.08

8.97

20.00

M.E.

.E . 15

M .E

18.00 M.E.

16.00 M.E.

15.00M.E.

17.00 M.E.

13.32

12.20 11.08

13.36

13.3

13.76

12.82

12.8

12.82 13.3613

14.11

M.E.

13.96

M .E.

13.68

M.E

6.58 2.90

13.78 M.E.

13.25M.E.

12.50

12.75

12.50

PROPOSED

SHEET PILE

BULKHEAD WITH

CONCRETE CAP

PROPOSED

CONCRETE

WALKWAY

PROPOSED

6" CURB

(TYP) WALL CAP

EL. 12.50'

WALL CAP

EL. 16.00'

APPROX. SLOPE 2 V:1H

GRADE CONTOUR (TYP)

WALL CAP

EL. 9.00'

TRANSITION

WALL CAP

EL. 9.00'WALL CAP

EL. 16.00'

PROPOSED REINFORCED

CONCRETE RAMP WITH

GRAVEL STONE BEDDING LAYER

PROPOSED CONCRETE

PLUG & CHEMICAL GROUT

PROPOSED

GRAVITY WALL

EL. 12.50

PROPOSED

GUARDRAIL

EXISTING CONCRETE DECK

& RETAINING WALL (TO REMAIN)

EXISTING

WATER

METER

(TO REMAIN)

FLUME

PROPOSED

RELOCATED

RIP RAP PLACED

ON TOP OF PROPOSED

CONCRETE WALKWAY

E L E

V A

F E

E T N

A V

RAMP PROFILE

DISTANCE IN FEET

REINFORCED

CONCRETE

:ITH *RAVEL

STONE BEDDIN* LAYER

UNREINFORCED

CONCRETE

14%

8%5%

MH:L ��

NAVD

E;ISTIN* ASPHALT PAVEMENT - TO REMAIN

E;ISTIN*

*RADE

ACTUAL *RADE MAY VARY

BASED UPON E;CAVATED

4UANTITY OF BEACH

COMPATIBLE MATERIAL

P A

A D

P L A

C��

SFDOH LQ IHHW

E R

B E

A C

H D

E V

E H

L A

R B

E A

C H

A C

C E

S S

R A

M P

O S

T H

U R

A N

E R

E P

S F

O R

V O

L U

C O

U N

T Y

L O

T H

S T R

E E

T V

E R

O B

E A

C H

C E

R T

T E

O F

A U

T H

O R

I= A

N N

U M

B E

C O

A S

N M

E N

T A

E N

E E

N D

P L A

N N

Ã Ã

SHEET

R E

D A

T E

O T E

D R

A F

T E

C H

E C

D B

M P

P R

O -E

C T N

D A

T E

D R

C H

A R

L E

S T

O N

T A

I, P

T E

F L O

A P

�E

E N

S E

N U

M B

E R

C O

A S

T A

L T

E C

CUT FILL TABLE

CUT CUYD FILL CUYD NET CUYD

�� CUT,

SEE NOTE ��

LE*END�

E;ISTIN*

PROPOSED

PROPERTY LIMITS

SPOT ELEVATION

CONCRETE DEC. RETAININ* :ALL �TO REMAIN�

SHEETPILE BUL.HEAD :ITH CONCRETE CAP

REINFORCED CONCRETE RAMP

UNREINFORCED CONCRETE

CONCRETE :AL.:AY

CONCRETE PLU* CHEMICAL *ROUT

*RAVITY :ALL

ELEVATION

MATCH ELEVATION

SLOPE ARRO:

CONTOUR

�� CURB

�� PVC PIPE :ATER LINE

*UARDRAIL

SHO:ER

RELOCATED RIP RAP

3.89

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.

WM WM

M.E.

13.89

AutoCAD SHX Text N24°06'04"W 105.00'(D)

AutoCAD SHX Text S65°54'26"W 290.00'(D)

AutoCAD SHX Text N69°06'04"W 14.14'(D&M)

AutoCAD SHX Text

ORB 7459, PG 2404 S 15' LOT 1 AND ALL OF LOT2

AutoCAD SHX Text

ORB 8495, PG 3387 LOTS 13 AND 14, BLK 2 N 15' OF COLUMBIA AVENUE

AutoCAD SHX Text D

AutoCAD SHX Text

RIVER BEACH DRIVE (30' R/W PER PLAT)(45' R/W MEAS.)

AutoCAD SHX Text

BOSTROM'S LOWER ORMOND BEACH BLOCK 2 PLAT BOOK 1, PAGE 72 PLAT BOOK 12, PAGE 37

AutoCAD SHX Text BOSTROM'S LOWER ORMOND BEACH BLOCK 3 PLAT BOOK 1, PAGE 72 (PLAT BOOK 12, PAGE 37)

AutoCAD SHX Text S65°53'56"W 290.00'(M)

AutoCAD SHX Text S65°53'56"W 249.78'(M)

AutoCAD SHX Text

FOUND 1" IRON PIPE & CAP RLS #4002

AutoCAD SHX Text

FOUND 5/8" IRON ROD & CAP LB #2103

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text OCEAN SHORE BOULEVARD (S.R. A-1-A) 80.00' RIGHT OF WAY (FDOT R/W MAP SECTION 79080-2504)

