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THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
FOR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR FRANKLIN COUNTY, IS FOR INFORMATION PURPOSES ONLY.
THE DEPARTMENT OF ENVIRONMENTAL PROTECTION SHALL NOT BE HELD LIABLE FOR
ANY USE THEREOF. FACTUAL INFORMATION MUST BE OBTAINED FROM THE RECORD
PLAT RECORDED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT FOR THIS
COUNTY.
INSTRUMENT #200919002337
OR BOOK 988 PAGE 133
RECORDED 5/18/2009 IN "CCCL BOOK, PAGES
20 THROUGH 38", IN THE PUBLIC RECORDS OF
FRANKLIN COUNTY, FLORIDA.
METES AND BOUNDS DESCRIPTION
FOR THE
COASTAL CONSTRUCTION CONTROL LINE
FRANKLIN COUNTY, FLORIDA
DESCRIPTION OF THE COASTAL CONSTRUCTION CONTROL LINE (CCCL) IS
ESTABLISHED IN COMPLIANCE WITH SECTION 161.053 OF THE FLORIDA STATUTES.
SAID CONTROL LINE LYING ALONG THE GULF OF MEXICO COAST FROM
THE POINT OF INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHEASTERLY
BANK OF WEST PASS ON LITTLE SAINT GEORGE ISLAND AND CONTINUING EASTERLY TO THE
MEAN HIGH WATER LINE OF THE SOUTHWEST BANK OF SAINT GEORGE CHANNEL (BOB SIKES PASS),
SAID POINT BEING THE POINT OF TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE
FOR LITTLE SAINT GEORGE ISLAND. RECOMMENCING AT THE NORTHEASTERN MEAN HIGH WATER LINE
OF SAINT GEORGE ISLAND CHANNEL (BOB SIKES PASS) ON SAINT GEORGE ISLAND AND CONTINUING
EASTERLY TO THE MEAN HIGH WATER LINE OF THE SOUTH BANK OF SAINT GEORGE SOUND, SAID
POINT BEING THE NORTHEASTERN TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR
SAINT GEORGE ISLAND. RECOMMENCING AT THE POINT OF INTERSECTION OF THE MEAN HIGH WATER
LINE OF THE SOUTHEASTERLY BANK OF EAST PASS ON DOG ISLAND AND CONTINUING EASTERLY TO
THE POINT OF INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTH BANK OF SAINT
GEORGE SOUND, SAID POINT BEING THE NORTHEASTERN TERMINUS OF THE COASTAL CONSTRUCTION
CONTROL LINE FOR DOG ISLAND. RECOMMENCING AT THE POINT OF INTERSECTION WITH THE MEAN HIGH
WATER LINE OF SOUTH BANK OF ALLIGATOR HARBOUR AT PENINSULA POINT AND CONTINUING
EASTERLY TO THE POINT OF INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHERLY
BANK OF OCHLOCKONEE BAY AT BALD POINT, SAID POINT BEING THE NORTHEASTERLY TERMINUS OF
THE COASTAL CONSTRUCTION CONTROL LINE FOR ALLIGATOR POINT, FRANKLIN COUNTY.
SAID COASTAL CONSTRUCTION CONTROL LINE IS RELATED TO A SERIES OF
"PERMANENT REFERENCE MONUMENTS" (P.R.M.) DESIGNATED AND HEREINAFTER
REFERRED TO AS "49-80-A01, 49-80-A07, 49-80-A10, 49-80-A12 49-80-A15",
"49-80-B01, 49-80-B02, 49-80-B05, 49-80-B06, 49-80-B08 THROUGH 49-80-
B11, 49-80-B14 THROUGH 49-80-B16, 49-80-B19 THROUGH 49-80-B21, 49-80-B25,
49-80-B27, 49-80-B29 THROUGH 49-80-B34", "49-80-C01, 49-80-C10, 49-80-C13,
49-80-C16," AND "49-80-D03, 49-08-D06-2 THROUGH 49-80-D08, 49-80-D10 THROUGH
49-80-D13, 49-80-D15, 49-80-D16, AND 49-80-D18 THROUGH 49-80-D21".
FOR MONUMENTS ESTABLISHED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION,
STATE OF FLORIDA, OR REFERRED TO BY STATION NAME FOR MONUMENTS ESTABLISHED
BY NATIONAL GEODETIC SURVEY (N.G.S.). SAID PERMANENT REFERENCE MONUMENTS
ARE ESTABLISHED ON THE NORTH ZONE OF THE STATE OF FLORIDA STATE PLANE COORDINATE
SYSTEM. ALL STATIONS IN THIS DESCRIPTION ARE BASED ON NORTH AMERICAN DATUM 1983
WITH REFERENCE MADE TO THE N.G.S. REF FRAME: NAD_83(CORS96)(EPOCH:2002.0000),
AND ARE IN U.S. SURVEY FOOT.
THE BEARING BASE FOR THIS DESCRIPTION IS GRID NORTH, DETERMINED BY GLOBAL
POSITIONING SYSTEM (G.P.S.) OBSERVATIONS MADE AT ALL PERMANENT REFERENCE
MONUMENTS (P.R.M.).
METES AND BOUNDS DESCRIPTION FOR
THE COASTAL CONSTRUCTION CONTROL LINE
FOR LITTLE SAINT GEORGE ISLAND
FRANKLIN COUNTY, FLORIDA
NOTE: NO CHANGES HAVE BEEN MADE TO THE PHYSICAL LOCATION OF THE
1984 REVISED COASTAL CONSTRUCTION CONTROL LINE DESCRIPTION
FOR LITTLE SAINT GEORGE ISLAND.
THIS REVISED COASTAL CONSTRUCTION CONTROL LINE DESCRIPTION
FOR LITTLE SAINT GEORGE ISLAND PROVIDES NORTH AMERICAN DATUM
1983, FLORIDA NORTH ZONE, COORDINATES AND BEARINGS ONLY.
COMMENCE AT P.R.M. 49-80-A01, THENCE S 23 DEG. 00 MIN. 49 SEC. E A DISTANCE
OF 210.53 FEET TO THE POINT OF BEGINNING; THENCE N 33 DEG. 12 MIN. 31 SEC. W
TO THE POINT OF INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHEASTERLY
BANK OF WEST PASS, SAID POINT BEING THE NORTHWESTERN TERMINUS OF THE COASTAL
CONSTRUCTION CONTROL LINE FOR LITTLE SAINT GEORGE ISLAND; THENCE RETURN ALONG THE
SAME COURSE TO THE POINT OF BEGINNING, SAID POINT BEING S 23 DEG. 00 MIN. 49 SEC. E
A DISTANCE OF 210.53 FEET FROM P.R.M. 49-80-A01.
