Boundary_Survey_25H-021_8616_Baxter_Road_SS.pdf

SCALE: 1" = 40' DRAWN BY: D.C.G. DRAWING DATE: 07-25-2025

PAGE (S): 24-26CHECKED BY: J.P.F.PROJECT: # 2025H-021-000

REVISIONS:

BOUNDARY SURVEY & IMPROVEMENTS

FIELD DATE: 07-24-2025

FIELD BOOK: 139

6051 OLD BAGDAD HIGHWAY, SUITE 300

SANTA ROSA COUNTY SURVEYING

MILTON, FL 32583 PH: 850-981-7100

8616 BAXTER ROAD, MILTON, FLORIDA 32583

REVISIONS:

LYING & BEING IN SECTION 16, T.-1-N., R.-27-W., SANTA ROSA COUNTY, FL

PREPARED BY:

I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON MEETS THE

STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF

LAND SURVEYORS, PURSUANT TO SECTION 5J-17, FLORIDA STATUTES.

JAMES P. FRENCH, COUNTY SURVEYOR

PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NO. 5903

UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED

PROFESSIONAL SURVEYOR AND MAPPER NAMED ABOVE, THIS DRAWING, SKETCH, PLAT OR MAP

IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.

NO. 5903

STATE OF

CERT CA

E

F L OR I DA

R E

G

ISTERED SURVEYOR &

M

JAME P. FRENCH

S

IFI T

APP

E

R

Owner: DAVID P. STOKES JR. Parcel Number: 16-1N-27-0000-00129-0000

THE SIGNATURE & SEAL APPEARING

ON THIS DRAWING WAS AUTHORIZED

BY JAMES P. FRENCH, PSM No. 5903

ON JULY 30, 2025

SHEET 1 of 1

NORTH

- UTILITY POLE

- OVERHEAD UTILITY

- LINE NOT TO SCALE

- WATER METER

- EXISTING SPOT ELEVATION

- GUY ANCHOR

LEGEND

BAXTER ROAD

HICKORY HAMMOCK ROAD / C.R. 184

C

AR

L

BO

O

KE

R

R O

AD

- DEED

- CALCULATED

- FIELD

- CAPPED IRON ROD

- TEMPORARY BENCHMARK

- OFFICIAL RECORDS BOOK

- POINT OF COMMENCEMENT

- POINT OF BEGINNING

- LICENSED BUSINESS

- LICENSED SURVEYOR

- FINISH FLOOR ELEVATION

- WATER METER

- POWER METER

- MORE OR LESS

- BUILDING

(F)

ABBREVIATIONS

CIR

TBM

O.R.B.

POC

POB

LB

(D) (C)

FFE

WM

PM

BLDG.

- SET NAIL & DISC LS #5903

- FOUND 4" x 4" CONCRETE MONUMENT (NO IDENTIFICATION)

- FOUND 4" x 4" CONCRETE MONUMENT LS #2819

- FOUND 1" CAPPED PIPE LB #5170

- FOUND 1/2" CAPPED IRON ROD LB #6550

- FOUND 1-1/2" IRON PIPE (NO IDENTIFICATION)

- FOUND 1/2" IRON ROD (NO IDENTIFICATION)

