24-0213_5-30-25_CLIENT_REQUEST_(3).pdf

L1 L2

L3

L4 L5 L6 L7

L8 L9

L10 L11

L1227.3±'

17.5±'

N

2°

'1 8"

E

3.

N 02°03'25" E 328.42'

N 02°00'13" E 328.96'

N 02°00'22" E 658.43'

N 01°53'21" E 32.61'

N 87°44'53" W 296.45'

.6 7'

CHOCTAWATCHEE BAY

LOT 5

18.0465 ACRES ± LOT 6

17.9786 ACRES ± LOT 7

18.0767 ACRES ± LOT 8

17.7037 ACRES ± LOT 9

17.7042 ACRES ±

N

1°

'4 5"

E

5.

N 87°45'06" W 295.42'

N 87°44'27" W 887.92'

N

1°

'0 6"

E

.8

8' N

1°

'0

9" E

.0 7'

N

1°

'0 2"

E

.9

3'

81.13' N 88°53'23" E

100.09'S 77°46'53" E 93.69'

N 80°57'50" E 92.53'

N 88°10'41" E 77.66'S 68°27'51" E

82.95'S 78°12'11" E

S 40°29'40" E 34.16'

N 75°27'22" E 63.22'

N 39°47'43" E 33.59'

S 77°52'21" E 16.22'

S 45°59'50" E 38.03'

S 84°31'55" E 47.10'

S 88°04'30" E 55.97'

N 80°06'51" E 63.90'

S 85°20'34" E 68.34'

S 68°06'45" E 57.75'

TOTAL OVERALL:

89.5097 ACRES ±

S 77°50'00" E 55.61'

S 88°55'01" E 70.10'

S 70°52'22" E 57.36'

N 79°25'15" E 51.00'

S17°53'05"E 0.59'

S03°10'32"E 3.64'

N28°03'31"W 2.83'

VICINITY MAP NTS

GRAPHIC SCALE

N

N

SHEET TITLE:

OF

SHEET NUMBER:

PLS GROUP, INC. COPYRIGHT 2023, ALL RIGHTS RESERVED

SURVEY END DATE:

DRAWING SCALE:

DRAWING END DATE:

PLS

SURVEYING, MAPPING AND SOLUTIONS

GROUP, INC.

N

E

S

W

1" = 150'

RETRACEMENT SURVEY

04/01/24

05/21/24

ALDERBERRY ROAD

BARRETT BROOKS

PROJECT NO:

DRAWN BY:

CHECKED BY:

LMW

24-0213

CER

NO. DATEREVISIONS

LEGEND

PROPERTY LINE (THIS SURVEY)

CENTERLINE

FEET / MINUTES

INCHES / SECONDS

APPROXIMATE ADJOINING PROPERTY LINES

RIGHT OF WAY LINE

CALCULATED POINT NOT SET

AS MEASURED THIS SURVEY

CONCRETE MONUMENT (SIZE AS SHOWN)

FOUND IRON PIN

TYPE AND SIZE AS SHOWN

N 16°39'36" E

CONCRETE

ASPHALT PAVING

CLEANOUT

WATER VALVE

FIRE HYDRANT

EASEMENT

WETLANDS

SET PROPERTY CORNER

1/2" REBAR WITH CAP

STAMPED PLS LB#8096

BOLLARD

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

FOUND PK NAIL

FLOOD ZONE LINE

EDGE OF WATER

WETLANDS

RECORD INFORMATION,

DEED OR OTHER

LIMIT OF MODERATE WAVE ACTION (LiMWA)

SANTA ROSA BEACH

WALTON COUNTY, FLORIDA

SITE

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CONSERVATION EASEMENT

AutoCAD SHX Text 10 FOOT RIGHT OF WAY EASEMENT TO CHOCTAWHATCHEE ELECTRIC COOPERATIVE, INC. 5 FOOT EACH SIDE OF AN EXISTING UNDERGROUND POWER LINE PER OR BK 2659, 2574

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COLUMN

AutoCAD SHX Text A PERPETUAL NON-EXCLUSIVE 33' WIDE EASEMENT PER AQUA TITLE SERVICES OWNERSHIP AND ENCUMBRANCE REPORT DATED APRIL 3. 2024 AND A FILE REFERENCE #19-0234

