2026-05-05_Ross_Marler_Park_Plans.pdf

PROJECT LOCATION

MIRACLE STRIP PARKWAY

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OKALOOSA COUNTY

BEACH PARKING - ROSS MARLER 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: BEN ELLIS, P.E.

(407) 420-4200

PROJECT MANAGER

PROJECT NUMBERISSUE DESCRIPTIONDATE

BRAD COLLINS

10443411

BEN 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.

LOCATION MAP

SCALE: 1" = 200'

Certificate of Authorization #: 4213

SURVEYOR

SAM

ATTN: ZACH DAVIES

932 N FERDON BLVD

CRESTVIEW, FL 32536

GEOTECH

TIERRA

ATTN: TAYLOR NESTEL

175 SOUTH A STREET

PENSACOLA, FL 32502

INDEX OF DRAWINGS

Sheet Number

C-000 C-001 C-010 C-020 C-030 C-100 C-200 C-400

Sheet Title

COVER

GENERAL NOTES

EXISTING CONDITIONS

EROSION CONTROL PLAN

DEMOLITION PLAN

SITE PLAN

GRADING & DRAINAGE PLAN

SITE DETAILS

C-000

C-401 SITE DETAILS

Delta 1 05/05/2026 RAI Response #1

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.

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

MARLER PARK

BRAD COLLINS

10443411

GENERAL NOTES

10443411-00G-001.dwg

N.A.

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1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY SAM DATED OCTOBER 13, 2025 AND SUE

INFORMATION FROM A SURVEY PREPARED BBY SAM DATED NOVEMBER 11, 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. 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 1.95 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 10-13-2025 AND CAN BE FOUND ON

SHEET 00V-101.

C-001

Delta 1 05/05/2026 RAI Response #1

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.

3.5

SURVEYOR NOTES

1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO A LINE BETWEEN

CONTROL POINTS 201 AND 202 AS BEING NORTH 20 DEGREES 36

MINUTES 54 SECONDS WEST. 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).

2. 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).

3. 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.

SHEET NOTES

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY SAM

DATED OCTOBER 13, 2025 AND A SUE SURVEY PREPARED BY SAM DATED

NOVEMBER 11, 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.

KEYNOTES:

1. SURVEY RECEIVED WAS PARTIAL AND DID NOT INCLUDE FEATURES

IN THE CENTER OF THE SITE. LINE WORK IS APPROXIMATE AND

BASED ON AERIAL IMAGERY AND PREVIOUSLY PERMITTED

PLANS.CONTRACTOR TO FIELD VERIFY EXISTING FEATURES AND

LOCATIONS.

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

MARLER PARK

BRAD COLLINS

10443411

40' 80'

EXISTING CONDITIONS

10443411-00V-101.dwg

1" = 40' C-010

C:

\pw wo rki ng \ea st0 1\d

5\1

1-

V-

1.d wg

Delta 1 05/05/2026 RAI Response #1

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

3.5

LEGEND:

LIMIT OF WORK

SILT FENCE. SEE DETAIL 4, SHEET C-400

CONSTRUCTION ENTRANCE

INLET PROTECTION. SEE DETAIL 4, SHEET

C-401

SHEET NOTES

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY SAM

DATED OCTOBER 13, 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.

KEYNOTES

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

2. SILT FENCE (TYP.). SEE DETAIL 4 ON SHEET C-400.

3. INLET PROTECTION. SEE DETAIL 4 ON SHEET C-401.

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

MARLER PARK

BRAD COLLINS

10443411

40' 80'

EROSION CONTROL PLAN

10443411-01CG101.dwg

1" = 40' C-020

Delta 1 05/05/2026 RAI Response #1

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

2.81

2.78

2.70

2.

522.92

2.90 3.36

3.32 2.84

LP 6" MTL

2.6

2.7 2.5

2.7

2.8

2.6

5.67

5.03 5.074.60

4.33

5.

4.57

4.62

SOLAR PANEL W/ UNDERGROUND WIRE 7'T 2" MTL

7" OAK

4.69

TRAFFIC BAR STOPPER

5.14

4.75 4.30 4.86

5.73

4.

4.

5.04 5.74

5.44

5.75

4.84

5.33

4.43

4.46

4.32

4.05

4.

2.7

2.4

2.4

2.6

2.9

3.0 3.2

3.2

2.7

3.25

DF 4" 6'T MTL FOR GATE LATCH

4.62

DF 4" 2'T MTL FOR GATE LATCH

4.75

TRAFFIC BAR STOPPER

5.2 5.27

4.81

4.94 4.6

4.5

4.07

4.3

3.

66 4.1

3.80

5.81

PMPST 6'DIA LOCKED

5.68

5.70

5.19

5.32

5.26 5.755.4

4.97

5.1

4.35

4.84

4.86

ICV

5.73

4.20

4.57

4.62

4.93

5.25

5.

7.

6.82

HNDRL 4'T MTL

5.96

HNDRL END

5.92 5.82

5.85

5.00

5.25

5.45

5.57

6.04

6.01

HNDRL 4'T MTL

7.05 7.05

HNDRL END

6.48

MISC SHRUBS AND TREES

8" OAK

12" PALM

10" PALM

11" PALM

8.70

FFE

12.49

BLDG PUBLIC RESTROOM 1 STORY HARDI

12.26

BLDG1 PUBLIC RESTROOM EXTERIOR COLUMN

16.66

OHG

6.6

7.2

7.5

6.

6.20

LP 6" MTL11" OAK

11" OAK

4.30

ICV

5.81

3.45

ICV

3.51

3.04

3.00

3.03

3.6

3.310" OAK

3.1

3.2

3.7 3.3

3.

2.98

LP 6" MTL

2.92

2.93

2.65

2.56

2.50

2.441602 2.59

OHG1

2.69

OHG1

2.47

BLDG2

2.46 2.66

OHG1 END

14" PINE

14" PINE18" PINE2.8

4.20 4.73

3.6 3.0

2.9

3.5

3.1

7" OAK

2.431640 2.39

LP 6" MTL

2.49

2.45 2.45

2.4

2.4

2.7

2.9

3.1

3.4

2.95

PST 4X4" 3'T/ GARBAGE LOCK TYP

2.96

PST

2.57

PST

2.33

PST

5.52

5.

5.77

MISC SHRUBS AND TREES

5.23

5.72

4.

4.32 3.92

4.91 4.37

4.92

4.29 3.80

3.76

4.9 5.12

6.

6.00

6.05

5.93 5.4

3.6

3.5

3.6 3.7

5.8

5.5

4.9

4.8

9" OAK

4.62

LP 6" MTL

3.5

7" OAK

13" OAK

11" OAK

11" OAK

4.8

3.4

3.4

4.66

LP 6" MTL

12" OAK

5.

3.4 8" OAK

5.2

4.2 3.7

5.25

LP 6" MTL

10" OAK

3" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

8" OAK

7.36

7.9

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

8.65

BLDG END

10.31

BLDG1 END

7.54

OHG END

10.40

BLDG3 1 STORY BLOCK PICNIC AREA

7.72

OHG

8.31

FFE

10.38

BLDG3

10.36

BLDG3

10.30

BLDG3

10.41

BLDG3

7.27

BLDG3 END

7.13

OHG END

6.7

7.7

4" ORNAMENTAL PLANT

6.07

LS

6.72

LS END

4.064.35

4.93

4.38

4.59

5.64

LP 6" MTL 14" PINE11" PINE16" PINE

24" OAK

13" PALM 1961

3.47

PST 1962

3.63

PST

3.56

LP 6" MTL 3.05

3.51

3.69

3.73

4.15

4.155.69

5.59

6.34

6.2

6.14

5.32

4.84

5.22

LS

5.51

LS5.62065

5.67

LS

5.52

LS

5.52

LS

5.56

LS

5.55

LS END LS1 END

5.66

MISC SHRUBS AND TREES

4.