THENCE S 33 DEG. 12 MIN. 31 SEC. E A DISTANCE OF 910.38 FEET TO A POINT;
THENCE S 44 DEG. 08 MIN. 15 SEC. E A DISTANCE OF 1013.00 FEET TO A POINT;
THENCE S 59 DEG. 58 MIN. 49 SEC. E A DISTANCE OF 925.85 FEET TO A POINT;
THENCE S 61 DEG. 26 MIN. 40 SEC. E A DISTANCE OF 1087.16 FEET TO A POINT;
THENCE S 61 DEG. 08 MIN. 19 SEC. E A DISTANCE OF 952.32 FEET TO A POINT;
THENCE S 55 DEG. 55 MIN. 39 SEC. E A DISTANCE OF 1065.67 FEET TO A POINT;
THENCE S 57 DEG. 08 MIN. 50 SEC. E A DISTANCE OF 1037.35 FEET TO A POINT;
THENCE S 53 DEG. 17 MIN. 58 SEC. E A DISTANCE OF 934.81 FEET TO A POINT;
THENCE S 52 DEG. 27 MIN. 15 SEC. E A DISTANCE OF 1038.11 FEET TO A POINT;
THENCE S 51 DEG. 29 MIN. 58 SEC. E A DISTANCE OF 1084.67 FEET TO A POINT;
THENCE S 48 DEG. 34 MIN. 18 SEC. E A DISTANCE OF 982.78 FEET TO A POINT;
THENCE S 50 DEG. 12 MIN. 15 SEC. E A DISTANCE OF 964.71 FEET TO A POINT;
THENCE S 45 DEG. 15 MIN. 22 SEC. E A DISTANCE OF 1105.33 FEET TO A POINT;
THENCE S 41 DEG. 29 MIN. 25 SEC. E A DISTANCE OF 990.47 FEET TO A POINT;
THENCE S 42 DEG. 56 MIN. 07 SEC. E A DISTANCE OF 1013.82 FEET TO A POINT;
THENCE S 39 DEG. 43 MIN. 28 SEC. E A DISTANCE OF 975.60 FEET TO A POINT;
THENCE S 42 DEG. 44 MIN. 13 SEC. E A DISTANCE OF 1008.70 FEET TO A POINT;
SAID POINT BEING S 01 DEG. 03 MIN. 38 SEC. E A DISTANCE OF 434.98 FEET
FROM P.R.M. 49-80-A07.
THENCE S 42 DEG. 40 MIN. 55 SEC. E A DISTANCE OF 1025.87 FEET TO A POINT;
THENCE S 42 DEG. 58 MIN. 21 SEC. E A DISTANCE OF 1145.81 FEET TO A POINT;
THENCE S 29 DEG. 29 MIN. 53 SEC. E A DISTANCE OF 682.33 FEET TO A POINT;
THENCE S 56 DEG. 21 MIN. 17 SEC. E A DISTANCE OF 458.39 FEET TO A POINT;
THENCE N 76 DEG. 56 MIN. 40 SEC. E A DISTANCE OF 978.57 FEET TO A POINT;
THENCE N 73 DEG. 51 MIN. 31 SEC. E A DISTANCE OF 964.75 FEET TO A POINT;
THENCE N 74 DEG. 24 MIN. 14 SEC. E A DISTANCE OF 987.24 FEET TO A POINT;
SAID POINT BEING N 52 DEG. 31 MIN. 14 SEC. W A DISTANCE OF 282.70 FEET
FROM P.R.M. 49-80-A10.
THENCE N 73 DEG. 27 MIN. 29 SEC. E A DISTANCE OF 1040.30 FEET TO A POINT;
THENCE N 73 DEG. 27 MIN. 51 SEC. E A DISTANCE OF 1012.75 FEET TO A POINT;
THENCE N 73 DEG. 27 MIN. 54 SEC. E A DISTANCE OF 1043.41 FEET TO A POINT;
THENCE N 69 DEG. 33 MIN. 27 SEC. E A DISTANCE OF 1001.60 FEET TO A POINT;
THENCE N 68 DEG. 41 MIN. 18 SEC. E A DISTANCE OF 1025.00 FEET TO A POINT;
THENCE N 72 DEG. 27 MIN. 01 SEC. E A DISTANCE OF 1024.12 FEET TO A POINT;
SAID POINT BEING N 42 DEG. 51 MIN. 17 SEC. W A DISTANCE OF 242.10 FEET
FROM P.R.M. 49-80-A12.
THENCE N 72 DEG. 27 MIN. 18 SEC. E A DISTANCE OF 998.59 FEET TO A POINT;
THENCE N 73 DEG. 11 MIN. 56 SEC. E A DISTANCE OF 998.81 FEET TO A POINT;
THENCE N 71 DEG. 27 MIN. 12 SEC. E A DISTANCE OF 1063.33 FEET TO A POINT;
THENCE N 72 DEG. 26 MIN. 08 SEC. E A DISTANCE OF 992.98 FEET TO A POINT;
THENCE N 70 DEG. 29 MIN. 33 SEC. E A DISTANCE OF 982.29 FEET TO A POINT;
THENCE N 70 DEG. 49 MIN. 04 SEC. E A DISTANCE OF 1071.50 FEET TO A POINT;
THENCE N 77 DEG. 06 MIN. 24 SEC. E A DISTANCE OF 849.14 FEET TO A POINT;
THENCE N 69 DEG. 17 MIN. 54 SEC. E A DISTANCE OF 1149.70 FEET TO A POINT;
THENCE N 70 DEG. 10 MIN. 46 SEC. E A DISTANCE OF 957.64 FEET TO A POINT;
THENCE N 70 DEG. 59 MIN. 43 SEC. E A DISTANCE OF 973.19 FEET TO A POINT;
SAID POINT BEING N 23 DEG. 59 MIN. 41 SEC. W A DISTANCE OF 141.93 FEET
FROM P.R.M. 49-80-A15.
THENCE N 70 DEG. 42 MIN. 33 SEC. E A DISTANCE OF 1096.25 FEET TO A POINT;
THENCE N 68 DEG. 39 MIN. 59 SEC. E A DISTANCE OF 1008.98 FEET TO A POINT;
THENCE N 69 DEG. 00 MIN. 57 SEC. E A DISTANCE OF 1009.50 FEET TO A POINT;
THENCE N 76 DEG. 09 MIN. 15 SEC. E A DISTANCE OF 1008.42 FEET TO A POINT;
THENCE N 69 DEG. 19 MIN. 14 SEC. E A DISTANCE OF 1021.64 FEET TO A POINT;
THENCE N 68 DEG. 51 MIN. 56 SEC. E A DISTANCE OF 1021.34 FEET TO A POINT;
THENCE N 66 DEG. 52 MIN. 28 SEC. E A DISTANCE OF 1030.18 FEET TO A POINT;
THENCE N 65 DEG. 49 MIN. 39 SEC. E A DISTANCE OF 994.34 FEET TO A POINT;
THENCE N 67 DEG. 02 MIN. 21 SEC. E A DISTANCE OF 1029.80 FEET TO A POINT;
THENCE N 64 DEG. 51 MIN. 33 SEC. E A DISTANCE OF 770.08 FEET TO A POINT;
SAID POINT BEING S 81 DEG. 27 MIN. 45 SEC. W A DISTANCE OF 1312.33 FEET
FROM P.R.M. 49-80-B01.
