100% Meigs Park Plans.pdf

VICINITY MAP

CONSTRUCTION PLANS FOR

MEIGS PARK - MIRACLE LEAGUE

OKALOOSA COUNTY

3 05/09/2025 GE 100% SUBMITTAL (REVISION) KM YS

2 03/07/2025 GE 100% SUBMITTAL KM YS

1 02/10/2025 GE 90% SUBMITTAL KM YS

0 11/08/2024 GE 50% SUBMITTAL KM YS

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client100% SUBMITTAL (REVISION) Board of County Commissioners Okaloosa County, Florida

TitleISSUED MARCH 2025 Meigs Park - Miracle League

COVER SHEETREVISED MAY 2025

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THIS DRAWING IS NOT FOR

Mott MacDonald Florida, LLC. CONSTRUCTION

220 West Garden Street Suite 700

PROJECT

LOCATION

Pensacola, FL 32502

United States of America

T +1 (850) 484 6011 www.mottmac.com/americas

Project Number

502101659-001 Designed K. Morgan

Drawn G. Edwards

B/O

Eng check

Coordination

Total

S. White

G. Edwards

Dwg check J. Powell Approved K. Morgan

SCALE: 1" = 1000'

© 2025 Microsoft Corporation © 2025 TomTom Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

MOTT MACDONALD PROJECT NO. 502101659-001

Scale at ANSI D

NTS

Drawing Number

Status Rev

APR

G001

Security

STD

© Mott MacDonald This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

Morgan, Kevin M Rectangle www.mottmac.com/americas

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ZTHIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

No. 71350 No. 98955

STATE OF STATE OFON THE DATE ADJACENT TO THE SEAL ON THE DATE ADJACENT TO THE SEAL ON THE DATE ADJACENT TO THE SEAL R

APRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

Mott MacDonald Florida, LLC.

220 West Garden Street Pensacola, FL 32502

CERTIFICATE OF AUTHORIZATION: EB-0000155

KEVIN M. MORGAN, P.E. NO. 71350

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

ELECTRONIC COPIES.

Mott MacDonald Florida, LLC.

220 West Garden Street Pensacola, FL 32502

CERTIFICATE OF AUTHORIZATION: EB-0000155

COLTON Z. McNAC, P.E. NO. 98955

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

ELECTRONIC COPIES.

Mott MacDonald Florida, LLC.

220 West Garden Street Pensacola, FL 32502

CERTIFICATE OF AUTHORIZATION: EB-0000155

JOHN PAUL GIBBS, P.E. NO. 60089

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY

No. LA0001546

ON THE DATE ADJACENT TO THE SEALSTATE OF

R

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED

AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

Tullo Planning Group, LLC P.O. Box 27601 Panama City Beach, FL 32411

CERTIFICATE OF AUTHORIZATION: LC26000371

GINA M. TULLO-WILLIAMS, P.L.A. NO. 0001546

3 05/09/2025 GE 100% SUBMITTAL (REVISION) KM YS

2 03/07/2025 GE 100% SUBMITTAL KM YS

1 02/10/2025 GE 90% SUBMITTAL KM YS

0 11/08/2024 GE 50% SUBMITTAL KM YS

Rev Date Drawn Description Ch’k’d App’d

THE ABOVE NAMED PROFESSIONAL LANDSCAPE ARCHITECT SHALL BE Mott MacDonald Florida, LLC.

E

RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 220 W. Garden St., Suite 700THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY 61G15-23.004, F.A.C. Pensacola, FL 32502

United States of America

NO. 77293 T +1 (850) 484-6011

www.mottmac.com/americas

STATE OFON THE DATE ADJACENT TO THE SEAL ON THE DATE ADJACENT TO THE SEAL

Architects Engineers Surveyors

APRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AA - C0000035 EB - 0000155 LB - 0006783PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY Client ELECTRONIC COPIES. ELECTRONIC COPIES. Board of County Commissioners Mott MacDonald Florida, LLC. Mott MacDonald Florida, LLC. Okaloosa County, Florida 220 West Garden Street 220 West Garden Street

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY Pensacola, FL 32502Pensacola, FL 32502

CERTIFICATE OF AUTHORIZATION: AR-0000035 CERTIFICATE OF AUTHORIZATION: EB-0000155No. 66277

ANDREW P. MARASCA, R.A. NO. AR103481 ANDREW K. GIBBS, P.E. NO. 77293

Title

ON THE DATE ADJACENT TO THE SEAL Meigs Park - Miracle LeagueTHE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

STATE OF

THE ABOVE NAMED REGISTERED ARCHITECT SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C. THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED

A AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES. SIGNATURE SHEET

Mott MacDonald Florida, LLC.

220 West Garden Street Pensacola, FL 32502

CERTIFICATE OF AUTHORIZATION: EB-0000155

CHAD E. LYNER, P.E. NO. 66277

THIS DRAWING IS NOT FOR

CONSTRUCTIONTHE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

Project Number B/O Total

502101659-001 2 86 Designed K. Morgan Eng check S. White

Drawn G. Edwards Coordination G. Edwards

Dwg check J. Powell Approved K. Morgan

Scale at ANSI D

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Status

APR

Rev

Security

STD

Drawing Number

G002 © Mott MacDonald This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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I. GENERAL NOTES

1. THE CONTRACTOR AND ALL SUBCONTRACTORS, HEREINAFTER REFERRED TO AS "CONTRACTOR", SHALL HAVE SOMEONE TO RECEIVE CALLS AND DISPATCH PROPER PERSONNEL AND EQUIPMENT

ON A TWENTY-FOUR (24) HOUR BASIS FOR EMERGENCIES.

2. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AS REQUIRED TO ACCOMPLISH THE

SPECIFIED WORK.

3. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL

DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE

PRECEDENCE OVER DIMENSIONS AND NOTES SHOWN ON THE DRAWINGS.

4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FDOT AND OKALOOSA COUNTY

STANDARDS.

5. ALL ASPECTS OF THE STORM WATER, DRAINAGE AND/OR TRANSPORTATION COMPONENTS SHALL

BE COMPLETED PRIOR TO REQUESTING A FINAL INSPECTION.

6. NO DEVIATIONS OR REVISIONS FROM THESE PLANS BY THE CONTRACTOR SHALL BE ALLOWED

WITHOUT PRIOR APPROVAL FROM BOTH THE DESIGN ENGINEER, AND COUNTY ENGINEER. ANY

DEVIATIONS MAY RESULT IN DELAYS IN COUNTY OR OWNER ACCEPTANCE OF IMPROVEMENTS.

7. THE CONTRACTOR SHALL NOTIFY OKALOOSA COUNTY 48 HOURS IN ADVANCE PRIOR TO

INITIATING ANY WORK IN THE COUNTY'S R/W.

8. A SEPARATE PERMIT IS REQUIRED FOR ALL SIGNAGE.

II. CONTRACTUAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, ALL

APPROVED PERMITS, AND THE REQUIREMENTS AND STANDARDS OF ALL GOVERNING

AUTHORITIES.

2. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE

CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY

DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR

GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK

HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS

IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.

3. ALL DIMENSIONS SHOWN ARE COMPACTED DIMENSIONS.

4. THE LOCATIONS OF NEW UTILITIES AND STRUCTURES SHOWN ARE APPROXIMATE. FINAL

PROJECT LOCATION MAY REQUIRE FIELD ADJUSTMENT BY THE ENGINEER UPON THE

CONTRACTOR'S VERIFICATION OF ALL UTILITIES.

