Santa_Rosa_Industrial_Park_East_-_FP.pdf

PDF 2 MB Posted Feb 24, 2025

Attached to: Sale of Property – 5 acres in the Santa Rosa Industrial Park East
Solicitation number: 25-029
Issued by: Santa Rosa County, Florida

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Written by GovTribe AI · Jun 27, 2025

The document is a final plat for the Santa Rosa Industrial Park East, prepared by Santa Rosa County Engineering in February 2025, covering portions of Sections 28, 32, and 33 in Township 2 North, Range 27 West, Santa Rosa County, Florida. The plat details a 115.14-acre industrial park development with six lots, located along Randy Brown Road and Jeff Ates Road. The property is zoned M2 with an Industrial Future Land Use Map (FLUM) designation, and includes precise boundary descriptions, GPS coordinates, state plane coordinates, and detailed surveying information.

The plat provides comprehensive technical details including curve tables, line schedules, and reference monuments with specific geographic coordinates. The development is being undertaken by the Santa Rosa County Board of County Commissioners, with the county serving as both developer and owner. The lots are configured for industrial use, with lot sizes ranging from approximately 12.68 acres to 15.59 acres. The plat includes detailed right-of-way information, particularly for Randy Brown Road (100' R/W) and Production Drive (60' R/W), and incorporates precise measurements and directional bearings for property boundary delineation.

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LOI_25-029_SPECIAL_MAGISTRATE_SERVICES.pdf	PDF	Oct 21, 2025
Sale_of_Property_–_5_acres_in_the_Santa_Rosa_Industrial_Park_East.pdf	PDF	Feb 26, 2025

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SHEET 1 OF 2

PLAT BOOK ______ PAGE ______

RANDY BROWN ROAD (100' R/W THIS AREA) PUBLIC

SURVEYOR'S NOTES: LEGEND:

MATCH LINE (REFER TO SHEET 2)

CURVE TABLE

' R /W

B L

A N

D Y

B R

O W

N R

O A

N 87°27'50" W 180.00'

S 87°27'50" E 180.00'

°3 6'

" W

.0 0'

°3 6'

" E

.0 0'

DEVELOPER:

SANTA ROSA COUNTY

BOARD OF COUNTY

COMMISSIONERS

6495 CAROLINE STREET

SUITE M MILTON, FLORIDA 32583

PHONE: (850) 983-1877

OWNER:

SANTA ROSA COUNTY

SRC FINANCE DEPARTMENT

ATTN.: PROPERTY INVENTORY CLERK

6495 CAROLINE ST., SUITE B

MILTON, FLORIDA 32570

PROJECT SURVEYOR:

JAMES P. FRENCH, P.S.M.

COUNTY SURVEYOR

SANTA ROSA COUNTY ENGINEERING

6051 OLD BAGDAD HIGHWAY

SUITE 300 MILTON, FLORIDA 32583

PHONE: (850) 981-7100

C/L

C/L C/L

C /L

C/L

.5 ' 3

LINE SCHEDULE

RANDY BROWN ROAD

DETAIL 'B'

VICINITY MAP NOT INCLUDED

NOT INCLUDED

SANTA ROSA

INDUSTRIAL

PARK EAST

GPS #3

STATE PLANE COORDINATES

HORIZONTAL DATUM: NORTH AMERICAN DATUM 83 (2011) FLORIDA NORTH ZONE

STATION NORTHING

(Feet)

EASTING

(Feet)

LATITUDE LONGITUDE SCALE FACTOR

(SF)

CONVERGENCE ELEVATION

REFERENCE MONUMENTS

FORMULA TO CONVERT GRID DISTANCE TO GROUND (GEODETIC) DISTANCE

MEAN SCALE FACTOR (MSF) =

GPS 1

GPS 2

GPS 3

608162.892 1196524.568 30°38'57.83" 86°57'18.16" 1.0000182469 -01°14'01.40" 130.96'

SRC 1076

MILTPORT 604288.17 1184221.50 30°38'16.85" 86°59'38.00" 0.99998207 -01°15'11.7" N/A

SRC 1092 599398.69 1211073.66 30°37'34.18" 86°54'29.52" 0.99998040 -01°12'36.70" N/A

SF + SF

GROUND (GEODETIC) DISTANCE = GRID DISTANCE

MSF

607117.374 1194672.281 30°38'47.09" 86°57'39.10" 1.0000187823 -01°14'11.93" 132.96'

605732.200 1192937.594 30°38'33.01" 86°57'58.61" 1.0000198050 -01°14'21.73" 142.73'

SOURCE

GPS OBS

SRC GPS

GPS OBS

Drawn By: D.C.G. February 2025

PARCEL ID: 28-2N-27-0000-00500-0000

FINAL PLAT OF:

SANTA ROSA INDUSTRIAL PARK EAST

BEING A PORTION OF SECTIONS 28, 32 & 33,

TOWNSHIP 2 NORTH, RANGE 27 WEST,

SANTA ROSA COUNTY, FLORIDA

DATED: FEBRUARY 2025

ZONED: M2, FLUM: INDUS

NOT INCLUDED

DETAIL 'A'

R A

N D

Y B

R O

W N

R O

A D

' R /W

RANDY BROWN

ROAD

(100' R/W)

DESCRIPTION (OVERALL BOUNDARY - SANTA ROSA INDUSTRIAL PARK EAST) AS PREPARED BY SANTA ROSA COUNTY SURVEYING:

COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 2 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA; THENCE PROCEED NORTH 87°19'21" WEST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER FOR A DISTANCE OF 54.92 FEET TO THE WEST RIGHT-OF-WAY LINE OF JEFF ATES ROAD FOR THE POINT OF BEGINNING; THENCE CONTINUE NORTH 87°19'21" WEST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER FOR A DISTANCE OF 2598.94 FEET TO THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 28; THENCE PROCEED SOUTH 02°33'04" WEST ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER FOR A DISTANCE OF 2625.62 FEET TO THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 28, ALSO BEING THE NORTHEAST CORNER OF SECTION 32, TOWNSHIP 2 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 02°36'58" WEST ALONG THE EAST LINE OF SAID SECTION 32 FOR A DISTANCE OF 667.79 FEET TO THE NORTHEAST CORNER OF A PARCEL RECORDED IN OFFICIAL RECORDS BOOK 3252, PAGE 1913 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA;

THENCE PROCEED NORTH 87°27'50" WEST ALONG THE NORTH LINE OF SAID PARCEL FOR A DISTANCE OF 2232.78 FEET TO THE NORTHWESTERLY CORNER OF SAID PARCEL AS RECORDED IN OFFICIAL RECORDS BOOK 3252, PAGE 1913 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA, ALSO BEING THE NORTHEAST CORNER OF OFFICIAL RECORDS BOOK 1457, PAGE 154 AND THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST (HAVING A RADIUS OF 974.78 FEET, A CENTRAL ANGLE OF 14°02'10", A CHORD DISTANCE OF 238.20 FEET, AND A CHORD BEARING OF SOUTH 80°26'45" EAST); THENCE PROCEED SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND ALONG THE SOUTH LINE OF SAID OFFICIAL RECORDS BOOK 3252, PAGE 1913 (AND THE NEXT THREE (3) CALLS) FOR A DISTANCE OF 238.80 FEET TO THE POINT OF TANGENCY OF SAID CURVE;