LS

AutoCAD SHX Text DESCRIPTION: (O.R. BOOK 4433 PAGE 1263) ALL THAT CERTAIN LAND, SITUATE IN THE COUNTY OF SANTA ROSA, STATE OF FLORIDA, WIT: A PARCEL OF LAND IN THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 1 NORTH, RANGE 27 WEST, DESCRIBED AS FOLLOWS: BEGIN AT A POINT 1190 FEET SOUTH AND 225 FEET EAST OF A POINT WHERE THE WEST LINE OF SECTION 16 CROSSES THE SOUTH RIGHT-OF-WAY OF STATE ROAD 184, THENCE CONTINUE EAST ALONG THE NORTH RIGHT-OF-WAY OF A COUNTY ROAD 203 FEET, THENCE NORTH 435 FEET, THENCE WEST 203 FEET, THENCE SOUTH 435 FEET TO POINT OF BEGINNING. CONTAINING TWO ACRES, MORE OR LESS. LESS & EXCEPT THE FOLLOWING DESCRIPTION: DESCRIPTION: (O.R. BOOK 2619 PAGE 692) A PARCEL OF LAND IN THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 1 NORTH, RANGE 27 WEST, SANTA ROSA COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: BEGIN AT A POINT 1190.00 FEET SOUTH AND 358.00 FEET EAST OF A POINT WHERE THE WEST LINE OF SECTION 16 CROSSES THE SOUTH RIGHT OF WAY LINE OF STATE ROAD 184, SAID POINT LYING ON THE NORTH RIGHT OF WAY LINE OF BAXTER ROAD (RIGHT OF WAY UNDETERMINED); THENCE CONTINUE EAST ALONG SAID NORTH RIGHT OF WAY LINE FOR A DISTANCE OF 70.00 FEET; THENCE NORTH WITH A DEFLECTION ANGLE TO THE LEFT OF 90 DEGREES 00 MINUTES 00 SECONDS FOR A DISTANCE OF 435.00 FEET; THENCE WEST WITH A DEFLECTION ANGLE OF 90 DEGREES 00 MINUTES 00 SECONDS TO THE LEFT FOR A DISTANCE OF 203.00 FEET; THENCE SOUTH WITH A DEFLECTION ANGLE OF 90 DEGREES 00 MINUTES 00 SECONDS TO THE LEFT FOR A DISTANCE OF 107.48 FEET; THENCE EAST WITH A DEFLECTION ANGLE OF 90 DEGREES 00 MINUTES 00 SECONDS TO THE LEFT OF 133.00 FEET; THENCE SOUTH WITH A DEFLECTION ANGLE OF 90 DEGREES 00 MINUTES 00 SECONDS TO THE RIGHT FOR A DISTANCE OF 327.52 FEET TO THE POINT OF BEGINNING. THE DESCRIBED PARCEL LIES IN SECTION 16, SANTA ROSA COUNTY, FLORIDA.

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AutoCAD SHX Text SURVEYOR'S NOTES: 1. ALL DISTANCES SHOWN HEREON ARE PER UNITED STATES SURVEY FOOT. 2. BEARINGS SHOWN WITH (F) ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE - NAD 83/2011, REFERENCE BEARING OF SOUTH 02°34'48" WEST FOR THE WEST LINE OFSECTION 16, T.-1-N., R.-27-W., SANTA ROSA COUNTY, FLORIDA. 3. THE INFORMATION SHOWN HEREON IS BASED ON COPY OF COUNTY MAPS, FIELD WORK AND EXISTING FIELD AND SECTIONAL MONUMENTATION, COPY OF DEED DESCRIPTION AS RECORDED IN OFFICIAL RECORDS BOOK 4433 PAGE 1263 AND OFFICIAL RECORDS BOOK 2619, PAGE 692 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY; 4. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS FIELD LOCATED, EXCEPT AS SHOWN OR NOTED. 5. THE SURVEY DATA SHOWN HEREON WAS COLLECTED UNDER THE RESPONSIBLE CHARGE OF JAMES P. FRENCH, PSM, COUNTY SURVEYOR. 6. ENCROACHMENTS ARE AS SHOWN HEREON, IF ANY. 7. GRAPHIC SYMBOLISM FOR FEATURES SUCH AS MONUMENTION, UTILITY POLES AND WATER METER MAY BE EXAGGERATED IN SIZE FOR CLARITY PURPOSES. 8. A BOUNDARY SURVEY DOES NOT DETERMINE OWNERSHIP. 9. ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). POLK BG0804 HAVING A PUBLISHED ELEVATION OF 143.19'

AutoCAD SHX Text 1 inch = feet

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GRAPHIC SCALE

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AutoCAD SHX Text 20'

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AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

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NW CORNER OF SECTION 16, T.-1-N., R.-27-W., SANTA ROSA COUNTY

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WEST LINE OF SECTION 16, T.-1-N., R.-27-W., PER FIELD MONUMENTATION

AutoCAD SHX Text S 02°34'48" W 5284.12' (F)

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(REFERENCE BEARING)

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"NOT INCLUDED"

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"NOT INCLUDED" LESS & EXCEPT O.R.B. 2619 PG. 692

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"NOT INCLUDED"

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"NOT INCLUDED"

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"NOT INCLUDED"

