2026-05-05_John_Beasley_Park_Plans.pdf

PROJECT LOCATION

MIRACLE STRIP PARKWAY

GULF NATIONAL SEA SHORE DRIVE

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OKALOOSA COUNTY

BEACH PARKING - JOHN BEASLEY PARK

Civil

Project No.

C o n t r a c t D r a w i n g s F o r

10443411

FORT WALTON BEACH, FL

MAY 2026

PROJECT TEAM

OWNER / DEVELOPER

OKALOOSA COUNTY

ATTN: SHARON GOLD

1540 MIRACLE STRIP PWKY SE

FORT WALTON BEACH, FL 32548

CIVIL ENGINEER/ENVIRONMENTAL

HDR

315 E ROBINSON STREET, SUITE 400

ORLANDO, FL 32801

CONTACT PERSON: BENJAMIN B. ELLIS, P.E.

(407) 420-4200

PROJECT MANAGER

PROJECT NUMBERISSUE DESCRIPTIONDATE

BRAD COLLINS

10443411

BENJAMIN B. ELLIS, P.E.

FL REG. NO.: 72469

HDR Engineering, Inc.

315 E Robinson Street Suite 400 Orlando, Florida 32801 Phone: (407) 420-4200

Know what's below.

Call before you dig. C-000

LOCATION MAP

SCALE: 1" = 200'

Certificate of Authorization #: 4213

SURVEYOR

SAM

ATTN: ZACH DAVIES

932 N FERDON BLVD

CRESTVIEW, FL 32536

GEOTECH

TIERRA

ATTN: MITCHELL L. SMITH

175 SOUTH A STREET

PENSACOLA, FL 32502

INDEX OF DRAWINGS

Sheet Number Sheet Title

C-000 COVER

C-001 GENERAL NOTES

C-010 EXISTING CONDITIONS

C-020 EROSION CONTROL PLAN

C-030 DEMOLITION PLAN

C-100 SITE PLAN

C-110 TRUCK TURNING MOVEMENT

C-200 GRADING & DRAINAGE PLAN

C-400 SITE DETAILS

C-401 SITE DETAILS

This item has been electronically signed and sealed by Benjamin B.

Ellis on the date adjacent to the seal using a SHA authentication code.

Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

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ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

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SHEET

DATE

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OKALOOSA COUNTY

BEACH PARKING

BEASLEY PARK

BRAD COLLINS

10443411

GENERAL NOTES

10443411-00G-001.dwg

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1. PRIOR TO COMMENCEMENT OF CONSTRUCTION, A LICENSED SURVEYOR SHALL STAKE THE PROPERTY

BOUNDARIES, AS WELL AS ANY PROTECTED AREAS OF THE SITE. THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FROM THE CONSTRUCTION DOCUMENTS.

2. ALL SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND

CONSTRUCTION DOCUMENTS.

3. ALL STRAIGHT-LINE DIMENSIONS SHOWN ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.

4. ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.

5. THE MAXIMUM DISTANCE BETWEEN JOINTS IN WALKWAYS SHALL BE EQUAL TO THE WIDTH OF THE WALKWAY

OR EVERY 10 FEET, WHICHEVER IS LESS, UNLESS OTHERWISE NOTED.

6. REFER TO THE ARCHITECTURAL AND/OR STRUCTURAL PLANS FOR INFORMATION ON ALL PROPOSED

BUILDINGS, BUILDING APPURTENANCES, OR OTHER STRUCTURES.

7. THE CONTRACTOR SHALL COORDINATE ALL PAVEMENT OPENINGS WHICH IMPACT PEDESTRIAN ACCESS AND/OR CREATE VEHICULAR INTERRUPTIONS WITH OKALOOSA COUNTY AND FDOT AT LEAST 72 HOURS PRIOR

TO BEGINNING WORK.

8. FIRE TRUCK AND EMERGENCY ACCESS LANES SHALL BE MARKED IN ACCORDANCE WITH THE INTERNATIONAL

FIRE CODE AND THE REQUIREMENTS OF THE LOCAL FIRE DEPARTMENT.

9. ALL SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION’S

“MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES” UNLESS OTHERWISE NOTED.

10. ALL SIGNAGE LOCATIONS INTERNAL TO THE SITE SHALL BE COORDINATED WITH THE OWNER AT THE TIME OF INSTALLATION. SIGNAGE LEADING ONTO PUBLIC THOROUGHFARE SHALL BE INSTALLED AS SHOWN IN THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH THE OKALOOSA COUNTY AND FDOT STANDARDS.

11. THIS SITE LIES WITHIN FEMA ZONE ‘AE’ AND IS AFFECTED BY THE 100-YEAR FLOODPLAIN AS SHOWN ON MAP

12091C0464J, EFFECTIVE 03.09.2021.

SITE PLAN NOTES GRADING AND DRAINAGE NOTES

EROSION AND SEDIMENT CONTROL NOTES

UTILITY NOTES DEMOLITION NOTES

1. THE AREA OF DISTURBANCE IS APPROXIMATELY 3.36 ACRES.

2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY SOIL-DISTURBING

ACTIVITIES.

3. THE EROSION AND SEDIMENT CONTROL PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE STATE OF FLORIDA, DEPARTMENT OF NATURAL RESOURCES, ENVIRONMENTAL PROTECTION DIVISION (FDEP) FOR AUTHORIZATION TO DISCHARGE UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FOR STAND ALONE CONSTRUCTION

PROJECTS.

4. THE CONTRACTOR SHALL IMPLEMENT THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND MAINTAIN A COPY ON-SITE AT ALL TIMES IN ACCORDANCE WITH STATE AND LOCAL GUIDELINES. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES. THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL GOVERN THE OVERALL EROSION CONTROL EFFORT, BUT THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING, MODIFYING, OR ADDING CONTROLS AS NEEDED THROUGHOUT CONSTRUCTION TO ENSURE COMPLIANCE WITH

NPDES AND/OR LOCAL GRADING PERMIT REGULATIONS.

5. GOOD HOUSEKEEPING MEASURES FOR MATERIALS STORAGE AND HANDLING, VEHICLE FUELING AND MAINTENANCE, SPILL RESPONSE AND CLEANUP, AND WASTE MANAGEMENT MUST BE FOLLOWED TO ENSURE

THAT RUNOFF FROM THE SITE IS FREE OF CONTAMINANTS.

6. ALL INSPECTION REPORTS SHALL BE AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES AND SHALL BE

PRESENTED FOR REVIEW UPON REQUEST.

7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES AND MUST CONTINUE

UNTIL THE SITE IS PERMANENTLY STABILIZED IN ACCORDANCE WITH PERMIT REQUIREMENTS.

8. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. DISTURBED AREAS THAT REMAIN IDLE AFTER 30 DAYS SHALL BE STABILIZED WITH

PERMANENT VEGETATION.

9. ALL SITE SOILS EXPOSED DURING DEMOLITION AND CONSTRUCTION, INCLUDING SOIL THAT IS STOCKPILED ON SITE, MUST BE PROTECTED FROM WIND AND RAIN EROSION THROUGH THE USE OF APPROPRIATE TEMPORARY

MEASURES.

10. WASTE CONTAINERS MUST BE CLOSED AND SECURED WHEN NOT IN USE AND AT THE END OF EACH WORKDAY.

THE CONTRACTOR IS RESPONSIBLE FOR PROPER CONTAINMENT OF ALL MATERIALS, INCLUDING TRASH, ON

THE SITE.

11. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING DEWATERING OPERATIONS TO MINIMIZE SEDIMENT TRANSFER. DISCHARGING UNFILTERED WATER FROM AN EXCAVATION IS NOT

ACCEPTABLE.

12. THE CONTRACTOR IS RESPONSIBLE FOR MINIMIZING THE TRACKING OF MUD, SOIL, AND ROCK FROM CONSTRUCTION AREAS ONTO ROADWAYS. SEDIMENT TRACKED ONTO A ROADWAY MUST BE REMOVED PER

THE FREQUENCY PRESCRIBED IN THE APPROVED SWPPP .

13. BOTH STAGING AND STOCKPILE AREAS SHALL BE CLEARLY IDENTIFIED ON THE SITE AND SHALL BE BOUNDED ON THE DOWN-SLOPE SIDE BY SILT FENCE TO PROTECT AGAINST THE RELEASE OF ANY SEDIMENT. SUCH

AREAS SHALL BE LOCATED AWAY FROM STREAMS, PONDS, SWALES, AND CATCH BASINS.

14. THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT OF DUST FROM THE PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING WATER TO THE WORK SITE, SHALL BE

INCORPORATED INTO THE CONTRACTOR’S WORK PLAN.

1. AFTER THE REMOVAL OF VEGETATION, TOPSOIL SHALL BE STRIPPED FROM THE SITE TO A DEPTH OF 3 INCHES AND SHALL BE STOCKPILED FOR SPREADING UPON THE FINAL GRADING OF SLOPES AND SWALES.

2. ALL SLOPES 4:1 (H:V) AND STEEPER SHALL BE STABILIZED IN ACCORDANCE WITH THE EROSION AND SEDIMENT

CONTROL PLANS AND DETAILS. INSTALL THESE MEASURES PER THE SPECIFICATIONS AND THE

MANUFACTURER’S INSTRUCTIONS.

3. PROPOSED CONTOURS ARE APPROXIMATE AND ARE SHOWN TO DEMONSTRATE DESIGN INTENT. SPOT ELEVATIONS AND SLOPES SHALL BE USED FOR GRADING LAYOUT AND TO CONFIRM DESIGN COMPLIANCE.

4. NO WORK SHALL OCCUR WITHIN THE RIGHT-OF-WAY OR ON ADJACENT PROPERTY WITHOUT PRIOR APPROVAL

AND COORDINATION WITH THE RESPECTIVE OWNER.

5. ALL PROPOSED SPOT ELEVATIONS REPRESENT FINISHED GRADE, UNLESS OTHERWISE NOTED.

6. ALL CURB ELEVATIONS ARE NOTING THE TOP-BACK-OF-CURB, UNLESS OTHERWISE NOTED.

7. THE SLOPE ACROSS ANY ACCESSIBLE PARKING SPACE OR AISLE SHALL NOT EXCEED 2.0% IN ANY DIRECTION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY CONSTRUCTED STORM DRAINAGE IMPROVEMENTS AND RECEIVING STORM DRAINAGE SYSTEMS REMAIN CLEAN OF SEDIMENT AND

DEBRIS THROUGHOUT CONSTRUCTION.