THENCE PROCEED SOUTH 73°25'40" EAST FOR A DISTANCE OF 28.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHEAST (HAVING A RADIUS OF 974.78 FEET, A CENTRAL ANGLE OF 14°02'10", A CHORD DISTANCE OF 238.20 FEET, AND A CHORD BEARING OF SOUTH 80°26'45" EAST); THENCE PROCEED SOUTHEASTERLY ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 238.80 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE PROCEED SOUTH 87°27'50" EAST FOR A DISTANCE OF 40.00 FEET;

THENCE DEPARTING THE SOUTH LINE OF SAID OFFICIAL RECORDS BOOK 3252, PAGE 1913 PROCEED SOUTH 02°32'10" WEST FOR A DISTANCE OF 35.00 FEET; THENCE PROCEED SOUTH 87°27'50" EAST FOR A DISTANCE OF 1792.64 FEET; THENCE PROCEED NORTH 02°36'58" EAST AND PARALLEL TO THE WEST LINE OF SECTION 33, TOWNSHIP 2 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA FOR A DISTANCE OF 767.64 FEET TO THE NORTH LINE OF SAID SECTION 33, ALSO BEING THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 2 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA; THENCE PROCEED NORTH 02°33'04" EAST AND PARALLEL TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 28 FOR A DISTANCE OF 494.64 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHEAST (HAVING A RADIUS OF 329.96 FEET, A CENTRAL ANGLE OF 90°04'11", A CHORD DISTANCE OF 466.92 FEET, AND A CHORD BEARING OF NORTH 47°35'10" EAST); THENCE PROCEED NORTHEASTERLY ALONG THE ARC OF SAID CURVE FOR A DISTANCE OF 518.70 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE PROCEED SOUTH 87°22'45" EAST FOR A DISTANCE OF

373.37 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE NORTHWEST; THENCE PROCEED SOUTH 02°37'15" WEST FOR A DISTANCE OF 31.12 FEET; THENCE PROCEED SOUTH 87°22'45" EAST FOR A DISTANCE OF 586.67 FEET TO A POINT OF INTERSECTION WITH THE EXTENSION OF THE WEST LINE OF A PARCEL RECORDED IN OFFICIAL RECORDS BOOK 3527, PAGE 1652 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA; THENCE PROCEED SOUTH 02°33'04" WEST ALONG THE EXTENSION OF THE WEST LINE OF SAID PARCEL FOR A DISTANCE OF 29.34 FEET TO THE NORTHWEST CORNER OF SAID PARCEL; THENCE PROCEED SOUTH 88°23'18" EAST ALONG THE NORTH LINE OF SAID PARCEL FOR A DISTANCE OF 913.50 FEET TO THE SOUTHWEST CORNER OF A PARCEL RECORDED IN OFFICIAL RECORDS BOOK 4131, PAGE 770 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA; THENCE PROCEED NORTH 01°51'01" EAST ALONG THE WEST LINE OF SAID PARCEL FOR A DISTANCE OF 414.21 FEET TO THE NORTHWEST CORNER OF SAID PARCEL; THENCE PROCEED SOUTH 87°21'57" EAST ALONG THE NORTH LINE OF SAID PARCEL FOR A DISTANCE OF 317.74 FEET TO THE NORTHEAST CORNER OF SAID OFFICIAL RECORDS BOOK 4131, PAGE 770 AND A POINT ON THE WEST RIGHT-OF-WAY LINE OF JEFF ATES ROAD; THENCE PROCEED NORTH 01°51'01" EAST ALONG SAID WEST RIGHT-OF-WAY LINE FOR A DISTANCE OF 1428.45 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PROPERTY CONTAINS 115.14 ACRES, MORE OR LESS, AND IS LYING AND BEING IN SECTIONS 28, 32, AND 33, TOWNSHIP 2 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA.

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SOUTH R/W

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EAST MILTON ROAD

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1. A SURVEY DOES NOT DETERMINE OWNERSHIP. A SURVEY DOES NOT DETERMINE OWNERSHIP. 2. THE BEARINGS SHOWN ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE - NAD 83-11, GRID BEARING OF NORTH 87°19'21" WEST ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 2 NORTH, RANGE 27 WEST, SANTA ROSACOUNTY, FLORIDA. 3. THE INFORMATION SHOWN HEREON IS BASED ON DEEDS OF RECORD AS RECORDED IN THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA; EXISTING FIELD MONUMENTATION; COPY OF BOUNDARY SURVEY BY SANTA ROSA COUNTY ENGINEERING, PROJECT #2006H-037-000, DATED 01-31-2007 AND PROJECT #2006H-014A & #2006H-014B, DATED 05-11-2006, COPY OF DRAWINGS BY OTHERS. 4. NO TITLE SEARCH, TITLE OPINION OR ABSTRACT WAS PERFORMED BY OR PROVIDED TO THE UNDERSIGNED SURVEYOR FOR THE SUBJECT PROPERTY. 5. THERE MAY BE DEEDS OF RECORD, UNRECORDED DEEDS, EASEMENTS, RIGHTS OF WAY, BUILDING SETBACKS, OR OTHER INSTRUMENTS WHICH COULD AFFECT THE SUBJECT PROPERTY. 6. THIS IS TO CERTIFY I HAVE CONSULTED THE AVAILABLE FEDERAL INSURANCE HAZARD MAP, MAP NUMBER 12113C0455 H DATED 11/19/2021 AND IT IS MY OPINION THAT THE ABOVE DESCRIBED PROPERTY IS IN FLORIDA ZONE "X" AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANGE FLOOD PLAN. 7. THE MEASUREMENTS AS SHOWN HEREON ARE BASED ON UNITED STATES SURVEY FOOT. 8. EXISTING 65 FOOT WIDE UTILITY EASEMENT AS SHOWN ON THIS SHEET IS BASED ON DRAWING BY SANTA ROSA COUNTY ENGINEERING DEPARTMENT, PROJECT #20011H-010-000, DATED 08-08-2011 AND EXISTING ABOVE GROUND IMPROVEMENTS. 9. THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988, FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION GPS NETWORK, 58-00-A56G, 4" X 4" CONCRETE MONUMENT WITH FDOT BRASS DISK, ELEVATION 137.91' 10. GRAPHIC SYMBOLISM FOR FEATURES SUCH AS MONUMENTATION MAY BE EXAGGERATED IN SIZE FOR CLARITY PURPOSES. 11. ALL PUBLIC DRAINAGE EASEMENTS ARE TO REMAIN FREE FROM OBSTRUCTIONS, INCLUDED BUT NOT LIMITED TO: FENCES, LANDSCAPING, AND STRUCTURES SO AS NOT TO OBSTRUCT THE FLOW OF WATER. 12. ALL LOT LINES ADJACENT TO RIGHT-OF-WAY ARCS ARE RADIAL, UNLESS OTHERWISE NOTED AS N.R. (NON-RADIAL). 13. SUBJECT TO RESTRICTIVE COVENANTS AS RECORDED IN OFFICIAL RECORDS BOOK 4364 AT PAGES 86-91 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA. SETBACK REQUIREMENTS: (ALL SETBACKS MUST RUN CONCURRENT WITH EASEMENTS) (ALL SETBACKS MUST RUN CONCURRENT WITH EASEMENTS) FRONT: 50 FEET SIDES: 5 FEET FROM ALL COMMON LOT LINES. NOTE - WHEN TWO OR MORE LOTS ARE COMBINED AS ONE SITE THEN THE INTERIOR COMMON LOT LINE SETBACKS BECOME NULL AND VOID. REAR: 25 FEET AND CORNER SIDE SETBACK: 50 FEET

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--- FOUND 3" ROUND CONCRETE MONUMENT

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--- FOUND 4" X 4" ST. REGIS CONCRETE MONUMENT

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--- SET 4" X 4" PRM LS #5903

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--- FOUND 1/2" CAPPED IRON ROD LB #7073

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--- POINT OF REVERSE CURVATURE

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--- POINT OF CURVATURE

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--- POINT OF TANGENCY

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--- POINT OF INTERSECTION

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--- PERMANENT CONTROL POINT

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--- PERMANENT REFERENCE MONUMENT

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--- BUILDING SETBACK LINE

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--- CENTERLINE

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--- PLAT BOOK

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--- PAGE

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--- OFFICIAL RECORDS

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--- DEED

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--- FIELD

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--- PLAT

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--- FOUND

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--- CALCULATED

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--- CONCRETE MONUMENT

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--- MORE OR LESS

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FND.