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EAGLE BAY LANE

AutoCAD SHX Text 10 FOOT RIGHT OF WAY EASEMENT TO CHELCO, INC. BEING 5 FOOT EACH SIDE OF AN EXISTING UNDERGROUND POWER LINE PER OR BK 2661, 4140

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APPROXIMATE MEAN HIGH WATER LINE AT TIME OF SURVEY

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GATE

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LOT 34

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LOT 33

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LOT 32

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LOT 31

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LOT 30

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LOT 29

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EAGLE BAY LANDING PB 18, PG 28

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N/F BRIZO SUBDIVISION PB 26, PG 89

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N/F FINNO-CELTIC LAND LLC OR BK 3215, PG 3140

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N/F COCHRAN OR BK 1185, PG 220

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LINE TABLE

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LINE

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BEARING

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DISTANCE

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AutoCAD SHX Text N 78°53'11" E

AutoCAD SHX Text 32.38'

AutoCAD SHX Text L2

AutoCAD SHX Text N 86°31'52" E

AutoCAD SHX Text 12.10'

AutoCAD SHX Text L3

AutoCAD SHX Text S 50°22'16" E

AutoCAD SHX Text 12.83'

AutoCAD SHX Text L4

AutoCAD SHX Text S 53°13'30" E

AutoCAD SHX Text 20.26'

AutoCAD SHX Text L5

AutoCAD SHX Text S 87°27'00" E

AutoCAD SHX Text 62.26'

AutoCAD SHX Text L6

AutoCAD SHX Text S 89°09'09" E

AutoCAD SHX Text 44.35'

AutoCAD SHX Text L7

AutoCAD SHX Text N 85°35'44" E

AutoCAD SHX Text 72.53'

AutoCAD SHX Text L8

AutoCAD SHX Text S 09°28'35" W

AutoCAD SHX Text 12.01'

AutoCAD SHX Text L9

AutoCAD SHX Text S 56°05'49" E

AutoCAD SHX Text 33.33'

AutoCAD SHX Text L10

AutoCAD SHX Text S 78°50'23" E

AutoCAD SHX Text 8.86'

AutoCAD SHX Text L11

AutoCAD SHX Text S 45°29'37" E

AutoCAD SHX Text 14.28'

AutoCAD SHX Text L12

AutoCAD SHX Text N 85°28'59" E

AutoCAD SHX Text 5.54'

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INLET

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INLET

AutoCAD SHX Text SUBJECT TO TERMS & CONDITIONS OF PERPETUAL EASEMENT RECORDED IN OR BK 2164, PG 437.

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FND 4"X4" C.M. STAMPED 3724, WITNESS

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FND 1/2" REBAR W/CAP (6932)

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FND 4"X4" C.M. 3.68' S AND 0.23' E FROM CORNER

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FND 5/8" REBAR CAP, ILLEGIBLE 0.55' S AND 0.23' E FROM CORNER

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FND 4"X4" C.M. STAMPED (5106)

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FND PK NAIL STAMPED (LB#8096)

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FND PK NAIL STAMPED (LB#8096)

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FND PK NAIL STAMPED (LB#8096)

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FND PK NAIL STAMPED PCP (3724)

AutoCAD SHX Text SW CORNER OF THE NW 1/4 OF THE SE 1/4 OF SEC. 20, T-2-S, R-20-W FND PK NAIL STAMPED PRM (3724)

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FND 1/2" REBAR (NO CAP)

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ALDERBERRY RD

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FND PK NAIL

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SEE DETAIL "A"

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SEE DETAIL "B"

AutoCAD SHX Text 33' PRIVATE RIGHT OF WAY PER PLAT OF EAGLE BAY LANDING PB 1, PG 8. ALSO PART OF THE PERPETUAL EASEMENT RECORDED IN OR BK 2164, PG 437.

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CO

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SD

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FND 3" C.T.

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FND 1/2" REBAR CAP STAMPED PLS CA#1067-LS

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FND 1/2" REBAR

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FND 1/2" REBAR

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DETAIL "A"

AutoCAD SHX Text 4"x4" CM

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RLS# 4150

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5/8" RBR

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STAMPED LB#5800

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BANNERMAN

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LB# 5106

AutoCAD SHX Text N.T.S.

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DETAIL "B"

AutoCAD SHX Text N.T.S.