THENCE N 64 DEG. 51 MIN. 33 SEC. E TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE SOUTHWESTERN BANK OF SAINT GEORGE ISLAND CHANNEL (BOB
SIKES PASS), SAID POINT BEING THE NORTHEASTERN TERMINUS OF THE COASTAL CONSTRUCTION
CONTROL LINE FOR LITTLE SAINT GEORGE ISLAND; THENCE RETURN ALONG THE SAME COURSE TO
A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT BEING S 81 DEG. 27 MIN.
45 SEC. W A DISTANCE OF 1312.33 FEET FROM P.R.M. 49-80-B01.
METES AND BOUNDS DESCRIPTION FOR THE
COASTAL CONSTRUCTION CONTROL LINE
FOR SAINT GEORGE ISLAND
FRANKLIN COUNTY, FLORIDA
NOTE: NO CHANGES HAVE BEEN MADE TO THE PHYSICAL LOCATION OF THE
1984 REVISED COASTAL CONSTRUCTION CONTROL LINE DESCRIPTION
FOR SAINT GEORGE ISLAND.
THIS REVISED COASTAL CONSTRUCTION CONTROL LINE DESCRIPTION
FOR SAINT GEORGE ISLAND PROVIDES NORTH AMERICAN DATUM
1983, FLORIDA NORTH ZONE, COORDINATES AND BEARINGS ONLY.
RECOMMENCE AT P.R.M. 49-80-B01; THENCE N 43 DEG. 22 MIN. 19 SEC. W A DISTANCE
OF 179.31 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE; THENCE
S 61 DEG. 50 MIN. 23 SEC. W TO THE POINT OF INTERSECTION WITH THE MEAN HIGH
WATER LINE OF THE NORTHEASTERLY BANK OF SAINT GEORGE ISLAND CHANNEL (BOB SIKES
PASS), SAID POINT BEING THE NORTHWESTERN TERMINUS OF THE COASTAL CONSTRUCTION CONTROL
LINE ON SAINT GEORGE ISLAND; THENCE RETURN ALONG THE SAME COURSE TO A POINT ON
THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT BEING N 43 DEG. 22 MIN. 19 SEC. W
A DISTANCE OF 179.31 FEET FROM P.R.M. 49-80-B01.
THENCE N 61 DEG. 50 MIN. 22 SEC. E A DISTANCE OF 1076.99 FEET TO A POINT;
THENCE N 61 DEG. 58 MIN. 37 SEC. E A DISTANCE OF 1095.43 FEET TO A POINT;
THENCE N 62 DEG. 00 MIN. 23 SEC. E A DISTANCE OF 1113.25 FEET TO A POINT;
SAID POINT BEING N 69 DEG. 34 MIN. 10 SEC. W A DISTANCE OF 346.38 FEET
FROM P.R.M. 49-80-B02.
THENCE N 64 DEG. 07 MIN. 32 SEC. E A DISTANCE OF 1115.31 FEET TO A POINT;
THENCE N 62 DEG. 54 MIN. 47 SEC. E A DISTANCE OF 1077.71 FEET TO A POINT;
THENCE N 61 DEG. 20 MIN. 09 SEC. E A DISTANCE OF 1101.50 FEET TO A POINT;
THENCE N 58 DEG. 55 MIN. 44 SEC. E A DISTANCE OF 1162.25 FEET TO A POINT;
THENCE N 59 DEG. 18 MIN. 59 SEC. E A DISTANCE OF 1061.62 FEET TO A POINT;
THENCE N 57 DEG. 21 MIN. 56 SEC. E A DISTANCE OF 1061.00 FEET TO A POINT;
THENCE N 57 DEG. 25 MIN. 07 SEC. E A DISTANCE OF 1151.75 FEET TO A POINT;
THENCE N 59 DEG. 00 MIN. 27 SEC. E A DISTANCE OF 1045.80 FEET TO A POINT;
THENCE N 59 DEG. 45 MIN. 51 SEC. E A DISTANCE OF 1133.73 FEET TO A POINT;
THENCE N 58 DEG. 32 MIN. 06 SEC. E A DISTANCE OF 1347.66 FEET TO A POINT;
THENCE N 57 DEG. 38 MIN. 55 SEC. E A DISTANCE OF 850.52 FEET TO A POINT;
THENCE N 58 DEG. 50 MIN. 31 SEC. E A DISTANCE OF 1138.78 FEET TO A POINT;
SAID POINT BEING S 88 DEG. 26 MIN. 32 SEC. W A DISTANCE OF 62.57 FEET
FROM P.R.M. 49-80-B05.
THENCE N 59 DEG. 12 MIN. 56 SEC. E A DISTANCE OF 1105.68 FEET TO A POINT;
SAID POINT BEING N 34 DEG. 10 MIN. 25 SEC. W A DISTANCE OF 110.50 FEET
FROM P.R.M. 49-80-B06.
THENCE N 56 DEG. 15 MIN. 45 SEC. E A DISTANCE OF 1042.11 FEET TO A POINT;
THENCE N 56 DEG. 30 MIN. 32 SEC. E A DISTANCE OF 1149.32 FEET TO A POINT;
THENCE N 58 DEG. 16 MIN. 02 SEC. E A DISTANCE OF 1120.50 FEET TO A POINT;
THENCE N 58 DEG. 16 MIN. 08 SEC. E A DISTANCE OF 984.68 FEET TO A POINT;
THENCE N 58 DEG. 09 MIN. 49 SEC. E A DISTANCE OF 1237.12 FEET TO A POINT;
SAID POINT BEING S 37 DEG. 04 MIN. 54 SEC. W A DISTANCE OF 330.81 FEET
FROM P.R.M. 49-80-B08.
THENCE N 59 DEG. 23 MIN. 57 SEC. E A DISTANCE OF 935.83 FEET TO A POINT;
THENCE N 58 DEG. 31 MIN. 05 SEC. E A DISTANCE OF 1132.14 FEET TO A POINT;
SAID POINT BEING N 86 DEG. 18 MIN. 16 SEC. E A DISTANCE OF 756.56 FEET
FROM P.R.M. 49-80-B09.
THENCE N 59 DEG. 03 MIN. 14 SEC. E A DISTANCE OF 1075.61 FEET TO A POINT;
THENCE N 59 DEG. 30 MIN. 38 SEC. E A DISTANCE OF 992.78 FEET TO A POINT;
SAID POINT BEING S 30 DEG. 05 MIN. 21 SEC. E A DISTANCE OF 414.52 FEET
FROM P.R.M. 49-80-B10.
THENCE N 62 DEG. 06 MIN. 12 SEC. E A DISTANCE OF 992.32 FEET TO A POINT;
THENCE N 62 DEG. 23 MIN. 40 SEC. E A DISTANCE OF 1138.06 FEET TO A POINT;
SAID POINT BEING S 10 DEG. 33 MIN. 44 SEC. W A DISTANCE OF 367.11 FEET
FROM P.R.M. 49-80-B11.
