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PROJECT SITE

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LAT N029° 10' 53.72"

LONG W080° 59' 05.97"

S ATLANTIC AVE

DAYTONA BEACH SHORES 32118

CONSTRUCTION

ACCESS

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COASTAL CONSTRUCTION CONTROL LINE

(MAP BOOK 30, PAGE 50) SHEET 8 OF 16

FLORIDA SHORES BOULEVARD

VEHICULAR BEACH ACCESS RAMP

FOR

COUNTY OF VOLUSIA, FLORIDA

LOCATION MAP

SHEET LIST TABLE

SHEET

NUMBER

SHEET TITLE

C��� COVER SHEET

C��� NOTES

C��� E;ISTIN* CONDITIONS

C��� DEMOLITION EROSION CONTROL PLAN

C��� SITE PLAN

C��� PAVIN*, *RADIN*, DRAINA*E PLAN

C���

PROFILE, CROSS SECTIONS, SHEET PILE

LEN*TH LAYOUT

C��� DETAILS � SEA:ALL, DEADMAN, *ATE

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TYPE �A� PRESTRESSED CONCRETE SHEET PILE

:ALL �CONVENTIONAL�

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CORNER PILE �CFRP�*FRP�

C���

CUSTOM PRECAST CONCRETE SHEET

PILE CORNER PILE �CFRP�*FRP�

C��� DETAILS � MISCELLANEOUS

C��� DETAILS � MISCELLANEOUS

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� ����� ��������

LAND SURVEYOR

SLI*ER ASSOCIATES, INC�

PROFESSIONAL LAND SURVEYORS

���� NOVA ROAD

PORT ORAN*E, FL �����

PHONE� ����� ��������

*ENERAL NOTES

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

AND MATERIAL RE4UIRED FOR�

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

ACCESS RAMP AND TRAP BA*S, AND

B� CONSTRUCTION OF A NE: SLAB ON *RADE VEHICULAR

BEACH ACCESS RAMP SURROUNDED BY A PERIMETER

SEA:ALL AND AD-ACENT SEA:ALLS E;TENDIN* FROM THE

VEHICULAR RAMP TO THE E;ISTIN* SEA:ALLS LOCATED ON

AD-ACENT LOTS�

�� 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 �BOUNDARY,

TOPO*RAPHIC, TREE AND TIDAL :ATER SURVEY� DATED -UNE ��,

�� AERIAL FROM FDOT AND DATED MARCH ��, �����

�� SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL DETAILS OF

THE :OR.�

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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) MAINTAINED THESE MEASURES DURING AND AFTER CONSTRUCTION AS NEEDED, TO PREVENT ADVERSE IMPACTS TO THE WATER RESOURCES AND

ADJACENT LANDS.

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

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

FDOT) 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 BOUNDARY SURVEY BY SLIGER & ASSOCIATES, INC. TITLED "OUNDARY, TOPOGRAPHIC, TREE AND TIDAL WATER SURVEY" DATED JUNE 28, 2024.

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

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

WERE LOCATED BY SLIGER AND ASSOCIATES, INC.

6. ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988.

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

SHOWN.

SITE PLAN NOTES

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

CONTROL DEVICES (MUTCD)”, LATEST EDITION.

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

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

CONSTRUCTION” SPECIFICATIONS.

SEAWALL NOTES

1. THE CONTRACTOR SHALL CONSTRUCT THE CONCRETE SHEET-PILE (PER FDOT INDEX 455-400 AND INDEX 455-440)

SEAWALL AS SHOWN ON THESE DRAWINGS USING:

· PRE-STRESSED CONCRETE PILES - WITH TWELVE (12) 0.6 INCH NOMINAL DIAMETER FIVE WIRE STRANDS

(GRADE 270 KSI) PRE-TENSIONED WITH INITIAL PULL OF 44,000 LBS PER STRAND;

· PRE-CAST CONCRETE CORNER PILES - “CFRP/GFRP” REINFORCED.

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 ELEVATION -6.0 FT NAVD AS MAY BE ACCEPTED BY THE ENGINEER; OTHERWISE, BELOW -6.0 NAVD, THE CONTRACTOR SHALL DRIVE THE PILES INTO THE ROCK USING A

DIESEL OR DROP HAMMER UNTIL REFUSAL.

3. IT IS EXPECTED THAT FULL PENETRATION MAY BE ACHIEVED VIA USE OF A VIBRATORY HAMMER AND/OR WATER/AIR JETTING, REMOVAL OF IN SITU OBSTRUCTIONS SUCH AS ROCK VIA EXCAVATION, 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. AFTER PILES HAVE ACHIEVED THEIR FULL PENETRATION, THE GROUT POCKETS (DIMENSION “X” AS SHOWN ON THE PLANS) SHALL BE FILLED WITH CEMENTITIOUS GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI

AFTER 3 DAYS - AS ACCEPTED BY THE ENGINEER.

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. LAPS IN HORIZONTAL REINFORCEMENT IN THE CAP SHALL BE ALLOWED ONLY

MID-SPAN BETWEEN ANCHORS.