5.07

5.4 5.5

5.8

5.3 5.2

6.08

BLDG4 1 STORY BLOCK REST AREA2092

-78.99

OHG

6.06

6.10

OHG

6.02

BLDG4

6.09

OHG

6.12 6.09

OHG CLO END

5.52

ICV

5.57

6.46

5.

5.51

LS22116

5.35

LS2

5.4

3.2

2.4

2.7 2.6

2.6

2.6

2.5 5.1

5.65

ICV

3.8

3.3

13" PALM

27" OAK

17" PALM

19" PINE17" PALM

5.5 5.1 4.9

4.2 3.9

4.3 3.8

4.0

4" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

5.58

5.58

5.672176 5.38

MISC SHRUBS AND TREES

5.77

10" OAK

3" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

5" OAK4" ORNAMENTAL PLANT

6.03

MISC SHRUBS AND TREES

3" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

9" OAK

6.58

5.06 5.20

5.19

5.29

5.48

5.74

6.27

6.48

5.17 5.08

5.94

6.305.78

6.10

6.26

5.91

5.81

6.54 7.01

7.03

6.82

7.42

7.

7.00

7.12

6.64

6.30

6.24

7.

7.34

ICV

7.36

6.97

6.99 6.95

6.91

3" ORNAMENTAL PLANT

7.24

LP 6" MTL

12" OAK

7.06

ICV

11" OAK

12" OAK

6.80

LP 6" MTL

15" PALM

16" PALM

16" PALM

16" PALM

10" OAK

3" PINE

6.46

LP 6" MTL

5.6

5.8

5.60

LS2

5.8 6.00

LS2

6.21

LS2

6.

5.8 5.9

5.9

6.0

6.6 6.3

6.9

6.4

6.1

6.1

6.

6.0

6.8

6.9

6.7

6.6

6.6

6.8

6.5

6.3

3.2

3.1

3.9

3.8

3.0

3.4

3.5

3.6

6.4

7.1

6.1

6.

5.

5.7

5.9 9.12

5.9

9.02

6.24

BIKE RACK 2" MTL2539

6.22

BIKE RACK END

6.01

BNCH COMPOSITE 1.5'X6'

6.01

6.16

6.0 6.20

5.99

PST

6.19

PST

6.42

6.07

5.44

5.

6.22

6.0

6.1 5.8

13" PINE6.1

6.2

6.05.

5.35

5.62

6.27

6.00

6.64

6.20 6.15

7.12

7.21

7.32

6.

7.

7.

6.50

6.52

6.92

6.83

7.07 6.

6.85 7.39

6.62

6.69 7.

6.83

7.157.74

7.02

7.51

7.17

7.11

7.10 7.10

6.95 6.95

6.6

6.8

6.7

6.8

6.8

7.3

7.1

18" PALM

16" PALM

9" PINE

7.12

LP 6" MTL

7.22

ICV

6.31 6.77

6.55

9.81

3.61

WDL

3.99

WDL END

12" PALM

10" PALM13" PALM

14" PALM

14" PALM

12" PINE

8" PINE13" PALM

14" PALM

6" OAK

9" OAK

16" PALM

6.99

LP 6" MTL

12" PALM

6.9

6.5

6.5 6.3

6.3

6.5 6.3

6.6

6.7

6.5 6.5

6.9

7.0

7.

7.1

6.89

7.36

6.84

6.57

6.

6.26 6.76

6.18

6.92

6.186.

6.85 6.92

6.43

6.92

6.20

6.696.47 6.14

GR 3'T WOOD

6.38

GR END 6.60

6.74 6.39

6.26

6.627.00

6.52

7.02

6.95 7.00

7.147.14

6.99

6.94

6.

6.98

23" OAK14" OAK

8" PALM

7" PALM

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT4" ORNAMENTAL PLANT

6.4

6.9

6.8 6.8

6.7 6.8

6.7

7.0

6.83 6.30

6.26

5.88

6.

6.

5.85

6.41

5.926.40

6.136.68

6.72 7.21

7.

7.08

7.29

7.49

7.03

7.54 7.75

7.20

6.40

6.00

5.71

5.58

5.50

5.49 5.73

6.04

6.10

6.4 6.0

6.3 6.1

6.5

6.7

6.4

5.3

3.

4.9 2.5

2.6

3.7

3.4

3.2

6.5

6.6

3.4

3.3

2.5

2.2

17" PALM14" PALM

14" PALM

16" PALM

3" ORNAMENTAL PLANT

8" OAK

6.74

6.79

6.

6.98

7.3 7.1

7.5

7.4

7.5 7.5

6.7

6.4

10" OAK

10" OAK14" OAK

27" OAK

27" OAK

3" ORNAMENTAL PLANT

46" OAK

7.22

SOLAR GATE CONTROL 6'T W/ BURIED WIRE

6.44

LP 6" MTL

6.23

5.87 5.99

6.04

ICV

6.27

LP 6" MTL

6.01

ICV

6.91

36" OAK

6.71

7.

6.04

7.2

7.3

6.8

6.65

6.8

6.62

6.9

6.

6.966.41

6.30 6.72

6.16

6.52 6.01

6.84

7.03 7.28

6.74

6.12

6.47

BFP 2"

5.95

6.13

6.30

6.45 6.48

6.51

6.54

6.41 6.33

6.78

BGV UNKNOWN

6.76

BGV

6.74

BGV

6.70

BGV CLO END

3" ORNAMENTAL PLANT

7.30

ICV

5.50

LP 6" MTL

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

6.64

DMP

6.

6.8

7.5

7.2

6.86.7

6.7

7.0

7.1

6.696.93

7.14 6.42

6" CEDAR

3" CEDAR

6.36 6.34

6.41

6.54

6.5

6.53

7.19

6.47

6.47

6.62

6.31 6.31

6.9 7.2

10" PALM

9" PALM9" PALM

7.17

MISC PLANTS AND TREES

11" PALM

9" PALM

6.85

MISC SHRUBS AND TREES

6.80

PINESTRAW

6.84

PINESTRAW

7.21

MISC SHRUBS AND TREES10" PALM

10" PALM

9" PALM

9" PALM

10" PALM

10" PALM3930

6.72

LP 6" MTL

7.27

ICV

8" PALM

8" PALM

10" PALM

11" PALM

10" PALM

7.26

FP 7" MTL

6.74

BIKE RACK 2" MTL

10" PALM

8" PALM9" PALM3955

6.61

GR 2'T 4"W WOOD

6.65

GR

6.65

GR END

6.58

LP 6" MTL

6.95

ICV

6.83

ICV

7.63

ICV

7.83

VCW

6.78

12" OAK

25" OAK

6.01

ICV

6.12

PMP 2"

SRV3979

5.79

SRVC PUMP CONTROLS

7.55

VCW

5.85

6.85

6.77

6.

6.76

6.74 6.88

6.

6.80

6.

9 7.26 7.35

7.28

7.05

6.95

6.89

6.43

6.99 6.

6.68 6.79

6.8

6.91

6.

6.8

8.

7.5

7.6

7.4

7.4

7.9

6.8

6.7

6.84157 -83.08

TRNF

2" ORNAMENTAL PLANT

2" ORNAMENTAL PLANT

2" ORNAMENTAL PLANT

7.2

7.2

7.1 7.0

6.3

6.3

6.1

6.1

7.0

7.4

7.5

7.0

7.