9. ALL STORM MATERIALS SHALL CONFORM TO THE MATERIAL STANDARDS OF OKALOOSA COUNTY.

10. STORM STRUCTURES WITH SOLID COVERS (I.E. MANHOLES AND CLEANOUTS) THAT ARE LOCATED IN HARDSCAPED AREAS (PAVEMENT, SIDEWALKS, ETC.) OR IN MANICURED LAWNS SHALL BE INSTALLED SO THEY ARE FLUSH WITH THE SURROUNDING GRADE. SUCH STRUCTURES LOCATED IN LANDSCAPED AREAS (WITH MULCH OR STONE) OR LEFT NATIVE (FIELD GRASS, FOREST, ETC.) SHALL BE INSTALLED SO THAT THE RIM IS 2 INCHES ABOVE THE SURROUNDING GRADE. STRUCTURES SUBJECT TO POSSIBLE WATER INFILTRATION OR

SURCHARGE SHALL HAVE WATERTIGHT, BOLTED LIDS.

11. WHERE COORDINATES ARE SHOWN FOR STORM STRUCTURES, THEY ARE PROVIDED TO THE CENTER OF

STRUCTURE, UNLESS OTHERWISE NOTED.

12. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES AND

TOWARD SITE DRAINAGE FEATURES/INFRASTRUCTURE.

13. ALL DISTURBED AREAS NOT DESIGNED TO RECEIVE SURFACING MATERIAL SHALL RECEIVE 4 INCHES OF

TOPSOIL AND BE SEEDED & MULCHED.

1. REFER TO THE UTILITY DETAILS FOR ALL CROSSING CONDITIONS AND ALLOWANCES.

2. THE SITE/UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL UTILITY SERVICES TO WITHIN 5 FEET OF THE BUILDING’S FOUNDATION. THE CONTINUATION OF THESE SERVICE INTO THE BUILDING

SHALL BE COORDINATED WITH THE BUILDING PLANS AND OTHER CONTRACTORS.

3. THE CONTRACTOR SHALL COORDINATE SEQUENCING, TIMING, AND UTILITY CONNECTIONS WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERS PRIOR TO THE DISRUPTION OF AN EXISTING SERVICE.

4. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE PUBLIC RIGHT-OF-WAY PRIOR TO RECEIPT AND COMPLIANCE WITH ALL APPLICABLE LOCAL PERMITS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS AND TRAFFIC CONTROL DURING SUCH WORK.

5. UNLESS EXISTING HYDRANT MEETS CODE REQUIREMENTS FOR NEW HYDRANTS, ANY FIRE HYDRANT SHOWN TO BE RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANT MEETING THE LOCAL JURISDICTIONAL

REQUIREMENTS AND STANDARDS.

6. ALL EXISTING SUBSURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY HAVE BEEN AVAILABLE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ALL SUBSURFACE CONDITIONS AT THE START OF CONSTRUCTION ACTIVITY AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH

THE DESIGN DOCUMENTS.

7. OPEN-CUT UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF THE TOP/FINISH COURSE OF PARKING AREAS, DRIVES, CURB AND GUTTER, OR CONCRETE WALKS/PADS. CONDUITS SHOULD BE

PROVIDED FOR UTILITIES THAT CANNOT BE INSTALLED PRIOR TO SUCH IMPROVEMENTS.

8. PROPOSED UTILITIES ARE TO BE PUBLIC UTILITIES OWNED AND MAINTAINED BY OKALOOSA COUNTY,

9. THE CONTRACTOR MAY NOT MANIPULATE OR OPERATE PUBLIC UTILITY SYSTEMS (I.E. VALVES, HYDRANTS, ETC.) IN ANY WAY, UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER IN WRITING.

10. THE DESIGN FROST LINE FOR THIS PROJECT IS 3 FEET BELOW GRADE. WET UTILITIES SHALL BE INSTALLED AS

FOLLOWS:

a. WATER = MIN. 3 FEET OF COVER

b. SANITARY = MIN. 3 FEET OF COVER

c. STORM = MIN. 3 FEET OF COVER

11. ALL MANHOLE COVERS SHALL BE IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL SPECIFICATIONS.

12. UTILITY STRUCTURES WITH SOLID COVERS (I.E. MANHOLES AND VALVES) LOCATED IN HARDSCAPED AREAS (PAVEMENT, SIDEWALKS, ETC.) OR IN MANICURED LAWNS SHALL BE INSTALLED SO THEY ARE FLUSH WITH THE SURROUNDING GRADE. SUCH STRUCTURES LOCATED IN LANDSCAPED AREAS (WITH MULCH OR STONE) OR LEFT NATIVE (FIELD GRASS, FOREST, ETC.) SHALL BE INSTALLED SO THAT THE RIM IS 2 INCHES ABOVE THE SURROUNDING GRADE. STRUCTURES SUBJECT TO POSSIBLE WATER INFILTRATION OR SURCHARGE SHALL

HAVE WATERTIGHT, BOLTED LIDS.

13. UNLESS OTHERWISE NOTED, LOCATE SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL CHANGES IN DIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET FOR LINES LESS THAN 8 INCHES IN

DIAMETER.

14. CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE RATED FOR HEAVY DUTY TRAFFIC.

15. ALL SEWER AND WATER LINES SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER CONTAMINANTS ENTERING THE SYSTEM. THE CONTRACTOR SHALL REMOVE ALL DEBRIS PRIOR TO PLACING A NEW SYSTEM

INTO OPERATION.

16. ALL TAPS TO EXISTING PUBLIC WATER LINES SHALL BE COORDINATED WITH THE OKALOOSA COUNTY WATER

AND SEWER PRIOR TO THE START OF WATER SERVICE CONSTRUCTION.

17. HEAVILY CHLORINATED WATER MUST BE CAPTURED OR NEUTRALIZED PRIOR TO RELEASE INTO A STORM

SYSTEM, POND, OR CONVEYANCE CHANNEL.

18. ALL VALVE COVERS, FIRE HYDRANTS, AND OTHER WATER APPARATUS SHALL BE IN ACCORDANCE WITH THE

LOCAL JURISDICTIONAL SPECIFICATIONS.

19. DRY UTILITY IMPROVEMENTS AND RELOCATION OF EXISTING UTILITIES SHALL BE COORDINATED WITH EACH

UTILITY OWNER PRIOR TO CONSTRUCTION.

20. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY INTERRUPTION OF UTILITY SERVICE WITH THE UTILITY OWNER AND ANY PARTIES AFFECTED BY THE SERVICE DISRUPTION PRIOR TO CONSTRUCTION.

21. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITY POLE OWNER PRIOR TO ANY CONSTRUCTION OR MODIFICATION OF EXISTING POLES OR UTILITIES UTILIZING EXISTING POLES.

1. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS. NO LESS THAN 10 DAYS PRIOR TO STARTING DEMOLITION WORK, CONTRACTOR SHALL SUBMIT A DEMOLITION AND REMOVAL PLAN FOR OWNER APPROVAL.

THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO COMMENCING DEMOLITION.

2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF

SOIL-DISTURBING ACTIVITIES.

3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES IN THE PROJECT AREA PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT 811 A MINIMUM OF BUSINESS 3 DAYS PRIOR TO EXCAVATION. REFER TO THE SUBSURFACE UTILITY ENGINEERING (SUE) DOCUMENTATION FOR ADDITIONAL

SITE DATA.

4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ANY IMPACTED PRIVATE UTILITY (GAS, POWER, CABLE, ETC.). NOTIFY THE ENGINEER IMMEDIATELY OF ANY POTENTIAL CONFLICT WITH THE PROPOSED

DESIGN.

5. THERE MAY BE EXISTING UNMARKED UTILITIES PRESENT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS AND DETERMINING THE STATUS (I.E. ACTIVE OR INACTIVE) OF THESE UTILITIES TO THE MAXIMUM EXTENT POSSIBLE. SHOULD ANY UNMARKED UTILITIES BE DISCOVERED, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY BOTH THE ENGINEER AND UTILITY OWNER.

6. ALL MATERIAL GENERATED BY DEMOLITION SHALL BE HAULED FROM THE SITE AND LEGALLY DISPOSED OF AT AN APPROVED DISPOSAL FACILITY. IF ENVIRONMENTAL CONTAMINANTS ARE ENCOUNTERED DURING CONSTRUCTION, THE SOIL SHALL BE TESTED PRIOR TO DISPOSAL IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. REFUSE MUST NOT BE LEFT ON THE PROJECT SITE, ON ADJACENT PROPERTIES, OR BURIED IN EXCAVATIONS.

7. ASPHALT AND CONCRETE DEMOLITION LIMITS THAT ARE ADJACENT TO EXISTING HARDSCAPE SHALL BE

DEFINED WITH A SAW CUT TO OBTAIN A CLEAN EDGE.

8. FENCING SHALL BE INSTALLED TO PREVENT UNAUTHORIZED INTERACTION WITH THE WORK AREA. ACCESS TO THE WORK AREA SHALL BE CLEARLY MARKED AS A CONSTRUCTION ENTRANCE AND SHALL BE LOCKED

OUTSIDE OF WORKING HOURS.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL AND RELATED PERMITTING

DURING CONSTRUCTION, PER LOCAL AND STATE STANDARDS.

10. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER, SANITARY, STORM, POWER, ETC.) SHALL BE PERFORMED IN SUCH A MANNER THAT MINIMIZES SERVICE INTERRUPTION TO THE EXISTING FACILITIES TO REMAIN. THE MAXIMUM ALLOWABLE SERVICE DISRUPTION IS 2 HOURS. THE CONTRACTOR MUST NOTIFY EACH PROPERTY OWNER IN WRITING (VIA DOOR HANGER OR SIMILAR) A MINIMUM OF 24-HOURS PRIOR TO ANY

DISRUPTION.

11. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY ADJACENT CONCRETE, ASPHALT, FENCING, LANDSCAPING, OR OTHER EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION, WHICH HAVE NOT BEEN IDENTIFIED FOR DEMOLITION OR REMOVAL. THIS INCLUDES REPAIR OF ANY DAMAGE DUE TO CONSTRUCTION TRAFFIC. THE REPAIR SHALL LEAVE THE IMPROVEMENT IN A CONDITION THAT IS EQUAL TO

OR BETTER THAN THE CONDITION DOCUMENTED AT THE START OF THE PROJECT.

12. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON ANY ITEMS NOTED TO BE SALVAGED.

13. THE CONTRACTOR SHALL FLAG OVERHEAD UTILITIES PRIOR TO MOBILIZATION IN ACCORDANCE WITH THE

UTILITY PROVIDER’S REQUIREMENTS.

14. THE CONTRACTOR SHALL STAKE ALL EXISTING ENVIRONMENTAL BUFFERS AND SETBACKS, AS NOTED ON THE

PLANS, PRIOR TO THE START OF WORK.