5. FILTER FABRIC: FILTER FABRIC SHALL BE PLACED CONTINUOUSLY ALONG THE DRY FACE OF THE (A) 10 FEET SEAWARD LIMITS OF THE EXISTING ADJACENT SEAWALL RETURN WALLS ON THE NORTHERN AND SOUTHERN PROPERTIES AND (B) PROPOSED SEAWALL, FROM THE CENTER OF THE CAP TO A MINIMUM OF ELEVATION 0' NAVD OR AS OTHERWISE ACCEPTED BY THE ENGINEER. SUCH PLACEMENT MAY REQUIRE TEMPORARY EXCAVATION BY THE CONTRACTOR - AS ACCEPTED BY THE ENGINEER. FILTER FABRIC SHALL BE FDOT D-2 OR D-3 “MIRAFI FW700”

OR AS EQUAL AS MAY BE ACCEPTED BY THE ENGINEER.

6. HELICAL ANCHOR: THE HELICAL SOIL ANCHORS SHALL BE INSTALLED AND TESTED BY A QUALIFIED FOUNDATION/ANCHORAGE CONTRACTOR OR SUBCONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SOIL ANCHORS CAPABLE OF PROVIDING THE HORIZONTAL LATERAL (PERPENDICULAR TO SEAWALL) DESIGN SUPPORT LOAD EQUIVALENT TO (A) 5,000 LBS PER LINEAR FOOT OF WALL AT A MAXIMUM SPACING OF 5 FEET ON CENTER, AND (B) 25 KIPS PER ANCHOR. THE ULTIMATE CAPACITY OF EACH ANCHOR SHALL BE A MINIMUM OF 50,000 LBS TO PROVIDE A MINIMUM FACTOR OF SAFETY OF TWO (2). THE CONTRACTOR MAY VARY THE ANCHOR ANGLE OF INCLINATION RELATIVE TO THE HORIZONTAL, THE ANCHOR LENGTH, AND HELICAL ASSEMBLY AS NECESSARY TO (A) ACHIEVE THE DESIGN LOAD CAPACITY AND (B) AS MAY BE REQUIRED TO AVOID EXISTING BURIED IMPROVEMENT OR INFRASTRUCTURE - AS ACCEPTED BY THE ENGINEER, HOWEVER, ALL ANCHORS SHALL MAINTAIN A MINIMUM ON CENTER SPACING OF FIVE TIMES THE DIAMETER OF THE LARGEST HELIX ALONG THE LENGTH OF INSTALLATION, AS RECOMMENDED BY THE MANUFACTURER, AND, THE ANCHOR MUST REMAIN WITHIN THE LIMITS OF THE COUNTY RIGHT OF WAY UNLESS SHOWN OUTSIDE OF THE RIGHT OF WAY ON THESE DRAWINGS. THE CONTRACTOR MAY NOTCH THE OUTSIDE FLANGE OF THE SHEET-PILE TO THE BOTTOM OF THE CAP TO ACCOMMODATE THE ANCHOR ROD NO LESS THAN 3" FROM THE BOTTOM OF THE CONCRETE CAP AS SHOWN ON THE DRAWINGS. IF NECESSARY, THE CONTRACTOR SHALL LOWER THE BOTTOM OF THE CAP OUTSIDE OF THE SHEET-PILE ON THE ANCHOR SIDE SO THAT THE BOTTOM OF THE CAP IS A MINIMUM OF 2 INCHES BELOW

ANY NOTCH.

PRIOR TO THE PLACEMENT OF THE HELICAL SOIL ANCHORS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE PROPOSED PILES, AND ANCHORS. THE CONTRACTOR SHALL PERFORM TESTING TO DEMONSTRATE THE INSTALLED ANCHORS MEET THE REQUIRED DESIGN AND ULTIMATE CAPACITY. THE CONTRACTOR IS REQUIRED TO SUBMIT A REGISTERED PROFESSIONAL ENGINEER'S (P.E.) CERTIFICATION OF (A) SHOP DRAWINGS, (B) THE TESTED LOAD CAPACITY AND INSTALLED HORIZONTAL CAPACITY OF THE HELICAL SOIL ANCHORS, AND (C) A LOG THAT IDENTIFIES THE CAPACITY OF EACH INSTALLED ANCHOR. UNLESS OTHERWISE APPROVED BY THE ENGINEER, HELICAL SOIL ANCHORS SHALL BE AS MANUFACTURED AND INSTALLED BY: CHANCE, A HUBBELL COMPANY 210 NORTH ALLEN STREET CENTRALIA, MO 65240 855-477-2121. THE SEAWARD 4 FT OF EACH HELICAL ANCHOR SHALL BE COATED IN AN FDOT TYPE M COAL TAR EPOXY CONSISTENT WITH FDOT SPECIFICATION SECTION 560.