5. ANY DAMAGE TO STREET SURFACING OR DRIVEWAYS CAUSED BY THE CONTRACTOR'S

OPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. ACCEPTANCE OF

SUCH REPAIRS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. FAILURES OF BASE AND

SURFACING DUE TO NORMAL USE OF STREET SURFACE SHALL NOT BE CONSIDERED AS DAMAGE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK

OPERATIONS TO EXISTING FACILITIES TO REMAIN.

7. THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES, (SIZE, MATERIAL OF CONSTRUCTION, ELEVATION, ETC.) TO HIS SATISFACTION.

8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE OSHA

EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM.

9. THE CONTRACTOR AND FOREMAN ASSIGNED TO THIS PROJECT SHALL ATTEND A MANDATORY

PRE-CONSTRUCTION MEETING PRIOR TO COMMENCING WORK.

III. SITE NOTES

1. GRADE ALL AREAS WITHIN THE CONSTRUCTION LIMITS TO PROVIDE UNIFORM CONTOURS AND

GRADES SO THAT DRAINAGE FLOW, GRASS MOWING AND CUTTING OPERATIONS ARE NOT

HINDERED BY TERRAIN IRREGULARITY. PERFORM THIS WORK REGARDLESS OF WHETHER THE

IRREGULARITIES WERE THE RESULT OF CONSTRUCTION OPERATIONS OR EXISTED ORIGINALLY.

ALL DISTURBED AREAS TO BE DRESSED, SEEDED/SODDED, FERTILIZED, WATERED AND

MAINTAINED THROUGHOUT THE CONTRACT.

2. CONTRACTOR SHOULD PREVENT DAMAGE TO TREES OUTSIDE OF, BUT WITHIN CLOSE PROXIMITY TO THE PROJECT'S LIMITS OF CONSTRUCTION. GRADING AROUND TREES DESIGNATED TO REMAIN

SHALL BE PERFORMED IN A MANNER THAT WILL NOT CAUSE ANY DAMAGE TO THE TREES.

3. ALL AREAS DISTURBED BY THE CONTRACTOR OUTSIDE THE CONSTRUCTION AREA ARE TO BE

SLOPED TO DRAIN, GRADED, SODDED AND FERTILIZED WITHIN 30 DAYS AFTER CONSTRUCTION IS

COMPLETE.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL OBSTRUCTIONS

WITHIN THE LIMITS OF WORK SUCH AS FENCING, SIGNS (WHEN DIRECTED BY THE ENGINEER) AND

MISCELLANEOUS OBSTRUCTIONS. ANY SUCH OBJECTS REMOVED SHALL BE REPLACED WITHIN A

24-HOUR PERIOD.

5. PROPERTY OBSTRUCTIONS WHICH ARE TO REMAIN IN PLACE, SUCH AS BUILDINGS, SEWER,

STORM DRAINS, WATER OR GAS PIPES, ELECTRICAL CONDUITS, POLES, WALLS, POSTS, ETC., ARE

TO BE CAREFULLY PROTECTED & ARE NOT TO BE DISPLACED, UNLESS NOTED.

6. ALL TRANSVERSE JOINTS SHALL BE SAW CUT.

7. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE

STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION AND SHALL USE BEST

MANAGEMENT PRACTICES TO MANAGE STORM WATER SUCH THAT IMPACT TO CONSTRUCTION

AND/OR SURROUNDING FACILITIES IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY EROSION, SEDIMENT TRANSPORT, DISTURBED FOUNDATIONS AND IMPACT TO STRUCTURES,

AND ANY OTHER DAMAGE CAUSED DURING CONSTRUCTION.

8. ALL WALKWAY PATHS AND INTERSECTIONS SHALL MEET FLORIDA A.D.A. REQUIREMENTS (LATEST

EDITION).

9. ALL SIDEWALK, ROADWAY AND BASE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT

SPECIFICATIONS, LATEST EDITION.

10. THE CONTRACTOR SHALL INSURE THAT ALL ACCESSIBLE PARKING SPACES AND ROUTES SHALL

COMPLY WILL ALL LOCAL, STATE (CHAPTER 11 FLORIDA ACCESSIBILITY CODE FOR BUILDING

CONSTRUCTION, LATEST EDITION) AND FEDERAL (2010 ADA STANDARDS FOR ACCESSIBLE

DESIGN) LAWS AND ORDINANCES GOVERNING ADA (AMERICANS WITH DISABILITIES ACT)

REQUIREMENTS. AT A MINIMUM, ALL WALKING SURFACES SHALL HAVE A RUNNING SLOPE NOT

STEEPER THAN 1:20. CHANGES IN LEVEL UP TO 1/4 INCHES (6 MM) MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH (6 MM AND 13 MM) SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH (13 MM) SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. RAMPS RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12, A MAXIMUM RISE OF 30 INCHES (760 MM) AND HAVE LANDINGS AT

THE TOP AND THE BOTTOM OF EACH RAMP RUN. RAMP RUNS WITH A RISE GREATER THAN 6

INCHES (150 MM) SHALL HAVE HANDRAILS. CURB RAMPS SHALL NOT HAVE A RISE GREATER THAN 6 INCHES (150 MM). THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN

1:20. THE CROSS SLOPE OF WALKING SURFACES, RAMP RUNS AND LANDINGS SHALL NOT BE

STEEPER THAN 1:48. THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES (915 MM)

MINIMUM. FOR WALKS CROSSING OR ADJOINING A HAZARDOUS VEHICULAR AREA, WHERE THE

WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN

THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE

DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES (915 MM) WIDE.

IV.UTILITY NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A UTILITY PERMIT FROM THE COUNTY PRIOR

TO COMMENCING ANY WORK WITHIN THE COUNTY'S RIGHT-OF-WAY.

2. THE CONTRACTOR IS ADVISED THAT EXISTING OVERHEAD AND UNDERGROUND UTILITIES SUCH

AS (BUT NOT LIMITED TO) ELECTRICAL LINES AND POLES, TELEPHONE CABLES, TELEVISION

CABLES, GAS LINES, WATER LINES, SEPTIC TANKS, SEPTIC DRAIN FIELDS AND SANITARY SEWERS

MAY EXIST IN THE CONSTRUCTION LIMITS WHERE THE PROPOSED IMPROVEMENTS ARE

REQUIRED. UTILITY FACILITIES SHOWN ON THE PLANS ARE APPROXIMATE LOCATIONS (NOT

SCALEABLE) AND DO NOT INCLUDE SERVICE LOCATIONS. THE CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR LOCATING & PROTECTING EXISTING UTILITIES DURING THE PERFORMANCE OF

WORK TO BE INSTALLED UNDER THIS CONTRACT. THE CONTRACTOR SHALL VERIFY THE

LOCATIONS OF ALL UTILITIES, PROBE OR EXPOSE THEM BY HAND EXCAVATION, AND FOLLOW ALL APPLICABLE OSHA REGULATIONS AT NO COST TO THE OWNER. FAILURE OF THE PLANS TO SHOW THE EXISTENCE OF ANY UNDERGROUND UTILITIES, STRUCTURES, ETC., SHALL NOT RELIEVE THE

CONTRACTOR FROM THE RESPONSIBILITY OF LOCATING, PRESERVING & PROTECTING SAID

UTILITY OR STRUCTURES.