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"NOT INCLUDED" LESS & EXCEPT O.R.B. 2619 PG. 692

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POB LESS & EXCEPT O.R.B. 2619 PG. 692

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EAST 203' (D) S 87°23'59" E 203.06' (F)

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NORTH 435' (D) N 02°40'13" E 434.94' (F)

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WEST 203' (D) N 87°22'12" W 202.98' (F)

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SOUTH 435' (D) S 02°40'48" W 435.04' (F)

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EAST 70' (D) S 87°23'59" E 70.04' (F)

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NORTH 435' (D)

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WEST 203' (D)

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SOUTH 107.48' (D) S 02°40'48" W 107.49' (F)

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EAST 133' (D) S 87°22'18" E 133.00' (F)

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SOUTH 327.52' (D) S 02°39'37" W 327.48' (F)

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SOUTH 327.52' (C) S 02°40'48" W 327.55' (F)

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EAST 133' (C) S 87°23'59" E 133.02' (F)

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PARTIALLY WOODED 1.00 ACRES +/-

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EXISTING ASPHALT ROAD

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SOUTH R/W LINE

AutoCAD SHX Text INTERSECTION OF SOUTH R/W LINE HICKORY HAMMOCK RD./ C.R. 184 WITH WEST LINE OF SECTION 16, T.-1-N., R.-27-W.

AutoCAD SHX Text S 87°57'33" E 639.77' (F)

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SW CORNER OF SECTION 16, T.-1-N., R.-27-W., SANTA ROSA COUNTY

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SOUTH 1190' (D) S 02°34'48" W 1190.02' (C)

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EAST 225' (D) S 87°23'59" E 221.15' (C)

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NORTH R/W LINE

AutoCAD SHX Text S 02°34'48" W 1463.28' (C)

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POB O.R.B. 4433 PG. 1263

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8' WIDE DIRT DRIVE

AutoCAD SHX Text 23.5'

AutoCAD SHX Text 45.23' (F)

AutoCAD SHX Text 62.26' (F)

AutoCAD SHX Text 137.49' (F)

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ONE-STORY WOOD RESIDENCE FFE= 56.08'

AutoCAD SHX Text 0.23'

AutoCAD SHX Text 5.76'

AutoCAD SHX Text 5.94'

AutoCAD SHX Text 0.16'

AutoCAD SHX Text 2.94'

AutoCAD SHX Text 89°55'41"(F)

AutoCAD SHX Text 90°00'00"(D)

AutoCAD SHX Text 90°02'25"(F)

AutoCAD SHX Text 90°00'00"(D)

AutoCAD SHX Text 89°57'00"(F)

AutoCAD SHX Text 90°00'00"(D)

AutoCAD SHX Text 90°03'06"(F)

AutoCAD SHX Text 90°00'00"(D)

AutoCAD SHX Text 90°01'55"(F)

AutoCAD SHX Text 90°00'00"(D)

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METAL BLDG.

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 4.0'

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PM

AutoCAD SHX Text 17.0'

AutoCAD SHX Text 39.8'

AutoCAD SHX Text 40.4'

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 8.1'

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ENCLOSED WOOD ADDITION

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4.0' HIGH CHAIN-LINK FENCE

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AutoCAD SHX Text 5.2'

AutoCAD SHX Text 22.0'

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METAL RAMP

AutoCAD SHX Text 40.2'

AutoCAD SHX Text 40.5'

AutoCAD SHX Text 25.0'

AutoCAD SHX Text 24.7'

AutoCAD SHX Text 16.2'

AutoCAD SHX Text 10.3'

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WM

AutoCAD SHX Text 20.2'

AutoCAD SHX Text 69.5'

AutoCAD SHX Text 70.6'

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COVERED SCREEN PORCH

AutoCAD SHX Text TBM 'A' SET NAIL & DISC IN ASPHALT 18.0' SOUTH OF SW PROPERTY CORNER ELEVATION= 52.93'

AutoCAD SHX Text TBM 'B' SET NAIL & DISC IN ASPHALT 16.6' SOUTH AND 1.6' WEST OF SE PROPERTY CORNER ELEVATION= 53.21'

AutoCAD SHX Text + 52.3

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EAST 358' (D) S 87°23'59" E 354.17' (C)