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PG.

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BSL

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PRM

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PCP

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PRC

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--- SET PCP NAIL & DISK SRCE-#5903

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--- FOUND 1/2" CAPPED IRON ROD LS #3454

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--- ELEVATION

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ELEV.

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CERTIFICATE OF APPROVAL OF CLERK OF CIRCUIT COURT

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CERTIFICATE OF SURVEYOR

AutoCAD SHX Text I HEREBY CERTIFY THAT THE PLAT HEREON IS A TRUE AND CORRECT REPRESENTATION OF THE LAND SURVEYED: THAT THE SURVEY WAS MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION: THAT THIS PLAT COMPLIES WITH ALL THE PROVISIONS OF THE FLORIDA PLAT ACT; CHAPTER 177, FLORIDA STATUTES, THAT ALL PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED AND THAT ALL PERMANENT CONTROL POINTS HAVE BEEN SET, AS REQUIRED BY SAID PLAT ACT AND AS REQUIRED BY THE LAND DEVELOPMENT CODE OF SANTA ROSA COUNTY, FLORIDA; AND THAT SAID LAND HAS BEEN SUBDIVIDED AS SHOWN. SIGNED THIS DAY OF ,2025. JAMES P. FRENCH, PROFESSIONAL SURVEYOR AND MAPPER (FLORIDA REGISTRATION NO. 5903) SANTA ROSA COUNTY ENGINEERING, 6051 OLD BAGDAD HIGHWAY, SUITE 300, MILTON, FLORIDA, 32583.

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%%USANTA ROSA COUNTY APPROVALS:

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REBECCA JONES, P.E.

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COUNTY ENGINEER

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JAMES P. FRENCH, PSM

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COUNTY SURVEYOR

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THOMAS V. DANNHEISSER

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COUNTY ATTORNEY

AutoCAD SHX Text I, JASON D. ENGLISH, CLERK OF THE CIRCUIT COURT OF SANTA ROSA COUNTY, FLORIDA, HEREBY CERTIFY THAT THE WITHIN PLAT COMPLIES WITH ALL THE PROVISIONS OF THE FLORIDA PLAT ACT, CHAPTER 177, SECTION 177.011-177.151, FLORIDA STATUTES, AS AMENDED FROM TIME TO TIME AND THE SAME WAS FILED FOR RECORDED ON THE DAY OF 2025, AND FILED IN PLAT BOOK , AT PAGE OF SAID COUNTY. JASON D. ENGLISH CLERK OF CIRCUIT COURT SANTA ROSA COUNTY, FLORIDA

AutoCAD SHX Text I, JASON D. ENGLISH, CLERK OF THE CIRCUIT COURT OF SANTA ROSA COUNTY, FLORIDA, HEREBY CERTIFY THAT THE WITHIN PLAT BEING PRESENTED TO THE BOARD OF COUNTY COMMISSIONERS OF SAID COUNTY AT THEIR MEETING HELD ON THE DAY OF 2025, WAS APPROVED FOR FILLING BY SAID BOARD, AND I, AS SAID CLERK OF THE CIRCUIT COURT, WAS INSTRUCTED TO SO CERTIFY HEREON. JASON D. ENGLISH CLERK OF CIRCUIT COURT SANTA ROSA COUNTY, FLORIDA

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CERTIFICATE OF APPROVAL OF COUNTY COMMISSIONERS:

AutoCAD SHX Text BEFORE THE SUBSCRIBED PERSONALLY APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE SUBSCRIBED PERSONALLY APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE SUBSCRIBED PERSONALLY APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED SUBSCRIBED PERSONALLY APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED SUBSCRIBED PERSONALLY APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED PERSONALLY APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED PERSONALLY APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED APPEARED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED KNOWN TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED INDIVIDUAL DESCRIBED IN AND WHO EXECUTED INDIVIDUAL DESCRIBED IN AND WHO EXECUTED DESCRIBED IN AND WHO EXECUTED DESCRIBED IN AND WHO EXECUTED IN AND WHO EXECUTED IN AND WHO EXECUTED AND WHO EXECUTED AND WHO EXECUTED WHO EXECUTED WHO EXECUTED EXECUTED EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGE TO ME THAT HE/SHE EXECUTED THE SAME FOR THE USES AND PURPOSES HEREIN SET FORTH, AND ( ) WHO IS PERSONALLY KNOWN TO ME OR ( ) WHO HAS PRODUCED AS IDENTIFICATION. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF ,2025. SIGNATURE PRINT NAME COMMISSION NO. MY COMMISSION EXPIRES NOTARY PUBLIC, STATE OF

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NOTARY PUBLIC:

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DEDICATION

AutoCAD SHX Text KNOW ALL MEN BY THESE PRESENTS THAT SANTA ROSA COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA, AS OWNER DOES HEREBY STATE AND DECLARE THAT THEY ARE THE FEE SIMPLE OWNERS OF THE LANDS REFERRED TO AS SANTA ROSA INDUSTRIAL PARK EAST, AS DESCRIBED IN THE LEGAL DESCRIPTION, WHICH IS PART OF THIS PLAT, AND DO HEREBY MAKE THE FOLLOWING DEDICATIONS: A. TO SANTA ROSA COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF FLORIDA, ITS SUCCESSORS AND ASSIGNS, ALL STREETS, ROADS, STORMWATER SYSTEMS AND EASEMENTS (INCLUDING STORMWATER DETENTION AREA - PARCEL "B"), FOR PURPOSES OF OWNERSHIP AND RESPONSIBILITY OF OPERATION AND MAINTENANCE. IN WITNESS WHEREOF, SANTA ROSA COUNTY, QUALIFIED TO DO BUSINESS IN THE STATE OF FLORIDA, HAS CAUSED THESE PRESENTS TO BE MADE AND SIGNED IN ITS NAME BY ITS AUTHORIZED AGENT. THIS DAY OF ,2025. WITNESS: AUTHORIZED AGENT PRINT NAME: PRINT NAME: WITNESS: PRINT NAME:

AutoCAD SHX Text NOTICE: This plat, as recorded in its graphic form, is the official depiction of the subdivided lands described herein and will in no circumstances be supplanted in authority by any other graphic or digital form of the plat. There may be additional restrictions that are not recorded on this plat that may be found in the public records of this county.”

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 65' WIDE UTILITY EASEMENT Refer To Surveyor's Note #8

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WEST LINE OF SW 1/4 OF SEC. 28...

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OVERALL DISTANCE OF THE WEST LINE OF SW 1/4 OF SEC. 28 ...