7.20

MISC SHRUBS AND TREES

7.2

7.03

OHG

6.85

OHG

6.77

OHG

6.90

OHG CLO END

6.92 -88.17

BLDG5 BLOCK REST AREA

-88.17

BLDG5

-88.14

BLDG5 END

6.62

LS

6.57

LS

6.59

LS

6.98

LS

7.12

LS

7.10

LS

7.12

LS END

6.501

SIRC 5/8" SAM CP LB 7908

6.133

SIRC 5/8" SAM CP LB 7908

4.265

SIRC 5/8" SAM CP LB 7908

4.842

SIRC 5/8" SAM CP LB 7908

S64°55'56"W 395.13'(F)

S52°23'09"E 286.73'(F)

CONTROL POINT #204

SET 5/8" IRON ROD & CAP

"CONTROL POINT LB 7908"

NORTHING=515209.31'

EASTING=1308363.65'

ELEVATION=4.84'

CONTROL POINT #203

SET 5/8" IRON ROD & CAP

"CONTROL POINT LB 7908"

NORTHING=515384.31'

EASTING=1308136.52'

ELEVATION=4.26'

CONTROL POINT #202

SET 5/8" IRON ROD & CAP

"CONTROL POINT LB 7908"

NORTHING=515361.77'

EASTING=1307885.42'

ELEVATION=6.13'

CONTROL POINT #201

SET 5/8" IRON ROD & CAP

"CONTROL POINT LB 7908"

NORTHING=515041.90'

EASTING=1308005.74'

ELEVATION=6.50'

CATCH BASIN

TOP=4.46'

SW INV.=1.25'

NW INV.=1.10'

EDGE OF

PAVEMENT

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALKCONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

BRICK

BRICK

BRICK

BRICK

BRICK

BRICK

4" WHITE

TYP.

4" BLUE

4" WHITE

TYP.

4" WHITE

TYP.

4" WHITE

TYP.

4" WHITE

TYP.

4" WHITE

TYP.

4" BLUE

TYP.

4" WHITE

TYP.

4" WHITE

TYP.

4" WHITE

4" WHITE

TYP.

4" BLUE 4" BLUE

TYP.

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

METAL GATE

LIFT GATE

6' CHAIN

LINK FENCE

METAL GATE

6' CHAIN

LINK FENCE 6' CHAIN

LINK FENCE

4' WROUGHT

IRON FENCE

4' WROUGHT

IRON FENCE

REED LINE

N 20°36'54"W

341.75'(F

"PARK RULES"

"NO TRAILER PARKING"

"EXIT AFTER HOURS"

"NO TRAILER

PARKING"

"NO TRAILER PARKING"

"PARK RULES"

"NO TRAILER

PARKING"

"PD 149"

BEACH INFORMATION

SIGN

SPEED LIMIT

SIGN 5 MPH

"NO TRAILER

PARKING"

HANDICAP PARKING SIGN

"NO TRAILER

PARKING"

"NO TRAILER

PARKING"

"NO PARKING"

PARK INFORMATION

SIGN

PARK INFORMATION

SIGN

BEACH INFORMATION

SIGN

"NO TRAILER

PARKING"

"COUNTY PARKING ONLY"

"NO PARKING"

"NO PARKING"

"NO PARKING"

"NO PARKING"

"TRAM STOP"

HANDICAP PARKING

SIGN"PD 148"

HANDICAP PARKING SIGN

"PARK RULES"

COVERED SEATING

AREA

OVERHANG

COVERED SEATING AREA

OVERHANG

1 STORY WOOD

OVERHANG

COVERED PICNIC AREA

OVERHANG

BLOCK WALL

BLOCK WALL

BRICK WALL

COVERED

PICNIC AREA

OVERHANG

BRICK WALL

HEADWALL

LIFT STATION

NO ACCESS

CONCRETE

SIDEWALK

"NO PARKING"

BELOWGROUND

VAULT UKNOWN

PUMP

SERVICE BOX

IRRIGATION CONTROL VALVE

4' WROUGHT

IRON FENCE

"STAFF LISTING"

BLOCK COLUMN TYP.

12" CPP

DIRECTION ONLY

18" RCP

CATCH BASIN

TOP=3.78'

SE INV.=0.51'

SW INV.=0.37'

W INV.=0.11'

18" RCP

24" RCP

CATCH BASIN

TOP=5.19'

E INV.=0.17'

NW INV.=-0.16'

24" RCP

DIRECTION ONLY

CATCH BASIN

TOP=4.59'

NE INV.=0.76'

CATCH BASIN

TOP=5.50'

E INV.=2.75'

15"X24" RCP

N INV.=2.00'

S INV.=2.48'

V-GRATE

TOP OF GRATE=5.94'

BOTTOM OF GRATE=5.78'

W INV.=3.13'

2" METAL BIKE RACK

"MARLER PARK"

FISHING DOCK SIGN

4' METAL

HAND RAIL

CONCRETE PAD

5 5

5 4

7 7

4 4

N84°52'10"E 252.12'(F)

15" RCP

CATCH BASIN

TOP=4.14'

NE INV.=0.64'

SW INV.=0.31'

4" WHITE

TYP.

CURB &

GUTTER

3.5

X

X

X

X X

X X

X X

X

X

X

X

XXX

X

X

X

X X

X

X

XX

X

X

XX

X X

X

LEGEND:

REMOVE TREE

MILL & RESURFACE 1.5" OF EXISTING PAVEMENT

DEMOLISH EXISTING CONCRETE

DEMOLISH EXISTING BRICK PAVEMENT

KEYNOTES:

1. REMOVE BRICK PAVERS

2. REMOVE EXISTING SIDEWALK

3. SIGN TO BE SALVAGED AND RETURNED TO OWNER

4. REMOVE TREE

AS SPECIFIED IN SECTION 6.05.032 OF THE LDC, WHEN PROPOSED

IMPROVEMENTS NECESSITATE THE REMOVAL OF PROTECTED TREES, IT

SHALL BE REPLACED WITH A RATIO OF 1:1 (TREE PER TREE).

5. REMOVE EXISTING CURB

6. PARK BUILDING ELECTRICAL ROOM NOT SHOWN ON SURVEY. SHOWN

HERE FOR REFERENCE ONLY. EXISTING PANEL L2 (120/240V, 1PH) IN PARK

BUILDING ELECTRICAL ROOM FEEDS EXISTING SITE LIGHTING. CONFIRM

ALL EXISTING CONDITIONS IN THE FIELD.

7. EXISTING LIGHT POLE TO BE RELOCATED. MAINTAIN EXISTING CIRCUIT

FOR REUSE. SEE SITE PLAN FOR RELOCATION.

8. CONTRACTOR TO COORDINATE WITH OKALOOSA COUNTY FOR

IRRIGATION RELOCATION.

9. SAW CUT EXISTING SIDEWALK AND REMOVE SECTION CLOSEST TO THE

ROADWAY.

10. CATCH BASIN TO BE RELOCATED. SEE GRADING & DRAINAGE PLAN FOR

DETAILS.

11. FENCE AND POSTS TO BE RELOCATED.

12. RETAINING WALL TO BE REMOVED AND RELOCATED. SEE SITE PLAN FOR

DETAILS.

SHEET NOTES:

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY

SAM DATED OCTOBER 13, 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.

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

MARLER PARK

BRAD COLLINS

10443411

40' 80'

DEMOLITION PLAN

10443411-01VX101.dwg

1" = 40' C-030

Delta 1 05/05/2026 RAI Response #1

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

P1

P2

P3

P4

P5

P6

4'

4 4

EXISTING WET POND

P-4

EX. DRY POND

P-1

MODIFIED EX. DRY POND

P-2

PROPOSED

DRY

POND

P-3

9'

PARKING SPACES

INFORMATION

ADDITIONAL

PARKING SPACES

ADA PARKING

SPACES # 8 (4 ARE EXISTING)

PARKING SPACES

ANGLE (DEGREES)

PARKING SPOT

WIDTH (FT) 9

PARKING SPOT

DEPTH (FT) 20

HANDICAP SPOT

WIDTH 12

HANDICAP SPOT

DEPTH 20

PROJECT AREA

(AC) 1.95

LEGEND

EXISTING ASPHALT PAVEMENT

EXISTING CONCRETE SIDEWALK

LIMIT OF WORK

PARKING AREA

PARKING COUNT PER ROW

PROPOSED ASPHALT PAVEMENT

SHEET NOTES

1. EXISTING INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY SAM DATED

OCTOBER 13, 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. THE USE OF DISCOLORING MATERIALS (RED AND YELLOW CLAY, UNCLEAN SAND AND

SIMILAR MATERIALS CONTAINING DISCOLORING PARTICLES) IS PROHIBITED IN

OKALOOSA ISLAND.