15. THE CONTRACTOR SHALL COORDINATE ALL RIGHT-OF-WAY IMPACTS WITH THE LOCAL JURISDICTION. THESE INCLUDE, BUT ARE NOT LIMITED TO, REDUCTION IN STREET LIGHTING, SIDEWALK ACCESS, AND LANE CLOSURES. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS IN ADVANCE OF THE IMPACT.

16. NO VEHICLES, EQUIPMENT, OR SOIL-DISTURBING ACTIVITIES ARE PERMITTED WITHIN ENVIRONMENTALLY

SENSITIVE AREAS OR THEIR BUFFERS UNLESS OTHERWISE APPROVED BY AHJ.

17. REFER TO THE GEOTECHNICAL REPORT PREPARED FOR THIS SITE BY TIERRA, INC. DATED 10-21-2025 FOR

SPECIFIC SITE DATA AND RECOMMENDATIONS.

18. ALL EXISTING SURVEY INFORMATION HAS BEEN PROVIDED BY SAM ON 10-06-2025 AND CAN BE FOUND ON

SHEET 00V-101.

C-001

This item has been electronically signed and sealed by Benjamin B. Ellis on the date adjacent to the seal using a SHA authentication code.

Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

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6.306.20

6.396.31

6.35

6.37

6.04

6.09

6.115.98

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6.46 6.65

6.59

6.26 6.47

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6.386.33

6.24

6.43

6.29 6.28

6.44

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6.39

6.27

6.17

5.85

5.96

6.08

6.07

5.935.90

6.16

6.22

6.11

5.64

6.03 6.01

6.2

6.126.246.14 6.53

6.52

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6.40 6.41

6.526.45

6.47

6.55

6.29

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6.015.89

5.835.70

6.156.15

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5.82

5.92

5.99 5.99

5.74 5.57

5.71

5.98

5.79

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5.615.49

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6.05 5.88

5.87 5.5

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5.44

5.67

6.01

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5.48

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5.45

5.73

5.71

4.63

6.81

6.69

6.45

5.96

5.59

5.24

4.99

4.63

4.49

6.76

7.05

7.48

9.02

10.65

12.55

13.01

13.56

13.61

13.70

6.20

6.17

5.81

5.76

5.65

5.63

5.39

5.30

5.24

5.39

5.35

5.46

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6.22

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6.28

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6.06

5.42

5.11

5.10

4.95

4.69

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4.67

4.41

5.12

4.98

4.13

3.37

3.39

3.42

3.86

3.71

3.92

4.15

4.495.06

4.02

4.11

4.94

5.18

4.90

4.65

4.704.54

4.22

4.44

5.55

6.24

6.65

6.27

6.39

6.37

6.40

6.43

6.36

6.42

6.44

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6.50

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6.52

6.52

6.51

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7.5

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7.11

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7.78

7.41

7.34 7.09

7.14

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7.53 7.397.88

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8.68

7.62

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7.79

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7.30

7.05

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6.9

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6.9

6.75

6.88

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6.73

6.45

6.50

8.72

12.36

13.06

15.53

15.28

15.30

15.54

16.44

16.76

16.76

11.80

11.03

10.42

9.24

10.54

10.00

9.48 8.82

9.26

8.32

9.01

8.50

9.66

9.79

9.28

10.46

9.51

5.55

5.66

5.99

6.56

6.87

6.57

6.46

6.54

6.06

5.50

5.13

5.04

4.99

4.9

5.064.62

11.47

11.18

11.02

10.36

9.76

8.59

8.20

10.15

11.22

8.13

8.12 8.89 9.07

9.20

10.25

10.36

10.38 11.91

11.50 10.87 10.84

10.92 12.25

12.06

10.94 10.70

9.80

9.30

9.36

8.07 8.94

4.54

4.44

4.41

4.12

4.26

4.414.47

4.52

4.47

4.45

4.32

4.63

4.70

4.93

5.07

4.69

4.66

4.55 4.77

4.51

4.71

4.64

5.16

5.10

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4.58

4.09 4.30

5.44

6.38

6.43

6.38

6.64

6.477.29

7.51

6.32

7.71 7.60

6.23

5.77

7.56 7.66

6.82 6.68

4.87

4.71

4.75

5.34

6.16

5.83

5.09

6.74 6.896.68

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4.47

4.54

4.41

4.68

4.48

5.65

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6.41

6.46

6.87

7.61 7.49 7.75 7.53

6.99

6.97

6.24

6.16

6.24

6.61

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7.13

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11.50

11.86

11.70 10.58

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8.66

13.76 13.9914.06

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3.96

4.46

5.36

5.07

4.29

4.96

4.94

5.00

5.01

5.14 5.68

6.39

6.45

5.67

5.52 4.50

4.69

5.54

0.00

5.09

5.38

5.83 5.975.64

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3.9

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4.46

4.13 4.35

4.43

3.90

3.99

3.74

4.25

6.86

4.15

3.98

4.16

4.08

4.12

4.48 4.54

4.51

4.53

4.36

4.145.53

5.91

6.52

7.28

7.89

8.19 7.63 4.12

3.40

3.76 4.07

5.11

4.613.79

4.20 4.16

4.63 4.774.79

4.07

3.98

4.15

4.14

5.32

4.99

5.64

5.87

6.38

7.94

6.50

7.66

6.40

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5.10

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7.20

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5.60

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7.72

7.87

7.05 7.04

6.98

6.90

6.23

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8.29

6.69

6.44

6.62

6.17

5.67

4.07

4.81

5.30

4.25

5.06 5.75

5.66

6.146.04

6.00

5.75

5.47

5.205.05 5.32

5.05

5.50

5.17

5.13

5.01

6.98

7.017.31 8.02

7.96

9.25

9.42 11.03

10.76

14.23

14.23

14.22

13.