7. THE CONTRACTOR SHALL FORM AND POUR CONCRETE PLUGS BETWEEN THE NEW SHEET PILES AND THE EXISTING NEIGHBORING SEAWALLS TO A MINIMUM ELEVATION OF +2.0 FT NAVD, TO CLOSE THE GAP AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL CHEMICAL GROUT BENEATH THE SEAWALL PLUGS TO 10 FT BELOW THE EXISTING GRADE ELEVATION BY USE OF A SINGLE-COMPONENT URETHANE SATURATION GROUT (CHEMICAL GROUT). THE CHEMICAL GROUT SHALL BE INSTALLED AT A RATE OF 1 GALLON PER VERTICAL FOOT RATE IN AN 18" GRID PATTERN TO ENSURE NO VOID FORMATION. FDOT D-3 NON-WOVEN GEOTEXTILE FABRIC SHALL BE INSTALLED AGAINST THE LANDWARD FACE OF EACH PLUG. FOR THE SEAWALL PLUGS, FILTER FABRIC SHALL EXTEND TO

ELEVATION +2.0 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.

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 DAYTONA

BEACH.

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

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

RELOCATION OF UNDER GROUND OR ABOVE GROUND FACILITIES.

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

SPECIFICATIONS.

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

LOCATIONS.

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

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

8. THE CONTRACTOR SHALL NOTIFY THE CITY, 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.

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. UNLESS NOTED OTHERWISE. SHADED LINEWORK TYPICALLY REPRESENTS

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

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

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE 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 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. DEEP WATERING IS REQUIRED FOR ALL PALM SPECIES. SUPPLEMENTAL WATERING MAY BE NEEDED IN

ADDITIONAL TO RAINFALL TO ENSURE HEALTHY PLANT ESTABLISHMENT.

6. THE CONTRACTOR SHALL PROVIDE AND INSTALL 10 FT MINIMUM CLEAR TRUNK REGENERATED CABBAGE PALM

(SABAL PALMETTO) WHERE SHOWN ON THE DRAWINGS.

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

DRAWINGS.

8. 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).

9.389.71 9.80

9.71

9.62 9.24

9.229.38

9.309.40

9.299.21

9.65

9.539.20

9.48

9.97

9.99

9.49

9.60

9.769.59 9.55

9.599.23

9.35

9.35

9.63

9.88

10.33 11.48 12.38

12.98 13.86

13.81 14.08

15.01 15.07 15.16

14.91

14.58

14.51

14.57 14.46

14.69

15.01 14.49 14.08

13.5413.52

13.51

12.97 12.78

12.82 12.92

12.82

12.78

11.98

12.7813.0513.9214.3714.49

14.44

14.38

14.46

14.38

14.2514.36

14.03

13.30

13.54

13.92

13.97 14.22

14.5114.49

13.83

13.19

12.13

11.80

11.66 11.72

11.3611.33

10.96

10.89 9.60

9.50

9.32 10.02

10.09

10.009.829.449.429.47

12.73

12.83

12.7111.5810.599.60

9.52

9.89 10.32 10.61 10.49

10.429.98

9.96

9.55 10.67 11.66 13.20

13.33

13.1712.0810.9610.07

10.04

10.03 11.22 12.36

9.7810.16

10.47

10.80 12.06 12.82

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14.12

13.80 14.20

14.60

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14.78

14.88 14.98

15.44 15.04

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13.97

13.75

13.19

14.77

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14.82

14.87

14.87 14.84

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14.84

14.88 14.39

14.69

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13.43

12.44 12.41

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10.86

11.65

13.31

13.87

13.81 13.88

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11.1210.75 9.4912.94

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13.40

13.64 13.63

13.60

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13.37

12.72

14.59 14.49

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9.70

15.78

15.77

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15.79

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24.41

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4.27 3.48 2.98

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2.16

2.72

5.13

4.26

3.58

3.43

3.29 4.75

4.66

4.565.17 6.21

5.517.59

14.30 13.90

12.82

12.10 10.07

9.05

7.83 7.14

5.72

5.45

15.62

15.86

14.92

14.9314.7114.87

11.61 12.63 14.07 14.45 15.16 15.49 15.19 15.09 14.53 14.13

14.0214.4914.9015.1015.2415.1614.30

14.1213.51 13.80

14.0012.8912.0610.369.64

9.57

9.29

14.76

5.75 3.85

2.95

13.98

14.2114.52

14.0214.31

14.6515.10

14.3914.23

15.23

11.50

11.57

11.91

11.97

11.88

24.0224.0224.19

22.61

22.59

22.57 22.72

18.59

18.16 18.38

18.43

17.96

18.14

17.93

18.30

17.87

17.96

18.07

18.14

17.98

18.15

17.97

18.11

17.8517.45

18.00

18.00

17.94

13.8914.4114.58 14.48

14.06

14.1313.52

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15.77

15.79

15.80

15.79

15.83

14.69

14.65

4.27 3.48 2.98

1.63

0.48 0.00

-0.03

-0.09 0.19

0.57 2.12

2.16

0.85 0.18

2.72

2.04 0.70

0.16 0.01

-0.07

0.48 1.552.69

3.23

1.77

0.62 0.02

4.26

3.58

3.43

3.29 4.75

4.66

4.565.17

3.85 2.95

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NOTES:

1. EXISTING CONDITIONS AND EXISTING DATA SHOWN ON THIS SHEET ARE FROM A SURVEY BY SLIGER & ASSOCIATES, INC. & TITLED "BOUNDARY, TOPOGRAPHIC, TREE AND TIDAL WATER SURVEY" DATED JUNE 28, 2024.