3. IRRIGATION TO BE DONE BY CONTRACTOR IF NEEDED.

4. LIGHTS COMPLY WITH THE TURTLE LIGHTING CODES.

5. HOURS OF OPERATION: 1 HOUR PRIOR TO DAWN TO 1 HOUR AFTER DUSK.

THERE IS SUFFICIENT LIGHTING IN THE NEW AREAS OF PARKING.

KEYNOTES

1. SAWCUT EXISTING SIDEWALK.

2. RELOCATED EXISTING LIGHT POLE. PROVIDE NEW WIRES, CONDUIT, TRAFFIC RATED

PULLBOXES, AND OTHER ASSOCIATED ELECTRICAL COMPONENTS AS REQUIRED AND

RECONNECT TO EXISTING CIRCUIT. CONSIDER 2#12, #12G IN 3 4" CONDUIT FOR BIDDING

PURPOSES.

3. ADA PARKING SIGN. SEE DETAIL 3, SHEET C-401.

4. MATCH EXISTING CURB.

5. 4" WHITE THERMOPLASTIC STRIPING (TYP.)

6. CONCRETE WHEEL STOP (TYP. ) SEE DETAIL 2, SHEET C-400 FOR DETAILS.

7. PROPOSED RAMP HANDRAILS.

8. 2' TRANSITION TO RIBBON CURB

9. RELOCATED FENCE AND LATCH POSTS.

10. RIBBON CURB.

11. RELOCATED RETAINING WALL.

12. PARKING SPACES TO BE REMOVED FOR DUMPSTER.

P-1

PROPOSED CONCRETE SIDEWALK. SEE DETAIL 5,

SHEET C-400.

MILL & RESURFACE 1.5" OF EXISTING

PROPOSED ASPHALT PAVEMENT. SEE DETAIL 1,

SHEET C-400.

SITE DATA

ZONING B-4

FLUM ISLAN

EXISTING USE BEACH PARKING

MAXIMUM

IMPERVIOUS

SURFACE AREA

(ISA)

75%

ISA PROVIDED 31%

MAXIMUM FLOOR

AREA RATIO (FAR) 75%

PROPOSED

PROVIDED FAR 0

FLOOD ZONE AE

FEMA FIRM PANEL

NO. 12091C0463J

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

MARLER PARK

BRAD COLLINS

10443411

40' 80'

SITE PLAN

C:

\U se rs\ gm cc lin ton va \D es kto p\O ka loo sa

B ea ch P ar kin g\2

6-

-0 9 b

\be as ley \m ar ler

\10

-0 1C

S1

.dw g

10443411-01CS101.dwg

1" = 40' C-100

Delta 1 05/05/2026 RAI Response #1

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

2.81

2.78

2.46

SWK1 PC

2.62

SWK PC

2.70

2.

521015

2.65

SWK1 PT

2.79

SWK PT

2.92

2.90

3.12

SWK1 PC

3.06

SWK PC1027

3.10

SWK

3.19

SWK1

3.24

SWK1 PT

3.16

SWK PT

3.36

3.32

6.22

SWK4 PC

2.84

LP 6" MTL

2.6

2.7 1046 2.38

GND

2.5 2.7

2.85

GND

2.8

2.68

GND

2.6 2.78

GND

2.60

GND

2.49

GND

5.67 5.68

RWALL15.03

5.074.60 4.59

LL 4" WHT TYP

4.60

LL1 4" BLUE TYP

4.33 4.33

LL END

4.29

LL

4.56

LL END

4.57

LL

4.30

LL END

5.

5.13

SWK1 4.57

4.72

GND

4.85

GND

4.94

GND

4.62

MS 6'T PARK RULES 4"W WOOD

4.69

MS END1091

4.62

SOLAR PANEL W/ UNDERGROUND WIRE 7'T 2" MTL

4.79

CSL

4.80

CSL1095

4.76

CSL

4.80

CSL CLO END

4.57

GND

4.67

GND

4.74

GND1100

4.63

GND

4.78

GND

4.72

GND

4.76

GND

5.11

SWK

5.72

RWALL1

5.69

RWALL

3.02

BNK1

3.08

BNK1

2.97

BNK1

5.67

RWALL

5.75

RWALL15.14

3.90

STAROW

4.10

STAROW

4.58

GND

4.65

GND4.75 4.30

4.53

GND

4.80

SWK1 END CGB

4.86 5.78

RWALL1 PC

5.73

5.73

RWALL

5.74

RWALL1

4.83

SWK

5.72

RWALL PT PC

5.74

RWALL1 PT PC

4.87

SWK PT PC

4.

4.

5.04 5.76

RWALL1

5.741172 5.79

RWALL PT PC

5.80

RWALL1 PT PC

5.20

SWK PT PC

5.76

RWALL

5.80

RWALL1

5.31

SWK

5.44 1180 5.76

RWALL1 PT END

5.75

4.84

5.33

4.43 4.46

CB 4.461190

4.48

CB CLAP PC

4.42

CB CLO END

4.45

CB MTL GRATE

4.44

CB1194

4.47

CB 1195

4.47

CB CLO END

4.32

4.05

4.

2.7

2.4

2.4

2.6

2.70

GND

2.63

GND

3.06

GND

2.9

2.74

GND

2.97

GND

3.12

GND 3.01217

3.18

GND

3.08

GND3.2

3.2

2.93

GND

2.7

4.72

GT END 4" MTL 3'T

4.53

GT END 4" MTL 3'T

4.57

GND1228

4.48

GND

4.68

GND1230

4.66

GND

4.79

CSL1233

4.84

CSL

4.82

CSL

4.84

CSL CLO END

4.06

CLF 6'T

3.94

CLF

4.48

CLF1239

4.49

CLF

4.36

CLF

4.75

CLF

4.99

CLF

5.18

CLF END

5.2 5.27

4.81

4.84

GND

4.94 4.6

4.52

GND

4.54

GND

4.5 4.53

GND

4.49

SSS 6'T EXIT AFTER HOURS

4.74

CSL

4.70

CSL

4.78

CSL END CGB

4.41

GND

4.07

4.3

3.83

GND

3.93

GND

3.87

GND

3.

3.98

GND

3.94

GND

3.88

GND

4.1 3.80

1.25

STS 12" CPP

1.10

STS1 18" RCP

5.81

PMPST 6'DIA LOCKED

5.65

SWK

5.68

5.66

SWK

5.75

SWK

5.70

5.19

5.32

5.26 5.755.4

4.97

5.33

GND

5.1

4.35

4.84

4.86

ICV

4.66

SSS 7'T BEACHES PROGRAM

4.93

GND5.73

4.20

4.57

4.62

4.93

4.89

STAROW

4.85

STAROW

5.25

5.

6.67

GND

7.

6.82

HNDRL 4'T MTL

5.96

HNDRL END

5.80

GND

5.92 5.91

SWK1 END

5.821401 5.85

SWK1 SWK2

5.62

GND

5.21

GND

5.16

GND

5.85

5.00

5.25

5.45

5.57

6.04 1447 5.64

GND

5.50

CSL BRICK COLUMN

5.49

GND1450

5.44

GND

5.41

CSL1452

5.52

CSL

5.50

GND

5.58

GND

5.51

CSL CLO END

6.01

HNDRL 4'T MTL

5.86

GND

5.95

SWK SWK2

7.05 6.86

GND

7.05

HNDRL END

6.48

MISC SHRUBS AND TREES

8" OAK

12" PALM

10" PALM1466

5.93

SSS 7'T NO TRAILER PARKING

11" PALM

8.70

FFE

12.49

BLDG PUBLIC RESTROOM 1 STORY HARDI

12.26

BLDG1 PUBLIC RESTROOM EXTERIOR COLUMN

16.66

OHG

7.66

GND

7.68

GND

7.61

GND

6.6

7.2

7.5

8.05

GND

7.91

GND

7.88

GND

7.69

GND

7.70

GND

7.60

GND6.