13.30

13.06 13.09

13.37

13.11

11.84

9.32

7.18 7.63

8.20

8.02

9.70

7.95

6.96

13.78

13.71 13.26

13.48

13.53

8.94 9.54

13.44 13.41

12.55

11.68

11.00 10.94

9.97

9.90

10.83 11.70

11.02

11.36

10.35

9.74

6.96

7.03

8.72

8.51

10.60

7.25

7.12

7.52

7.61

7.58

7.097.17

7.4

7.71

7.68

7.56

7.23

7.267.38

7.52

7.64

7.69

7.39

7.367.34

7.287.17

7.217.3

7.53

7.47

7.45

7.317.31

7.2

7.13

7.30

7.40

7.35

7.507.33

7.337.47

7.367.09

7.52

7.40

7.45

7.50

7.56

7.45

7.35 7.18

7.297.27

7.467.417.357.387.15 6.91

7.057.05

7.047.16 7.217.22

7.417.39

7.20

7.52

7.64

7.58

7.707.63

7.767.66

7.747.66

7.507.65

7.53

7.57

7.48 7.36

7.44 7.497.31

7.32

7.24

7.48

7.59

7.5

7.39

7.377.55

7.48

7.32

7.05

7.67

7.77

7.40

7.49

7.64

7.75

7.75

7.61

7.48

7.44 7.517.39

7.47

7.35

7.64

7.76

7.71

7.54

7.31 7.21

7.25

7.33

7.60

7.56

7.357.12

7.21

7.377.417.39

7.35 7.28

7.35

7.417.39 7.29

7.28 7.347.26

7.3

7.33

7.26

7.25

7.58

7.66

7.41

8.13

7.36

7.31

7.67

8.16

7.43 7.17

7.46

7.22 6.88

7.74

7.90

8.04

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7.82

7.34

7.48

7.77

7.93

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7.29 7.32

7.37 7.41

7.72

7.89

8.06

7.94

7.76

7.46

7.24 7.00

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7.68

7.97

7.79

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7.1

7.13

7.14

7.1

7.51

7.69

7.89

7.64

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7.1

6.93

6.947.14

7.38

7.65

7.87

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7.46

7.1 37.00

6.936 .98

7.31

7.57

7.72

7.51

7.31

7.1

6.98

6.74 6.9

7.15

7.39

7.57

7.37

7.22

6.9

6.89

6.79

6.89

6.55

6.7

7.08

7.26

7.48

7.28

7.12

6.866.72

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7.71

7.66

7.53

7.38

7.16

7.377.30 7.267.34

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7.32

7.46

7.56

7.41

7.16 7.10

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6.896.95

7.19

7.31

7.23

7.1

7.046.91

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7.41

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7.5

7.53

7.56

7.42

7.12 7.05

6.90

6.99

7.23

7.35

7.31 7.26

10.34

10.35

12.05

12.088.91

8.87

8.88

12.04 17.47

17.90

10.22

10.55 10.66

10.31 10.30

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10.2110.22

10.22

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7.27 7.77

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7.34

10.23

10.79

10.78

10.22

10.18

10.52

7.12 7.44

7.41

7.93

7.537.59

7.17

7.00

7.287.22

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7.06

7.01 7.107.13

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7.187.82

7.51

7.68 8.11

8.30

8.15

7.887.93

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6.67

7.1

7.07

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4.65

7.24

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3.25

4.42

7.57

6.75

7.34

4.76

6.68

6.09

5.08

5.86

6.16

4.50

4.64

5.97

6.87

5.29

5.77

6.38

6.02 5.97

6.54

6.58 6.32

6.77

6.93

7.02 7.55

7.60

6.89

7.61

7.1

7.07

7.10

7.16 4.54

7.03

7.72 7.73

7.39 7.56

7.78

7.99 7.71

7.57 7.79

7.45 7.53 7.50

4.364.28

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3.96 3.914.43

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3.44

3.42

3.74

4.4

3.57

4.39

6.41

6.62

6.59

6.44

4.72

4.29 4.14

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4.06

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5.62 4.57

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4.36 4.41

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4.27

4.16

4.35

4.42

4.40

4.53

4.78

4.67

4.66

5.33 5.70

5.50

5.90

5.97

6.215.26 5.40

5.10

4.33

4.45

4.47

5.58

5.28

6.35

4.00

4.16

7.00

8.17 7.61

7.57

8.15

8.47 8.33

7.93 7.83

7.88

7.74 7.90

8.33

8.47

8.21

8.13

10.41 7.39

7.46

7.43

7.477.46

7.55 7.48

7.59 7.42

7.87

7.87

7.43

7.44

7.88

7.867.85 7.82

7.86

7.84

7.76

7.86

7.77

7.247.27

7.12

7.02

7.85 7.85

7.857.49

8.02

8.02

7.497.88 6.73

6.76

6.68

7.32

7.20

6.90

7.08

7.37

7.11

7.00 7.26

7.17

7.04 7.02

7.44

7.59

7.59

7.26

7.93 7.90

7.39

7.95

7.65

7.72

7.367.87

6.93

7.72

7.62 8.02

8.06

7.68

7.59 7.98

7.987.50

7.42

7.68

7.49 7.27

7.26

7.30 7.17

7.17

7.13

7.907.12

6.9

7.34

7.48

7.28 7.66

7.80 7.69 7.33

7.54

7.60

7.79 7.38

7.42

6.83

7.23

7.51

7.48

7.49

7.48

7.54

7.60

7.42

7.38

7.63

7.67

7.35 7.32

7.68

7.66

6.86

7.27 7.38

7.46

7.64

7.68

7.68

7.66 7.66 7.66

7.63

7.59

7.36

7.28 7.30 7.38

7.44

7.60

7.64

7.65

7.63

7.64

7.65

7.63

7.59

7.61

7.54

7.37

7.31 7.27

7.26

7.37

7.43

7.59

7.61

7.62

7.62

7.62

7.60

7.58

7.56

7.52

7.36

7.28

7.27 7.25

7.607.61

7.647.63

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7.40

7.41

7.44

7.51

7.54

7.62

7.64

7.65

7.62

7.62

7.62

7.61

7.60

7.52

7.49

7.48

7.53

7.55

7.57

7.58

7.57

7.56

7.55

7.56

7.54 7.52

7.50

7.47

7.13

7.39

7.43

7.45

7.50

7.51

7.50

7.48 7.48

7.48

7.47

7.45

7.40

7.37 7.30

7.42

7.167.04 7.15

7.40

6.71 6.666.58

6.61

7.03 7.15

7.146.85

6.66

6.826.75 6.746.81

6.68 6.75

6.81

6.88

6.99

6.92

6.756.67

6.35

6.64

6.67

7.00

7.26

7.50

7.23

6.98

6.7

6.53

6.52 6.36

6.84

7.0

7.12

7.00

6.8

6.6

6.52

6.31

6.466.56

6.697.20 7.18

7.02

6.97

6.707.11 7.096.677.13

7.10 6.476.42

6.80

6.97 6.85

6.77 6.846.80 6.58

6.91

6.58

7.02

7.00

6.56 7.06

7.056.54 6.97

6.99

6.95 6.36

6.22

6.73 6.86

6.90

6.83 6.656.69

6.26

5.95

5.80

5.89

5.64

6.16

6.86

6.94

7.11

6.716.69

6.59 6.62

6.596.49 6.59

6.486.37 7.72

6.216.32

6.21

6.186.04

6.11 5.88

5.69

5.80

5.80 5.71

5.865.80

5.85

5.91

5.94

5.98

5.98

5.96

6.04

6.07

6.12 6.13

6.156.06 6.17

6.32

6.096.21

6.266.26 6.226.146.09

6.23

6.2

6.19

6.39

6.32 6.84

6.28

6.416.47

6.97

6.50

6.64

7.09

6.99

6.576.56

6.8

6.78

6.70

6.70

6.62 6.65

6.21

6.466.31 6.81

6.48

6.70

6.93

6.96

7.01

6.80

6.80 6.78

7.13

6.98

6.72

6.68

6.87

6.696.676.67 6.546.6

7 6.71 6.70

6.78 6.74 6.70

6.75 6.46

6.49

6.45

6.47

6.41

6.536.85

6.956.93

7.00 6.62

6.46

6.45

6.45

6.37

6.18

6.30

6.36

6.38

6.40

6.406.406.366.356.356.35 6.41

6.35

6.35

6.366.30

6.46

6.406.236.386.41

6.41

6.80 6.43

6.57

6.42

6.51

6.42 6.84

6.81

6.57

6.66

6.53

6.50

6.596.48

6.49

6.47

6.57

6.48

6.44

6.48

6.36

6.28

6.44

6.38

6.22 6.39

6.41

6.13 6.35

6.06 6.23

6.45

6.11

6.096.11

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6.76

6.49

6.24

6.18

6.12 6.24

6.14

6.18

6.24

6.09

6.60

6.61

6.57

6.57

6.24 6.20

6.32

6.24 7.65

6.35

5.98

7.54

6.1

7.07

9.95

7.13

7.24 7.22

7.90 6.78

7.41

6.80

7.93

6.81

3.22 6.70

6.76 6.80

6.76 6.87

6.86 6.69

6.79 7.33

6.60

6.89 6.80

6.77 6.85

6.77 6.70

6.66

6.77 6.77

6.89

7.31

6.76

6.69 6.74

6.74 6.71

6.71 6.65

6.62

6.50

7.26

6.59 6.48

6.44 6.46

6.41 6.47

6.44 6.40

6.57

6.28

6.32 7.22

6.33

6.48 6.46

6.35 6.17

6.05

6.28

6.56

6.33 6.226.21

7.18

7.75

0.00

6.60

6.49

14.01

6.36

MIRACLE STRIP PARKWAY SE

GENERAL NOTES

THE BEARINGS SHOWN HEREON ARE REFERENCED TO A LINE

BETWEEN CONTROL POINTS 101 AND 102 AS BEING SOUTH 73

DEGREES 20 MINUTES 47 SECONDS EAST. HORIZONTAL

COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA

NORTH ZONE STATE PLANE COORDINATE SYSTEM, NORTH

AMERICAN DATUM OF 1983. ELEVATIONS SHOWN HEREON ARE

BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988

(GEOID18).

HORIZONTAL AND VERTICAL DATUMS ARE REFERENCED TO

THE TRIMBLE CENTERPOINT RTX POST-PROCESSING SERVICE

BASED ON STATIC GPS SESSIONS OBSERVED SEPTEMBER 8,

2025. GPS OBSERVATIONS WERE SUBMITTED TO AND

PROCESSED BY THE SERVICE TO OBTAIN A SOLUTION.

ELEVATIONS DERIVED FROM GPS MEASUREMENTS ARE NOT

THE SAME AS DIFFERENTIAL LEVELING MEASUREMENTS AND

ARE SUBJECT TO POSSIBLE INACCURACIES DUE TO

ANOMALIES THAT MAY EXIST IN THE GEOIDAL SURFACE THAT

CANNOT BE MODELED ACCURATELY USING THE NGS GEOID

MODEL OF 2018 (GEOID18).

THERE MAY BE ADDITIONAL RIGHTS OF WAY, EASEMENTS,

BUILDING SETBACKS, OR OTHER RESTRICTIONS OF RECORD

THAT ARE NOT SHOWN. THE SURVEYOR HAS NOT BEEN

FURNISHED A TITLE COMMITMENT, THEREFORE NO

CERTIFICATION IS GIVEN THAT ALL RESTRICTIONS OF RECORD

ARE SHOWN. ALSO, NO CERTIFICATION IS GIVEN THAT DEED

OVERLAPS AND UNDERGROUND IMPROVEMENTS OR

ENCROACHMENTS DO NOT EXIST.

THIS SURVEY IS CERTIFIED TO:

HDR ENGINEERING, INC.

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY

PREPARED BY SAM DATED OCTOBER 6, 2025. HDR AND ANY OF

ITS CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR

THE ACCURACY AND/OR COMPLETENESS OF THE

INFORMATION SHOWN HEREON OR ANY ERRORS OR

OMISSIONS RESULTING FROM SUCH.

2. WETLAND DELINEATION LIMITS SHOWN HEREON ARE

ACCORDING TO ENVIRONMENTAL FIELD REVIEW CONDUCTED

BY HDR AND DATED SEPTEMBER 19, 2025. WETLAND

DELINEATION IS SUBJECT TO FDEP REVIEW AND APPROVAL.

KEYNOTES:

1. WETLAND. REFER TO SHEET NOTE 2.

2. 25' WETLAND BUFFER.

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

OKALOOSA COUNTY

BEACH PARKING

BEASLEY PARK

BRAD COLLINS

10443411

30' 60'

EXISTING CONDITIONS

SHEET NOTES:

SURVEY LEGEND AND NOTES:

10443411-00V-101.dwg

1" = 30'

C:

\pw wo rki ng \ea st0 1\d

3\1

1-

V-

1.d wg

C-010

This item has been electronically signed and sealed by Benjamin B. Ellis on the date adjacent to the seal using a SHA authentication code.

Printed copies of this document are not considered

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5.615.49

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6.22

5.40

4.97

6.28

5.86

6.24

5.91 5.33

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4.66

4.79

5.29

5.72

5.87

6.06

5.42

5.11

5.10

4.95

4.69

5.25

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4.67

4.41

5.12

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3.37

3.39

3.42

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5.18

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6.40

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6.36

6.42

6.50

6.44

6.52

6.52

6.51

6.50

6.48

6.51

6.47

6.55

6.56 6.56

6.59 6.54

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7.22

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9.79

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5.55

5.66

5.99

6.56

6.87

6.57

6.46

6.54

6.06

5.50

5.13

5.04

4.99

4.9

5.064.62

11.47

11.18

11.02

10.36

9.76

8.59

8.20

10.15

11.22

8.13

8.12 8.89 9.07

9.20

10.25

10.36

10.38 11.91

11.50 10.87 10.84

10.92 12.25

12.06

10.94 10.70

9.80

9.30

9.36

8.07 8.94

4.54

4.44

4.41

4.12

4.26

4.414.47

4.52

4.47

4.45

4.32

4.63

4.70

4.93

5.07

4.69

4.66

4.55 4.77

4.51

4.71

4.64

5.16

5.10

4.81

5.0 4 4.81

4.58

4.09 4.30

5.44

6.38

6.43

6.38

6.64

6.477.29

7.51

6.32

7.71 7.60

6.23

5.77

7.56 7.66

6.82 6.68

4.87

4.71

4.75

5.34

6.16

5.83

5.09

6.74 6.896.68

4.33

4.47

4.54

4.41

4.68

4.48

5.65

5.74

6.41

6.46

6.87

7.61 7.49 7.75 7.53

6.99

6.97

6.24

6.16

6.24

6.61

6.99

7.24

7.13

6.89

11.50

11.86

11.70 10.58

9.10

8.66

13.76 13.9914.06

13.72

3.96

4.46

5.36

5.07

4.29

4.96

4.94

5.00

5.01

5.14 5.68

6.39

6.45

5.67

5.52 4.50

4.69

5.54

0.00

5.09

5.38

5.83 5.975.64

4.87

3.9

5.62

4.46

4.13 4.35

4.43

3.90

3.99

3.74

4.25

6.86

4.15

3.98

4.16

4.08

4.12

4.48 4.54

4.51

4.53

4.36

4.145.53

5.91

6.52

7.28

7.89

8.19 7.63 4.12

3.40

3.76 4.07

5.11

4.613.79

4.20 4.16

4.63 4.774.79

4.07

3.98

4.15

4.14

5.32

4.99

5.64

5.87

6.38

7.94

6.50

7.66

6.40

6.74

5.10

6.72

7.04

6.58

7.20

7.08

5.60

5.79

7.72

7.87

7.05 7.04

6.98

6.90

6.23

7.88

8.29

6.69

6.44

6.62

6.17

5.67

4.07

4.81

5.30

4.25

5.06 5.75

5.66

6.146.04

6.00

5.75

5.47

5.205.05 5.32

5.05

5.50

5.17

5.13

5.01

6.98

7.017.31 8.02

7.96

9.25

9.42 11.03

10.76

14.23

14.23

14.22

13.