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FND 1/2" RBR

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STAMPED #6932

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CA-1067-LS

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LSF#1260

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LB#8096

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OFFICE: 334-403-4204

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TROY, AL 36079

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4417 COUNTY ROAD 2214

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FAX: 334-460-9851

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OFFICE: 334-403-4204

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PANAMA CITY BEACH, FL 32413

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17799 PANAMA CITY BEACH PARKWAY

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OFFICE: 334-661-4030

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DOTHAN, AL 36305

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179 HONEYSUCKLE ROAD SUITE 5

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OFFICE: 251-937-1434

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STAPLETON, AL 36578

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34565 U.S. HIGHWAY 31, SUITE C

AutoCAD SHX Text NOTES: 1. IMPROVEMENTS HAVE BEEN LOCATED AS SHOWN, UNDERGROUND UTILITIES HAVEN'T BEEN VERIFIED IMPROVEMENTS HAVE BEEN LOCATED AS SHOWN, UNDERGROUND UTILITIES HAVEN'T BEEN VERIFIED AND MAY DIFFER FROM THE INFORMATION SHOWN HEREON. BEFORE DIGGING CALL SUNSHINE 811 LINE AND MAY DIFFER FROM THE INFORMATION SHOWN HEREON. BEFORE DIGGING CALL SUNSHINE 811 LINE LOCATORS. 2. THIS SURVEY, PLAT OR DRAWING WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH, AND WAS THIS SURVEY, PLAT OR DRAWING WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH, AND WAS SOLELY BASED ON THE INFORMATION OBTAINED FROM PUBLIC RECORDS AND/OR PROVIDED TO THE SURVEYOR. DEED REFERENCE MADE TO OFFICIAL RECORD BOOK 3108, PAGE 1206 AND PLAT BOOK 1, PAGE 8. 3. BEARINGS SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE COORDINATES (NORTH ZONE) AS DERIVED BEARINGS SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE COORDINATES (NORTH ZONE) AS DERIVED FROM A GEODETIC SOLUTION USING RTK GPS AND OPUS SOLUTIONS. ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. 4. THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY WHERE THE PROPERTY IS LOCATED. 5. LIABILITY TO THE SURVEYOR SHALL NOT EXCEED THE AMOUNT PAID FOR THIS SURVEY. LIABILITY TO THE SURVEYOR SHALL NOT EXCEED THE AMOUNT PAID FOR THIS SURVEY. 6. THIS SURVEY MAP OR REPORT OR THE COPIES OF THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THIS SURVEY MAP OR REPORT OR THE COPIES OF THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, OR ELECTRONICALLY SIGNED PER 5J-17.062 OF THE FLORIDA ADMINISTRATIVE CODE. 7. THE USE OF THIS BOUNDARY SURVEY IN CONJUNCTION WITH AN "OWNERS AFFIDAVIT" OR ANY OTHER THE USE OF THIS BOUNDARY SURVEY IN CONJUNCTION WITH AN "OWNERS AFFIDAVIT" OR ANY OTHER INSTRUMENT WHICH IS DESIGNED TO TRANSFER TITLE WITHOUT A CURRENT SURVEY IS NOT PERMITTED OR SUPPORTED BY THIS SURVEYOR, AND WILL INVALIDATE THIS SURVEY. AND WILL INVALIDATE THIS SURVEY. . 8. THIS DRAWING IS INTENDED TO BE PRINTED ON 22X34. IF PRINTED IN A DIFFERENT SIZE THE SCALE WILL THIS DRAWING IS INTENDED TO BE PRINTED ON 22X34. IF PRINTED IN A DIFFERENT SIZE THE SCALE WILL BE INACCURATE. 9. ACCORDING TO THE FLOOD INSURANCE RATE MAP PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT ACCORDING TO THE FLOOD INSURANCE RATE MAP PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FOR WALTON COUNTY, FLORIDA, MAP NUMBER 12131C0544H, EFFECTIVE DATE 12-30-2020. THIS SITE LIES WITHIN ZONE X AND DEFINES AS "0.2% ANNUAL CHANCE FLOOD HAZARD, AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LASS THAN ONE FOOT OR WITH DRAINAGE AREAS OF LESS THAN ONE SQUARE MILE" AND "AREA OF MINIMAL FLOOD HAZARD". THIS SITE ALSO LIES WITHIN ZONE A AND DEFINES AS "WITHOUT BASE FLOOD ELEVATION (BFE)". THIS SITE ALSO LIES WITHIN ZONE AE AND ZONE VE AND DEFINES AS "WITH BFE OR DEPTH".