6.77

GND

6.20

LP 6" MTL11" OAK

5.72

RWALL1

3.78

GND

3.88

GND

5.74

RWALL11499

5.76

RWALL

5.11

GND

4.30

ICV

4.97

GND

4.77

GND

5.77

RWALL15.81

3.45

ICV

3.48

SWK3 PC

3.51

3.43

SWK3

3.23

SWK3 PT

3.04

3.08

SWK3

3.06

SWK3 PT

3.02

SWK3 PC

3.02

SWK3

3.00 3.06

SWK3 PC1529

3.06

SWK31532

3.07

SWK3 PT

3.03 2.99

SWK3 PC

3.6

3.310" OAK1540

3.28

GND

3.21

GND

3.1

3.2

2.97

GND

3.25

GND

3.7 3.3

3.40

SWK4

3.24

SWK4 PT

3.05

SWK4 PC

3.00

SWK43.

2.99

SWK4 PC

2.98

LP 6" MTL

2.92

2.93 2.92

SWK4 PT

2.92

SWK3 PT

2.81

SWK3 PC

2.80

SWK4 PC

2.65

2.56

2.51

SWK4 PT

2.53

SWK3 PT

2.53

SWK3

2.48

SWK4 PC

2.50 2.46

SWK3 PC

2.48

SWK3

2.32

GND

2.44

SWK3 PT END CPVT CPVT1

2.65

GND

2.65

GND

2.44

SWK3 PC CPVT1

2.48

GND

2.53

GND 2.441602

2.59

OHG1

2.69

OHG1

2.47

BLDG2

2.46 2.66

OHG1 END

14" PINE

14" PINE18" PINE2.8

4.20 4.73

3.6 3.0

2.9

3.5

3.1

2.46

SWK3

2.43 2.47

SWK3 PC

2.45

SWK3

2.46

SWK3 PT

2.39

LP 6" MTL

2.49

2.48

SWK4 PT

2.45 2.45

2.4

2.4

2.7

2.54

GND

2.9

3.1

3.4

3.10

GND

2.95

PST 4X4" 3'T/ GARBAGE LOCK TYP

2.96

PST

2.57

PST

2.33

PST

4.40

LL 4" WHT TYP

4.52

LL END

4.69

LL

4.48

LL END

4.61

LL

4.79

LL END

4.97

LL

4.74

LL END

4.77

LL

5.06

LL END

5.24

LL

4.94

LL END

5.06

LL

5.33

LL END

5.43

LL

5.22

LL END

5.38

LL

5.60

LL END

5.52

6.03

SWK

5.

961687

5.90

SWK SWK5

5.86

SWK SWK6

5.77

MISC SHRUBS AND TREES

5.23

5.72 5.66

GND

5.49

SWK

5.26

SWK

4.

4.99

SWK

4.32 3.92

4.85

SWK1 PC CGB1

4.91 4.37

4.92

4.29 3.80

3.78

CB

3.78

CB1

3.76 3.77

CB1 END CB END CLAP PC

3.78

CB MTL GRATE

3.75

CB

3.78

CB

3.78

CB CLO END

0.51

STS1 END

0.11

STS1 24" RCP

4.9 5.12

5.00

SWK

5.01

SWK PT PC

5.07

SWK1 PT PC

5.46

SWK1

5.39

SWK

6.01

SWK1 PT END CPVT PC

5.96

SWK PT END CPVT1 PC

6.

6.00

6.13

SWK10 6.05

5.76

SWK11 PT END5.93 5.4

3.6

3.5

3.61

BNK1

3.6 3.54

BNK1 3.7

3.82

BNK1

5.78

BNK

5.8 5.69

BNK

5.68

BNK

5.81

BNK

5.5 5.21

BNK

4.9

4.82

BNK 4.8 1819

4.78

BNK

4.79

BNK

4.22

GND

4.00

GND

4.15

GND

4.26

GND

4.14

CB MTL GRATE

4.14

CB

4.14

CB1828

4.14

CB CLO END1829

4.13

CB

4.13

CB

4.14

CB 1832

4.11

CB CLO END

0.37

STS2 15" RCP

0.64

STS2 END1835

0.31

STS2 18" RCP

4.62

LP 6" MTL

3.5

13" OAK

4.8 3.64

BNK1

3.4

3.4

4.87

BNK

5.

3.42

BNK1

3.4 8" OAK

5.16

SSS 8'T NO TRAILER PARKING

5.2

5.19

BNK

5.88

BNK

6.32

BNK

6.83

BNK END

3.92

BNK1

4.15

BNK1

4.2 3.95

BNK13.7

5.25

LP 6" MTL

10" OAK

3" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

6.12

MS 6'T WOOD 4"W PARK RULES

6.22

MS END

8" OAK

7.38

SWK5 END

7.36

7.75

GND

7.9

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

8.65

BLDG END

10.31

BLDG1 END

7.54

OHG END

10.40

BLDG3 1 STORY BLOCK PICNIC AREA

7.72

OHG

8.31

FFE

10.38

BLDG3

10.36

BLDG3

10.30

BLDG3

10.41

BLDG3

7.27

BLDG3 END

7.13

OHG END1897

7.33

GND

7.34

GND

6.7

6.73

GND

7.60

GND

5.35

GND

7.7

4" ORNAMENTAL PLANT

5.59

SWK20 LS SMO

6.07

LS

6.72

LS END

4.064.35 4.53

STAROW

4.70

STAROW

4.93

4.38

4.59

5.31

MS 6'T BRICK FISHING DOCK

5.40

MS

5.40

GND1950

5.31

GND

5.47

GND

5.59

GND

5.55

MS1954

5.47

MS CLO END

3.47

PST 1962

3.63

PST

3.56

LP 6" MTL

2.84

SWK3 PC

2.86

SWK4 PC

3.05 3.19

SWK4

3.51 3.32

SWK3 PT

3.59

SWK3

3.68

SWK4

3.70

SWK4

3.65

SWK3

3.69

3.73

4.15

4.15

4.59

SWK4

4.62

SWK3

5.07

SWK3 PT PC

5.05

SWK4 PT PC

5.34

SWK4

5.46

SWK3 BNK6

5.69

5.592008 5.86

SWK3

5.82

SWK4

5.90

SWK4

5.95

SWK32015

6.17

SWK3 PC

6.26

SWK3

6.34

6.22022 6.48

SWK3

6.06

SWK4

6.14 6.12

SWK4

6.13

SWK4 PT

5.85

SWK4

5.32 5.36

SWK4 CPVT

5.59

GND

5.85

SWK4

6.16

GND

4.84

5.22

LS

5.51

LS5.62065

5.67

LS

5.52

LS

5.52

LS

5.56

LS

5.55

LS END LS1 END

5.66

MISC SHRUBS AND TREES

4.

5.07

5.4 5.5

5.8

5.3 5.2

6.08

BLDG4 1 STORY BLOCK REST AREA2092

-78.99

OHG

6.06

6.10

OHG

6.02

BLDG4

6.09

OHG

6.12 6.09

OHG CLO END

5.52

ICV

5.59

SWK7 PC

5.60

SWK7

5.57

5.62

SWK7 PC2109

5.76

SWK7

5.87

SWK7 PT

6.46

5.