3. THE CONTRACTOR SHALL FIELD LOCATE AND INCLUDE CONSIDERATION OF EXISTING UTILITIES IN

PLANNING AND PRIOR TO EXECUTION OF WORK. THE LOCATION OF UNDERGROUND FACILITIES

SHOWN ON THESE PLANS ARE BASED ON INFORMATION PROVIDED BY THE UTILITIES AND SHALL

BE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO

CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO THE

STARTING OF CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE

CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.

4. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY THE EXECUTION OF WORK UNDER THIS

CONTRACT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE

OWNER OR INCREASE TO CONTRACT TIME. THE OWNER DOES NOT ASSUME OR IMPLY TO ANY

LIABILITY FOR THE LOCATION, PROTECTION, AND/OR REPAIR OF ANY EXISTING UTILITIES THAT

MAY OCCUPY JOINT RIGHT-OF-WAY OR OTHERWISE CONFLICT WITH THE CONSTRUCTION OF THE

WORK TO BE INSTALLED UNDER THIS CONTRACT.

5. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN TRENCHING IN AREAS NEAR UTILITIES.

6. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENTS OF THE WATER, GAS, SEWER,

TELEPHONE & POWER COMPANIES 10 DAYS IN ADVANCE THAT HE INTENDS TO START WORK IN A

SPECIFIC AREA. THE CONTRACTOR SHALL NOT BE ALLOWED TO TRENCH UNTIL ALL EXISTING

UTILITIES ARE LOCATED.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILIZING ACCEPTABLE MEANS AND METHODS, AS NECESSARY TO PLACE AND COMPLETELY BACKFILL TO FINISHED GRADE NEW MAINS AND

STRUCTURES IN A WATER FREE EXCAVATION. THE MEANS AND METHODS OF DE-WATERING THE

EXCAVATION SHALL COMPLY WITH ALL REGULATORY REQUIREMENTS FOR TEMPORARY

DIVERSION OF GROUNDWATER AND ITS DISCHARGE (INCLUDING FDEP CHAPTER 62-621 "GENERAL

PERMIT FOR THE DISCHARGE OF PRODUCED GROUNDWATER FROM ANY NON-CONTAMINATED

SITE ACTIVITY").

8. CONTRACTOR TO COORDINATE WITH RESPONSIBLE UTILITY FOR PROTECTION/HOLDING OF

UTILITY POLES, GUY WIRES, AND GUY ANCHORS IN AREAS OF CONSTRUCTION.

9. THE CONTRACTOR SHALL BE REQUIRED TO COMPACT THE BACKFILL TO 98% OF MAXIMUM

DENSITY.

3 05/09/2025 GE 100% SUBMITTAL (REVISION) KM YS

2 03/07/2025 GE 100% SUBMITTAL KM YS

1 02/10/2025 GE 90% SUBMITTAL KM YS

0 11/08/2024 GE 50% SUBMITTAL KM YS

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client

Board of County Commissioners Okaloosa County, Florida

Title

Meigs Park - Miracle League

GENERAL NOTES

THIS DRAWING IS NOT FOR

CONSTRUCTION

Project Number

502101659-001 B/O

Total

Designed K. Morgan Eng check S. White

Drawn G. Edwards Coordination G. Edwards

Dwg check J. Powell Approved K. Morgan

Scale at ANSI D

NTS

Status

APR

Rev

Security

STD

Drawing Number

G003 © Mott MacDonald This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

WATER

BACK FLOW

SAN

GAS

V. SIGNING & TRAFFIC NOTES

1. LOCAL RESIDENTS WITHIN THE AREA OF CONSTRUCTION SHALL HAVE ACCESS TO THEIR

PROPERTY DURING ALL STAGES OF CONSTRUCTION.

2. THE CONTRACTOR SHALL MAINTAIN THRU TRAFFIC ON EXISTING STREETS AT ALL TIMES

BY USING ADEQUATE FLAG MEN AND BARRICADES.

3. ALL SIGNS, BARRICADES, MARKERS, TRAFFIC CONTROL AND WARNING DEVICES, ETC.

SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON "UNIFORM TRAFFIC AND

CONTROL DEVICES.

4. ALL PAVEMENT MARKINGS WILL BE THERMOPLASTIC AND IN CONFORMANCE WITH FDOT

STANDARD PLANS FOR ROAD & BRIDGE CONSTRUCTION.

VI. SURVEYING NOTES

1. GRADES SHOWN ARE FINISHED GRADES.

2. ANY NGVD-29 AND/OR NAVD 1988 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS

TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR IS TO NOTIFY THE

PROJECT ENGINEER WHO SHOULD NOTIFY:

3. ALL ELEVATIONS SHOWN ON THE PLANS ARE BASED ON THE NORTH AMERICAN VERTICAL

DATUM OF 1988.

4. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF

FLORIDA TO REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS

WHICH MAY BE DISTURBED BY CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING & FOR TRANSFERRING AN

ADEQUATE NUMBER OF BENCHMARKS TO CONSTRUCT THE PROJECT TO THE LINE &

GRADES SHOWN ON THE PLANS.

6. THE CONTRACTOR IS RESPONSIBLE FOR EFFECTIVE CONSTRUCTION LAYOUT & STAKING

AS NECESSARY TO CONSTRUCT THE PROJECT ACCORDING TO THE LINES & GRADES AS

SHOWN.

VII REGULATORY AND PERMITTING REQUIREMENTS:

1. THE CONTRACTOR SHALL PROVIDE TO OKALOOSA COUNTY 'AS-BUILT' RECORD

DRAWINGS FOR VERIFICATION AND APPROVAL BY THE COUNTY ONE WEEK PRIOR TO

REQUESTING FINAL INSPECTION, OR PROVIDE 'AS-BUILT' CERTIFICATION THAT THE

PROJECT CONSTRUCTION ADHERES TO THE PERMITTED PLANS AND SPECIFICATIONS.

THE 'AS-BUILT' CERTIFICATION OR THE 'AS-BUILT' RECORD DRAWINGS MUST BE SIGNED,

SEALED & DATED BY A REGISTERED FLORIDA PROFESSIONAL SURVEYOR/ENGINEER.

2. TO COMPLY WITH NPDES REQUIREMENTS, ALL EROSION CONTROL MEASURES SHALL BE

INSPECTED AFTER EACH 1/2" RAINFALL EVENT OR AT LEAST WEEKLY. THE CONTRACTOR

SHALL DOCUMENT SUCH INSPECTIONS AND EROSION CONTROL MAINTENANCE EFFORTS;

INSPECTION RECORDS SHALL BE PROVIDED TO THE NPDES PERMIT APPLICANT FOR

PROPER RECORDING TO FDEP.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR & COMPLY WITH ANY TESTING REQUIRED BY

THE LOCAL GOVERNING AGENCY IN ADDITION TO THE TESTING REQUIREMENTS

OUTLINED IN THE SPECIFICATIONS. DENSITY TESTING & CORE SAMPLES WILL BE

REQUIRED TO DEMONSTRATE COMPLIANCE WITH COUNTY STANDARDS PRIOR TO FINAL

APPROVAL OF IMPROVEMENTS.

4. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND

MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS REQUIRED TO

RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL MEASURES MAY

RESULT IN CODE ENFORCEMENT VIOLATIONS.

VIII EROSION CONTROL NOTES (SEE SWPPP SHEETS C012 & C013)

IX PAY ITEM NOTES

1. THE CONTRACTOR COST FOR COORDINATION WITH THE COUNTY, EOR, UTILITIES, AND

OTHER AGENCIES SHALL BE INCLUDED IN THE MOBILIZATION PAY ITEM.