THENCE N 63 DEG. 51 MIN. 55 SEC. E A DISTANCE OF 1003.05 FEET TO A POINT;
THENCE N 63 DEG. 35 MIN. 29 SEC. E A DISTANCE OF 1073.53 FEET TO A POINT;
THENCE N 63 DEG. 11 MIN. 06 SEC. E A DISTANCE OF 1131.13 FEET TO A POINT;
THENCE N 63 DEG. 42 MIN. 25 SEC. E A DISTANCE OF 1066.32 FEET TO A POINT;
THENCE N 64 DEG. 42 MIN. 52 SEC. E A DISTANCE OF 968.27 FEET TO A POINT;
THENCE N 65 DEG. 22 MIN. 40 SEC. E A DISTANCE OF 1130.82 FEET TO A POINT;
THENCE N 67 DEG. 33 MIN. 15 SEC. E A DISTANCE OF 1090.63 FEET TO A POINT;
THENCE N 67 DEG. 51 MIN. 16 SEC. E A DISTANCE OF 1022.63 FEET TO A POINT;
THENCE N 69 DEG. 01 MIN. 37 SEC. E A DISTANCE OF 1040.68 FEET TO A POINT;
THENCE N 69 DEG. 45 MIN. 50 SEC. E A DISTANCE OF 1067.95 FEET TO A POINT;
SAID POINT BEING S 38 DEG. 46 MIN. 24 SEC. W A DISTANCE OF 584.03 FEET
FROM P.R.M. 49-80-B14.
THENCE N 70 DEG. 46 MIN. 30 SEC. E A DISTANCE OF 1024.25 FEET TO A POINT;
THENCE N 71 DEG. 13 MIN. 03 SEC. E A DISTANCE OF 1006.91 FEET TO A POINT;
THENCE N 72 DEG. 07 MIN. 48 SEC. E A DISTANCE OF 1045.85 FEET TO A POINT;
THENCE N 72 DEG. 28 MIN. 02 SEC. E A DISTANCE OF 978.29 FEET TO A POINT;
SAID POINT BEING S 17 DEG. 02 MIN. 42 SEC. W A DISTANCE OF 403.11 FEET
FROM P.R.M. 49-80-B15.
THENCE N 72 DEG. 23 MIN. 20 SEC. E A DISTANCE OF 1153.51 FEET TO A POINT;
THENCE N 74 DEG. 00 MIN. 03 SEC. E A DISTANCE OF 1039.11 FEET TO A POINT;
THENCE N 76 DEG. 56 MIN. 25 SEC. E A DISTANCE OF 1120.21 FEET TO A POINT;
SAID POINT BEING S 42 DEG. 07 MIN. 08 SEC. E A DISTANCE OF 381.93 FEET
FROM P.R.M. 49-80-B16.
THENCE N 73 DEG. 25 MIN. 07 SEC. E A DISTANCE OF 1052.41 FEET TO A POINT;
THENCE N 68 DEG. 25 MIN. 36 SEC. E A DISTANCE OF 1127.81 FEET TO A POINT;
THENCE N 70 DEG. 22 MIN. 35 SEC. E A DISTANCE OF 1208.83 FEET TO A POINT;
THENCE N 70 DEG. 25 MIN. 08 SEC. E A DISTANCE OF 1080.19 FEET TO A POINT;
THENCE N 69 DEG. 31 MIN. 11 SEC. E A DISTANCE OF 1020.06 FEET TO A POINT;
THENCE N 67 DEG. 42 MIN. 47 SEC. E A DISTANCE OF 1077.07 FEET TO A POINT;
THENCE N 67 DEG. 39 MIN. 01 SEC. E A DISTANCE OF 1013.20 FEET TO A POINT;
THENCE N 64 DEG. 54 MIN. 21 SEC. E A DISTANCE OF 1032.67 FEET TO A POINT;
THENCE N 64 DEG. 51 MIN. 25 SEC. E A DISTANCE OF 1010.62 FEET TO A POINT;
SAID POINT BEING S 37 DEG. 55 MIN. 52 SEC. W A DISTANCE OF 98.94 FEET
FROM P.R.M. 49-80-B19.
THENCE N 63 DEG. 31 MIN. 03 SEC. E A DISTANCE OF 1039.76 FEET TO A POINT;
THENCE N 59 DEG. 24 MIN. 08 SEC. E A DISTANCE OF 917.17 FEET TO A POINT;
THENCE N 57 DEG. 55 MIN. 28 SEC. E A DISTANCE OF 1187.21 FEET TO A POINT;
THENCE N 59 DEG. 22 MIN. 12 SEC. E A DISTANCE OF 1012.83 FEET TO A POINT;
SAID POINT BEING N 04 DEG. 49 MIN. 27 SEC. W A DISTANCE OF 227.80 FEET
FROM P.R.M. 49-80-B20.
THENCE N 60 DEG. 09 MIN. 25 SEC. E A DISTANCE OF 1179.84 FEET TO A POINT;
THENCE N 60 DEG. 43 MIN. 41 SEC. E A DISTANCE OF 1067.35 FEET TO A POINT;
THENCE N 60 DEG. 48 MIN. 27 SEC. E A DISTANCE OF 1056.66 FEET TO A POINT;
THENCE N 59 DEG. 35 MIN. 11 SEC. E A DISTANCE OF 1189.47 FEET TO A POINT;
SAID POINT BEING S 88 DEG. 47 MIN. 42 SEC. W A DISTANCE OF 463.52 FEET
FROM P.R.M. 49-80-B21.
THENCE N 52 DEG. 11 MIN. 10 SEC. E A DISTANCE OF 990.37 FEET TO A POINT;
THENCE N 51 DEG. 15 MIN. 12 SEC. E A DISTANCE OF 1092.41 FEET TO A POINT;
THENCE N 50 DEG. 45 MIN. 34 SEC. E A DISTANCE OF 1007.51 FEET TO A POINT;
THENCE N 42 DEG. 44 MIN. 24 SEC. E A DISTANCE OF 1071.64 FEET TO A POINT;
THENCE N 44 DEG. 35 MIN. 05 SEC. E A DISTANCE OF 1051.51 FEET TO A POINT;
THENCE N 44 DEG. 31 MIN. 50 SEC. E A DISTANCE OF 1103.67 FEET TO A POINT;
THENCE N 44 DEG. 40 MIN. 29 SEC. E A DISTANCE OF 1004.04 FEET TO A POINT;
THENCE N 44 DEG. 25 MIN. 18 SEC. E A DISTANCE OF 1013.96 FEET TO A POINT;
THENCE N 44 DEG. 34 MIN. 15 SEC. E A DISTANCE OF 1100.81 FEET TO A POINT;
THENCE N 44 DEG. 29 MIN. 56 SEC. E A DISTANCE OF 1026.51 FEET TO A POINT;
SAID POINT BEING N 43 DEG. 13 MIN. 11 SEC. W A DISTANCE OF 334.49 FEET
FROM P.R.M. 49-80-B25.