13.30

13.06 13.09

13.37

13.11

11.84

9.32

7.18 7.63

8.20

8.02

9.70

7.95

6.96

13.78

13.71 13.26

13.48

13.53

8.94 9.54

13.44 13.41

12.55

11.68

11.00 10.94

9.97

9.90

10.83 11.70

11.02

11.36

10.35

9.74

6.96

7.03

8.72

8.51

10.60

7.25

7.12

7.52

7.61

7.58

7.097.17

7.4

7.71

7.68

7.56

7.23

7.267.38

7.52

7.64

7.69

7.39

7.367.34

7.287.17

7.217.3

7.53

7.47

7.45

7.317.31

7.2

7.13

7.30

7.40

7.35

7.507.33

7.337.47

7.367.09

7.52

7.40

7.45

7.50

7.56

7.45

7.35 7.18

7.297.27

7.467.417.357.387.15 6.91

7.057.05

7.047.16 7.217.22

7.417.39

7.20

7.52

7.64

7.58

7.707.63

7.767.66

7.747.66

7.507.65

7.53

7.57

7.48 7.36

7.44 7.497.31

7.32

7.24

7.48

7.59

7.5

7.39

7.377.55

7.48

7.32

7.05

7.67

7.77

7.40

7.49

7.64

7.75

7.75

7.61

7.48

7.44 7.517.39

7.47

7.35

7.64

7.76

7.71

7.54

7.31

7.21

7.25

7.33

7.60

7.56

7.357.12

7.21

7.377.417.39

7.35 7.28

7.35

7.417.39 7.29

7.28 7.347.26

7.3

7.33

7.26

7.25

7.58

7.66

7.41

8.13

7.36

7.31

7.67

8.16

7.43 7.17

7.46

7.22 6.88

7.74

7.90

8.04

7.9

7.82

7.34

7.48

7.77

7.93

8.03

7.88

7.70

7.34

7.36

7.29 7.32

7.37 7.41

7.72

7.89

8.06

7.94

7.76

7.46

7.24 7.00

7.53

7.68

7.97

7.79

7.56

7.1

7.13

7.14

7.1

7.51

7.69

7.89

7.64

7.37

7.1

6.93

6.947.14

7.38

7.65

7.87

7.67

7.46

7.1 37.00

6.936 .98

7.31

7.57

7.72

7.51

7.31

7.1

6.98

6.74 6.9

7.15

7.39

7.57

7.37

7.22

6.9

6.89

6.79

6.89

6.55

6.7

7.08

7.26

7.48

7.28

7.12

6.866.72

7.207.32

7.61

7.71

7.66

7.53

7.38

7.16

7.377.30 7.267.34

7.28

7.18

7.32

7.46

7.56

7.41

7.16 7.10

6.85

6.57

6.896.95

7.19

7.31

7.23

7.1

7.046.91

6.7

7.1

7.00

7.53

7.64

7.547.07 6.97

7.06

7.10 7.107.11

7.19 7.007.00

7.367.33 7.38

7.31

7.36

7.41

7.26 7.5

7.53

7.56

7.42

7.12 7.05

6.90

6.99

7.23

7.35

7.31 7.26

10.34

10.35

12.05

12.088.91

8.87

8.88

12.04 17.47

17.90

10.22

10.55 10.66

10.31 10.30

10.73 10.76

10.29

10.2110.22

10.22

10.09

10.14

7.27 7.77

7.80

7.34

10.23

10.79

10.78

10.22

10.18

10.52

7.12 7.44

7.41

7.93

7.537.59

7.17

7.00

7.287.22

7.10

7.06

7.01 7.107.13

7.59

7.187.82

7.51

7.68 8.11

8.30

8.15

7.887.93

7.10

6.67

7.1

7.07

5.76

4.65

7.24

3.84

3.25

4.42

7.57

6.75

7.34

4.76

6.68

6.09

5.08

5.86

6.16

4.50

4.64

5.97

6.87

5.29

5.77

6.38

6.02 5.97

6.54 6.586.32

6.77

6.93

7.02 7.55

7.60

6.89

7.61

7.1

7.07

7.10

7.16 4.54

7.03

7.72 7.73

7.39 7.56

7.78

7.99 7.71

7.57 7.79

7.45 7.53 7.50

4.364.28

5.55

4.71

3.96 3.914.43

4.07

3.44

3.42

3.74

4.4

3.57

4.39

6.41

6.62

6.59

6.44

4.72

4.29 4.14

4.23

4.06

5.93

5.62 4.57

3.56

4.24

4.36 4.41

5.02

5.03 4.83

4.27

4.16

4.35

4.42

4.40

4.53

4.78

4.67

4.66

5.33 5.70

5.50

5.90

5.97

6.215.26 5.40

5.10

4.33

4.45

4.47

5.58

5.28

6.35

4.00

4.16

7.00

8.17 7.61

7.57

8.15

8.47 8.33

7.93 7.83

7.88

7.74 7.90

8.33

8.47

8.21

8.13

10.41 7.39

7.46

7.43

7.477.46

7.55 7.48

7.59 7.42

7.87

7.87

7.43

7.44

7.88

7.867.85 7.82

7.86

7.84

7.76

7.86

7.77

7.247.27

7.12

7.02

7.85 7.85

7.857.49

8.02

8.02

7.497.88 6.73

6.76

6.68

7.32

7.20

6.90

7.08

7.37

7.11

7.00 7.26

7.17

7.04 7.02

7.44

7.59

7.59

7.26

7.93 7.90

7.39

7.95

7.65

7.72

7.367.87

6.93

7.72

7.62 8.02

8.06

7.68

7.59 7.98

7.987.50

7.42

7.68

7.49 7.27

7.26

7.30 7.17

7.17

7.13

7.907.12

6.9

7.34

7.48

7.28 7.66

7.80 7.69 7.33

7.54

7.60

7.79 7.38

7.42

6.83

7.23

7.51

7.48

7.49

7.48

7.54

7.60

7.42

7.38

7.63

7.67

7.35 7.32

7.68

7.66

6.86

7.27 7.38

7.46

7.64

7.68

7.68

7.66 7.66 7.66

7.63

7.59

7.36

7.28 7.30 7.38

7.44

7.60

7.64

7.65

7.63

7.64

7.65

7.63

7.59

7.61

7.54

7.37

7.31 7.27

7.26

7.37

7.43

7.59

7.61

7.62

7.62

7.62

7.60

7.58

7.56

7.52

7.36

7.28

7.27 7.25

7.607.61

7.647.63

7.62

7.40

7.41

7.44

7.51

7.54

7.62

7.64

7.65

7.62

7.62

7.62

7.61

7.60

7.52

7.49

7.48

7.53

7.55

7.57

7.58

7.57

7.56

7.55

7.56

7.54 7.52

7.50

7.47

7.13

7.39

7.43

7.45

7.50

7.51

7.50

7.48 7.48

7.48

7.47

7.45

7.40

7.37 7.30

7.42

7.167.04 7.15

7.40

6.71 6.666.58

6.61

7.03 7.15

7.146.85

6.66

6.826.75 6.746.81

6.68 6.75

6.81

6.88

6.99

6.92

6.756.67

6.35

6.64

6.67

7.00

7.26

7.50

7.23

6.98

6.7

6.53

6.52 6.36

6.84

7.0

7.12

7.00

6.8

6.6

6.52

6.31

6.466.56

6.697.20 7.18

7.02

6.97

6.707.11 7.096.677.13

7.10 6.476.42

6.80

6.97 6.85

6.77 6.846.80 6.58

6.91

6.58

7.02

7.00

6.567.06 7.056.54

6.97

6.99

6.95 6.36

6.22

6.73 6.86

6.90

6.83 6.656.69

6.26

5.95

5.80

5.89

5.64

6.16

6.86

6.94

7.11

6.716.69

6.59 6.62

6.596.49 6.59

6.486.37 7.72

6.216.32

6.21

6.186.04

6.11 5.88

5.69

5.80

5.80 5.71

5.865.80

5.85

5.91

5.94

5.98

5.98

5.96

6.04

6.07

6.12 6.13

6.156.06 6.17

6.32

6.096.21

6.266.26 6.226.146.09

6.23

6.2

6.19

6.39

6.32 6.84

6.28

6.416.47

6.97

6.50

6.64

7.09

6.99

6.576.56

6.8

6.78

6.70

6.70

6.62 6.65

6.21

6.466.31 6.81

6.48

6.70

6.93

6.96

7.01

6.80

6.80 6.78

7.13

6.98

6.72

6.68

6.87

6.696.676.67 6.546.6

7 6.71 6.70

6.78 6.74 6.70

6.75 6.46

6.49

6.45

6.47

6.41

6.536.85

6.956.93

7.00 6.62

6.46

6.45

6.45

6.37

6.18

6.30

6.36

6.38

6.40

6.406.406.366.356.356.35 6.41

6.35

6.35

6.366.30

6.46

6.406.236.386.41

6.41

6.80 6.43

6.57

6.42

6.51

6.42 6.84

6.81

6.57

6.66

6.53

6.50

6.596.48

6.49

6.47

6.57

6.48

6.44

6.48

6.36

6.28

6.44

6.38

6.22 6.39

6.41

6.13 6.35

6.06 6.23

6.45

6.11

6.096.11

6.19

6.76

6.49

6.24

6.18

6.12 6.24

6.14

6.18

6.24

6.09

6.60

6.61

6.57

6.57

6.24 6.20

6.32

6.24 7.65

6.35

5.98

7.54

6.1

7.07

9.95

7.13

7.24 7.22

7.90 6.78

7.41

6.80

7.93

6.81

3.22 6.70

6.76 6.80

6.76 6.87

6.86 6.69

6.79 7.33

6.60

6.89 6.80

6.77 6.85

6.77 6.70

6.66

6.77 6.77

6.89

7.31

6.76

6.69 6.74

6.74 6.71

6.71 6.65

6.62

6.50

7.26

6.59 6.48

6.44 6.46

6.41 6.47

6.44 6.40

6.57

6.28

6.32 7.22

6.33

6.48 6.46

6.35 6.17

6.05

6.28

6.56

6.33 6.226.21

7.18

7.75

0.00

6.60

6.49

14.01

6.36

NO WORK IN THIS AREA

NO WORK IN THIS AREA

LEGEND:

SILT FENCE. SEE DETAIL 4, SHEET C-400,

CONSTRUCTION ENTRANCE. SEE DETAIL

3, SHEET C-400.