5.51

LS22116

5.35

LS2

5.4

3.2

2.4

2.7

2.61

GND

2.49

GND

2.6

2.49

GND

2.6

2.6

2.73

GND

2.5

5.46

BNK6

5.1

5.65

ICV

3.8

3.3

13" PALM

27" OAK

17" PALM

19" PINE17" PALM

5.5 5.1

5.21

GND

4.9

4.2 3.9

4.3 4.25

GND

3.8

4.0 3.31

GND

4" ORNAMENTAL PLANT2154

5.56

SWK1 PC

5.582158 5.60

SWK1 PT

5.63

SWK1 PC

5.62

SWK1

5.60

SWK1 PT

5.58 5.66

SWK10 SWK11

5.672172 5.68

SWK102174

5.70

SWK10 PT

5.38

MISC SHRUBS AND TREES

5.68

SWK10 PC

5.69

SWK10

5.68

SWK10 PT

5.77 5.95

SWK10

6.08

SWK10 PT

5.79

MS 10'T TPOST PARK DIRECTIONS2192

5.88

MS END

4" ORNAMENTAL PLANT

6.03

MISC SHRUBS AND TREES

6.34

SSS 8'T NO TRAILER PARKING BETWEEN SIGNS

4" ORNAMENTAL PLANT

9" OAK

6.63

SWK7

6.67

SWK7 PT

6.51

SWK10 PC

6.58

5.06

5.17

CB

5.20 5.19

CB1

5.19 5.19

CB END CB1 END CLAP PC2222

5.18

CB MTL GRATE

5.19

CB

5.20

CB

5.19

CB CLO END

5.29

5.48

5.74

6.27

6.48

6.08

STAROW

6.08

STAROW

5.17 5.08 5.22

SWK11 END CPVT1

5.94

6.305.78

6.10

6.26

6.53

LL 4" WHT TYP

6.93

LL END

6.86

LL

6.38

LL END

6.19

LL

6.76

LL END

6.68

LL

6.12

LL END

6.05

LL 2305

6.64

LL END

6.55

LL

5.91

5.86

LL

6.49

LL END

6.39

LL

5.84

LL END

5.81

6.32

LL END

6.63

SWK7 PC LS11

6.54 7.01

7.03

7.23

SWK7 PT PC

6.82 7.31

SWK7

7.34

SWK7 PT

7.42 7.44

SWK7

7.

7.00

7.12

6.64

6.96

GND

6.92

SWK7

6.30

6.24

6.93

SWK7

7.

7.34

ICV

7.36 7.36

SWK8

6.98

GND

6.97

6.91

SWK7 PC

6.99 6.95

7.12

GND

6.99

SWK7 PT PC

6.98

SWK8 PT PC

7.33

GND

6.88

SWK76.912408

6.95

GND

6.69

GND 2410

6.90

SWK8 PT PC

6.91

SWK7 PT

6.65

MS 10'T 2" MTL PARK DIRECTIONS

6.83

MS END

3" ORNAMENTAL PLANT

6.99

SSS 8'T NO PARKING AT CURB

12" OAK

6.80

LP 6" MTL

7.11

SSS 7'T NO TRAILER PARKING BETWEEN SIGNS

15" PALM

16" PALM

16" PALM

16" PALM

10" OAK

6.46

LP 6" MTL

5.6

5.8

5.60

LS2

5.8 6.00

LS2

6.21

LS2

6.

5.8 5.9

5.9

6.0

6.6 6.01

GND

6.3

6.9

6.4

6.1

6.1

6.

6.02

BNK

6.03

BNK

6.0 6.59

BNK

6.8

6.9

6.7

6.6

6.6

6.74

BNK

6.8

6.74

BNK

6.68

BNK

6.5

6.42

BNK

6.3 6.66

GND

3.30

BNK1 BNK11

3.38

BNK1

3.2

3.1

3.19

BNK1

3.29

BNK1

3.69

BNK1

3.9 4.06

BNK1

3.8

3.0

3.4

3.5

3.55

BNK1

3.6

4.86

RWALL 1.5" WOOD SKIMMER

4.91

RWALL

4.91

RWALL

4.87

RWALL END

4.59

CB MTL GRATE

4.58

CB 2491

4.58

CB2492

4.62

CB CLO END

4.62

CB

4.59

CB

4.57

CB 2496

4.55

CB CLO END

4.33

GND

4.05

GND

3.38

GND

3.59

GND

6.92

FNC 4'T STEEL

6.78

FNC

0.76

STS2 END

6.4

7.1

6.99

GND

6.1

6.

5.

5.7

6.00

GND

0.16

STS1 END

-0.16

STS1 24" RCP

5.92515 9.11

WALL PC BRICK

9.12 9.11

WALL1

9.10

WALL

5.84

GND

5.84

GND2522

6.00

GND

5.9 6.00

GND

9.07

WALL1 PT

9.06

WALL PT2532

9.04

WALL

9.02

9.05

WALL1

9.05

WALL

9.09

WALL1

9.11

WALL1 END WALL END2538

6.24

BIKE RACK 2" MTL2539

6.22

BIKE RACK END

6.01

BNCH COMPOSITE 1.5'X6'

6.01

6.33

GND

6.33

SWK30 CONT TO WALLS

6.16 6.00

GND

6.23

SWK31 CONT TO WALLS

6.29

SWK31

6.07

GND

6.0 6.20

5.99

PST

6.19

PST

6.52

SWK30

6.22

GND

6.42 2560 6.38

SWK302563

6.27

SWK30 PT2564

6.14

SWK30

5.89

GND

5.75

GND

6.20

SWK30

5.85

SWK30 SWK32

5.87

SWK30 SWK336.07 2571

5.61

GND

5.40

GND

5.63

GND

5.44

5.

6.22 2593 5.96

GND

6.01

GND

5.98

GND

6.22

SWK4 PT

6.0

6.1 5.8

5.73

GND

13" PINE6.1

6.2

6.0

5.96

GND

6.24

SWK4 END CGB

5.

5.89

SWK34

5.78

SWK32 END SWK34 END CCR1

6.04

SWK34 END

4.06

GND

5.47

HNDC BLUE

5.41

HNDC BLUE

1.23

STS1 END TOP OF PIPE ONLY DIRECTION ONLY

5.52

SSS 9'T HANDICAP PARKING

5.68

LL10 4" BLUE

5.69

LL10 LL11 4" BLUE

5.79

LL11

5.76

LL11 LL12 4" BLUE

5.63

LL12 END LL10

5.56

LL12 LL10

5.71

LL12 END LL11

5.62

LL12 LL11

5.48

LL12 END LL10

5.41

LL12 LL10

5.52

LL12 END LL112641

5.46

LL12 LL11

5.37

LL11

5.36

LL11 LL12 END

5.35

5.62

6.27

6.00

6.64

6.20 6.15

7.12

7.21

7.32

6.

7.

7.

6.50

6.52

6.92

6.83

7.07 6.

6.85 7.39

6.62

6.69 7.

6.83

7.157.74

7.02

7.51

7.18

SWK

7.18

SWK1

7.17 7.17

SWK PT

7.13

SWK17.11

7.12

SWK PC

7.08

SWK1 PC

7.10 7.10

7.02

SWK1 PT

7.02

SWK PT

6.95 6.95

6.6

6.8

6.7

6.8

6.70

SSS 3'T MTL INFOGRAPHIC

6.8

7.3

7.1

18" PALM

16" PALM

9" PINE

6.99

SSS 8'T NO TRAILER PARKING BETWEEN SIGNS

7.12

LP 6" MTL

7.22

ICV

7.26

MS 7'T 4"W MTL INFOGRAPHIC

7.28

MS END

6.81

LL 4" WHT TYP

6.32

LL END

6.31 6.77

6.74

LL

6.30

LL END

6.22

LL

6.70

LL END

6.62

LL 2843

6.17

LL END

6.13

LL

6.58

LL END

6.55 6.13

LL END

9.81 2852 9.83

WALL1 BRICK

9.84

WALL

9.86

WALL1

9.86

WALL1 WDL REEDS

9.84

WALL END WALL1 END

5.97

RWALL RWALL1 CONCRETE

5.97

RWALL

5.91

GND

3.41

GND

5.99

RWALL

5.99

RWALL END RWALL1 END BNK20

5.84

GND

5.52

BNK20

5.56

BNK20 END

4.02

GND

3.61

WDL

3.99

WDL END

12" PALM

10" PALM13" PALM

14" PALM

14" PALM

12" PINE

8" PINE13" PALM

6" OAK

9" OAK

6.9

6.5

6.5 6.3

6.3

6.5 6.3

6.6

6.7

6.5 6.5

6.9

7.0

7.63

GND

7.