THENCE N 46 DEG. 06 MIN. 38 SEC. E A DISTANCE OF 1021.72 FEET TO A POINT;
THENCE N 46 DEG. 18 MIN. 36 SEC. E A DISTANCE OF 1027.73 FEET TO A POINT;
THENCE N 46 DEG. 32 MIN. 42 SEC. E A DISTANCE OF 1012.80 FEET TO A POINT;
THENCE N 46 DEG. 26 MIN. 31 SEC. E A DISTANCE OF 1054.55 FEET TO A POINT;
THENCE N 46 DEG. 11 MIN. 01 SEC. E A DISTANCE OF 1038.40 FEET TO A POINT;
THENCE N 46 DEG. 13 MIN. 45 SEC. E A DISTANCE OF 1037.04 FEET TO A POINT;
THENCE N 46 DEG. 12 MIN. 24 SEC. E A DISTANCE OF 1234.04 FEET TO A POINT;
THENCE N 46 DEG. 25 MIN. 39 SEC. E A DISTANCE OF 860.29 FEET TO A POINT;
SAID POINT BEING N 04 DEG. 45 MIN. 28 SEC. E A DISTANCE OF 530.79 FEET
FROM P.R.M. 49-80-B27.
THENCE N 46 DEG. 12 MIN. 19 SEC. E A DISTANCE OF 1060.30 FEET TO A POINT;
THENCE N 46 DEG. 43 MIN. 11 SEC. E A DISTANCE OF 1011.35 FEET TO A POINT;
THENCE N 46 DEG. 22 MIN. 03 SEC. E A DISTANCE OF 998.81 FEET TO A POINT;
THENCE N 46 DEG. 28 MIN. 03 SEC. E A DISTANCE OF 1037.55 FEET TO A POINT;
SAID POINT BEING N 55 DEG. 33 MIN. 53 SEC. W A DISTANCE OF 349.32 FEET
FROM P.R.M. 49-80-B29.
THENCE N 42 DEG. 50 MIN. 51 SEC. E A DISTANCE OF 1007.58 FEET TO A POINT;
THENCE N 41 DEG. 58 MIN. 38 SEC. E A DISTANCE OF 997.87 FEET TO A POINT;
THENCE N 41 DEG. 56 MIN. 29 SEC. E A DISTANCE OF 1014.97 FEET TO A POINT;
SAID POINT BEING N 30 DEG. 14 MIN. 06 SEC. W A DISTANCE OF 318.02 FEET
FROM P.R.M. 49-80-B30.
THENCE N 42 DEG. 20 MIN. 46 SEC. E A DISTANCE OF 1069.02 FEET TO A POINT;
THENCE N 42 DEG. 18 MIN. 04 SEC. E A DISTANCE OF 1033.08 FEET TO A POINT;
SAID POINT BEING N 11 DEG. 41 MIN. 32 SEC. E A DISTANCE OF 445.12 FEET
FROM P.R.M. 49-80-B31.
THENCE N 37 DEG. 46 MIN. 38 SEC. E A DISTANCE OF 987.10 FEET TO A POINT;
THENCE N 38 DEG. 57 MIN. 56 SEC. E A DISTANCE OF 1060.33 FEET TO A POINT;
THENCE N 45 DEG. 21 MIN. 27 SEC. E A DISTANCE OF 1010.92 FEET TO A POINT;
SAID POINT BEING N 08 DEG. 35 MIN. 47 SEC. E A DISTANCE OF 534.51 FEET
FROM P.R.M. 49-80-B32.
THENCE N 45 DEG. 37 MIN. 29 SEC. E A DISTANCE OF 1018.99 FEET TO A POINT;
THENCE N 45 DEG. 23 MIN. 09 SEC. E A DISTANCE OF 1031.23 FEET TO A POINT;
SAID POINT BEING N 26 DEG. 11 MIN. 43 SEC. W A DISTANCE OF 384.45 FEET
FROM P.R.M. 49-80-B33.
THENCE N 43 DEG. 10 MIN. 53 SEC. E A DISTANCE OF 970.37 FEET TO A POINT;
THENCE N 27 DEG. 47 MIN. 51 SEC. E A DISTANCE OF 987.28 FEET TO A POINT;
THENCE N 13 DEG. 38 MIN. 38 SEC. W A DISTANCE OF 805.33 FEET TO A POINT;
THENCE N 13 DEG. 27 MIN. 40 SEC. W A DISTANCE OF 388.28 FEET TO A POINT;
SAID POINT BEING S 66 DEG. 53 MIN. 17 SEC. W A DISTANCE OF 309.72 FEET
FROM P.R.M. 49-80-B34.
THENCE N 13 DEG. 27 MIN. 40 SEC. W TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE SOUTH BANK OF SAINT GEORGE SOUND; SAID POINT BEING THE
NORTHEASTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE ON SAINT
GEORGE ISLAND,THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL
CONSTRUCTION CONTROL LINE, SAID POINT BEING S 66 DEG. 53 MIN. 17 SEC. W
A DISTANCE OF 309.72 FEET FROM P.R.M. 49-80-B34.
METES AND BOUNDS DESCRIPTION FOR
COASTAL CONSTRUCTION CONTROL LINE
FOR DOG ISLAND
FRANKLIN COUNTY, FLORIDA
NOTE: SUBSTANTIAL REWORDING OF 62B-26.014 FOR DOG ISLAND
RESULTING IN A 2009 REVISED PHYSICAL LOCATION FOR THE
COASTAL CONSTRUCTION CONTROL LINE ON DOG ISLAND,
FRANKLIN COUNTY, FLORIDA
RECOMMENCE AT P.R.M. 49-80-C01, THENCE N 81 DEG. 05 MIN. 09 SEC. E
A DISTANCE OF 227.96 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE;
THENCE N 32 DEG. 11 MIN. 26 SEC. E TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE SOUTHEASTERLY BANK OF EAST PASS, SAID POINT BEING THE
NORTHWESTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE ON DOG ISLAND;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 81 DEG. 05 MIN. 09 SEC. E A DISTANCE
OF 227.96 FEET FROM P.R.M. 49-80-C01.