2. MAINTENANCE OF TRAFFIC PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO PROVIDE

A SAFE WORK ZONE AND SHOULD INCLUDE ALL NECESSARY ITEMS REQUIRED FOR

TRAFFIC CONTROL.THE MAINTENANCE OF TRAFFIC PAY ITEM SHALL REQUIRE ALL ITEMS

NECESSARY TO SECURE THE CONSTRUCTION SITE FROM THE PUBLIC USE INCLUDING 6'

CHAIN-LINK AROUND, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES. CONTRACTOR

SHALL MAINTAIN ACCESS TO THE EXISTING PLAYGROUND AT THE NORTH END OF THE

PARK AT ALL TIMES.

3. EROSION CONTROL PAY ITEM SHALL INCLUDE ALL ITEMS NECESSARY TO PREVENT SITE

SOILS FROM BEING DISCHARGED OFFSITE AND MAY INCLUDE, BUT NOT LIMITED TO SILT

FENCE, MULCH, HAY, STRAW, TEMPORARY SODDING, ETC.

4. CLEARING AND GRUBBING PAY ITEM SHALL INCLUDE DEMO OF EXISTING UTILITIES,

REMOVAL PAVEMENT, CONCRETE, SAWCUTTING, LIGHTING, LIGHT POLES. TREE

REMOVAL, FENCING, ASPHALT, AND OTHER MISCELLANEOUS ITEMS SHALL BE INCLUDED

IN THE COST OF DEMOLITION/CLEARING AND GRUBBING. DEMOLITION SHALL INCLUDE

THE DISCONNECTION OF UTILITIES TO THE SOURCE.

5. TREE TRIMMING SHALL BE INCLUDED IN THE CLEARING AND GRUBBING PAY ITEM.

6. FENCE AND GATE COST SHALL INCLUDE ALL ITEMS NECESSARY TO BUILD A FULL

FUNCTIONING FENCE AND GATE. ALL GATES SHALL BE DUAL SWING GATES.

7. WATER FOUNTAIN SHALL INCLUDE A NEW WATER LINE, FOUNDATION, OUTFALL SYSTEM,

AND ALL MATERIALS NECESSARY FOR THIS WORK.

8. CONTRACTOR REQUIRED TO MEET ALL COUNTY AND UTILITY SERVICES REQUIREMENTS

FOR PERMITS, INSPECTIONS, DOCUMENTATION, AND OTHER MISCELLANEOUS

REQUIREMENTS. ALL COST ASSOCIATED WITH THESE TASK SHALL BE INCLUDED IN THE

COST OF THAT PARTICULAR BID ITEM.

9. ANY UTILITY RELOCATION OR ADJUSTMENT REQUIRED FOR SIDEWALKS, DRAINAGE,

GRADING, ETC SHALL BE INCLUDED IN THE COST OF THAT PARTICULAR BID ITEM.

10.CONCRETE SIDEWALK PAY ITEM SHALL INCLUDE STABILIZATION, BASE SAWCUTTING,

JOINTS, RAMPS, AND ANY OTHER MATERIAL NECESSARY TO INSTALL SIDEWALK AS PER

PLANS.

11.COST FOR DEWATERING, IF REQUIRED SHALL BE INCLUDED IN THE ASSOCIATED PAY

ITEM.

12. THE CONTRACTOR WILL ONLY BE PAID FOR THE AMOUNT OF SOD INSTALLED ONSITE.

13. ALL PARKING LOT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.

14. AS-BUILT SURVEY SHALL BE PROVIDED BY THE CONTRACTOR AND SUBMITTED TO THE

EOR/CITY/COUNTY FOR REVIEW/APPROVAL PRIOR TO FINAL PAYOUT.

15. WATER SERVICE PAY ITEM SHALL INCLUDE ALL COST ASSOCIATED WITH THE PIPES, HOSE

BIBS, ELBOWS, CONNECTIONS, AND ANY OTHER ITEMS NECESSARY FOR INSTALLATION

OF THE HOSE BIBS AT EACH OF THE PAVILIONS.

16.BIKE RACK RELOCATION SHALL INCLUDE THE REMOVAL AND RELOCATION OF THE BIKE

RACK, CONCRETE, AND ANY OTHER ITEMS REQUIRED.

17.CONSTRUCTION SIGN BOARD PAY ITEM SHALL INCLUDE ALL CONSTRUCTION

DOCUMENTATION REQUIRED FOR THE PROJECT. A GREEN LAMINATE COPY OF THE

DEVELOPMENT ORDER MUST BE POSTED PRIOR TO ANY LAND DISTURBING ACTIVITIES

DURING ALL PHASES OF CONSTRUCTION. THE BOARD SHALL BE VISIBLE FROM THE RIGHT

OF WAY.

18.GEOTECHNICAL TESTING & EVALUATION PAY ITEM IS AN ALLOWANCE FOR LMJ &

ASSOCIATES TO CONDUCT TEST PITS AND OTHER INVESTIGATIONS AS DENOTED IN THE

GEOTECHNCIAL REPORT.

19. THE COST OF THE POND OUTFALL STRUCTURE SHALL INCLUDE ALL MATERIALS AND

INSTALLATION NECESSARY FOR THE CONSTRUCTION OF THE SPECIFIED DBI TYPE D

(MODIFY). WEIR, SKIMMER, HARDWARE, AND CONCRETE DITCH PAVEMENT.

20.DRAINAGE CONNECTION PAY ITEM SHALL INCLUDE THOSE ITEMS NECESSARY TO

CONNECT INTO EXISTING STRUCTURE XDS - 13.

21.THE COST TO REMOVE AND REINSTALL THE RETAINING WALL FOR THE INSTALLATION OF

THE POND OUTFALL PIPE (DP - 12) SHALL BE INCLUDED IN THE COST OF THE ASSOCIATED

DRAINAGE PIPE PAY ITEM.

22.IRRIGATION WELL SHALL INCLUDE ALL LABOR, TOOLS, MATERIALS, TEST, PERMITS, ETC.

NECESSARY FOR THE INSTALLATION OF 3 HP 4" WELL (W/ FUTURE CAPACITY) AND

AUTOMATIC ELECTRIC CONTROL.

23.MIRACLE LEAGUE TURF PAY ITEM SHALL INCLUDES ALL TURF ITEMS ASSOCIATED WITH

INFIELD AND OUTFIELD COLORS, STRIPING, BATTERS BOX, PLATES, PITCHING MOUND,

AND ANY OTHER ITEMS NECESSARY FOR A FULL OPERATIONAL MIRACLE LEAGUE

BASEBALL FIELD.