7.88

GND

7.62

GND2901

7.67

GND

7.1

6.89

SWK8

6.89

7.36

6.84

6.54

SWK8 END CPVT END

6.45

SWK8 CPVT

6.57

6.

6.26 6.76

6.18

6.92 6.90

SWK8

6.90

SWK8 PT

6.85

SWK8

6.186.

6.80

SWK8

6.85 6.90

SWK8

6.93

SWK8 PT

6.92

6.43

6.93

SWK7 PC

6.94

SWK76.92 3033

6.80

SWK7

6.20

6.696.47 6.14

GR 3'T WOOD

6.38

GR END

6.65

SWK7 6.60

6.74 6.39

6.26

6.62

6.84

SWK5

7.00

7.02

SWK5 PC

7.01

SWK5

7.00

SWK5 PT

6.52

7.02

6.95 7.00

7.14

SWK

7.14

SWK1

7.18

SWK PT

7.16

SWK1 PT

7.147.14

7.07

SWK

7.07

SWK1

7.03

SWK1 PT

6.98

SWK PT3120

6.93

SWK PC

6.98

SWK

6.99

SWK PT END

6.98

SWK PC

6.98

SWK

6.94

SWK PT

6.99

6.94 3134 7.02

SWK1

7.03

SWK

7.02

SWK PT PC

7.01

SWK1 PT PC

6.

6.98

SWK1 PT END SWK5 END

6.98 6.98

SWK PT END SWK6 END

6.81

SSS 4'T MTL INFOGRAPHIC

23" OAK14" OAK

8" PALM

7" PALM

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT4" ORNAMENTAL PLANT

6.4

6.9

6.8 6.8

6.7 6.8

6.7

7.0

6.83 6.30

6.26

5.88

6.

6.

5.85

6.41

5.926.40

6.136.68

6.72 7.21

7.43

GND

7.

7.08

7.29

7.49

7.04

GND

7.03

7.54

7.75 3355

7.48

GND

7.20

6.92

CLF 6'T

7.03

CLF

7.38

CLF END GT 4'T MTL

7.49

GT END

6.40

6.00

5.71

5.58 3376 5.46

CB

5.50 5.51

CB1

5.49 5.51

CB END CB1 END CLAP3381

5.53

CB MTL GRATE

5.49

CB

5.47

CB

5.49

CB CLO END

5.73

6.04

6.10

6.4 6.0

6.3 6.1

6.5

6.37

BNK

6.7

6.4

6.58

BNK END

2.72

BNK

5.17

GND

5.44

GND

5.57

GND

5.3 4.68

GND

3.

4.9 2.5

2.63408 2.91

BNK

2.86

BNK

3.58

BNK

3.7

3.32

BNK

3.4

3.2

3.47

BNK END BNK1 END

6.64

BNK10

6.5

6.61

FNC

6.6 6.90

FNC END

3.67

BNK11 END

3.4

3.3

3.57

GND

2.5 2.27

GND

2.2

17" PALM14" PALM

14" PALM

16" PALM

3" ORNAMENTAL PLANT

6.75

GND 8" OAK

6.58

GND

6.74

6.79

6.98

SWK1

6.92

SWK

7.03

SWK PT

7.04

SWK1 PT

6.

6.98

7.3 7.1

7.5

7.4 7.51

BNK

7.5 7.5

7.33

BNK

7.03

BNK

6.73461 6.41

BNK

6.4

6.85

BNK CLO END

7.74

BNK

8.31

BNK

8.50

BNK

8.38

BNK

8.08

BNK

7.87

BNK CLO END

8.50

GND10" OAK

10" OAK14" OAK

27" OAK

27" OAK

46" OAK

7.22

SOLAR GATE CONTROL 6'T W/ BURIED WIRE3479

6.88

LL 4" WHT TYP

7.17

LL END

5.62

STAROW

5.69

STAROW

6.15

LL

6.40

LL END

6.34

LL

6.01

LL END

5.92

LL

6.22

LL END

6.23

LL

5.92

LL END

5.87

LL

6.20

LL END

6.26

LL

5.83

LL END

5.82

LL

6.24

LL END

6.23

5.87 3500 5.92

LL

6.22

LL END

6.22

LL10 4" BLUE TYP

5.93

LL10 END

5.95

HNDC

6.09

HNDC3506

6.06

LL10

6.36

LL10 END

6.32

LL10

5.99

6.35

LL

6.33

LL1 4" WHT TYP

6.31

LL1 LL2 4" WHT TYP

6.27

LL LL2 END

6.20

LL LL2

6.23

LL1 LL2 END

6.16

LL1 LL2

6.13

LL LL2 END

6.10

LL LL2

6.09

LL1 LL2 END

6.06

LL1 LL2

6.06

LL2 END LL

6.04

LL

6.03

LL LL2

6.04

LL2 END LL1

6.00

LL1 END LL END

6.14

SSS 9'T HANDICAP PARKING

6.04

ICV

6.27

LP 6" MTL

6.53

SWK7

6.39

SWK7

6.01

ICV 3535

6.49

SWK7

6.91 6.54

SSS 9'T HANDICAP PARKING

36" OAK

6.71

7.

6.04

4.57

SSS 4'T PD 148

7.2

7.3

6.8

6.65 6.77

GND

6.8

6.62 6.83

GND

6.81

GND6.9

6.

6.72

GND

6.78

GND

6.77

GND

6.64

GND

6.966.41

6.30 6.72

6.16

6.52 6.01

6.84

7.03 7.28

6.74

6.01

LL

6.33

LL END

6.40

LL

6.07

LL END

6.09

LL

6.44

LL END

6.55

LL

6.10

LL END 6.12

6.60

LL END

6.47

BFP 2"

5.95

6.13

6.30

6.45 6.48

6.51

6.54

6.41 6.33

6.78

BGV UNKNOWN

6.60

GND

6.60

GND

6.76

BGV

6.74

BGV

6.61

GND

6.56

GND

6.70

BGV CLO END

3" ORNAMENTAL PLANT

7.30

ICV

7.07

SSS 6'T COUNTY PARKING ONLY

5.50

LP 6" MTL

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

3" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

4" ORNAMENTAL PLANT

6.64

DMP

6.67

CLF 6'T

6.