LIMIT OF WORK

SHEET NOTES:

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY

PREPARED BY SAM DATED OCTOBER 6, 2025. HDR AND ANY OF

ITS CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR

THE ACCURACY AND/OR COMPLETENESS OF THE

INFORMATION SHOWN HEREON OR ANY ERRORS OR

OMISSIONS RESULTING FROM SUCH.

2. WETLAND DELINEATION LIMITS SHOWN HEREON ARE

ACCORDING TO ENVIRONMENTAL FIELD REVIEW CONDUCTED

BY HDR AND DATED SEPTEMBER 19, 2025. WETLAND

DELINEATION IS SUBJECT TO FDEP REVIEW AND APPROVAL.

3. REFER TO GENERAL NOTES SHEET C-001 FOR EROSION

CONTROL NOTES.

KEY NOTES:

1. WETLAND DELINEATION. SEE SHEET NOTE 2.

2. 25' WETLAND BUFFER.

3. CONSTRUCTION ENTRANCE. SEE DETAIL 3, SHEET C-400.

4. DOUBLE SILT FENCE. SEE DETAIL 4, SHEET C-400.

5. TREE PROTECTION. SEE FDOT INDEX 110-100 FOR DETAILS.

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

OKALOOSA COUNTY

BEACH PARKING

BEASLEY PARK

BRAD COLLINS

10443411

EROSION CONTROL PLAN

30' 60' 10443411-00CG101.dwg

1" = 30' C-020

C:

\pw wo rki ng \ea st0 1\d

3\1

1-

CG

1.d wg

This item has been electronically signed and sealed by Benjamin B. Ellis on the date adjacent to the seal using a SHA authentication code.

Printed copies of this document are not considered

6.39

6.30

6.39 6.04

6.09

6.11

6.34

6.65 6.59

6.26 6.416.51 6.24

6.43

6.29 6.28

6.44 6.48

6.40 6.39

6.17

6.2

96.24 6.53

6.2

6.41

6.52

6.55

6.29 6.01

5.92

5.99

5.74

5.98

5.79

5.61

6.05 5.88

5.5

6.25

6.81

6.69

6.45

5.96

5.59

5.24

4.99

4.63

4.49

6.76

7.05

7.48

9.02

10.65

12.55

13.01

13.56

13.61

13.70

5.32

7.96

6.22

5.40

4.97

6.28

5.86

6.24

5.91 5.33

5.42

4.95

5.00

4.67

4.98

3.39

3.86

4.15

5.06

4.90

4.65

4.22

4.44

6.24

7.35

7.35

7.43

7.27

7.16

7.5

7.11

7.29

7.82

7.43

7.347.72

7.07 7.55

7.36

8.68

7.79

7.00

7.12

6.92 7.43

7.16

7.30

7.05

6.9

6.9

6.75

7.0

15.30

10.42

9.24

10.00

8.82

9.01

9.79

6.87

6.46

6.54

6.06

5.04

4.9

10.36

8.20

11.22

10.36 10.92

9.30

8.07

4.54

4.12

4.47

4.32

4.71

5.16

5.0

4.58

4.09 4.30

6.43

7.71

4.87

4.75

4.33

5.74

6.46

7.49

6.16 7.13

13.76

4.46

5.36

5.07

4.29

5.00

5.01

6.39

6.45

5.67

5.52 4.50

4.69

5.54

0.00

5.38

5.64

3.9

5.62

4.46

4.13 4.35

4.43

3.90

3.99

3.74

4.25

6.86

3.98

4.16

4.08

4.54

4.51

4.36

4.14

7.63 4.12

3.40

3.76 4.07

5.11

4.613.79

4.20 4.16

4.63 4.77

4.15

4.14

5.32

5.64

5.87

6.38

6.50

7.66

6.40

7.04

5.79

7.05

6.98

6.69

6.44

6.62

6.17

5.67

4.07

4.81

5.30

5.32

5.05

5.17

5.13

8.02

13.

7.63

13.53

9.54

9.97

10.60

7.25

7.52

7.61

7.58

7.09

7.4

7.71

7.56

7.23

7.38

7.52

7.64

7.69

7.36

7.3

7.2

7.40

7.47

7.40

7.50

7.35 7.18

7.04

7.64

7.70

7.74

7.57

7.48 7.36

7.59

7.5

7.48

7.05

7.67

7.77

7.49

7.64

7.75

7.75

7.61

7.48

7.47

7.64

7.76

7.71

7.54

7.31

7.21

7.25

7.33

7.60

7.56

7.35

7.41

7.3

7.41

7.36

7.31

7.67

8.16

7.43

7.74

7.90

8.04

7.9

7.82

7.34

7.24

7.53

7.68

7.97

7.79

7.56

7.1

7.14

7.1

7.51

7.69

7.89

7.64

7.37

7.1

7.14

7.38

7.65

7.87

7.67

7.46

7.1 37.00

6.9

7.31

7.57

7.72

7.51

7.1

6.9

7.15

7.39

7.57

7.37

7.22

6.9

6.89

6.7

7.08

7.26

7.48

7.28

7.12

6.86

7.32

7.61

7.66

7.53

7.38

7.34

7.28

7.18

7.32

7.46

7.56

7.41

7.16

6.85

6.57

6.95

7.19

7.31

7.23

7.1

7.04

6.7

7.1

7.64

7.54 7.19

7.36

7.5

7.56

7.42

7.12 7.05

6.99

7.23

7.35

7.26 8.87

10.55

10.73

10.2110.22

7.53

7.17

7.22

7.13

7.59

7.82

7.51

7.88

6.67

7.1

7.07

5.76

4.65

7.24

3.84

3.25

4.42

7.57

6.75

4.76

6.68

6.09

5.08

5.86

4.50

4.64

6.87

6.38

6.54

6.77

7.61

7.1

7.16 4.54

7.72 7.73

7.78

7.99 7.71

7.57 7.79

7.45 7.53 7.50

4.364.28

5.55

3.964.43

4.07

3.44

3.42

3.74

4.4

3.57

4.39

6.41

6.59

4.14

4.23

5.93

5.62

4.24

5.03

4.27

4.16

4.35

4.42

4.40

5.70

5.40

4.33

4.47

6.35

4.00

4.16

8.17 7.61

7.57

8.15

8.47 8.337.83

7.88

7.74

8.33

8.47

10.41

7.47

7.55 7.48

7.59 7.867.85 7.82

7.86

7.84

7.76

7.86

7.77

7.24

7.12

7.02

7.85 7.85

7.85

7.88 7.32

6.90

7.08

7.04 7.02

7.59

7.93 7.90

7.95

7.87

6.93

8.02

8.067.98

7.98

7.68

7.17

7.907.12

6.9

7.66

7.80 7.69

7.79

7.51

7.66

6.86

7.63

7.61

7.58

7.62

7.60

7.52

7.13

7.48

7.45

7.37

7.15

7.15

7.14

6.66

6.75

6.88

6.99

6.92

6.75

6.67

7.00

7.50

7.23

6.98

6.7

6.52

6.84

7.0

7.12

7.00

6.8

6.6

6.31

6.56

7.20 7.18

7.11 7.09

7.13 7.10

6.47

6.85

7.06 7.05

6.97 6.95

6.36

6.86

6.26

5.955.89

6.16

6.86

6.94

7.72

6.21

6.11

5.86

5.96

6.07

6.13

6.2

6.39

6.84

6.97

7.09

6.99

6.8

6.70

6.70

6.62

6.21

6.466.81

6.93

6.96

7.01

6.80

6.6

6.74

6.49

6.47

6.41

6.85

6.956.93

7.00

6.46

6.18

6.38

6.35

6.41

6.80

6.51

6.84

6.81

6.57

6.66

6.49 6.57

6.44

6.48

6.28

6.44

6.22 6.39

6.13 6.35

6.06 6.23

6.11

6.11

6.19

6.24

7.655.98

7.54

6.1

7.07

9.95

7.13 7.22

7.90 6.78

7.41

6.80

7.93

6.81

3.22 6.70

6.76 6.80

6.76 6.87

6.86 6.69

6.79 7.33

6.80 6.77

6.85 6.77

6.70

6.77 6.89

7.31

6.74 6.74

6.71 6.71

6.65

7.26

6.59 6.48

6.44 6.46

6.41 6.47

6.44 6.40

6.57

7.22

6.33

6.48 6.46

6.35 6.17

6.05

6.28

7.18

7.75

0.00

6.36

X X

X X

X

X X

X

X

X X

X

XX

NO WORK IN THIS AREA

X

X

X

XX X

LEGEND:

X REMOVE TREE

MILL & RESURFACE 1.5" OF EXISTING

PAVEMENT

REMOVE EXISTING ITEM

EXISTING WOODEN FENCE TO BE REMOVED

EXISTING WOOD POST AND ROPE FENCE TO

BE REMOVED

LIMIT OF WORK

KEYNOTES:

1. REMOVE EXISTING FENCE.

2. REMOVE EXISTING SIDEWALK.

3. COORDINATE WITH OKALOOSA COUNTY AND FPL

TO REMOVE EXISTING OVERHEAD UTILITY WIRING

NOT IN USE.

4. REMOVE PAVEMENT MARKINGS (TYP.)

5. REMOVE EXISTING LIGHT POLE AND ALL

ASSOCIATED WIRES AND CONDUIT BACK TO

SOURCE.

6. REMOVE CONCRETE PAD.

7. REMOVE WOODEN POSTS (TYP.)

8. SIGN TO BE SALVAGED AND RETURNED TO

OWNER.

9. COORDINATE WITH OKALOOSA COUNTY TO

REMOVE CONCRETE PAD WITH ABANDONED

SPRINKLER PUMP AND ALL ASSOCIATED

ELECTRICAL EQUIPMENT.

10. COORDINATE WITH OKALOOSA COUNTY AND FPL

TO REMOVE THE EXISTING POWER POLE, UTILITY

METER, PANEL BOARD AND ALL OTHER

ELECTRICAL EQUIPMENT INCLUDING ALL

ASSOCIATED WIRES AND CONDUIT NOT IN USE.

11. CONTRACTOR TO COORDINATE WITH COUNTY FOR

REMOVAL OF IRRIGATION CONTROL VALVE.