AutoCAD SHX Text 650.81'

AutoCAD SHX Text

COASTAL CONSTRUCTION CONTROL LINE (MB 30, PG 20)

AutoCAD SHX Text 45.16'

AutoCAD SHX Text 245.92'

AutoCAD SHX Text N20°53'56"E 14.14'(M)

AutoCAD SHX Text

2 STORY FRAME RESIDENCE #533

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

SCRUB PALMETTO

AutoCAD SHX Text

1 STORY FRAME RESIDENCE

AutoCAD SHX Text

AutoCAD SHX Text -0

AutoCAD SHX Text

POOL

AutoCAD SHX Text

CONCRETE DECK

AutoCAD SHX Text

CONCRETE SEAWALL W/ HANDRAIL

AutoCAD SHX Text

TEMPORARY SANDBAG REVETMENT

AutoCAD SHX Text 4"x4" WOOD POST W/ SIGN NO VEHICLE BEYOND THIS POST (TYPICAL)

AutoCAD SHX Text

STEPS

AutoCAD SHX Text D

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

COQUINA RIPRAP

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "VE"(EL 10)

AutoCAD SHX Text

FLOODZONE "X"

AutoCAD SHX Text

FLOODZONE "VE"(EL 10)

AutoCAD SHX Text

DUMPSTER ENCLOSURE

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

BALCONY

AutoCAD SHX Text

BUILDING 2ND STORY

AutoCAD SHX Text

LATTICE SCREEN

AutoCAD SHX Text STORM MH TOP=10.46' W.INV.=5.03' 18" RCP SE.INV.=6.41' 18" HDPE NW.INV=6.36' 14"x20" ERCP

AutoCAD SHX Text

CURB INLET TOP=10.59' INVERTS INACCESSIBLE FULL OF SAND

AutoCAD SHX Text

CURB INLET TOP=11.21' INVERTS INACCESSIBLE FULL OF SAND

AutoCAD SHX Text

STORM MH TOP=12.84' INVERTS INACCESSIBLE FULL OF WATER

AutoCAD SHX Text S65°53'56"W 57.08'(M)

AutoCAD SHX Text S65°53'56"W 29.56'

AutoCAD SHX Text S65°53'56"W 15.89'(M)

AutoCAD SHX Text S16°55'41"W 5.42'(M)

AutoCAD SHX Text S21°53'13"E 18.08'(M)

AutoCAD SHX Text S28°53'03"W 21.79'(M)

AutoCAD SHX Text S20°22'23"E 3.01'

AutoCAD SHX Text S17°43'49"E 21.91'

AutoCAD SHX Text S34°57'28"W 20.76'

AutoCAD SHX Text

NORTH

x 4.05

V A

F E

E T N

A V

DISTANCE IN FEET

MH:L ��

NAVD

PROPOSED UNREINFORCED

CONCRETE

NORTH SOUTH

PROPERTY

LIMITS

PROPERTY

LIMITS

E;ISTIN*

*RADE

PROPOSED

CURB

PROPOSED �� PVC

:ATER SERVICE LINE

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

MH:L ��

PROPOSED REINFORCED

CONCRETE RAMP :ITH

*RAVEL STONE BEDDIN* LAYER

NORTH SOUTH

PROPERTY

LIMITS

PROPERTY

LIMITS

E;ISTIN*

CURB

PROPOSED SHEET PILE

BUL.HEAD :ITH

CONCRETE CAPPROPOSED *RAVITY :ALL

PROPOSED CONCRETE *RADE TRANSITION

PROPOSED �� PVC :ITH �� PVC

:ATER SERVICE LINE

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

MH:L ��

*RAVEL STONE BEDDIN* LAYER

CONCRETE

:AL.:AY

NORTH SOUTH

E;ISTIN* CONCRETE

:ALL �TO REMAIN�

PROPERTY

LIMITS

PROPERTY

LIMITS

E;ISTIN*

*RADE

PROPOSED SHEET PILE

BUL.HEAD :ITH

CONCRETE CAP

PROPOSED SHEET PILE

BUL.HEAD :ITH

CONCRETE CAP

PROPOSED

CURB

E;ISTIN* CONCRETE

DEC. �TO REMAIN�

PROPOSED �� PVC :ITH �� PVC

:ATER SERVICE LINE

E L E

V A

F E

E T N

A V

DISTANCE IN FEET

MH:L ��

*RAVEL STONE BEDDIN* LAYER

CONCRETE

:AL.:AY

NORTH SOUTH

PROPERTY

LIMITS

PROPERTY

LIMITS

E;ISTIN*

PROPOSED SHEET PILE

BUL.HEAD :ITH

CONCRETE CAP

PROPOSED SHEET PILE

BUL.HEAD :ITH

CONCRETE CAP

PROPOSED

CURB

E;ISTIN* CONCRETE

:ALL �TO REMAIN�

E;ISTIN* CONCRETE

DEC. �TO REMAIN�

PROPOSED �� PVC :ITH �� PVC

:ATER SERVICE LINE

C��

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H D

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T H

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S F

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L O

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S T R

E E

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C H

C E

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I= A

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N D

P L A

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D A

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D R

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D B

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This is the start of the file's text. The full file is on GovTribe.

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