SURVEY LEGEND & ABBREVIATIONS:

= WATER FOUNTAIN/FAUCET

= VALVE COVER WATER

= VALVE COVER GAS

= BACKFLOW PREVENTER

= CREPE MYRTLE

= OAK TREE

= PALM TREE

= PINE TREE

= TRASH CAN

= POST

= POWER POLE W/ TRANSFORMER

= POWER POLE

= GUY ANCHOR

= SANITARY SEWER MANHOLE

= SINGLE SUPPORT SIGN

= SANITARY SEWER CLEANOUT

= BICYCLE RACK

= BENCH/PICNIC TABLE

= LUMINAIRE

= MISCELLANEOUS/UNKNOWN UNDERGROUND UTILITIES

= BURIED TELEPHONE LEVEL B LOCATE

= BURIED GAS LINE LEVEL B LOCATE

= AERIAL ELECTRICAL LINES

= FENCE

= UNDERGROUND WATER LINE LEVEL B LOCATE

= UNDERGROUND SANITARY SEWER LEVEL B LOCATE

# = NUMBER

" = INCHES/SECONDS

+XX.XX = SPOT ELEVATION

CMP = CORRUGATED METAL PIPE

CSH = CORE SAMPLE HOLE

HDPE = HIGH DENSITY POLY ETHYLENE

AVE. = AVENUE

LB = LICENSE BUSINESS

ST = STREET

(P) = PLAT

(C) = CALCULATED

R/W = RIGHT OF WAY

= PARCEL OWNERSHIP

PC = POINT OF CURVATURE

PT = POINT OF TANGENCY

3 05/09/2025 GE 100% SUBMITTAL (REVISION) KM YS

2 03/07/2025 GE 100% SUBMITTAL KM YS

1 02/10/2025 GE 90% SUBMITTAL KM YS

0 11/08/2024 GE 50% SUBMITTAL KM YS

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client

Board of County Commissioners Okaloosa County, Florida

Title

Meigs Park - Miracle League

GENERAL NOTES

THIS DRAWING IS NOT FOR

CONSTRUCTION

Project Number B/O Total

502101659-001 4 86 Designed K. Morgan Eng check S. White

Drawn G. Edwards Coordination G. Edwards

Dwg check J. Powell Approved K. Morgan

Scale at ANSI D Status Rev Security

NTS APR 3 STD

Drawing Number

G004XR

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D w g N am e:

G

G en er al N ot es

.d w g

XR

ef L as t S av ed

: J un e

, 2

- 9

:4 5:

A

M

© Mott MacDonald This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

STOP

60'

S 78°36'05" E 425.89'(C)

S 44°30'08" E 493.47'(C)

60'

LEGEND:

EXISTING CONCRETE PAVEMENT,

BASKETBALL COURT PERIMETER & SIDEWALKS

EXISTING ASPHALT ROADWAY PAVEMENT,

BASKETBALL COURT & PICKLEBALL COURT

SURFACES

LEGAL DESCRIPTION:

PROPERTY CORNER. #3

PARK, MEIGS ADDITION, PLAT BOOK 2, PAGE 6, SECTION 6,

TOWNSHIP 1 SOUTH, RANGE 22 WEST, OKALOOSA COUNTY,

SET 5/8" IRC "LB 8336"

N: 560,088.420 E: 1,344,953.862

FLORIDA

NOTE:

PROPERTY CORNER. #4

SET 5/8" IRC "LB 8336"

N: 560,004.250 1. ALL CONTROL POINT LOCATIONS SHOULD BE VERIFIED

PRIOR TO CONSTRUCTION STAKING,E: 1,345,371.349

2. BENCHMARKS SHOULD ALWAYS BE VERIFIED USING ATPT

LEAST ONE OTHER ON-SITE BENCHMARK, PRIOR TO USE.

TEMPORARY BENCHMARK #2

SET 5/8" IRON ROD "T2 CONT."

ELEV.= 70.69'

N: 560,075.971 E: 1,344,787.746

GRAPHIC SCALE

(IN FEET)

-40' 0 20' 40' 80' 160'

SCALE: 1" = 40' (22"x34") PC 1" = 80' (11"x17")

LENGTH=164.20'

RADIUS=64.48'

DELTA=145°54'03"

PC CHORD=S 28°26'53" W

CHORD LENGTH=123.30'

LENGTH=117.80' BENCHMARK #2

3 05/09/2025 GE 100% SUBMITTAL (REVISION) KM YS

2 03/07/2025 GE 100% SUBMITTAL KM YS

PROPERTY CORNER. #5

SET 5/8" IRC "LB 8336"

N: 559,919.156

02/10/2025

11/08/2024

GE

GE

90% SUBMITTAL

50% SUBMITTAL

KM

KM

YS

YS

RADIUS=83.53'NAIL & DISK IN POWER POLE

ELEV.= 72.45' DELTA=080°48'19"

N: 560,000.977 CHORD=N 38°11'55" WE: 1,344,802.154

CHORD LENGTH=108.28'

PROPERTY CORNER. #2 PARCEL IDENTIFICATION: 06-1S-22-1590-0000-PARK E: 1,345,438.309

SET 5/8" IRC "LB 8336"

N: 559,980.009 Rev Date Drawn Description Ch’k’d App’dOWNER: CITY OF NICEVILLE

60'E: 1,344,895.127 Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

Client

Board of County CommissionersLENGTH=156.53' Okaloosa County, FloridaRADIUS=100.00'

DELTA=089°41'14"

CHORD=N 47°02'51" E

CHORD LENGTH=141.03'

SURVEYOR'S NOTES:

1. THE CERTIFICATE OF AUTHORIZATION NUMBER OF T2 UES, INC. IS LB-8336.

Title

2. NO ABSTRACT OF TITLE OR TITLE INSURANCE COMMITMENT WAS REVIEWED AS PART OF THIS SURVEY. Meigs Park - Miracle League

3. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.

4. IMPROVEMENTS ON OR ADJACENT TO THE SUBJECT PARCEL HAVE NOT BEEN LOCATED EXCEPT AS SHOWN.

NO SUB-SURFACE FOUNDATIONS HAVE BEEN LOCATED AS PART OF THIS SURVEY. SURVEY CONTROL & BENCHMARKS

PROPERTY CORNER. #6

SET 5/8" IRC "LB 8336"

N: 559,721.303 E: 1,345,430.695

5. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN ANY SHOWN.

6. ALL HORIZONTAL SURVEY DATA IS REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) BASED ON GPS RTK (REAL TIME KINEMATIC) CORRECTIONS RECEIVED FROM THE TRIMBLE VRS NETWORK. THE BASIS OF BEARING IS FROM

BENCHMARK 1 TO BENCHMARK 2 AS BEING N 55° 48' 19" W.

PT

S 02°12'14" W

198.00'C

PC

THIS DRAWING IS NOT FOR

CONSTRUCTION

7. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF UNLESS OTHERWISE NOTED.

PTN 88°06'32" W 86.50'C)

8. COORDINATES, ELEVATIONS, BEARINGS AND DISTANCES SHOWN ARE MEASURED OR CALCULATED FROM

TEMPORARY BENCHMARK #1FIELD TIES UNLESS OTHERWISE NOTED.

SET 5/8" IRON ROD "T2 CONT."

ELEV.= 58.24'

PROPERTY CORNER. #19. SURVEYED PARCEL CONTAINS 251,594 SQUARE FEET OR 5.78 ACRES, MORE OR LESS (TOPOGRAPHIC). N: 559,575.624 SET NAIL & DISK "LB 8336" E: 1,345,431.953BOUNDARY PARCEL CONTAINS 162,380 SQUARE FEET 3.73 ACRES MORE OR LESS. N: 559,628.057

E: 1,345,241.017

10. DATE OF LAST FIELD WORK: 11-18-24. Project Number B/O Total

502101659-001 5 8611. NO ENVIRONMENTAL AUDIT OR JURISDICTIONAL DELINEATION WAS MADE AS PART OF THIS SURVEY.