AutoCAD SHX Text S 02%%D33'04" W 2625.62' (D & F)

AutoCAD SHX Text SW COR. OF THE SW 1/4 OF SEC. 28, T.-2-N., R.-27-W., AND THE NE COR. OF SEC. 32, T.-2-N., R.-27-W., SANTA ROSA COUNTY, FLORIDA. FND. 4" X 4" ST. REGIS CM

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AutoCAD SHX Text 402.50'

AutoCAD SHX Text 246.49'

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AutoCAD SHX Text 241.96'

AutoCAD SHX Text 263.21'

AutoCAD SHX Text S 68°22'45" E

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SOUTH LINE OF SEC. 29...

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NORTH LINE OF SEC. 32...

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SOUTH LINE OF SW 1/4 SEC. 28... AND NORTH LINE OF SEC. 33...

AutoCAD SHX Text S 87°22'40" E

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AutoCAD SHX Text N 02°33'04" E 494.64' (D & F)

AutoCAD SHX Text S 02%%D36'58" W 667.79' (D & F)

AutoCAD SHX Text S 00°23'27" E 667.79' (D)

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WEST R/W LINE

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WEST R/W LINE

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AutoCAD SHX Text N 02%%D36'58" E 767.64' (D & F)

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EAST R/W LINE

AutoCAD SHX Text N 02°36'58" E 717.72'

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AutoCAD SHX Text S 87°27'50" E 865.78'

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AutoCAD SHX Text 323N270000001010000 FLORIDA POWER & LIGHT COMPANY PROPERTY TAX - PSX/JB 700 UNIVERSE BLVD. JUNO BEACH, FL 33408 PHYSICAL ADDRESS: 8486 RANDY BROWN ROAD O.R. BOOK 536 PAGES 689-691 LESS: O.R. 1457 PG. 154 & LESS: O.R. 1700 PG. 1196

AutoCAD SHX Text 322N270000001020000 WATER TOWER EAST MILTON WATER SYSTEMS, INC. 8175 S. AIRPORT RD. MILTON, FL 32583 O.R. BOOK 1457 PG. 154

AutoCAD SHX Text S 87°27'50" E (D) 284.0' (C) 284.04'

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EAST LINE OF SEC. 32... & WEST LINE OF SEC. 33...

AutoCAD SHX Text DEPARTMENT OF CORRECTIONS 322N270000001050000 STATE OF FLORIDA BOARD OF TRUSTEES OF IITF C/O FLORIDA DEPARTMENT 3900 COMMONWEALTH BLVD. MS 115 TALLAHASSEE, FLORIDA 32399 PHYSICAL ADDRESS: 6115 EAST MILTON ROAD O.R. BOOK 1724 PAGE 1080

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(D) N 89°31'45" E 2232.78'

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NORTH LINE OF O.R. BOOK 3252, PG. 1913 & SOUTH LINE OF DEPARTMENT OF CORRECTIONS

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EASTERLY R/W LINE

AutoCAD SHX Text FLORIDA POWER & LIGHT COMPANY EASEMENT (230' R/W) (AKA) GULF POWER COMPANY EASEMENT

AutoCAD SHX Text S 87°27'50" E100.00'

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EAST LINE OF O.R. BOOK 1457, PAGE 154

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CENTRAL ANGLE

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MARK

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LENGTH

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LENGTH

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CHORD BEARING

AutoCAD SHX Text S 73°25'40"E 28.00'

AutoCAD SHX Text

EASTERLY R/W LINE

AutoCAD SHX Text

WESTERLY R/W LINE

AutoCAD SHX Text PC OF CURVE, SET PRM - LS #5903 AT NW'LY CORNER OF O.R. BOOK 3252, PG. 1913. ALSO NE CORNER OF O.R. BOOK 1457 PAGE 154

AutoCAD SHX Text S 87°27'50" E 916.93'

AutoCAD SHX Text S 87°27'50" E 825.78'

AutoCAD SHX Text N 87°27'50" W 867.00'

AutoCAD SHX Text

POL

AutoCAD SHX Text N 87°27'50" W 865.78'

AutoCAD SHX Text N 87°27'50" W 500.00'

AutoCAD SHX Text 85.08'

AutoCAD SHX Text 78.82'

AutoCAD SHX Text S 19°28'52" W6.26'

AutoCAD SHX Text 65.00' N 40°42'20" E

AutoCAD SHX Text

TRANSITION ROAD

AutoCAD SHX Text 49.98'

AutoCAD SHX Text L1

AutoCAD SHX Text L2

AutoCAD SHX Text L3

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text C3

AutoCAD SHX Text

AutoCAD SHX Text S 87°27'50" E 215.36'

AutoCAD SHX Text L4

AutoCAD SHX Text L5

AutoCAD SHX Text 50'

AutoCAD SHX Text S 87°27'50" E 215.36'

AutoCAD SHX Text C4

AutoCAD SHX Text C7

AutoCAD SHX Text L7

AutoCAD SHX Text

MARK

AutoCAD SHX Text L1

AutoCAD SHX Text S 49°17'40" E

AutoCAD SHX Text

BEARING

AutoCAD SHX Text 71.95'

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text L2

AutoCAD SHX Text L3

AutoCAD SHX Text L4

AutoCAD SHX Text S 02°32'10" W

AutoCAD SHX Text 32.50'

AutoCAD SHX Text L5

AutoCAD SHX Text S 02°32'10" W

AutoCAD SHX Text 17.50'

AutoCAD SHX Text L6

AutoCAD SHX Text S 02°32'10" W

AutoCAD SHX Text 15.00'

AutoCAD SHX Text S 49°17'40" E

AutoCAD SHX Text 71.95'

AutoCAD SHX Text S 49°17'40" E

AutoCAD SHX Text 71.95'

AutoCAD SHX Text C5

AutoCAD SHX Text C6

AutoCAD SHX Text C7

AutoCAD SHX Text C8

AutoCAD SHX Text C9

AutoCAD SHX Text 435.00'

AutoCAD SHX Text 28°47'54"

AutoCAD SHX Text 218.64'

AutoCAD SHX Text 216.35'

AutoCAD SHX Text S 63°41'37" E

AutoCAD SHX Text 1039.78'

AutoCAD SHX Text 14°02'10"

AutoCAD SHX Text 254.72'

AutoCAD SHX Text 254.09'

AutoCAD SHX Text S 80°26'45" E

AutoCAD SHX Text 989.78'

AutoCAD SHX Text 14°02'10"

AutoCAD SHX Text 242.47'

AutoCAD SHX Text 241.87'

AutoCAD SHX Text 974.78'

AutoCAD SHX Text 14°02'10"

AutoCAD SHX Text 238.80'

AutoCAD SHX Text 238.20'

AutoCAD SHX Text 909.78'

AutoCAD SHX Text 14°02'10"

AutoCAD SHX Text 222.88'

AutoCAD SHX Text 222.32'

AutoCAD SHX Text 959.78'

AutoCAD SHX Text 14°02'10"

AutoCAD SHX Text 235.12'

AutoCAD SHX Text 234.54'

AutoCAD SHX Text 974.78'

AutoCAD SHX Text 14°02'10"

AutoCAD SHX Text 238.80'

AutoCAD SHX Text 238.20'

AutoCAD SHX Text

%%UKEY MAP

AutoCAD SHX Text Not To Scale

AutoCAD SHX Text Sheet 1

AutoCAD SHX Text Sheet 2

AutoCAD SHX Text 282N270000005000000 SANTA ROSA COUNTY SRC FINANCE DEPT. ATTN.: PROPERTY INVENTORY CLERK 6495 CAROLINE ST., SUITE B MILTON, FL 32570 O.R. BOOK 2608 PG. 262 LESS: O.R. 3527 PG. 1652 & O.R. 4131 PG. 770