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AutoCAD SHX Text (N00%%D00'00"E)

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CO

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SD

AutoCAD SHX Text LEGEND OF ABBREVIATIONS C.M. - CONCRETE MONUMENT - CONCRETE MONUMENT O.T. - OPEN TOP PIPE - OPEN TOP PIPE C.T. - CRIMP TOP PIPE - CRIMP TOP PIPE R/W - RIGHT OF WAY - RIGHT OF WAY N/F - NOW OR FORMERLY - NOW OR FORMERLY PL - PROPERTY LINE - PROPERTY LINE OR BK - OFFICIAL RECORD BOOK - OFFICIAL RECORD BOOK DB - DEED BOOK - DEED BOOK PB - PLAT BOOK - PLAT BOOK PG - PAGE - PAGE SS - SANITARY SEWER - SANITARY SEWER SSMH - SANITARY SEWER MANHOLE - SANITARY SEWER MANHOLE SD - STORM DRAIN - STORM DRAIN X 0.00 - EXISTING SPOT ELEVATION - EXISTING SPOT ELEVATION F.F.E. - FINISHED FLOOR - FINISHED FLOOR P.O.C. - POINT OF COMMENCEMENT - POINT OF COMMENCEMENT P.O.B. - POINT OF BEGINNING - POINT OF BEGINNING CP - CONTROL POINT - CONTROL POINT TBM - TEMPORARY BENCHMARK - TEMPORARY BENCHMARK RCP - REINFORCED CONCRETE PIPE - REINFORCED CONCRETE PIPE CMP - CORRUGATED METAL PIPE - CORRUGATED METAL PIPE CPP - CORRUGATED PLASTIC PIPE - CORRUGATED PLASTIC PIPE DIP - DUCTILE IRON PIPE - DUCTILE IRON PIPE CONC. - CONCRETE - CONCRETE HDPE - HIGH-DENSITY POLYETHYLENE PIPE - HIGH-DENSITY POLYETHYLENE PIPE N - NORTH - NORTH S - SOUTH - SOUTH E - EAST - EAST W - WEST - WEST OHP - OVERHEAD POWER - OVERHEAD POWER A.K.B. - ALSO KNOWN AS - ALSO KNOWN AS RAD - RADIUS - RADIUS ARC - ARC LENGTH - ARC LENGTH TAN - TANGENT - TANGENT CB - CHORD BEARING - CHORD BEARING CD - CHORD DISTANCE - CHORD DISTANCE MBL - MINIMUM BUILDING LINE - MINIMUM BUILDING LINE [123] - STREET ADDRESS - STREET ADDRESS P.R.M. - PERMANENT REFERENCE MONUMENTS - PERMANENT REFERENCE MONUMENTS P.C.P. - PERMANENT CONTROL POINTS - PERMANENT CONTROL POINTS FND - FOUND - FOUND BASIS - ROTATION REFERENCE THIS SURVEY - ROTATION REFERENCE THIS SURVEY PID# - PARCEL IDENTIFICATION NUMBER - PARCEL IDENTIFICATION NUMBER INV. - INVERT - INVERT EL. - ELEVATION - ELEVATION ETAL - AND OTHERS- AND OTHERS

AutoCAD SHX Text LEGAL DESCRIPTION LOTS 5, 6, 7, 8, & 9, OF A SUBDIVISION OF GOVERNMENT LOTS 3 AND 4, ALSO REFERRED TO AS GOVERNMENT LOTS 4 AND 5, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 8, OF THE PUBLIC RECORDS OF WALTON COUNTY, FLORIDA.

AutoCAD SHX Text STATE OF: FLORIDA COUNTY OF: WALTON THE SURVEY SHOWN HEREON WAS PREPARED FOR BARRETT BROOKS IN BARRETT BROOKS IN IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR PROFESSIONAL SURVEYORS AND MAPPERS AS SET DEFINED IN CHAPTER 5J-17.051 OF THE FLORIDA ADMINISTRATIVE CODE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.008 AND SECTION 472.027 OF THE FLORIDA STATUES AND TO BE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. ACCORDING TO MY SURVEY THIS THE 17TH DAY OF JUNE, 2025 17TH DAY OF JUNE, 2025 DAY OF JUNE, 2025 JUNE, 2025 , 2025 __________________________ CORY E. RUSHING, FLORIDA LS 6532