Designed K. Morgan Eng check S. White12. ANY ADJOINING DEED CITES ARE FOR "INFORMATIONAL PURPOSES ONLY"; NO SURVEY WAS MADE OF BENCHMARK #1ADJOINING LANDS. Drawn G. Edwards Coordination G. Edwards

Dwg check J. Powell Approved K. Morgan

NAIL & DISK IN POWER POLE

ELEV.= 61.13'

13. ELEVATIONS SHOWN HEREON ARE BASED ON A CLOSED LEVEL LOOP WITH THE BASIS OF ELEVATIONS N: 559,538.200 303.59'(C)(P) E: 1,345,483.242BEING REFERENCE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 PER RTK GPS SOLUTION. Scale at ANSI D Status Rev SecurityCONTROL PT. #7

NOT SET OR FOUND 1" = 40' APR STD(FALLS IN PICKLEBALL COURT)14. THE SURVEYOR WAS NOT SCOPED TO DESIGNATE ANY SUBSURFACE UTILITIES. UNDERGROUND UTILITIES AS N: 559,625.203 Drawing NumberSHOWN ARE SURVEYED FROM MARKS BY OTHERS FROM 811 DIG TICKET NUMBERS: 120404622, 120404684, E: 1,345,327.469

120404684, & 120404727. G005 © Mott MacDonald This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

XR

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B en ch m ar ks

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8,

- 1

2:

:2

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BASKETBALL COURT

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PLAYGROUND

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18" HDPE

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18" HDPE

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15" CMP CRUSHED

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RUBBERIZED MATERIAL

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PICKLEBALL COURTS

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SAND

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12" PALM

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12" PALM

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12" PALM

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36" OAK

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6" OAK

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6" OAK

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8" OAK

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36" OAK

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LEAVE A BOOK

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12" PALM

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CREPE MYRTLE

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12" PALM

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12" PALM

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42" OAK

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30" PINE

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30" PINE

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40" OAK

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36" OAK

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30" OAK

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30" OAK

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36" OAK

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36" OAK

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12" PALM

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12" PALM

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12" PALM

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36" PINE

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STOP

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CHILDREN PLAYING

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STOP/ STREET MARKER

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BUMP

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NO PARKING DO NOT BLOCK GATE

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STOP ALL-WAY

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12" PALMS

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24" OAK

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NO PARKING DO NOT BLOCK GATE

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MEIGS PARK RULES

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NO PARKING DO NOT BLOCK GATE

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CREPE MYRTLE

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INVERT=56.57'

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INVERT=56.55'

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INVERT=55.88'

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INVERT=59.15'

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BACK FLOW

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GAS

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WATER

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WATER

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SAN

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CHAIN LINK FENCE

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GAZEBO

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GAZEBO

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GRASS FIELD

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GRASS FIELD

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GRASS FIELD

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GRASS FIELD

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ASPHALT PARKING

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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CONCRETE

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CONCRETE

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COVERED PAVILION

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CONCRETE WALK

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ASPHALT ROADWAY

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CONCRETE WALK

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ASPHALT ROADWAY

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ASPHALT ROADWAY

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ASPHALT ROADWAY

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CONCRETE WALL

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GRASS FIELD

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CREPE MYRTLE

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PLEASE CLEAN UP AFTER YOUR ANIMALS

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GAS

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SAN

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WATER

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WATER

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WATER

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WATER

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WATER

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WATER

AutoCAD SHX Text NORTH INVERT 8" TERRA COTTA INVERT=46.51' NORTH LATERAL 8" TERRA COTTA INVERT=53.13' SOUTH INVERT 8" TERRA COTTA INVERT=46.31' WEST INVERT 8" TERRA COTTA INVERT=46.34'

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12" PALM

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MEIGS PARK RULES

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NO PARKING DO NOT BLOCK GATE

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MEIGS PARK RULES

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MEIGS PARK RULES

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NO PARKING DO NOT BLOCK GATE

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MEIGS PARK RULES

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MEIGS PARK RULES

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SPEED LIMIT 15 MPH

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PLEASE CLEAN UP AFTER YOUR ANIMALS

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DEER AVENUE (60' CITY R/W)

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PARK AVENUE (60' CITY R/W)

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PARK AVENUE (60' CITY R/W)

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1ST STREET (60' CITY R/W)

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BLOCK 7

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LOT 1

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LOT 2

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E. PARK AVENUE (60' CITY R/W)

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BLOCK 8

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LOT 19

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LOT 38

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"PARK" (PER PLAT) CONTAINS: 162,380 SQUARE FEET 3.73 ACRES +/-

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BLOCK 3

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LOT 26

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LOT 13

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BLOCK 3

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EXISTING R/W LINE

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FOUND 1/2" IRON ROD (NO I.D.) 0.2' WEST OF LINE

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FOUND 5/8" IRC "LB 2355" (DISTURBED) 1.6' EAST OF LINE

AutoCAD SHX Text FOUND 4"x4" CONCRETE MONUMENT (NO I.D.) HELD FOR LINE & POSITION

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FOUND 3/4" IRON PIPE (NO I.D.) 0.35' WEST OF LINE

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FOUND 5/8 IRC (PSM # ILLEGIBLE) HELD FOR LINE & POSITION

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FOUND 1/2" IRC "GCT CORP 3501" HELD FOR LINE & POSITION

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FOUND 'X' CUT IN CONCRETE HELD FOR LINE

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FOUND 1/2" IRC "PANHANDLE LB 2355" HELD FOR LINE

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FOUND 1/2" IRC "AE&S LA 4808" 0.3' EAST FOR LINE

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FOUND 1/2" IRC "GCT CORP 3501" HELD FOR LINE & POSITION

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FOUND 1/2" IRON ROD (NO I.D.) 0.6' NORTH OF LINE

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DEER AVENUE (60' CITY R/W)

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1ST STREET (60' CITY R/W)

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WEST INVERT 24" HDPE INVERT=54.92'

AutoCAD SHX Text NORTH INVERT 18" HDPE INVERT=56.32' EAST INVERT 15' CMP (CRUSHED END) INVERT=54.97'

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WATER FOUNTAIN

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WATER FOUNTAIN

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AutoCAD SHX Text N https://LENGTH=141.03 https://RADIUS=100.00 https://LENGTH=156.53 www.mottmac.com/americas https://LENGTH=108.28 https://RADIUS=83.53 https://LENGTH=117.80 https://LENGTH=123.30 https://RADIUS=64.48 https://LENGTH=164.20

S 78°36'05" E 425.89'(C)

S 44°30'08" E 493.47'(C)

LEGEND:

DEMOLISH & REMOVE PROTECTION BARRIER TO BE CONSTRUCTED

807 SQ.YDS. OF ASPHALT

PAVEMENT

(±29 STD. PARKING SPACES)

AROUND ALL NEW STORMWATER INLETS,

EXISTING TREES, POWER POLES, INLETS AND

MISCELLANEOUS OTHER STRUCTURES TO

REMAIN WITHIN THE AREA OF CONSTRUCTION

AND MAINTAINED THROUGHOUT CONSTRUCTION.