12. EXISTING LIGHT POLE TO REMAIN.

13. EXISTING TREE TO REMAIN.

14. WETLAND DELINEATION. REFER TO SHEET NOTE 2.

15. 25' WETLAND BUFFER.

16. RELOCATE DUMPSTER AND ENCLOSURE. SEE SITE

PLAN FOR RELOCATION.

17. RELOCATE WHEEL STOPS ON SITE FOR

RE-INSTALLATION AFTER NEW PARKING

CONFIGURATION IS COMPLETED. SEE DETAIL ON

SHEET C-400 FOR REPLACEMENT OF BROKEN

WHEELSTOPS (TYP.)

18. EXISTING WOODEN POSTS TO REMAIN (TYP.)

19. REMOVE EXISTING UNDERGROUND ELECTRICAL

CONDUITS AND ALL ASSOCIATED WIRING BACK TO

SOURCE.

20. REMOVE EXISTING LIGHT POLE AND ALL

ASSOCIATED WIRES AND CONDUIT BACK TO

SOURCE - NOT SHOWN ON SURVEY.

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY

PREPARED BY SAM DATED OCTOBER 6, 2025. HDR AND ANY OF

ITS CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR

THE ACCURACY AND/OR COMPLETENESS OF THE

INFORMATION SHOWN HEREON OR ANY ERRORS OR

OMISSIONS RESULTING FROM SUCH.

2. WETLAND DELINEATION LIMITS SHOWN HEREON ARE

ACCORDING TO ENVIRONMENTAL FIELD REVIEW CONDUCTED

BY HDR AND DATED SEPTEMBER 19, 2025. WETLAND

DELINEATION IS SUBJECT TO FDEP REVIEW AND APPROVAL.

SHEET NOTES:

SURVEY LEGEND:

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

OKALOOSA COUNTY

BEACH PARKING

BEASLEY PARK

BRAD COLLINS

10443411

DEMOLITION PLAN

30' 60' 10443411-00VX101.dwg

1" = 30' C-030

C:

\pw wo rki ng \ea st0 1\d

3\1

1-

VX

1.d wg

This item has been electronically signed and sealed by Benjamin B. Ellis on the date adjacent to the seal using a SHA authentication code.

Printed copies of this document are not considered

6.04

6.09

6.29 6.28

6.24

6.12 6.17

5.85

5.96

6.08

6.07

5.935.90

6.16

6.22

6.11 5.64

6.03 6.01

6.25

5.66

5.36

5.44

5.67

6.01

6.30

5.48

5.64

5.45

5.73

5.71

4.63

6.81

6.69

6.45

5.96

5.59

5.24

4.99

4.63

4.49

6.76

7.05

7.48

9.02

10.65

12.55

13.01

13.56

13.61

13.70

6.20

6.17

5.81

5.76

5.65

5.63

5.39

5.30

5.24

5.39

5.35

5.46

5.32

7.96

6.22

5.40

4.97

6.28

6.27

6.39

6.37

6.40

6.43

6.36

6.42

6.44

6.36

6.42

6.50

6.44

6.52

6.52

6.51

6.50

6.48 6.51

6.47 6.55

6.56 6.56

6.59 6.54

6.556.596.60

6.91

7.22

7.35

7.35

7.43

7.27

7.707.54 7.16

5.55 5.66

5.99

6.56

0.00

4.25

5.67

10.34

10.35

12.05

12.088.91

8.88

12.04 17.47

17.90

10.22

10.66

10.31 10.30

10.76

10.29 10.22

10.09

10.14

7.27 7.77

7.80

7.34

10.23

10.79

10.78

10.22

10.18

10.52

7.12 7.44

7.41

7.22

7.10

7.06

7.01 7.107.13

7.59

7.187.82

6.16

6.02

6.93

7.02 7.55

7.60 6.89

7.61

7.07

7.10 4.07

3.74

7.39

7.46

7.55 7.48

7.27

6.73 6.76

6.68

7.32

7.37

7.11

7.00 7.26

7.17

7.59

7.42 7.27

7.26

7.30

7.17

7.13

7.90

6.83

7.23

7.51

7.66

6.86

7.63

7.61

7.58

7.62

7.60

7.52

7.13

7.45

6.81

6.58

6.86

6.94

7.72

6.49

6.24

6.18

6.12 6.24

6.14

6.18

6.24

6.09

6.24 6.20

6.32

6.24

6.35

7.54

9.95

7.24

7.90

7.93

7.33 6.60

6.89

6.66

6.77 7.31

6.76

6.69

6.62

6.50

7.26

6.59 6.48

6.44 6.46

6.41 6.47

6.44 6.40

6.57 6.28

6.32 7.22

6.33 6.48

6.35 6.17

7.18

7.75

0.00

6.60

6.49

14.01

6.36

NO WORK IN THIS AREA

.5

P1

P2

P3

P5

P4

5'

.0

7'

TY

P.

9' (TYP.)

24'

R10'

5'

N 513170.18 E 1311326.32

N 513058.10 E 1311717.78

N 513064.08 E 1311728.45

N 513186.61 E 1311314.20

N 513248.09 E 1311331.99

N 513125.55 E 1311746.25

N 513124.68 E 1311324.56

N 513028.72 E 1311659.72

N 513242.68 E 1311602.59

N 513312.09 E 1311367.52

N 513372.19 E 1311389.96

N 513308.24 E 1311606.55

22.08'

N 513173.69 E 1311271.66

N 513307.13 E 1311298.02

40'

MIRACLE STRIP PARKWAY SE

DRY RETENTION AREA

DRY RETENTION AREA

PARKING SPACES

INFORMATION

TOTAL EXISTING

PARKING 200

ADDITIONAL

PARKING SPACES 114

TOTAL PARKING

SPACES 314

EXISTING ADA

PARKING SPACES

TO REMAIN

PARKING SPACES

ANGLE (DEGREES) 90

PARKING SPOT

WIDTH (FT) 9

PARKING SPOT

DEPTH (FT) 20

HANDICAP SPOT

WIDTH 12

HANDICAP SPOT

DEPTH 20

PROJECT AREA

(AC) 3.36

LEGEND:

PROPOSED 4" THICK CONCRETE SIDEWALK.

SEE DETAIL 5, SHEET C-400.

PROPOSED ASPHALT PAVEMENT. SEE

DETAIL 1, SHEET C-400.

LIMIT OF WORK

PARKING AREA

PARKING COUNT PER ROW

PROPOSED LANDSCAPE

EXISTING ASPHALT PAVEMENT

MILL & RESURFACE 1.5" OF EXISTING

PAVEMENT

PROPOSED CENTERLINE

P1

KEYNOTES:

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY

PREPARED BY SAM DATED OCTOBER 6, 2025. HDR AND ANY OF

ITS CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR

THE ACCURACY AND/OR COMPLETENESS OF THE

INFORMATION SHOWN HEREON OR ANY ERRORS OR

OMISSIONS RESULTING FROM SUCH.

2. WETLAND DELINEATION LIMITS SHOWN HEREON ARE

ACCORDING TO ENVIRONMENTAL FIELD REVIEW CONDUCTED

BY HDR AND DATED SEPTEMBER 19, 2025. WETLAND

DELINEATION IS SUBJECT TO FDEP REVIEW AND APPROVAL.

3. THE USE OF DISCOLORING MATERIALS (RED AND YELLOW

CLAY, UNCLEAN SAND AND SIMILAR MATERIALS CONTAINING

DISCOLORING PARTICLES) IS PROHIBITED IN OKALOOSA

ISLAND.

4. NO PORTION OF ANY TYPE OF SIGN SHALL BE PROJECT NOR

BE LOCATED CLOSER THAN 10' FROM ANY RIGHT OF WAY OR

PROPERTY LINE.

5. EXISTING 10' MINIMUM LANDSCAPING BUFFER ALONG

PERIMETER OF HIGHWAY 98 IS TO REMAIN.

6. IRRIGATION TO BE DONE BY CONTRACTOR IF NEEDED.

SHEET NOTES:

1. PROPOSED CROSSWALK. REFER TO FDOT INDEX 711-001.

2. PROPOSED RELOCATED AND NEW WHEEL STOP. REFER TO

DETAIL 2, SHEET C-400.

3. WETLAND. SEE SHEET NOTE 2.

4. 25' WETLAND BUFFER.

5. RELOCATED DUMPSTER. TRASH COLLECTION TO OPERATE AS

NORMAL.

6. PROPOSED MUTCD R1-1 STOP SIGN.

7. PROPOSED THROUGH LANE USE PAVEMENT MARKING. REFER

TO FDOT INDEX 711-001 (TYP.)

8. FDOT INDEX 520-001 TYPE 'D' CURB.

9. EXISTING 90 DEGREE PARKING TO REMAIN.

10. EXISTING HANDICAP PARKING TO REMAIN.

11. RIP RAP PER FDOT STANDARD SPECIFICATION 530.

12. PROPOSED CONCRETE EXERCISE PAD. SEE DETAIL 5, SHEET

C-400.

13. PROPOSED MONUMENT SIGN.

14. EXISTING COASTAL CONSTRUCTION CONTROL LINE.

15. PROPOSED 6" TURN DOWN SIDEWALK, SEE DETAIL 2, SHEET

C-401.

SITE DATA

ZONING REC

FLUM ISLAN

EXISTING USE BEACH PARKING

ADJACENT

EXISTING USES

HOTEL, RESORT,

EGLIN AFB

MAXIMUM

IMPERVIOUS

SURFACE AREA

(ISA)

75%

ISA PROVIDED 59%

MAXIMUM FLOOR

AREA RATIO (FAR) 75%

PROVIDED FAR 0%

FLOOD ZONE AE-9

FEMA FIRM PANEL

NO. 12091C0464J

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

OKALOOSA COUNTY

BEACH PARKING

BEASLEY PARK

BRAD COLLINS

10443411

40' 80'

SITE PLAN

10443411-01CS101.dwg

1" = 40' C-100

C:

\pw wo rki ng \ea st0 1\d

3\1

1-

CS

1.d wg

This item has been electronically signed and sealed by Benjamin B. Ellis on the date adjacent to the seal using a SHA authentication code.