THENCE S 00 DEG. 09 MIN. 30 SEC. W A DISTANCE OF 493.36 FEET TO A POINT;
THENCE S 31 DEG. 10 MIN. 27 SEC. E A DISTANCE OF 652.53 FEET TO A POINT;
THENCE S 62 DEG. 03 MIN. 08 SEC. E A DISTANCE OF 1022.52 FEET TO A POINT;
THENCE S 74 DEG. 16 MIN. 48 SEC. E A DISTANCE OF 475.83 FEET TO A POINT;
THENCE N 46 DEG. 36 MIN. 12 SEC. E A DISTANCE OF 1467.26 FEET TO A POINT;
THENCE S 67 DEG. 25 MIN. 30 SEC. E A DISTANCE OF 983.43 FEET TO A POINT;
THENCE N 84 DEG. 13 MIN. 52 SEC. E A DISTANCE OF 971.93 FEET TO A POINT;
THENCE N 73 DEG. 14 MIN. 24 SEC. E A DISTANCE OF 985.89 FEET TO A POINT;
THENCE N 73 DEG. 38 MIN. 43 SEC. E A DISTANCE OF 964.53 FEET TO A POINT;
THENCE N 73 DEG. 40 MIN. 37 SEC. E A DISTANCE OF 995.04 FEET TO A POINT;
THENCE N 53 DEG. 29 MIN. 19 SEC. E A DISTANCE OF 1035.05 FEET TO A POINT;
THENCE N 76 DEG. 29 MIN. 10 SEC. E A DISTANCE OF 1011.99 FEET TO A POINT;
THENCE N 77 DEG. 17 MIN. 44 SEC. E A DISTANCE OF 1020.56 FEET TO A POINT;
THENCE N 76 DEG. 46 MIN. 41 SEC. E A DISTANCE OF 992.14 FEET TO A POINT;
THENCE N 76 DEG. 59 MIN. 59 SEC. E A DISTANCE OF 900.63 FEET TO A POINT;
THENCE N 71 DEG. 13 MIN. 18 SEC. E A DISTANCE OF 1046.57 FEET TO A POINT;
THENCE N 70 DEG. 18 MIN. 32 SEC. E A DISTANCE OF 894.54 FEET TO A POINT;
THENCE N 70 DEG. 26 MIN. 28 SEC. E A DISTANCE OF 1013.12 FEET TO A POINT;
THENCE N 70 DEG. 12 MIN. 04 SEC. E A DISTANCE OF 892.01 FEET TO A POINT;
THENCE N 79 DEG. 11 MIN. 12 SEC. E A DISTANCE OF 993.94 FEET TO A POINT;
THENCE N 72 DEG. 51 MIN. 32 SEC. E A DISTANCE OF 963.30 FEET TO A POINT;
THENCE N 64 DEG. 01 MIN. 07 SEC. E A DISTANCE OF 1096.44 FEET TO A POINT;
THENCE N 62 DEG. 31 MIN. 01 SEC. E A DISTANCE OF 966.56 FEET TO A POINT;
THENCE N 62 DEG. 16 MIN. 43 SEC. E A DISTANCE OF 200.00 FEET TO A POINT;
THENCE N 35 DEG. 42 MIN. 49 SEC. E A DISTANCE OF 279.51 FEET TO A POINT;
THENCE N 58 DEG. 02 MIN. 10 SEC. E A DISTANCE OF 504.49 FEET TO A POINT;
THENCE N 73 DEG. 47 MIN. 00 SEC. E A DISTANCE OF 984.55 FEET TO A POINT;
THENCE N 66 DEG. 48 MIN. 37 SEC. E A DISTANCE OF 1034.30 FEET TO A POINT;
SAID POINT BEING N 88 DEG. 15 MIN. 48 SEC. E A DISTANCE OF 612.20 FEET
FROM P.R.M. 49-80-C10.
THENCE N 65 DEG. 18 MIN. 10 SEC. E A DISTANCE OF 983.20 FEET TO A POINT;
THENCE N 72 DEG. 00 MIN. 36 SEC. E A DISTANCE OF 1001.05 FEET TO A POINT;
THENCE N 62 DEG. 26 MIN. 21 SEC. E A DISTANCE OF 964.74 FEET TO A POINT;
THENCE N 62 DEG. 29 MIN. 47 SEC. E A DISTANCE OF 950.90 FEET TO A POINT;
THENCE N 62 DEG. 53 MIN. 26 SEC. E A DISTANCE OF 987.94 FEET TO A POINT;
THENCE N 60 DEG. 25 MIN. 23 SEC. E A DISTANCE OF 933.35 FEET TO A POINT;
THENCE N 47 DEG. 10 MIN. 53 SEC. E A DISTANCE OF 1100.32 FEET TO A POINT;
SAID POINT BEING N 30 DEG. 43 MIN. 35 SEC. W A DISTANCE OF 498.01 FEET
FROM P.R.M. 49-80-C13.
THENCE N 39 DEG. 25 MIN. 27 SEC. E A DISTANCE OF 933.73 FEET TO A POINT;
THENCE N 39 DEG. 58 MIN. 46 SEC. E A DISTANCE OF 504.89 FEET TO A POINT;
THENCE N 39 DEG. 17 MIN. 28 SEC. E A DISTANCE OF 920.15 FEET TO A POINT;
THENCE N 57 DEG. 56 MIN. 00 SEC. E A DISTANCE OF 980.91 FEET TO A POINT;
THENCE N 21 DEG. 02 MIN. 31 SEC. E A DISTANCE OF 953.79 FEET TO A POINT;
THENCE N 13 DEG. 06 MIN. 53 SEC. E A DISTANCE OF 916.73 FEET TO A POINT;
THENCE N 02 DEG. 20 MIN. 26 SEC. E A DISTANCE OF 802.90 FEET TO A POINT;
THENCE N 03 DEG. 25 MIN. 49 SEC. W A DISTANCE OF 1006.80 FEET TO A POINT;
SAID POINT BEING N 40 DEG. 01 MIN. 29 SEC. W A DISTANCE OF 332.97 FEET
FROM P.R.M. 49-80-C16.
THENCE N 10 DEG. 19 MIN. 03 SEC. W A DISTANCE OF 751.30 FEET TO A POINT,
THENCE N 27 DEG. 31 MIN. 26 SEC. W TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE SOUTHEAST BANK OF SAINT GEORGE SOUND, SAID POINT BEING
THE NORTHEASTERLY TERMINUS OF THE 2008 REVISED COASTAL CONSTRUCTION CONTROL LINE
ON DOG ISLAND, THENCE RETURN ALONG THE SAME COURSES TO A POINT ON THE COASTAL
CONSTRUCTION CONTROL LINE, SAID POINT BEING N 40 DEG. 01 MIN. 29 SEC. W
A DISTANCE OF 332.97 FEET FROM P.R.M. 49-80-C16.
METES AND BOUNDS DESCRIPTION OF THE
COASTAL CONSTRUCTION CONTROL LINE FOR
PENINSULA POINT TO BALD POINT, FRANKLIN COUNTY, FLORIDA
NOTE: NO CHANGES HAVE BEEN MADE TO THE PHYSICAL LOCATION OF THE
1984 REVISED COASTAL CONSTRUCTION CONTROL LINE DESCRIPTION
FOR PENINSULA POINT TO BALD POINT.
THIS REVISED COASTAL CONSTRUCTION CONTROL LINE DESCRIPTION
FOR PENINSULA POINT TO BALD POINT PROVIDES NORTH AMERICAN DATUM
1983, FLORIDA NORTH ZONE, COORDINATES AND BEARINGS ONLY.