AutoCAD SHX Text S23°40'54"E

AutoCAD SHX Text 320.10'

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AutoCAD SHX Text N23°33'54"W

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S. ATLANTIC AVENUE (STATE ROAD A-1-A)

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80' R/W PER FLORIDA STATE ROAD DEPARTMENT RIGHT OF WAY MAP SECTION NO. 7953-150

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FLORIDA SHORES BLVD. (66' R/W)

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PUBLIC BEACH

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4'X6' TOLL BOOTH

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GRASS

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GRASS

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STONE

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GRASS

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PECK PLAZA ASSOC COA 22-15-33-16-00-0001

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CONCRETE DRIVE

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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GATE

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GRASS

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GRASS

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CONCRETE DECK

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CONCRETE DECK(ABOVE) PARKING GARAGE(BELOW)

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STOP SIGN

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PLANTER

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PLANTER

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PLANTER

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S. LINE OF 35.9' OF N. 878.99' OF GOV'T LOT 4

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N. LINE OF 35.9' OF N. 914.89' OF GOV'T LOT 4

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PAVER DECK

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METAL HANDRAIL

AutoCAD SHX Text COASTAL CONSTRUCTION SETBACK LINE (M.B. 30, PG. 19) GRAPHICALLY SHOWN FOR INFORMATIONAL PURPOSES ONLY

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SET PK NAIL&DISK LB #3019

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RECOVERED PK NAIL&DISK LB #3019

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

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

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BENCHMARK FOUND BOX CUT ELEV.=11.564' (NAVD88)

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SAULS SUB. OF LOT 4 MB1, PG 26 & MB 14, PG 6

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FLORIDA SHORES BLVD. (66' R/W)

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UHON DAYTONA SHORES RESORT FEE OWNER LLC 22-15-33-00-04-0090

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R/W PARCEL

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ORB 685, PG 145

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R/W PARCEL

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ORB 685, PG 143

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METAL HANDRAIL

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CONCRETE WALL W/ METAL HANDRAIL

AutoCAD SHX Text 8.87'

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COASTAL CONSTRUCTION CONTROL LINE (MAP BOOK 30, PAGE 50) SHEET 8 OF 16

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AutoCAD SHX Text 0.94'

AutoCAD SHX Text S 24°31'53" E

AutoCAD SHX Text 938.89'

AutoCAD SHX Text 753.32'

AutoCAD SHX Text 72.26'

AutoCAD SHX Text 113.31'

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CONCRETE DECK

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VEGETATION

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VEGETATION

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FLOOD ZONE "VE" EL.=10'

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FLOOD ZONE "X"

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FLOOD ZONE "VE" EL.=10'

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FLOOD ZONE "X"

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COQUINA ROCK

AutoCAD SHX Text N 89°32'27" E 459.40'

AutoCAD SHX Text 153.32'

AutoCAD SHX Text 146.48'

AutoCAD SHX Text 9.70'

AutoCAD SHX Text 159.55'

AutoCAD SHX Text N 89°32'27" E 457.15'

AutoCAD SHX Text 154.36'

AutoCAD SHX Text 107.00'

AutoCAD SHX Text 27.75'

AutoCAD SHX Text 168.05'

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LINE

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BEARING

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DISTANCE

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AutoCAD SHX Text S 19°44'26" E

AutoCAD SHX Text 9.11'

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AutoCAD SHX Text S 12°12'45" E

AutoCAD SHX Text 6.43'

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AutoCAD SHX Text S 19°19'14" E

AutoCAD SHX Text 22.32'

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AutoCAD SHX Text S 22°48'55" E

AutoCAD SHX Text 8.87'

AutoCAD SHX Text L5

AutoCAD SHX Text S 29°19'39" E

AutoCAD SHX Text 21.10'

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AutoCAD SHX Text S 19°27'38" E

AutoCAD SHX Text 3.47'

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SEASONAL HIGH WATER LINE ELEVATION = 7.14' (N.A.V.D. 88) 6/28/2024

AutoCAD SHX Text N:1762364.747 E:660895.193

AutoCAD SHX Text N:1762299.009 E:660925.195

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TEMPORARY SANDBAG REVETMENT

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TEMPORARY SANDBAG REVETMENT

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PAVER DECK

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METAL HANDRAIL

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CONCRETE WALL

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GRASS

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ASPHALT PAVEMENT

AutoCAD SHX Text 139.99'

AutoCAD SHX Text 140.93'

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ATLANTIC OCEAN

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PUBLIC BEACH

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PAVER DECK

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METAL HANDRAIL

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0' CONTOUR LINE ELEVATION = 0.00' (N.A.V.D. 88) 6/28/2024

AutoCAD SHX Text 159.55'

AutoCAD SHX Text N 89°32'27" E 39.00'

AutoCAD SHX Text 168.05'

AutoCAD SHX Text N 89°32'27" E 39.15'

AutoCAD SHX Text L1

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AutoCAD SHX Text 23.55'