AutoCAD SHX Text 332N270000005000000 SANTA ROSA COUNTY SRC FINANCE DEPT. ATTN.: PROPERTY INVENTORY CLERK 6495 CAROLINE ST., SUITE B MILTON, FL 32570 O.R. BOOK 1693 PG. 1116

AutoCAD SHX Text

66' INGRESS-EGREES

AutoCAD SHX Text

& UTILITY EASEMENT

AutoCAD SHX Text 332N270000005000000 SANTA ROSA COUNTY SRC FINANCE DEPT. ATTN.: PROPERTY INVENTORY CLERK 6495 CAROLINE ST., SUITE B MILTON, FL 32570 O.R. BOOK 1693 PG. 1116

AutoCAD SHX Text

--- SET 1/2" CAPPED IRON ROD SRC-LS #5903

AutoCAD SHX Text

--- RIGHT-OF-WAY

AutoCAD SHX Text R/W

AutoCAD SHX Text S 80°26'45" E

AutoCAD SHX Text

--- POINT ON LINE

AutoCAD SHX Text

POL

AutoCAD SHX Text

EAST LINE OF SEC. 32... & WEST LINE OF SEC. 33...

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

(REFER TO DETAIL 'B')

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SET PRM LS #5903

AutoCAD SHX Text 12.6'

AutoCAD SHX Text 10.5'

AutoCAD SHX Text

4.0' HIGH CHAINLINK FENCE

AutoCAD SHX Text R/W

AutoCAD SHX Text

4.0' HIGH CHAINLINK FENCE

AutoCAD SHX Text

SOUTH R/W LINE

AutoCAD SHX Text

NORTH R/W LINE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

DEPARTMENT OF CORRECTIONS

AutoCAD SHX Text

TRANSITION RD.

AutoCAD SHX Text

JUDICIAL BLVD.

AutoCAD SHX Text

EAST MILTON RD.

AutoCAD SHX Text

OPPORTUNITY DR.

AutoCAD SHX Text

RANDY BROWN ROAD

AutoCAD SHX Text

JEFF ATES ROAD

AutoCAD SHX Text

ROOSTER RUN DR.

AutoCAD SHX Text

SANTA ROSA COUNTY EAST MILTON RECREATIONAL PARK

AutoCAD SHX Text

EAST MILTON RD.

AutoCAD SHX Text

BOBBY BROWN RD.

AutoCAD SHX Text

INDUSTRIAL BLVD.

AutoCAD SHX Text

ARMSTRONG RD.

AutoCAD SHX Text

ARMSTRONG RD.

AutoCAD SHX Text

ARC

AutoCAD SHX Text

CHORD

AutoCAD SHX Text PARCEL 'A' STORMWATER DETENTION AREA PUBLIC DRAINAGE EASEMENT O.R. BOOK 4571 PAGES 23 THRU 29 CONTAINING 1.53 ACRES

AutoCAD SHX Text

BLACKWATER RIVER CORRECTIONAL INSTITUTION

AutoCAD SHX Text

STATE ROAD #10 / U.S. HWY. 90

AutoCAD SHX Text

STATE ROAD #10 / U.S. HWY. 90

AutoCAD SHX Text

FLORIDA GULF & ATLANTIC RAILROAD

AutoCAD SHX Text

AVIATION DRIVE

AutoCAD SHX Text

OLD STAGECOACH RD.

AutoCAD SHX Text

DEWEY ROAD

AutoCAD SHX Text

COOPERS

AutoCAD SHX Text

BASIN DR.

AutoCAD SHX Text Water

AutoCAD SHX Text

INSTITUTIONAL CT.

AutoCAD SHX Text

SANTA ROSA INDUSTRIAL PARK

AutoCAD SHX Text

STATE ROAD #87

AutoCAD SHX Text

EATON DR.

AutoCAD SHX Text

HOLLOW ROAD

AutoCAD SHX Text

PUNJOB ROAD

AutoCAD SHX Text

NEWCASTLE CT.

AutoCAD SHX Text

BILLY BOB LANE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

SIERRA ECHO

AutoCAD SHX Text

TRACI DRIVE

AutoCAD SHX Text

KIM DR.

AutoCAD SHX Text

JOHN

AutoCAD SHX Text

HAMM ROAD

AutoCAD SHX Text

KAREN DRIVE

AutoCAD SHX Text

COX ROAD

AutoCAD SHX Text

OAK FIELD

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

COMMUNITY

AutoCAD SHX Text

CIR.

AutoCAD SHX Text

GILLMAN

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

COMMUNITY

AutoCAD SHX Text

CIR.

AutoCAD SHX Text

SCARLET

AutoCAD SHX Text

LANE

AutoCAD SHX Text

CLAYRIDGE

AutoCAD SHX Text

LANE

AutoCAD SHX Text Plantation Woods

AutoCAD SHX Text

TARA CIRCLE

AutoCAD SHX Text

GRISTMILL WY.

AutoCAD SHX Text

LONGMONT WY.

AutoCAD SHX Text

TARRYTOWN RD.

AutoCAD SHX Text

BULEBELL ST.

AutoCAD SHX Text

PADDLE

AutoCAD SHX Text

TARA CIRCLE

AutoCAD SHX Text

WHEEL

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

FLORIDA GULF & ATLANTIC RAILROAD

AutoCAD SHX Text

RANDY BROWN ROAD

AutoCAD SHX Text L7

AutoCAD SHX Text S 73°25'40" E

AutoCAD SHX Text 28.00'

AutoCAD SHX Text L6

AutoCAD SHX Text

PETER PRINCE AIRFIELD

AutoCAD SHX Text

PROGRESS DRIVE

AutoCAD SHX Text

JUVENILE JUSTICE FACILITY

AutoCAD SHX Text

SHERIFF'S OFFICE & SRC JAIL

AutoCAD SHX Text

NOT INCLUDED

AutoCAD SHX Text

NOT INCLUDED

AutoCAD SHX Text

FLORIDA POWER & LIGHT COMPANY PROPERTY

AutoCAD SHX Text

NOT INCLUDED

AutoCAD SHX Text

--- SET 1/2" CAPPED ROD (RED CAP SRCE LS #5903)

AutoCAD SHX Text NOTE: IF A LOT, AND A PORTION OF ANOTHER LOT ARE SOLD AS ONE SITE, THEN THE 5 FOOT BUILDING SETBACK LINE (BSL) SHALL BE MEASURED FROM THE NEW COMMON LINE BETWEEN ADJACENT LOT (S).

AutoCAD SHX Text

--- NON-RADIAL

AutoCAD SHX Text N.R.