PROTECT & RETAIN

EXISTING IMPROVEMENTS, TREES, ETC., TO BEALL LIGHT, POWER, RELAY

DEMOLISHED & REMOVED

EXISTING CONCRETE PAVEMENT,

AND UTILITY POLES ON OR

PROTECT & RETAIN AROUND PARK PERIMETER PROTECT & RETAINPAVILION, SIDEWALKS, (2) - 30" OAK TREESBENCHES, PLAY AREAS, PROTECT & RETAIN BASKETBALL COURT PERIMETER & SIDEWALKSMISCELLANEOUS SIGNS WATER FOUNTAINAND TREES IN EXISTING ASPHALT ROADWAY PAVEMENT, BASKETBALL COURT & PICKLEBALL COURTPLAYGROUND AREA PROTECT & RETAIN

12" PALM TREE SURFACES

PROTECT & RETAIN

(3) - 12" PALM TREES

PROTECT & RETAIN

36" OAK TREE

S 02°12'14" W

198.00'C

(2) - WOOD GAZEBOS

AND FOUNDATIONS

PROTECT & RETAIN

CONCRETE RETAINING WALL

PROTECT & RETAIN

BASKETBALL COURT

REMOVE

36" PINE TREE DEMOLISH & REMOVE

DEMOLISH & REMOVE

DUGOUTS AND 76 LF

858 LF OF 4' CHAIN LINK

PERIMETER FENCE

PROTECT & RETAIN

(2) - 36" OAK TREES

OF CHAIN LINK

LENGTH=164.20' BACKSTOP FENCE RELOCATE

DEMOLISH & REMOVE

6 SQ. YDS. OF CONCRETE

RADIUS=64.48'

DELTA=145°54'03"

RELOCATE

(2) - PARK BENCHES

TRASH BIN

SIDEWALK CHORD=S 28°26'53" W INSTALL

CHORD LENGTH=123.30' EROSION CONTROL BARRIERS

BID ALTERNATE #1

DEMOLISH & REMOVE

291 LF OF 4' CHAIN LINK

PLAYGROUND

PROTECT & RETAIN

WATER FOUNTAIN

AS NECESSARY TO PREVENT

ONSITE RUNOFF

LENGTH=117.80'

RADIUS=83.53'

PERIMETER FENCE DELTA=080°48'19"

CHORD=N 38°11'55" WRELOCATE

GRAPHIC SCALE

(IN FEET)

-30' 0 15' 30' 60' 120'

SCALE: 1" = 30' (22"x34")

1" = 60' (11"x17")

3 05/09/2025 GE 100% SUBMITTAL (REVISION) KM YS

2 03/07/2025 GE 100% SUBMITTAL KM YS

1 02/10/2025 GE 90% SUBMITTAL KM YS

0 11/08/2024 GE 50% SUBMITTAL KM YS

RELOCATE

3'x5' BIKE RACK/

(2) - PARK BENCHES CHORD LENGTH=108.28'

DEMOLISH & REMOVECONCRETE SLAB

76 LF OF CHAIN LINK

PROTECT & RETAIN PARCEL IDENTIFICATION: 06-1S-22-1590-0000-PARK BACKSTOP FENCE

42" OAK TREE OWNER: CITY OF NICEVILLE

60'

PROTECT & RETAIN

ALL LIGHT, POWER, RELAY DEMOLISH & REMOVE

AND UTILITY POLES ON OR 4' CHAIN LINK

AROUND PARK PERIMETER PERIMETER FENCE

Rev Date Drawn Description Ch’k’d App’d

Mott MacDonald Florida, LLC.

220 W. Garden St., Suite 700 Pensacola, FL 32502 United States of America T +1 (850) 484-6011 www.mottmac.com/americas

Architects Engineers Surveyors

AA - C0000035 EB - 0000155 LB - 0006783

PROTECT & RETAIN

(2) - 30" PINE TREES

DEMOLISH & REMOVE REMOVE & RETAIN

614 SQ.YDS. OF ASPHALT ALL PARK SIGNAGE

PAVEMENT INSTALLFOR USE LATER

(±23 STD. PARKING SPACES) EROSION CONTROL BARRIERSPROTECT & RETAIN

INSTALL

EROSION CONTROL BARRIERS

AS NECESSARY TO PREVENT

ONSITE RUNOFF

AS NECESSARY TO PREVENT40" OAK TREE

ONSITE RUNOFF

REMOVE

(2) - 6" OAK TREESLENGTH=156.53' DEMOLISH & REMOVE

378 LF OF 4' CHAIN LINK

PERIMETER FENCE

RADIUS=100.00'

DELTA=089°41'14" DEMOLISH & REMOVE

4' CHAIN LINKCHORD=N 47°02'51" E PERIMETER FENCE

CHORD LENGTH=141.03' Client

Board of County Commissioners60'

Okaloosa County, FloridaPROTECT

PROTECT & RETAIN

4' CHAIN LINK PROTECT & RETAIN

LIGHT/ UTILITY POLE

RELOCATE PERIMETER FENCE WATER FOUNTAIN

TRASH BIN

PROTECT & RETAIN

Title

PROTECT & RETAIN Meigs Park - Miracle League

ALL WATER AND

IRRIGATION VALVES,

METERS, BACKFLOW

PREVENTERS AND DEMOLITION PLANWELLS

ALL PICKLE BALL COURTS,

FENCING, SIDEWALKS

AND ASPHALT PARKING

PROTECT

INSTALL

EROSION CONTROL BARRIERS

AS NECESSARY TO PREVENT

ONSITE RUNOFF THIS DRAWING IS NOT FOREXISTING INLET

CONSTRUCTIONN 88°06'32" W 86.50'C)

REMOVE

Project Number B/O Total

REMOVE 502101659-001 6 86

12" PALM TREE

Designed K. Morgan Eng check S. WhitePROTECT EXISTING INLET PROTECT Drawn G. Edwards Coordination G. Edwards

EXISTING INLETS

Dwg check J. Powell Approved K. MorganPROTECT & RETAIN

(2) - 12" PALM TREES

PROTECT

Scale at ANSI D

1" = 30' Status

APR

Rev

Security

STD

Drawing Number

C001EXISTING INLET

303.59'(C)(P)

© Mott MacDonald This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

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BASKETBALL COURT

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PLAYGROUND

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18" HDPE

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18" HDPE

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15" CMP CRUSHED

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PICKLEBALL COURTS

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12" PALM

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12" PALM

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12" PALM

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36" OAK

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6" OAK

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6" OAK

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8" OAK

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36" OAK

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LEAVE A BOOK

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12" PALM

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CREPE MYRTLE

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12" PALM

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12" PALM

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42" OAK

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30" PINE

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30" PINE

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40" OAK

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36" OAK

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30" OAK

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30" OAK

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36" OAK

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36" OAK

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12" PALM

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12" PALM

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12" PALM

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36" PINE

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STOP

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CHILDREN PLAYING

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STOP/ STREET MARKER

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BUMP

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NO PARKING DO NOT BLOCK GATE

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STOP ALL-WAY

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12" PALMS

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24" OAK

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NO PARKING DO NOT BLOCK GATE

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MEIGS PARK RULES

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NO PARKING DO NOT BLOCK GATE

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CREPE MYRTLE

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INVERT=56.57'

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INVERT=56.55'

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INVERT=55.88'

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INVERT=59.15'

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BACK FLOW

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GAS

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WATER

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WATER

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SAN

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GAZEBO

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GAZEBO

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GRASS FIELD

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COVERED PAVILION

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CONCRETE WALL

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CREPE MYRTLE

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PLEASE CLEAN UP AFTER YOUR ANIMALS

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GAS

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SAN

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WATER

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WATER

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WATER

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WATER

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WATER

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WATER

AutoCAD SHX Text NORTH INVERT 8" TERRA COTTA INVERT=46.51' NORTH LATERAL 8" TERRA COTTA INVERT=53.13' SOUTH INVERT 8" TERRA COTTA INVERT=46.31' WEST INVERT 8" TERRA COTTA INVERT=46.34'

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12" PALM

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MEIGS PARK RULES

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NO PARKING DO NOT BLOCK GATE

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MEIGS PARK RULES

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MEIGS PARK RULES

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NO PARKING DO NOT BLOCK GATE