AutoCAD SHX Text S 23°17'28" E

AutoCAD SHX Text 28.15'

AutoCAD SHX Text S 19°47'33" E

AutoCAD SHX Text 19.45'

AutoCAD SHX Text S 24°34'52" E

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MEAN HIGH WATER LINE ELEVATION = 1.23' (N.A.V.D. 88) 6/28/2024

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PAVER DECK

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METAL HANDRAIL

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NORTH

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1. THIS PLAT OF SURVEY HAS BEEN 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. 2. THE MEASURED BEARINGS SHOWN HEREON ARE (GRID BEARINGS) BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, 1983 NORTH AMERICAN DATUM, 2007 ADJUSTMENT, HOLDING UNITED STATES COAST AND GEODETIC SURVEY CONTROL POINT REVILO, N.=1,775,345.71, E.=654,616.97, AND NATIONAL GEODETIC SURVEY POINT 79-78-A34-2, N.=1,736,305.98, E.=673,753.20. DERIVING A BEARING OF N67°38'48"E, ALONG THE NORTH RIGHT OF WAY LINE OF UNIVERSITY BOULEVARD LYING EAST OF STATE ROAD A1-A / N. ATLANTIC AVENUE. ATLANTIC AVENUE. 3. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURED DISTANCES AND DIRECTIONS ARE THE SAME. 4. DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 5. ELEVATIONS REFER TO N.A.V.D. OF 1988, PER THE CITY OF DAYTONA BEACH PUBLIC WORKS DEPARTMENT - ENGINEERING DIVISION CONTROL POINT, MONUMENT RMR-4, HAVING PUBLISHED ELEVATION OF 10.497 FEET 6. UNDERGROUND FOUNDATIONS, IF ANY HAVE NOT BEEN LOCATED OR SHOWN AS A PART OF THIS SURVEY. 7. UNDERGROUND UTILITIES, IF ANY HAVE NOT BEEN LOCATED OR SHOWN AS A PART OF THIS SURVEY. 8. THIS PROPERTY IS LOCATED IN FLOOD INSURANCE RATE MAP (F.I.R.M.) ZONE X & VE, (VE ZONE HAS BASE FLOOD ELEVATION OF 9'). THIS LOCATION IS DETERMINED BY SCALING FROM F.I.R.M. MAP NO. 12127C0357 J MAP EFFECTIVE DATE: SEPTEMBER 29, 2017, APPROXIMATE SCALE: 1"=500'. 9. THE MEAN HIGH WATER LINE SHOWN HEREON WAS ESTABLISHED BY LOCATING THE MEAN HIGH WATER ELEVATION OF 1.23 FEET, N.A.V.D. 1988 UTILIZING DIFFERENTIAL LEVELING. 10. MEAN HIGH WATER ELEVATION BY EXTENSION OF MHW ID PT NO. 100906 PER TIDAL WATER SURVEY PROCEDURAL APPROVAL FROM FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DATED JULY 3, 2024. 11. THIS TIDAL WATER SURVEY COMPLIES WITH CHAPTER 177, PART II, FLORIDA STATUTES. 12. REVISED TO ADD COASTAL CONSTRUCTION CONTROL LINE DETAIL, SEE SHEET 2 OF 2. JULY 11, 2024. NO ADDITIONAL FIELD WORK THIS DATE. (JM)

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IRC

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IR

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IPC

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IP

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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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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

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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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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

AutoCAD SHX Text R/W

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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

AutoCAD SHX Text

FNC

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EOW

AutoCAD SHX Text U.E.

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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FP&L CO

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NGVD

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NAVD

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FLORIDA POWER & LIGHT COMPANY

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NATIONAL GEODETIC VERTICAL DATUM

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NORTH AMERICAN VERTICAL DATUM

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AutoCAD SHX Text Δ

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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LB

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LICENSED BUSINESS

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FDNR

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FLORIDA DEPARTMENT OF NATURAL RESOURCES

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USC & GS

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UNITED STATES COAST & GEODETIC SURVEY

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CM

AutoCAD SHX Text N&D

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FND

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MW

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CONCRETE MONUMENT

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NAIL & DISK

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FOUND

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MONITORING WELL

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TC

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PRV

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PRESURE REDUCING VALVE

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ID

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IDENTIFICATION

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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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POWER / 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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-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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BURIED FIBER OPTIC CABLE