AutoCAD SHX Text

--- FOUND 1/2" CAPPED IRON ROD PSM #4511

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

AutoCAD SHX Text

AutoCAD SHX Text 400'

AutoCAD SHX Text 50'

AutoCAD SHX Text

--- RADIUS POINT

AutoCAD SHX Text

FLORIDA POWER & LIGHT CO. EASEMENT

AutoCAD SHX Text S 19°28'52" E

AutoCAD SHX Text 245.62'

AutoCAD SHX Text S 19°28'52" E

AutoCAD SHX Text 150.10'

AutoCAD SHX Text N 40°42'20" E

AutoCAD SHX Text 57.63'

AutoCAD SHX Text

NORTH R/W

AutoCAD SHX Text

(F) S 87°32'10" E 283.95'

AutoCAD SHX Text (D & F) S 87°27'50" E40.00'

AutoCAD SHX Text L8

AutoCAD SHX Text S 02°32'10" W

AutoCAD SHX Text 15.00'

AutoCAD SHX Text L8

AutoCAD SHX Text

R/W VARIES

AutoCAD SHX Text

65.0' R/W THIS AREA

AutoCAD SHX Text

NE CORNER OF O.R. BOOK 3252 PG. 1913

AutoCAD SHX Text

--- FOUND 4" X 4" CONCRETE MONUMENT LS #3961

AutoCAD SHX Text S 87°27'50" E 686.86'

AutoCAD SHX Text 50'

AutoCAD SHX Text 100.0'

AutoCAD SHX Text 35.00' S 02°32'10" W(D & F)

AutoCAD SHX Text

(REFER TO DETAIL 'A')

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

PARCEL 'A'

AutoCAD SHX Text S 87°27'50" E100.00'

AutoCAD SHX Text 95.00'

AutoCAD SHX Text S 87°27'50" E

AutoCAD SHX Text N 02°36'58" E 717.72'

AutoCAD SHX Text N 02%%D36'58" E 767.64'

AutoCAD SHX Text

EAST R/W LINE

AutoCAD SHX Text S 87°27'50" E866.91'

AutoCAD SHX Text

SOUTH R/W LINE

AutoCAD SHX Text

METAL PIPE ON ACTUAL CORNER

AutoCAD SHX Text 95.0'

AutoCAD SHX Text

NORTH R/W LINE

AutoCAD SHX Text

PI-PCP SET IN CONCRETE CURB.

AutoCAD SHX Text

NOT INCLUDED

AutoCAD SHX Text S 02%%D36'58" W

AutoCAD SHX Text

5.0' OFFSET

AutoCAD SHX Text

5.0' OFFSET

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

--- SET 4" X 4" PRM LS #5903 - O/S 5.0'

AutoCAD SHX Text S 87°27'50" E 1792.64' (D & F)Overall Distance

AutoCAD SHX Text 50.00'

AutoCAD SHX Text

SOUTH R/W LINE

AutoCAD SHX Text

SOUTH LINE OF O.R. BOOK 4571 PAGES 10 THRU 13

AutoCAD SHX Text FLOOD STATEMENT THIS IS TO CERTIFY I HAVE CONSULTED THE AVAILABLE FEDERAL INSURANCE HAZARD MAP, MAP NUMBER 12113C0340 H DATED 11/19/2021 AND IT IS MY OPINION THAT THE ABOVE DESCRIBED PROPERTY IS IN FLORIDA ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANGE FLOOD PLAN).

JimF Text Box 18th

JimF Text Box February

JimF PSM Seal

SHEET 2 OF 2

PLAT BOOK ______ PAGE ______

FINAL PLAT OF:

SANTA ROSA INDUSTRIAL PARK EAST

BEING A PORTION OF SECTIONS 28, 32 & 33,

TOWNSHIP 2 NORTH, RANGE 27 WEST,

SANTA ROSA COUNTY, FLORIDA

DATED: FEBRUARY 2025

CURVE TABLE

D U

C T

D R

' R /W

B L

RANDY BROWN ROAD (100' R/W) PUBLIC

MATCH LINE (REFER TO SHEET 1)

(100' R/W) PUBLIC

RANDY BROWN ROAD

DEVELOPER:

SANTA ROSA COUNTY

BOARD OF COUNTY

COMMISSIONERS

6495 CAROLINE STREET

SUITE M MILTON, FLORIDA 32583

PHONE: (850) 983-1877

OWNER:

SANTA ROSA COUNTY

SRC FINANCE DEPARTMENT

ATTN.: PROPERTY INVENTORY CLERK

6495 CAROLINE ST., SUITE B

MILTON, FLORIDA 32570

PROJECT SURVEYOR:

JAMES P. FRENCH, P.S.M.

COUNTY SURVEYOR

SANTA ROSA COUNTY ENGINEERING

6051 OLD BAGDAD HIGHWAY

SUITE 300 MILTON, FLORIDA 32583

PHONE: (850) 981-7100

DETAIL 'B'

C21

C/L C/L

C20

NOT INCLUDED

N O

NOT INCLUDED NOT INCLUDED

NOT INCLUDED

GPS #1

WETLAND DELINEATION LINES

N O

NOT

INCLUDED

NOT

INCLUDED

GPS #2

-O

F- W

W N)

-O

F- W

W N)

Drawn By: D.C.G. February 2025

PARCEL ID: 28-2N-27-0000-00500-0000

ZONED: M2, FLUM: INDUS

AutoCAD SHX Text

MARK

AutoCAD SHX Text C10

AutoCAD SHX Text 379.96'

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text 90°04'11"

AutoCAD SHX Text C12

AutoCAD SHX Text 166.00'

AutoCAD SHX Text

ARC

AutoCAD SHX Text

CHORD BEARING

AutoCAD SHX Text

CHORD

AutoCAD SHX Text 597.31'

AutoCAD SHX Text 60°03'17"

AutoCAD SHX Text 173.99'

AutoCAD SHX Text 537.68'

AutoCAD SHX Text 166.14'

AutoCAD SHX Text N 47°35'10" E

AutoCAD SHX Text C13

AutoCAD SHX Text 116.00'

AutoCAD SHX Text 60°03'17"

AutoCAD SHX Text 121.59'

AutoCAD SHX Text 116.10'

AutoCAD SHX Text N 62°35'36" E

AutoCAD SHX Text C14

AutoCAD SHX Text 216.00'

AutoCAD SHX Text 60°03'17"

AutoCAD SHX Text 226.40'

AutoCAD SHX Text 216.18'

AutoCAD SHX Text C15

AutoCAD SHX Text 166.00'

AutoCAD SHX Text 36°50'36"

AutoCAD SHX Text 106.74'

AutoCAD SHX Text 104.92'

AutoCAD SHX Text C16

AutoCAD SHX Text 166.00'

AutoCAD SHX Text 23°13'29"

AutoCAD SHX Text 67.29'

AutoCAD SHX Text 66.83'

AutoCAD SHX Text N 81°01'17" E

AutoCAD SHX Text C18

AutoCAD SHX Text 216.00'

AutoCAD SHX Text 28°31'32"

AutoCAD SHX Text 107.54'

AutoCAD SHX Text 106.43'

AutoCAD SHX Text N 46°49'45" E

AutoCAD SHX Text C19

AutoCAD SHX Text C17

AutoCAD SHX Text 116.00'

AutoCAD SHX Text 60°04'05"

AutoCAD SHX Text 121.61'

AutoCAD SHX Text 116.12'

AutoCAD SHX Text N 62°36'00" E

AutoCAD SHX Text C20

AutoCAD SHX Text 35.00'

AutoCAD SHX Text 59°14'29"

AutoCAD SHX Text 36.19'

AutoCAD SHX Text 34.60'

AutoCAD SHX Text N 31°28'15" E

AutoCAD SHX Text C21

AutoCAD SHX Text C22

AutoCAD SHX Text

282N270000004090000 VOGT LORIANNE TRUSTEE O.R. 3061 PG. 1502 O.R. 3208 PG. 1537

AutoCAD SHX Text 1 inch = feet

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

AutoCAD SHX Text

AutoCAD SHX Text 400'

AutoCAD SHX Text 50'

AutoCAD SHX Text POC AT THE NE COR. OF THE SW 1/4 AT THE NE COR. OF THE SW 1/4 OF SECTION 28, T.-2-N., R.-27-W., SANTA ROSA COUNTY, FLORIDA. FND. 1/2" CAPPED ROD #3454 N: 608859.9062 E: 1196601.9040

AutoCAD SHX Text

OVERALL DISTANCE OF THE NORTH LINE OF SW 1/4 OF SEC. 28 ...