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MEIGS PARK RULES

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MEIGS PARK RULES

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SPEED LIMIT 15 MPH

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PLEASE CLEAN UP AFTER YOUR ANIMALS

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DEER AVENUE (60' CITY R/W)

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PARK AVENUE (60' CITY R/W)

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1ST STREET (60' CITY R/W)

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LOT 15

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LOT 16

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LOT 17

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LOT 18

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E. PARK AVENUE (60' CITY R/W)

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"PARK" (PER PLAT) CONTAINS: 162,380 SQUARE FEET 3.73 ACRES +/-

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BLOCK 3

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LOT 26

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LOT 13

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LOT 25

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LOT 12

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LOT 24

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LOT 11

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LOT 23

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LOT 10

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LOT 22

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LOT 9

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LOT 21

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LOT 8

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LOT 20

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LOT 19

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EXISTING R/W LINE

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EXISTING R/W LINE

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EXISTING R/W LINE

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EXISTING R/W LINE

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EXISTING R/W LINE

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EXISTING R/W LINE

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EXISTING R/W LINE

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EXISTING R/W LINE

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SET 5/8" IRC "LB 8336"

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SET 5/8" IRC "LB 8336"

AutoCAD SHX Text SET NAIL & DISK "LB 8336" (Typ.)

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NOT FOUND OR SET (FALLS IN PICKLE BALL COURT)

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SET 5/8" IRC "LB 8336"

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SET 5/8" IRC "LB 8336"

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SET 5/8" IRC "LB 8336"

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FOUND 1/2" IRON ROD (NO I.D.) 0.2' WEST OF LINE

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FOUND 5/8" IRC "LB 2355" (DISTURBED) 1.6' EAST OF LINE

AutoCAD SHX Text FOUND 4"x4" CONCRETE MONUMENT (NO I.D.) HELD FOR LINE & POSITION

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FOUND 3/4" IRON PIPE (NO I.D.) 0.35' WEST OF LINE

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FOUND 'X' CUT IN CONCRETE HELD FOR LINE

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FOUND 1/2" IRC "PANHANDLE LB 2355" HELD FOR LINE

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FOUND 1/2" IRC "AE&S LA 4808" 0.3' EAST FOR LINE

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FOUND 1/2" IRC "GCT CORP 3501" HELD FOR LINE & POSITION

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DEER AVENUE (60' CITY R/W)

AutoCAD SHX Text NORTH INVERT 18" HDPE INVERT=56.32' EAST INVERT 15' CMP (CRUSHED END) INVERT=54.97'

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WATER FOUNTAIN

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WATER FOUNTAIN

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AutoCAD SHX Text N https://LENGTH=141.03 https://RADIUS=100.00 https://LENGTH=156.53 https://LENGTH=108.28

STORM

125'

MIRACLE LEAGUE

BASEBALL FIELD

38'x66'38'x66'93'x74' PARTY PAVILION

PARTY PAVILION

MIRACLE

LEAGUE

STYLEPLAY AREA(6,180 SF)

38'x66'38'x66'RESTROOMS

RESTROOMS

LEGEND:

CONSTRUCT 36 LF

CONSTRUCT 46 LFCONSTRUCT 46 LF CONSTRUCT 680 SYOF 6" CONCRETE PROTECTION BARRIER TO BE CONSTRUCTEDTIE 4' CHAIN LINK OF 6" CONCRETEOF 6" CONCRETE OF ASPHALT PAVEMENTHEADER CURB AROUND ALL NEW STORMWATER INLETS,FENCE TO HEADER CURBAROUND ISLAND HEADER CURB FOR PARKING EXISTING TREES, POWER POLES, INLETS ANDPLAYGROUND FENCE AROUND ISLANDAROUND ISLAND MISCELLANEOUS OTHER STRUCTURES TOCONSTRUCT 35 LF88 48 REMAIN WITHIN THE AREA OF CONSTRUCTIONOF 6" CONCRETE

AND MAINTAINED THROUGHOUT CONSTRUCTION.HEADER CURB47 CONSTRUCT 122 LF

OF TYPE 'F' CURB AROUND ISLAND

EXISTING CONCRETE PAVEMENT,AND GUTTER ALONG61 BASKETBALL COURT PERIMETER & SIDEWALKS4987 LOADING ZONE AND

50 AROUND ISLANDS86 EXISTING ASPHALT ROADWAY PAVEMENT,51

BASKETBALL COURT & PICKLEBALL COURT5'R52 53 SURFACES(Typ.)6285

54 PROPOSED CONCRETE PAVEMENT56 59

1INSTALL 121 LF OF INSTALL/RELOCATE60 PROPOSED SOD574' CHAIN LINK FENCE

8' FROM COURT

BENCH (SEE LANDSCAPING PLANS)2 585

RELOCATED 2120 PROPOSED SEED & MULCH63'x5' BIKE RACK/

BID ALTERNATE #1 (SEE LANDSCAPING PLANS)CONCRETE SLAB

INSTALL 291 LF OF

4' CHAIN LINK FENCE

CONSTRUCT 20 LF AROUND PLAYGROUND

PROPOSED ASPHALT PARKING PAVEMENT

& 8' ASPHALT PATH

8OF TYPE 'F' CURB

AND GUTTER 8436 BASEBALL FIELD SURFACE7

(COLOR: GREEN/SOD)AT LOADING ZONE 37

CONSTRUCT 70 SY

OF ASPHALT PAVEMENT

BASEBALL FIELD SURFACE2263 9 (COLOR: ORANGE/CLAY)32 33FOR PARKING 1910

38 4TIE CONCRETE WALK

FLUSH WITH EXISTING

PLAY AREA SURFACE

17 18

125' GRAPHIC SCALE

3PLAYGROUND

39ENTRANCE SIDEWALK 12

(IN FEET)MIRACLE LEAGUE

-30' 0 15' 30' 60' 120'11TIE 4' CHAIN LINK BASEBALL FIELD16 15FENCE TO

PLAYGROUND FENCE

SCALE: 1" = 30' (22"x34")

1" = 60' (11"x17")31CONSTRUCT 42 LF

OF TYPE 'F' CURB

AND GUTTER INSTALL/RELOCATE

AROUND ISLAND BENCH AND WASTE

AT LOADING ZONE RECEPTACLE

60'1340 14

200'x125'CONSTRUCT 183 SY 23 OF ASPHALT PAVEMENT MULTI PURPOSE FIELD30 3 05/09/2025 GE 100% SUBMITTAL (REVISION) KM YS24FOR PARKING 29 (25,000 SF)26CONSTRUCT 101 LF 2 03/07/2025 GE 100% SUBMITTAL KM YS2528OF 6" CONCRETECONSTRUCT 41 LF 41 27HEADER CURB 1 02/10/2025 GE 90% SUBMITTAL KM YS

HEADER CURB

OF 6" CONCRETE

AROUND PLANTER

0 11/08/2024 GE 50% SUBMITTAL KM YSCONSTRUCT 1,392 SY OFAROUND ISLAND

CONCRETE SIDEWALK INSTALL/RELOCATE Rev Date Drawn Description Ch’k’d App’d

WASTE RECEPTACLECONSTRUCT (4) - 61 LF

5'R OF 6" CONCRETECONSTRUCT 41 LF Mott MacDonald Florida, LLC.(Typ.) HEADER CURBOF 6" CONCRETE 220 W. Garden St., Suite 700AROUND PLANTERSHEADER CURB Pensacola, FL 32502AROUND ISLAND United States of America

C…