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BURIED TELEPHONE CABLE

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BURIED WATER LINE

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BURIED ELECTRIC LINE

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BURIED GAS LINE

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BURIED TELEVISION LINE

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BURIED FORCEMAIN

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AERIAL UTILITY LINE

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-ST-

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STORM WATER LINE

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CHANGE OF DIRECTION

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PP

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BACKFLOW PREVENTER

DESCRIPTION: (O.R.B. 685, PG. 143) ALL THOSE PORTIONS OF GOVERNMENT LOT 4, SECTION 22, TOWNSHIP 15 SOUTH, RANGE 33 EAST DESCRIBED AS FOLLOWS: THE SOUTHERLY 35.9 FEET OF THE NORTHERLY 914.87 FEET, AS MEASURED PARALLEL TO SOUTH ATLANTIC AVENUE (FLORIDA HIGHWAY A-1-A) OF SAID GOVERNMENT LOT 4, AS LIES EASTERLY OF SAID SOUTH ATLANTIC AVENUE, AN 80 FOOT RIGHT OF WAY AS NOW LAID OUT. TOGETHER WITH DESCRIPTION: (O.R.B. 685, PG. 145) THAT PORTION OF GOVERNMENT LOT 4, SECTION 22, TOWNSHIP 15 SOUTH, RANGE 33 EAST BEING MORE PARTICULARLY DESCRIBED AS THE SOUTHERLY 35.9 FEET OF THE NORTHERLY 878.99 FEET, AS MEASURED PARALLEL TO SOUTH ATLANTIC AVENUE (FLORIDA HIGHWAY A-1-A) OF SAID GOVERNMENT LOT 4, AS LIES EASTERLY OF SAID SOUTH ATLANTIC AVENUE, AN 80 FOOT RIGHT OF WAY AS NOW LAID OUT.

X

X

E

E o o o o o o

N:1762364.747 E:660895.193

N:1762299.009 E:660925.195

CURB AND

ASPHALT

TO BE

REMOVED

TOLL BOOTH

TO BE REMOVED BY THE COUNTY

CHAIN LINK

FENCE

SAND BAG REVETMENT

TO BE REMOVED, SAND TO REMAIN ONSITE

FENCE AND GATE

TO BE REMOVED

PORTION OF SIDEWALK

TO BE REMOVED

PORTION OF ASPHALT

TO BE REMOVED

PALM TREE TO BE REMOVED

PORTION OF CURB

TO BE REMOVED

INGRESS/EGRESS TO

PROPERTIES NORTH AND SOUTH

TO BE PRESERVED

CHAIN LINK 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

TRAP BAGS TO BE

REMOVED, SAND TO BE

LEFT ONSITE

SILT

FENCE

D E

M O

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N C

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T R

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N

Scale in feet

40200

C3.0

LEGEND

EXISTING KNOWN FEATURES TO BE REMOVED

-SEE NOTE 1

PALM TREE TO BE REMOVED

CHAINLINK FENCE

SILT FENCE

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NOTE:

1. CONTRACTOR TO REMOVE ANY BURIED DEBRIS OR DELETERIOUS MATERIALS WITHIN THE PROJECT LIMITS. SEE

DEMOLITION NOTES & TECHNICAL SPECIFICATIONS.

2. SIGNIFICANT EXPOSED AND BURIED DEBRIS ARE KNOWN TO EXIST WITHIN THE LIMITS OF THE PROPOSED EXCAVATION INCLUDING FOR INSTALLATION OF THE SEAWALL, HELICAL ANCHORS, 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.

AutoCAD SHX Text S23°40'54"E

AutoCAD SHX Text 320.10'

AutoCAD SHX Text 320.10'

AutoCAD SHX Text S23°40'54"E

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text

S. ATLANTIC AVENUE (STATE ROAD A-1-A)

AutoCAD SHX Text

80' R/W PER FLORIDA STATE ROAD DEPARTMENT RIGHT OF WAY MAP SECTION NO. 7953-150

AutoCAD SHX Text

FLORIDA SHORES BLVD. (66' R/W)

AutoCAD SHX Text

PUBLIC BEACH

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GRASS

AutoCAD SHX Text

GRASS

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STONE

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GRASS

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PECK PLAZA ASSOC COA 22-15-33-16-00-0001

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CONCRETE DRIVE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

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GATE

AutoCAD SHX Text

GRASS

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GRASS

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CONCRETE DECK

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CONCRETE DECK(ABOVE) PARKING GARAGE(BELOW)

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STOP SIGN

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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S. LINE OF 35.9' OF N. 878.99' OF GOV'T LOT 4

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N. LINE OF 35.9' OF N. 914.89' OF GOV'T LOT 4

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PAVER DECK

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METAL HANDRAIL

AutoCAD SHX Text COASTAL CONSTRUCTION SETBACK LINE (M.B. 30, PG. 19) GRAPHICALLY SHOWN FOR INFORMATIONAL PURPOSES ONLY

AutoCAD SHX Text

SET PK NAIL&DISK LB #3019

AutoCAD SHX Text

RECOVERED PK NAIL&DISK LB #3019

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

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

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BENCHMARK FOUND BOX CUT ELEV.=11.564' (NAVD88)

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SAULS SUB. OF LOT 4 MB1, PG 26 & MB 14, PG 6

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FLORIDA SHORES BLVD. (66' R/W)

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UHON DAYTONA SHORES RESORT FEE OWNER LLC 22-15-33-00-04-0090

AutoCAD SHX Text

R/W PARCEL

AutoCAD SHX Text

ORB 685, PG 145

AutoCAD SHX Text

R/W PARCEL

AutoCAD SHX Text

ORB 685, PG 143

AutoCAD SHX Text

METAL HANDRAIL

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CONCRETE WALL W/ METAL HANDRAIL

AutoCAD SHX Text 8.87'