RECOMMENCE AT P.R.M. 49-80-D03 THENCE S 75 DEG. 40 MIN. 13 SEC. E
A DISTANCE OF 506.26 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE;
THENCE N 76 DEG. 05 MIN. 36 SEC. W A DISTANCE OF 904.87 FEET TO A POINT;
THENCE N 88 DEG. 01 MIN. 33 SEC. W A DISTANCE OF 1001.29 FEET TO A POINT;
THENCE N 86 DEG. 30 MIN. 19 SEC. W A DISTANCE OF 945.21 FEET TO A POINT;
THENCE N 86 DEG. 13 MIN. 11 SEC. W A DISTANCE OF 1085.27 FEET TO A POINT;
THENCE N 80 DEG. 40 MIN. 23 SEC. W A DISTANCE OF 1069.27 FEET TO A POINT;
THENCE N 49 DEG. 05 MIN. 29 SEC. W A DISTANCE OF 940.03 FEET TO A POINT;
THENCE N 63 DEG. 14 MIN. 43 SEC. W A DISTANCE OF 1248.48 FEET TO A POINT;
THENCE N 80 DEG. 27 MIN. 54 SEC. W A DISTANCE OF 1349.75 FEET TO A POINT;
THENCE N 43 DEG. 51 MIN. 02 SEC. W TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE SOUTH BANK OF ALLIGATOR HARBOR, SAID POINT BEING THE
NORTHWESTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR PENINSULA
POINT, THENCE RETURN ALONG THE SAME COURSES TO A POINT ON THE COASTAL
CONSTRUCTION CONTROL LINE, SAID POINT BEING S 75 DEG. 40 MIN. 13 SEC. E
A DISTANCE OF 506.26 FEET FROM P.R.M. 49-80-D03.
THENCE S 68 DEG. 19 MIN. 45 SEC. E A DISTANCE OF 1063.01 FEET TO A POINT;
THENCE S 76 DEG. 04 MIN. 13 SEC. E A DISTANCE OF 938.35 FEET TO A POINT;
THENCE S 65 DEG. 40 MIN. 00 SEC. E A DISTANCE OF 1042.66 FEET TO A POINT;
SAID POINT BEING N 46 DEG. 39 MIN. 11 SEC. W A DISTANCE OF 53.78 FEET
FROM P.R.M. 49-08-D06-2.
THENCE S 66 DEG. 17 MIN. 47 SEC. E A DISTANCE OF 1011.16 FEET TO A POINT;
THENCE S 70 DEG. 54 MIN. 38 SEC. E A DISTANCE OF 1050.33 FEET TO A POINT;
THENCE S 75 DEG. 27 MIN. 46 SEC. E A DISTANCE OF 988.34 FEET TO A POINT;
THENCE S 70 DEG. 40 MIN. 47 SEC. E A DISTANCE OF 917.65 FEET TO A POINT;
THENCE S 68 DEG. 07 MIN. 46 SEC. E A DISTANCE OF 1137.09 FEET TO A POINT;
SAID POINT BEING S 54 DEG. 52 MIN. 04 SEC. E A DISTANCE OF 359.89 FEET
FROM P.R.M. 49-80-D07.
THENCE S 68 DEG. 10 MIN. 38 SEC. E A DISTANCE OF 829.37 FEET TO A POINT;
SAID POINT BEING S 50 DEG. 50 MIN. 49 SEC. W A DISTANCE OF 597.46 FEET
FROM P.R.M. 49-80-D08.
THENCE N 88 DEG. 05 MIN. 59 SEC. E A DISTANCE OF 1239.01 FEET TO A POINT;
THENCE N 79 DEG. 35 MIN. 12 SEC. E A DISTANCE OF 847.40 FEET TO A POINT;
THENCE N 73 DEG. 31 MIN. 55 SEC. E A DISTANCE OF 1001.55 FEET TO A POINT;
THENCE N 71 DEG. 46 MIN. 11 SEC. E A DISTANCE OF 920.23 FEET TO A POINT;
THENCE N 77 DEG. 39 MIN. 02 SEC. E A DISTANCE OF 1015.71 FEET TO A POINT;
SAID POINT BEING N 51 DEG. 19 MIN. 58 SEC. E A DISTANCE OF 331.43 FEET
FROM P.R.M. 49-80-D10.
THENCE N 79 DEG. 12 MIN. 46 SEC. E A DISTANCE OF 975.32 FEET TO A POINT;
THENCE N 81 DEG. 42 MIN. 54 SEC. E A DISTANCE OF 986.38 FEET TO A POINT;
SAID POINT BEING S 79 DEG. 13 MIN. 34 SEC. W A DISTANCE OF 430.53 FEET
FROM P.R.M. 49-80-D11.
THENCE N 86 DEG. 29 MIN. 52 SEC. E A DISTANCE OF 972.75 FEET TO A POINT;
THENCE S 83 DEG. 38 MIN. 22 SEC. E A DISTANCE OF 1056.02 FEET TO A POINT;
THENCE N 81 DEG. 58 MIN. 40 SEC. E A DISTANCE OF 912.18 FEET TO A POINT;
SAID POINT BEING N 43 DEG. 18 MIN. 43 SEC. W A DISTANCE OF 87.61 FEET
FROM P.R.M. 49-80-D12.
THENCE N 67 DEG. 09 MIN. 56 SEC. E A DISTANCE OF 990.53 FEET TO A POINT;
SAID POINT BEING N 87 DEG. 07 MIN. 41 SEC. W A DISTANCE OF 349.55 FEET
FROM P.R.M. 49-80-D13.
THENCE N 45 DEG. 06 MIN. 01 SEC. E A DISTANCE OF 924.03 FEET TO A POINT;
THENCE N 33 DEG. 23 MIN. 22 SEC. E A DISTANCE OF 962.27 FEET TO A POINT;
SAID POINT BEING S 78 DEG. 26 MIN. 57 SEC. W A DISTANCE OF 450.57 FEET
FROM P.R.M. 49-80-D15.
THENCE N 21 DEG. 51 MIN. 44 SEC. E A DISTANCE OF 904.74 FEET TO A POINT;
THENCE N 25 DEG. 46 MIN. 01 SEC. E A DISTANCE OF 994.46 FEET TO A POINT;
SAID POINT BEING N 67 DEG. 09 MIN. 34 SEC. W A DISTANCE OF 257.79 FEET
FROM P.R.M. 49-80-D16.
THENCE N 24 DEG. 26 MIN. 27 SEC. E A DISTANCE OF 1237.28 FEET TO A POINT;
THENCE N 19 DEG. 52 MIN. 25 SEC. E A DISTANCE OF 829.13 FEET TO A POINT;
THENCE N 17 DEG. 26 MIN. 49 SEC. E A DISTANCE OF 1378.28 FEET TO A POINT;
THENCE N 08 DEG. 49 MIN. 39 SEC. E A DISTANCE OF 1153.57 FEET TO A POINT;
THENCE N 13 DEG. 14 MIN. 40 SEC. E A DISTANCE OF 1192.64 FEET TO A POINT;
THENCE N 01 DEG. 15 MIN. 45 SEC. W A DISTANCE OF 1332.99 FEET TO A POINT;
THENCE N 07 DEG. 51 MIN. 39 SEC. W A DISTANCE OF 1029.16 FEET TO A POINT;
SAID POINT BEING S 02 DEG. 29 MIN. 21 SEC. E A DISTANCE OF 47.22 FEET
FROM P.R.M. 49-80-D18.