6.8

7.5 6.89

CLF

6.93

GND

7.2

6.86.7

6.7

6.94

GND

7.0

7.27

CLF

7.1

6.696.93 7.14

6.13

LL

6.37

LL END

6.40

LL

6.11

LL END

6.17

LL

6.41

LL END

6.55

LL

6.26

LL END

6.33

LL

6.64

LL END

6.82

LL

6.42

6" CEDAR

3" CEDAR

2.48

STS4 15X24" RCP

2.75

STS5 15" RCP

2.00

STS4 END 50%OB3810

3.84

SEW

4.31

GND

3.66

GND

3.87

SEW

4.51

SEW

4.55

SEW

4.06

SEW

3.86

GND

4.04

SEW

4.52

GND

4.53

SEW

4.58

GND

4.48

GND

4.51

SEW CLO END

2.91

GND

2.90

GND

5.95

CB EOP2 PC

5.92

CB EOP3 PC

5.77

CB FL3 PC

5.93

CB BRCK3 PC3831

5.95

CB END CB1 END BRCK2 PC

3.13

STS5 END

6.52

GND

6.36 6.34

6.41 3848 6.58

GND

6.78

GND

6.54

6.5

6.53 6.71

GND

7.19 3872 6.77

GND

6.47

6.47

6.70

GND6.62

6.31 6.31

6.53

GND

6.9

7.11

GND

7.23907 7.20

GND

7.14

GND

7.17

MISC PLANTS AND TREES

6.57

SSS 9'T NO PARKING AT CURB

6.85

MISC SHRUBS AND TREES

6.80

PINESTRAW

6.84

PINESTRAW

7.21

MISC SHRUBS AND TREES10" PALM

10" PALM

7.27

ICV

8" PALM

8" PALM

6.90

MS 4'T 12"W CONCRETE STAFF LISTING3935

6.98

MS END10" PALM

11" PALM

10" PALM

7.25

CSL

6.99

GND

6.99

GND

7.24

CSL

7.27

CSL

6.96

GND3945

6.96

GND

7.27

CSL CLO END

7.26

FP 7" MTL

6.74

BIKE RACK 2" MTL

6.70

SSS 7'T TRAM STOP

10" PALM

8" PALM9" PALM

6.82

MS 6'T 4"W WOOD PARK RULES

6.78

MS END

6.61

GR 2'T 4"W WOOD

6.65

GR

6.65

GR END

6.58

LP 6" MTL

6.95

ICV

6.83

ICV

7.63

ICV

7.83

VCW

6.71

FNC 4'T MTL3964

6.58

FNC

6.79

FNC

6.76

FNC END GT 4'T MTL

6.81

GT END FNC 4'T MTL

6.78

6.58

FNC

6.62

FNC

6.74

FNC END

6.99

MS 6'T 4"W WOOD MARLER PARK

7.08

MS END

6.01

ICV

6.12

PMP 2"

SRV3979

5.79

SRVC PUMP CONTROLS

-85.23

STS END DIRECTION ONLY

7.55

VCW

6.30

SSS 8'T NO TRAILER PARKING IN THIS AREA

5.85

6.85

6.77

6.

6.76

6.74 6.88

6.

6.96

SWK

6.79

GND

6.81

SWK4 SWK5

6.70

GND

6.61

GND6.80

6.88

SWK4

6.77

GND

6.

9 4042

7.08

GND

7.26 7.06

GND

6.82

GND

7.14

SWK4 END SWK5 END

7.32

SWK

7.05

GND

7.20

GND

7.35

7.28

SWK7.28

7.05

6.95 6.86

SWK 6.89

6.73

SWK PC4064

6.70

SWK

6.74

SWK PT

6.87

SWK PC

6.92

SWK

6.93

SWK PT

6.92

SWK

6.43

6.99 6.

6.68 7.02

SWK4

6.92

SWK4 PT

6.79 6.8

6.91

6.96

SWK4103

7.02

SWK PT

6.

6.84

SWK4

6.89

SWK4 PT4111

7.01

SWK4 PC

7.08

SWK4

7.06

SWK4 PT4118

7.11

SWK4 PC4119

7.12

SWK4

7.13

SWK4 PT

7.14

SWK4 END SWK1 END

6.93

SWK7 PC

6.92

SWK7

6.94

SWK7 PT END SWK END

6.8 6.82

GND

8.30

BNK

8.37

BNK8.

8.34

BNK

8.64

BNK

8.58

BNK CLO END

8.72

GND

7.5 7.65

GND

7.6

8.05

GND

7.4

7.4 7.97

GND 7.9

7.72

GND

7.71

GND

6.8 6.70

GND

6.89

GND

6.55

GND

6.88

GND

6.7

6.8 6.81

GND

-83.08

TRNF

2" ORNAMENTAL PLANT

2" ORNAMENTAL PLANT

2" ORNAMENTAL PLANT

7.18

CLF7.2

7.2

7.1 7.0

6.3

6.30

CLF6.3

6.1

6.14171 6.00

CLF END

6.87

GND

6.70

GND

7.0

7.4 7.33

GND

7.5

7.37

GND

7.0

7.

7.20

MISC SHRUBS AND TREES

7.26

GND

7.2

7.03

OHG

6.85

OHG

6.77

OHG

6.90

OHG CLO END

6.92 -88.17

BLDG5 BLOCK REST AREA

-88.17

BLDG5

-88.14

BLDG5 END

6.85

CSL 9'T 173 BRICK COLUMN

6.90

CSL4194

6.79

CSL4195

6.79

CSL CLO END

6.78

GND

6.80

GND

6.84

GND

6.90

GND

6.92

GND

6.92

GND

7.12

GND

7.16

GND4204

7.10

CSL 9'T BRICK COLUMN

6.88

CSL

6.87

CSL

7.12

CSL CLO END

6.62

LS

6.57

LS

6.59

LS

6.98

LS

7.12

LS

7.10

LS

7.12

LS END

6.501

SIRC 5/8" SAM CP LB 7908

6.133

SIRC 5/8" SAM CP LB 7908

4.265

SIRC 5/8" SAM CP LB 7908

4.842

SIRC 5/8" SAM CP LB 7908

CATCH BASIN

TOP=4.46'

SW INV.=1.25'

NW INV.=1.10'

EDGE OF

PAVEMENT

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

BRICK

BRICK

BRICK

BRICK

4" WHITE

TYP.

4" BLUE

4" WHITE

TYP.

4" WHITE

TYP.

4" WHITE

TYP.

4" BLUE

TYP.

4" WHITE

TYP.

4" WHITE

TYP.

4" WHITE

4" WHITE

TYP.

4" BLUE 4" BLUE

TYP.

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

CURB &

GUTTER

6' CHAIN

LINK FENCE

METAL GATE

6' CHAIN

LINK FENCE 6' CHAIN

LINK FENCE

4' WROUGHT

IRON FENCE

4' WROUGHT

IRON FENCE

REED LINE

"EXIT AFTER HOURS"

"NO TRAILER

PARKING"

"NO TRAILER PARKING"

"PARK RULES"

BEACH INFORMATION

SIGN

"NO TRAILER

PARKING"

HANDICAP PARKING SIGN

"NO TRAILER

PARKING"

"NO TRAILER

PARKING"

PARK INFORMATION

SIGN

PARK INFORMATION

SIGN

"NO TRAILER

PARKING"

"COUNTY PARKING ONLY"

"NO PARKING"

"TRAM STOP"

HANDICAP PARKING

SIGN"PD 148"

HANDICAP PARKING SIGN

"PARK RULES"

COVERED SEATING

AREA

OVERHANG

COVERED SEATING AREA

OVERHANG

1 STORY WOOD

OVERHANG

COVERED PICNIC AREA

OVERHANG

BLOCK WALL

BLOCK WALL

BRICK WALL

COVERED

PICNIC AREA

OVERHANG

BRICK WALL

HEADWALL

LIFT STATION

NO ACCESS

CONCRETE

SIDEWALK

BELOWGROUND

VAULT UKNOWN

PUMP

SERVICE BOX

IRRIGATION CONTROL VALVE

4' WROUGHT

IRON FENCE

"STAFF LISTING"

BLOCK COLUMN TYP.

12" CPP

DIRECTION ONLY

18" RCP

CATCH BASIN

TOP=3.78'

SE INV.=0.51'

SW INV.=0.37'

W INV.=0.11'

18" RCP

24" RCP

CATCH BASIN

TOP=5.19'

E INV.=0.17'

NW INV.=-0.16'

24" RCP

DIRECTION ONLY

CATCH BASIN

TOP=4.59'

NE INV.=0.76'

CATCH BASIN

TOP=5.50'

E INV.=2.75'

15"X24" RCP

N INV.=2.00'

S INV.=2.48'

V-GRATE

TOP OF GRATE=5.94'

BOTTOM OF GRATE=5.78'

W INV.=3.13'

2" METAL BIKE RACK

4' METAL

HAND RAIL

5 5

5 4

7 7

4 4

15" RCP

CATCH BASIN

TOP=4.14'

NE INV.=0.64'

SW INV.=0.31'

4" WHITE

TYP.

CURB &

GUTTER

3.5

P 5.95

P 5.78

INV. 0.17'

62 LF OF 18" RCP

@ 1% SLOPE

EX. P 6.71

P 6.55