AutoCAD SHX Text

COASTAL CONSTRUCTION CONTROL LINE (MAP BOOK 30, PAGE 50) SHEET 8 OF 16

AutoCAD SHX Text S 24°31'53" E

AutoCAD SHX Text 938.89'

AutoCAD SHX Text 753.32'

AutoCAD SHX Text 72.26'

AutoCAD SHX Text 113.31'

AutoCAD SHX Text D

AutoCAD SHX Text

CONCRETE DECK

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VEGETATION

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VEGETATION

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FLOOD ZONE "VE" EL.=10'

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FLOOD ZONE "X"

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COQUINA ROCK

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0' CONTOUR LINE ELEVATION = 0.00' (N.A.V.D. 88) 6/28/2024

AutoCAD SHX Text N 89°32'27" E 459.40'

AutoCAD SHX Text 153.32'

AutoCAD SHX Text 146.48'

AutoCAD SHX Text 9.70'

AutoCAD SHX Text 159.55'

AutoCAD SHX Text N 89°32'27" E 39.00'

AutoCAD SHX Text N 89°32'27" E 457.15'

AutoCAD SHX Text 154.36'

AutoCAD SHX Text 107.00'

AutoCAD SHX Text 27.75'

AutoCAD SHX Text 168.05'

AutoCAD SHX Text N 89°32'27" E 39.15'

AutoCAD SHX Text 23.55'

AutoCAD SHX Text S 23°17'28" E

AutoCAD SHX Text 28.15'

AutoCAD SHX Text S 19°47'33" E

AutoCAD SHX Text 19.45'

AutoCAD SHX Text S 24°34'52" E

AutoCAD SHX Text

MEAN HIGH WATER LINE ELEVATION = 1.23' (N.A.V.D. 88) 6/28/2024

AutoCAD SHX Text

SEASONAL HIGH WATER LINE ELEVATION = 7.14' (N.A.V.D. 88) 6/28/2024

AutoCAD SHX Text

TEMPORARY SANDBAG REVETMENT

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TEMPORARY SANDBAG REVETMENT

AutoCAD SHX Text

PAVER DECK

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METAL HANDRAIL

AutoCAD SHX Text

METAL HANDRAIL

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METAL HANDRAIL

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METAL HANDRAIL

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CONCRETE WALL

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GRASS

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ASPHALT PAVEMENT

AutoCAD SHX Text 139.99'

AutoCAD SHX Text 140.93'

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PALM

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NORTH

PALM

o o o o o o

N:1762364.747 E:660895.193

N:1762299.009 E:660925.195

T-103

1 2 3 4 5 6

CONSTRUCTION ACCESS

CONSTRUCTION ACCESS

CONSTRUCTION ACCESS

65°

PROPOSED CONCRETE SHEET

PILE WITH CONCRETE CAP

PROPOSED RETURN WALL

PROPOSED

RETURN WALL

PROPOSED CONCRETE PLUG

AND CHEMICAL GROUT

.3

8.4'

.4

PROPOSED CONCRETE PLUG

AND CHEMICAL GROUT

82.5'

88.2'

74.4'

PROPOSED

PALM TREE

(TYP)

PROPOSED

SEA OATS

(TYP)

PROPOSED

CONCRETE

RAMP

PROPOSED

6" CURB

204.41'

TO CCCL

PROPOSED

HEAVY DUTY

CONCRETE

2'

2'

8.5'

PROPOSED

STAGING AREA

PROPOSED

CONCRETE SIDEWALK

PROPOSED

RETURN WALL

90.0'

202.93'

TO CCCL

47.6'

PROPOSED

APPROXIMATE LOCATION OF

TEMPORARY COFFER DAM

FOR DEWATERING

12'

10.27'

16.2'

8.4'

22.8'

4.9'

11.6'

PROPOSED

SIDEWALK SIGN

(SEE DETAIL ON SH. C6.3)

5.6'

PROPOSED

CONCRETE

SIDEWALK

6'

MEAN HIGH HIGH WATER

EL. 1,57' (NAVD88)

2024 HIGHEST ANNUAL

TIDE 3.32' (NAVD88)

173°

R2

PROPOSED FDOT SCHEME 1

GRAVITY WALL

PROPOSED FDOT SCHEME 2 GRAVITY WALL

WITH FDOT ALUMINUM PIPE GUIDERAIL INDEX 515-070

PROPOSED FDOT SCHEME 1

GRAVITY WALL

154°

.6

.6

.6

.6

PROPOSED

D CURB

11.4'

107.5'

65°

153°

WORK OUTSIDE OF

RIGHT OF WAY

TO BE PERFORMED

CONSISTENT WITH THE

CONSTRUCTION EASEMENT

PROVIDED BY THE COUNTY

PROPOSED

ALUMINUM

GUARDRAIL

(TYP)

PROPOSED APPROXIMATE

LOCATION OF GATE

TO BE MICROSITED BY

CONTRACTOR AND ACCEPTED

BY COUNTY AND ENGINEER

S

IT

E P

L A

N

LEGEND:

EXISTING (TO REMAIN) PROPOSED

PROPERTY LIMITS

PARKING SPACE

REFERENCE MONUMENT

SEAWALL WITH CONCRETE CAP

FDOT CONCRETE GRAVITY WALL

D CURB

CONCRETE RAMP

6" THICK CONCRETE SIDEWALK

HEAVY DUTY CONCRETE

WHITE CENTERLINE STRIPING

ALUMINUM GUARDRAIL

APPROXIMATE LOCATION OF GATE

TO BE MICROSITED BY CONTRACTOR

AND ACCEPTED BY COUNTY AND ENGINEER

PROPOSED STAGING AREA (CONSTRUCTION PHASE)

CONCRETE PLUG

TEMPORARY COFFER DAM

SIDEWALK SIGN (SEE DETAIL ON SH. C6.3)

NATIVE DUNE PLANTING SEA OATS (UNIOLA PANICULATA)

PALM TREE (CABBAGE PALM) (SABAL PALMETTO)

WORK OUTSIDE OF RIGHT OF WAY TO BE PERFORMED CONSISTENT WITH

THE CONSTRUCTION EASEMENT PROVIDED BY THE COUNTY

Scale in feet

40200

C4.0

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AutoCAD SHX Text

PALM

AutoCAD SHX Text

PALM

AutoCAD SHX Text

PALM

AutoCAD SHX Text

PALM

AutoCAD SHX Text S23°40'54"E

AutoCAD SHX Text 320.10'

AutoCAD SHX Text 320.10'

AutoCAD SHX Text

ATLANTIC OCEAN

AutoCAD SHX Text

S. ATLANTIC AVENUE (STATE ROAD A-1-A)

AutoCAD SHX Text

80' R/W PER FLORIDA STATE ROAD DEPARTMENT RIGHT OF WAY MAP SECTION NO. 7953-150

AutoCAD SHX Text

PUBLIC BEACH

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

STONE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PECK PLAZA ASSOC COA 22-15-33-16-00-0001

AutoCAD SHX Text

CONCRETE DRIVE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONCRETE DECK

AutoCAD SHX Text

CONCRETE DECK(ABOVE) PARKING GARAGE(BELOW)

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

S. LINE OF 35.9' OF N. 878.99' OF GOV'T LOT 4

AutoCAD SHX Text

N. LINE OF 35.9' OF N. 914.89' OF GOV'T LOT 4

AutoCAD SHX Text

PAVER DECK

AutoCAD SHX Text

METAL HANDRAIL

AutoCAD SHX Text COASTAL CONSTRUCTION SETBACK LINE (M.B. 30, PG. 19) GRAPHICALLY SHOWN FOR INFORMATIONAL PURPOSES ONLY

AutoCAD SHX Text

SET PK NAIL&DISK LB #3019

AutoCAD SHX Text

RECOVERED PK NAIL&DISK LB #3019

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

BENCHMARK FOUND BOX CUT ELEV.=11.564' (NAVD88)

AutoCAD SHX Text

SAULS SUB. OF LOT 4 MB1, PG 26 & MB 14, PG 6

AutoCAD SHX Text

FLORIDA SHORES BLVD. (66' R/W)

AutoCAD SHX Text

UHON DAYTONA SHORES RESORT FEE OWNER LLC 22-15-33-00-04-0090

AutoCAD SHX Text

R/W PARCEL

AutoCAD SHX Text

ORB 685, PG 145

AutoCAD SHX Text

R/W PARCEL

AutoCAD SHX Text

ORB 685, PG 143

AutoCAD SHX Text

METAL HANDRAIL

AutoCAD SHX Text

CONCRETE WALL W/ METAL HANDRAIL

AutoCAD SHX Text 8.87'

AutoCAD SHX Text

COASTAL CONSTRUCTION CONTROL LINE (MAP BOOK 30, PAGE 50) SHEET 8 OF 16

AutoCAD SHX Text S 24°31'53" E

AutoCAD SHX Text 938.89'

AutoCAD SHX Text 753.32'

AutoCAD SHX Text 72.26'

AutoCAD SHX Text 113.31'

AutoCAD SHX Text D

AutoCAD SHX Text

CONCRETE DECK

AutoCAD SHX Text

VEGETATION

AutoCAD SHX Text

VEGETATION

AutoCAD SHX Text

FLOOD ZONE "VE" EL.=10'

AutoCAD SHX Text

FLOOD ZONE "X"

AutoCAD SHX Text

COQUINA ROCK

AutoCAD SHX Text

0' CONTOUR LINE ELEVATION = 0.00' (N.A.V.D. 88) 6/28/2024

AutoCAD SHX Text N 89°32'27" E 459.40'

AutoCAD SHX Text 153.32'

AutoCAD SHX Text 146.48'

AutoCAD SHX Text 9.70'

AutoCAD SHX Text 159.55'

AutoCAD SHX Text N 89°32'27" E 39.00'

AutoCAD SHX Text N 89°32'27" E 457.15'

AutoCAD SHX Text 154.36'

AutoCAD SHX Text 107.00'

AutoCAD SHX Text 27.75'

AutoCAD SHX Text 168.05'

AutoCAD SHX Text N 89°32'27" E 39.15'

AutoCAD SHX Text 23.55'

AutoCAD SHX Text S 23°17'28" E

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