Printed copies of this document are not considered

6.35

6.37

6.04

6.09

6.346.34

6.14 6.13

6.47 6.38

6.29 6.28

6.44

6.476.476.47 6.41

6.47 6.51

6.24

6.12

6.366.396.35

6.17

5.85

5.96

6.08

6.07

5.935.90

6.16

6.22

6.11

5.64

6.03 6.01

6.52

6.40

6.28

5.83

6.156.15

6.27

5.99

5.79

5.49

5.835.83

6.04

5.87

5.73 6.006.00 6.11

6.26

6.06 6.08

5.84

6.25

5.66

5.36

5.44

5.67

6.01

6.30

5.48

5.64

5.45

5.73

5.71

4.63

6.81

6.69

6.45

5.96

5.59

5.24

4.99

4.63

4.49

6.76

7.05

7.48

9.02

10.65

12.55

13.01

13.56

13.61

13.70

6.20

6.17

5.81

5.76

5.65

5.63

5.39

5.30

5.24

5.39

5.35

5.46

5.32

7.96

6.22

5.40

4.97

6.28

6.27

6.39

6.37

6.40

6.43

6.36

6.42

6.44

6.36

6.42

6.50

6.44

6.52

6.52

6.51

6.50

6.48

6.51

6.47

6.55

6.56 6.56

6.59 6.54

6.556.596.60

6.91

7.22

7.35

7.35

7.43

7.27

7.70 7.54 7.16

5.55

5.66

5.99

6.56

0.00

4.25

5.67

7.68

7.39

7.28

7.53

7.47

7.45

7.31

7.30

7.35

7.50

7.36

7.52

7.45

7.56

7.45

7.29

7.467.417.357.38

7.05

7.16 7.21

7.41

7.52 7.58

7.76

7.65

7.53

7.44 7.49

7.48

7.55

7.40

7.39

7.377.417.397.39

7.34

7.33

7.66

8.13

7.46

7.48

7.77

7.93

8.03

7.88

7.70

7.34

7.36

7.37

7.72

7.89

8.06

7.94

7.76

7.46

7.31

7.71

7.37

7.53

7.07 6.97

7.06

7.10 7.107.11

7.38

7.31

7.36

7.41 7.53

7.31

10.34

10.35

12.05

12.088.91

8.88

12.04 17.47

17.90

10.22

10.66

10.31 10.30

10.76

10.29 10.22

10.09

10.14

7.27 7.77

7.80

7.34

10.23

10.79

10.78

10.22

10.18

10.52

7.12 7.44

7.41

7.22

7.10

7.06

7.01 7.107.13

7.59

7.187.82

6.16

6.02

6.93

7.02 7.55

7.60

6.89

7.61

7.07

7.10 4.07

3.74

7.39

7.46

7.43

7.46

7.55 7.48

7.42

7.87

7.87

7.43

7.44

7.88

7.867.85 7.82

7.86

7.27

7.85 7.85

7.85 7.49

8.02

8.02

7.497.88 6.73

6.76

6.68

7.32

7.37

7.11

7.00 7.26

7.17

7.44

7.59

7.59

7.26

7.93 7.90

7.39

7.95

7.65

7.72

7.367.87

7.72

7.62 8.02

8.06

7.68

7.59 7.98

7.987.50

7.42

7.49 7.27

7.26

7.30

7.17

7.13

7.90

7.34

7.48

7.28 7.66

7.80 7.69

7.33

7.54

7.60

7.79 7.38

7.42

6.83

7.23

7.51

7.48

7.49

7.48

7.54

7.60

7.42

7.38

7.63

7.67

7.35 7.32

7.68

7.66

6.86

7.27 7.38

7.46

7.64

7.68

7.68

7.66 7.66 7.66

7.63

7.59

7.36

7.28 7.30 7.38

7.44

7.60

7.64

7.65

7.63

7.64

7.65

7.63

7.59

7.61

7.54

7.37

7.31 7.27

7.26

7.37

7.43

7.59

7.61

7.62

7.62

7.62

7.60

7.58

7.56

7.52

7.36

7.28

7.27 7.25

7.607.61

7.647.63

7.62

7.40

7.41

7.44

7.51

7.54

7.62

7.64

7.65

7.62

7.62

7.62

7.61

7.60

7.52

7.49

7.48

7.53

7.55

7.57

7.58

7.57

7.56

7.55

7.56

7.54 7.52

7.50

7.47

7.13

7.39

7.43

7.45

7.50

7.51

7.50 7.48

7.48

7.47

7.45

7.40 7.30

7.42

7.16

7.40

6.71 6.66

6.82 6.81

6.81

7.26

6.697.20 7.18

7.02

6.97

6.707.11 7.096.677.13

7.10

6.80

6.97 6.84 6.58

6.91

6.58

7.02

7.00

6.56 7.06

7.056.54 6.97

6.99

6.95

6.90 6.83

6.86

6.94

7.11

6.716.69

6.59 6.62

6.59

6.48 7.72

6.32

6.18

5.80

5.80

5.85

5.91

5.94

5.98

5.98

6.04

6.12 6.15

6.21

6.266.26 6.22

6.23

6.32 6.84

6.28

6.416.47

6.97

6.50

6.64

7.09

6.99

6.576.56

6.78

6.81 6.48

6.70

6.78

7.13

6.98

6.72

6.68

6.87

6.696.67

6.71 6.70

6.78 6.70

6.75 6.46

6.45

6.536.85

6.956.93

7.00 6.62

6.45

6.45

6.37

6.30

6.36

6.40

6.406.406.366.356.35

6.36 6.406.41

6.80 6.43

6.57

6.42

6.42 6.84

6.81

6.50

6.59

6.47

6.76

6.49

6.24

6.18

6.12 6.24

6.14

6.18

6.24

6.09

6.60

6.61

6.57

6.57

6.24 6.20

6.32

6.24

6.35

7.54

9.95

7.24

7.90

7.93

7.33

6.60

6.89

6.66

6.77 7.31

6.76

6.69

6.62

6.50

7.26

6.59 6.48

6.44 6.46

6.41 6.47

6.44 6.40

6.57

6.28

6.32 7.22

6.33

6.48

6.35 6.17

6.56

6.33 6.226.21

7.18

7.75

0.00

6.60

6.49

14.01

6.36

NO WORK IN THIS AREA

GARBAGE TRUCK TURNING MOVEMENT

SHEET NOTES:

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY

PREPARED BY SAM DATED OCTOBER 6, 2025. HDR AND ANY OF

ITS CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR

THE ACCURACY AND/OR COMPLETENESS OF THE

INFORMATION SHOWN HEREON OR ANY ERRORS OR

OMISSIONS RESULTING FROM SUCH.

2. COUNTY CONFIRMED GARBAGE TRUCKS ARE FRONT LOAD.

REAR-LOAD IS SHOWN DUE TO VEHICLE TRACKING LIBRARY

LIMITATIONS. REAR-LOAD AND FRONT-LOAD TRUCKS ARE

SIMILAR IN DIMENSIONS AND MOVEMENT.

LEGEND:

VEHICLE TRACKING FORWARD

VEHICLE TRACKING REVERSE

TRUCK BODY OUTLINE

PROPOSED CENTERLINE

B

ISSUE DESCRIPTION

PROJECT MANAGER

PROJECT NUMBER

0 1" 2" FILENAME

SCALE

SHEET

DATE

C

D

A

1 3 4 5 6 7 8

OKALOOSA COUNTY

BEACH PARKING

BEASLEY PARK

BRAD COLLINS

10443411

30' 60'

TRUCK TURNING MOVEMENT

10443411-01CS102.dwg

1" = 30' C-110

C:

\pw wo rki ng \ea st0 1\d

3\1

1-

CS

2.d wg

This item has been electronically signed and sealed by Benjamin B. Ellis on the date adjacent to the seal using a SHA authentication code.

Printed copies of this document are not considered

6.396.31

6.35

6.37

6.04

6.09

6.115.98

6.346.21 6.246.346.346.20

6.145.97 6.135.94

6.46 6.65

6.59

6.26 6.47

6.416.386.51

6.386.33

6.24

6.43

6.29 6.28

6.44

6.476.476.47 6.41

6.446.40 6.406.47 6.516.41 6.486.34

6.256.40 6.24

6.12

6.206.366.396.276.246.35

6.39

6.27

6.17

5.85

5.96

6.08

6.07

5.935.90

6.16

6.22

6.11

5.64

6.03 6.01

6.2

6.126.246.14 6.5

6.52

6.116.2

6.40 6.41

6.526.45

6.47

6.55

6.29

6.28

6.015.89

5.835.70

6.156.15

6.276.15

5.82

5.92

5.99 5.99

5.74 5.57

5.71

5.98

5.79

5.79

5.615.49

5.355.49

5.835.83

6.045.85

5.94

6.05 5.88

5.87 5.59

5.51

5.525.73 6.006.00 6.11

5.97

6.266.14

6.06 6.08

5.84

5.72

6.25

5.66

5.36

5.44

5.67

6.01

6.30

5.48

5.64

5.45

5.73

5.71

4.63

6.81

6.69

6.45

5.96

5.59

5.24

4.99

4.63

4.49

6.76

7.05

7.48

9.02

10.65

12.55

13.01

13.56

13.61

13.70

6.20

6.17

5.81

5.76

5.65

5.63

5.39

5.30

5.24

5.39

5.35

5.46

5.32

7.96

6.22

5.40

4.97

6.28

5.86

6.24

5.91 5.33

3.52

4.66

4.79

5.29

5.72

5.87

6.06

5.42

5.11

5.10

4.95

4.69

5.25

5.00

4.67

4.41

5.12

4.98

4.13

3.37

3.39

3.42

3.86

3.71

3.92

4.15

4.495.06

4.02

4.11

4.94

5.18

4.90

4.65

4.704.54

4.22

4.44

5.55

6.24

6.65

6.27

6.39

6.37

6.40

6.43

6.36

6.42

6.44

6.36

6.42

6.50

6.44

6.52

6.52

6.51

6.50

6.48

6.51

6.47

6.55

6.56 6.56

6.59 6.54

6.556.596.60

6.91

7.22

7.35

7.35

7.43

7.27

7.70 7.54 7.16

5.81

6.70

6.66

6.94

7.18

7.5

7.43

7.11

7.29

7.73

7.82

7.48 7.43

7.78

7.41

7.34 7.09

7.14

7.33

7.53 7.397.88

7.72

7.14 7.07

7.07

7.55

7.36

8.68

7.62

8.20

7.79

7.68

7.00

7.12

6.92 7.43

7.16

7.27

7.30

7.05

7.24

6.9

7.15

6.9

6.75

6.88

7.0

6.73

6.45

6.50

8.72

12.36

13.06

15.53

15.28

15.30

15.54

16.44

16.76

16.76

11.80

11.03

10.42

9.24

10.54

10.00

9.48 8.82

9.26

8.32

9.01

8.50

9.66

9.79

9.28

10.46

9.51

5.55

5.66

5.99

6.56

6.87

6.57

6.46

6.54

6.06

5.50

5.13

5.04

4.99

4.9

5.064.62

11.47

11.18

11.02

10.36

9.76

8.59