AutoCAD SHX Text EXISTING BORROW PIT 282N270000004100000 JEFF ATES IV 6400 JEFF ATES ROAD MILTON, FL 32583 O.R. 2759 PG. 1095 LESS: O.R. 2764 PG. 615

AutoCAD SHX Text SUBJECT TO THE EASTERLY 50 FEET FOR INGRESS-EGRESS & UTILITY EASEMENT, O.R. 2764 PG. 615

AutoCAD SHX Text Containing 10.0 Acres +/-

AutoCAD SHX Text

NORTH R/W LINE

AutoCAD SHX Text S 88°23'18" E 913.50' (D & F)

AutoCAD SHX Text S 87°21'57"E 1406.44'

AutoCAD SHX Text N 87°19'21" W (F)54.92' (F) 54.81' (C)

AutoCAD SHX Text N 87°19'21" W 491.60'

AutoCAD SHX Text S 01°51'01" W 1328.81'

AutoCAD SHX Text N 01°51'01" E 1328.44'

AutoCAD SHX Text S 87°21'57" E 491.60'

AutoCAD SHX Text N 01°51'01" E 1295.01'

AutoCAD SHX Text S 87°21'57" E 891.39'

AutoCAD SHX Text S 87°21'57" E 314.16'

AutoCAD SHX Text

C20 (REFER TO DETAIL 'B')(REFER TO DETAIL 'B')

AutoCAD SHX Text

SOUTH R/W LINE

AutoCAD SHX Text

R/W LINE

AutoCAD SHX Text N 32°33'58"E 235.18'

AutoCAD SHX Text N 01%%D51'01" E 1428.45' (D & F)

AutoCAD SHX Text

EAST LINE OF SW 1/4 OF SEC. 28...

AutoCAD SHX Text

NORTH LINE OF SW 1/4 OF SEC. 28...

AutoCAD SHX Text

WEST LINE OF SW 1/4 OF SEC. 28... & EAST LINE OF DEPARTMENT OF CORRECTIONS

AutoCAD SHX Text N 87°19'21" W 1096.84' (N.R.)

AutoCAD SHX Text C21

AutoCAD SHX Text

AutoCAD SHX Text N 01°51'01" E 394.53'

AutoCAD SHX Text 30'

AutoCAD SHX Text S 01°51'01" W 602.81'

AutoCAD SHX Text N 87°21'57" W 300.00'

AutoCAD SHX Text S 01°51'01" W 726.00'

AutoCAD SHX Text S 87°21'57" E 300.00'

AutoCAD SHX Text S 01°51'01" W 726.00'

AutoCAD SHX Text N 32°33'58"E 235.18'

AutoCAD SHX Text

PARCEL 'B' PUBLIC STORMWATER DETENTION AREA

AutoCAD SHX Text

LOT 5

AutoCAD SHX Text S 87°22'45" E 803.86'

AutoCAD SHX Text N 02%%D33'04" E 411.10'

AutoCAD SHX Text POB AT INTERSECTION OF NORTH AT INTERSECTION OF NORTH LINE OF SW 1/4 OF SEC. 28 AND WEST R/W OF JEFF ATES ROAD, SET PRM - LS #5903

AutoCAD SHX Text NW COR. OF THE SW 1/4 OF SECTION 28, T.-1-N., R.-27-W., SANTA ROSA COUNTY, FLORIDA. FND. 3" ROUND CM N: 608983.8741 E: 1193951.0480

AutoCAD SHX Text N 01°51'01" E 414.21' (D & F)

AutoCAD SHX Text C17

AutoCAD SHX Text C16

AutoCAD SHX Text C15

AutoCAD SHX Text C18

AutoCAD SHX Text C19

AutoCAD SHX Text

AutoCAD SHX Text Containing 10.0 Acres +/-

AutoCAD SHX Text

LOT 6

AutoCAD SHX Text Containing 10.0 Acres +/-

AutoCAD SHX Text

LOT 7

AutoCAD SHX Text Containing 12.98 Acres +/-

AutoCAD SHX Text

LOT 8

AutoCAD SHX Text Containing 10.41 Acres +/-

AutoCAD SHX Text N 50°59'17" E

AutoCAD SHX Text N 62°35'36" E

AutoCAD SHX Text S 87°22'45" E 373.37'

AutoCAD SHX Text S 87°22'45" E 373.37'(D & F)

AutoCAD SHX Text

AutoCAD SHX Text N 01°51'01" E 705.25'

AutoCAD SHX Text

AutoCAD SHX Text R= 100.0'

AutoCAD SHX Text 99.57'

AutoCAD SHX Text N 88°08'59" W30.00'

AutoCAD SHX Text S 87°21'57" E198.00'

AutoCAD SHX Text N 01°51'01" E 417.74'

AutoCAD SHX Text S 87°22'45" E 586.67'(D & F)

AutoCAD SHX Text S 88°23'18" E 715.52'

AutoCAD SHX Text 197.98'

AutoCAD SHX Text S 02°33'04" W 29.34'(D & F)

AutoCAD SHX Text S 02°37'15" W 31.12'(D & F)

AutoCAD SHX Text

NORTH R/W LINE

AutoCAD SHX Text C13

AutoCAD SHX Text C12

AutoCAD SHX Text C14

AutoCAD SHX Text 282N270000005010000, FABBRO MARINE GROUP, INC. 5905 JEFF ATES ROAD, MILTON, FL 32583 O.R. BOOK 3527 PG. 1652

AutoCAD SHX Text

AutoCAD SHX Text (D & F) S 87°21'57" E 317.74'

AutoCAD SHX Text 50.00'

AutoCAD SHX Text 50.01'

AutoCAD SHX Text N 87%%D19'21" W 2598.94' (D & F)

AutoCAD SHX Text

OVERALL DISTANCE OF THE WEST LINE OF SW 1/4 OF SEC. 28 ...

AutoCAD SHX Text S 02%%D33'04" W 2625.62' (D & F)

AutoCAD SHX Text N 02%%D33'04" E 394.49'

AutoCAD SHX Text N 02%%D33'04" E 392.76'

AutoCAD SHX Text N 02%%D33'04" E 502.27'

AutoCAD SHX Text

AutoCAD SHX Text S 02%%D37'16" W

AutoCAD SHX Text

PRC

AutoCAD SHX Text S 87%%D21'57" E 314.16'

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NORTH R/W LINE

AutoCAD SHX Text

NW COR. OF O.R. BOOK 3527 PAGE 1652

AutoCAD SHX Text

NORTH LINE OF O.R. BOOK 3527 PAGE 1652

AutoCAD SHX Text

SW COR. OF O.R. BOOK 4131 PAGE 770

AutoCAD SHX Text

NW COR. OF O.R. BOOK 4131 PAGE 770

AutoCAD SHX Text

NE COR. OF O.R. BOOK 4131 PAGE 770, ON WEST R/W JEFF ATES RD.

AutoCAD SHX Text

NORTH LINE OF O.R. BOOK 4131 PG. 770

AutoCAD SHX Text

WEST LINE OF O.R. BOOK 4131 PG. 770

AutoCAD SHX Text

WEST LINE OF O.R. BOOK 3527 PG. 1652

AutoCAD SHX Text

EXTENSION OF THE WEST LINE OF O.R. BOOK 3527 PAGE 1652

AutoCAD SHX Text 50.0'

AutoCAD SHX Text C22

AutoCAD SHX Text C23

AutoCAD SHX Text 35.00'

AutoCAD SHX Text 74°58'26"

AutoCAD SHX Text 45.80'

AutoCAD SHX Text 42.60'

AutoCAD SHX Text S 35°38'13" E

AutoCAD SHX Text 100.00'

AutoCAD SHX Text 164°58'26"

AutoCAD SHX Text 287.93'

AutoCAD SHX Text 198.28'

AutoCAD SHX Text S 09°21'48" W

AutoCAD SHX Text

CENTRAL ANGLE

AutoCAD SHX Text N 87°21'57" W 1101.86'

AutoCAD SHX Text N 87°21'57" W 1106.68'

AutoCAD SHX Text N 87°21'57" W 1111.49'

AutoCAD SHX Text 179.92' N 01°51'01" E

AutoCAD SHX Text N 01°51'01" E 392.80'

AutoCAD SHX Text 133.55' N 01°51'01" E

AutoCAD SHX Text DEPARTMENT OF CORRECTIONS 292N270000001020000 STATE OF FLORIDA BOARD OF TRUSTEES OF IITF C/O FLORIDA DEPARTMENT 3900 COMMONWEALTH BLVD. MS 115 TALLAHASSEE, FLORIDA 32399 PHYSICAL ADDRESS: 6115 EAST MILTON ROAD O.R. BOOK 1724 PAGE 1080

AutoCAD SHX Text 282N270000005020000 SPECIALIZED PROPERTIES DEVELOPMENT, INC. 2791 GEMSTONE CIRCLE PACE, FL 32571 O.R. BOOK 4131 PG. 770

AutoCAD SHX Text 216.00'

AutoCAD SHX Text 00°24'40"

AutoCAD SHX Text 35.00'

AutoCAD SHX Text 1.55'

AutoCAD SHX Text 89°37'38"

AutoCAD SHX Text 54.75'

AutoCAD SHX Text 1.55'

AutoCAD SHX Text 49.34'

AutoCAD SHX Text N 87°35'40" W

AutoCAD SHX Text N 42°57'48" W

AutoCAD SHX Text 30.0'

AutoCAD SHX Text N 01°51'01" E 628.44'

AutoCAD SHX Text N 01°51'01" E 700.00'

AutoCAD SHX Text

30' PUBLIC DRAINAGE EASEMENT

AutoCAD SHX Text

50' PUBLIC DRAINAGE EASEMENT

AutoCAD SHX Text N 87°19'21" W 1297.41'

AutoCAD SHX Text N 87°19'21" W 1301.53'

AutoCAD SHX Text

SET PRM - LS #5903 N: 608921.8905 E: 1195276.4695

AutoCAD SHX Text S 87°21'57"E 715.00'

AutoCAD SHX Text S 87°21'57"E 691.44'

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RANDY BROWN ROAD (100' R/W) PUBLIC

AutoCAD SHX Text N 01°51'01" E 588.20'

AutoCAD SHX Text Containing 19.0 Acres +/-

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LOT 4

AutoCAD SHX Text Containing 5.0 Acres +/-

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LOT 2

AutoCAD SHX Text Containing 15.0 Acres +/-

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LOT 1

AutoCAD SHX Text Containing 1.89 Acres +/-

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LOT 9

AutoCAD SHX Text C11

AutoCAD SHX Text 329.96'

AutoCAD SHX Text 90°04'11"

AutoCAD SHX Text 518.70'

AutoCAD SHX Text 466.92'

AutoCAD SHX Text N 47°35'10" E

AutoCAD SHX Text 805.81'

AutoCAD SHX Text N 02°33'04" E (D)

AutoCAD SHX Text 317.71' (D) S 88°23'18" E (D)

AutoCAD SHX Text N 87°21'57" W (D)317.74' (D)

AutoCAD SHX Text N 01°51'01" E 408.54' (D)

AutoCAD SHX Text S 01°51'01" W 414.21' (D)

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WEST R/W LINE

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AutoCAD SHX Text EXISTING WETLANDS DELINEATION AREA AS LOCATED BY VOLKERT ON 12-09-2021 CONTAINING 0.51 ACRES MORE OR LESS.

AutoCAD SHX Text N 02%%D33'04" E 330.49'

AutoCAD SHX Text 369.70'

AutoCAD SHX Text C10

AutoCAD SHX Text 4.1'

AutoCAD SHX Text 57.8'

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MARK

AutoCAD SHX Text L1

AutoCAD SHX Text S 84°02'17" E

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BEARING

AutoCAD SHX Text 33.14'

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AutoCAD SHX Text L2

AutoCAD SHX Text S 54°51'33" E

AutoCAD SHX Text 15.36'

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AutoCAD SHX Text S 32°01'44" E

AutoCAD SHX Text 23.18'

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AutoCAD SHX Text S 21°30'19" E

AutoCAD SHX Text 29.49'

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AutoCAD SHX Text S 07°56'31" E

AutoCAD SHX Text 23.14'

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AutoCAD SHX Text S 00°41'07" E

AutoCAD SHX Text 35.20'

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AutoCAD SHX Text S 07°58'28" W

AutoCAD SHX Text 23.73'

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AutoCAD SHX Text S 17°25'25" E

AutoCAD SHX Text 30.66'

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AutoCAD SHX Text S 30°12'27" W

AutoCAD SHX Text 61.69'

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AutoCAD SHX Text S 02°23'12" W

AutoCAD SHX Text 25.12'

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%%UKEY MAP

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25' BSL

AutoCAD SHX Text 100.00'

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SET PRM - LS #5903 N: 607654.2700 E: 1193891.8100

AutoCAD SHX Text N 87°19'21" W 950.50'

AutoCAD SHX Text 144.69'

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AutoCAD SHX Text 3.2'

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AutoCAD SHX Text N 36°42'55" E

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AutoCAD SHX Text 56.56'

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AutoCAD SHX Text S 70°14'39" E

AutoCAD SHX Text 25.89'

AutoCAD SHX Text S 18°19'31" W

AutoCAD SHX Text 26.61'

AutoCAD SHX Text S 43°30'02" W

AutoCAD SHX Text 34.92'

AutoCAD SHX Text S 56°25'22" W

AutoCAD SHX Text 45.01'

AutoCAD SHX Text S 40°33'03" W

AutoCAD SHX Text 26.53'

AutoCAD SHX Text N 79°18'27" W

AutoCAD SHX Text 17.38'

AutoCAD SHX Text S 44°58'11" W

AutoCAD SHX Text 18.66'

AutoCAD SHX Text N 02°22'40" E

AutoCAD SHX Text 317.94'

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AutoCAD SHX Text 132.57'

AutoCAD SHX Text 55.9'

AutoCAD SHX Text S 87°19'21" E 2653.75' (F)

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SECTION 29 ...

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AutoCAD SHX Text Containing 5.0 Acres +/-

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LOT 3

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50' BSL

AutoCAD SHX Text N 87°21'57" W 300.00'

AutoCAD SHX Text S 87°21'57" E 300.00'

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AutoCAD SHX Text S 01°51'01" W 726.00'

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	2025-02-18T12:15:40-0600
James P French

File details come from the government source that posted it. Updated Jun 27, 2025.