THENCE N 11 DEG. 23 MIN. 28 SEC. W A DISTANCE OF 974.40 FEET TO A POINT;
THENCE N 12 DEG. 35 MIN. 18 SEC. W A DISTANCE OF 964.75 FEET TO A POINT;
SAID POINT BEING S 59 DEG. 28 MIN. 01 SEC. E A DISTANCE OF 46.11 FEET
FROM P.R.M. 49-80-D19.
THENCE N 12 DEG. 59 MIN. 09 SEC. W A DISTANCE OF 966.36 FEET TO A POINT;
THENCE N 12 DEG. 34 MIN. 31 SEC. W A DISTANCE OF 1028.58 FEET TO A POINT;
SAID POINT BEING S 17 DEG. 36 MIN. 28 SEC. E A DISTANCE OF 508.42 FEET
FROM P.R.M. 49-80-D20.
THENCE N 17 DEG. 19 MIN. 30 SEC. W A DISTANCE OF 1064.09 FEET TO A POINT;
THENCE N 23 DEG. 28 MIN. 43 SEC. W A DISTANCE OF 860.15 FEET TO A POINT;
THENCE N 41 DEG. 30 MIN. 25 SEC. W A DISTANCE OF 642.85 FEET TO A POINT;
SAID POINT BEING S 59 DEG. 48 MIN. 09 SEC. W A DISTANCE OF 178.24 FEET
FROM P.R.M. 49-80-D21.
THENCE N 41 DEG. 30 MIN. 25 SEC. W TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE SOUTHERLY BANK OF OCHLOCKONEE BAY, SAID POINT BEING
THE NORTHEASTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR
FRANKLIN COUNTY.
I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES
IN FRANKLIN COUNTY, FLORIDA, LYING ALONG THE GULF OF MEXICO OF SAID
COUNTY, WAS APPROVED BY THE PROGRAM ADMINISTRATOR OF THE BUREAU OF
BEACHES AND COASTAL SYSTEMS, FLORIDA DEPARTMENT OF ENVIRONMENTAL
PROTECTION ON THE _15_ DAY OF MAY 2009.
____________________________________________________
BY: GENE CHALECKI
PROGRAM ADMINISTRATOR, BUREAU OF BEACHES AND COASTAL SYSTEMS
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN FRANKLIN
COUNTY WAS DETERMINED BY SURVEYS USING THE FOLLOWING NATIONAL
GEODETIC SURVEY (N.G.S.) STATIONS AND STATE PLANE COORDINATES
AS HORIZONTAL CONTROL WITH REFERENCE MADE TO THE N.G.S.
REF FRAME: NAD_83 (CORS96)(EPOCH:2002.0000)
NORTH AMERICAN 1983 DATUM
FLORIDA LAMBERT NORTH ZONE
PID STATION Y X
________________________________ _________ _________
DE6014 PANAMA CORS ARP (PNCY) 439997.94 1596331.17
DE9136 APALACHICOLA CORS ARP (MRKB) 262853.09 1801473.13
DE6016 TALLAHASSEE CORS ARP (TALH) 507908.04 2013949.04
DE9140 PERRY CORS ARP (PRRY) 393156.71 2261189.22
THE FRANKLIN COUNTY COASTAL CONSTRUCTION CONTROL LINE
LEGAL DESCRIPTION REFERS TO THE FOLLOWING PERMANENT
REFERENCE MONUMENTS (P.R.M.)
STATION Y X
_________ _________ __________
49-80-A01 227762.02 1779240.55
49-80-A07 217024.36 1792203.01
49-80-A10 214731.76 1797460.38
49-80-A12 216638.85 1803238.96
49-80-A15 219831.89 1812657.28
49-80-A17 223223.97 1821854.03
49-80-B01 223758.14 1823201.92
49-80-B02 225313.04 1826302.88
49-80-B02A 226219.73 1827976.37
49-80-B05 232132.62 1837461.34
49-80-B06 232605.39 1838410.75
49-80-B08 235933.50 1843214.75
49-80-B09 236688.45 1844031.30
49-80-B10 238152.70 1846356.47
49-80-B11 239146.57 1848517.08
49-80-B14 243571.42 1858475.50
49-80-B15 244778.60 1862076.58
49-80-B16 245565.03 1864891.82
49-80-B19 248860.80 1874161.93
49-80-B20 250632.76 1877717.89
49-80-B21 253096.04 1882064.83
49-80-B25 260048.05 1889392.24
49-80-B27 265487.68 1895110.22
49-80-B29 268650.11 1898419.11
49-80-B30 270808.40 1900322.13
49-80-B31 272201.46 1901487.18
49-80-B32 274423.83 1903488.24
49-80-B33 276044.27 1905200.27
49-80-B34 279251.96 1906159.52
49-80-C01 285141.27 1913791.05
49-80-C10 290513.99 1935553.81
49-80-C13 293368.68 1942462.47
49-80-C16 299473.11 1945276.48
49-80-D03 328452.54 1997657.89
49-80-D04 327878.55 1999208.69
49-08-D06-2 327242.27 2001036.17
49-80-D07 325761.03 2005499.07
49-80-D08 325622.85 2007026.63
49-80-D10 326021.84 2011203.04
49-80-D11 326634.07 2013818.93
49-80-D12 326559.57 2016379.79
49-80-D13 326990.20 2017581.70
49-80-D15 328553.63 2018858.14
49-80-D16 330098.60 2019423.48
49-80-D18 338119.85 2020671.03
49-80-D19 339992.85 2020230.66
49-80-D20 342399.58 2019675.48
49-80-D21 344290.80 2018897.74
SURVEYOR NOTES:
---------------------------------------------------------
1.) REPRODUCTIONS OF THIS MAP ARE NOT VALID UNLESS SIGNED AND EMBOSSED
WITH THE SURVEYORS SEAL.
2.) THIS CONTROL SURVEY CERTIFIES THE LOCATIONS OF THE COASTAL CONSTRUCTION
CONTROL LINE IN FRANKLIN COUNTY AND THE HORIZONTAL GLOBAL POSITIONING
SYSTEM MEASUREMENT DATA ONLY. ALL OTHER DATA IS PROVIDED FOR
INFORMATION PURPOSES ONLY.
3.) G.P.S. SURVEY MEASUREMENTS COMPLETED ON DECEMBER 11, 2008 USING SIX
ASHTECH Z-EXTREME G.P.S. RECEIVERS.
POST PROCESSING SOFTWARE USED: ASHTECH OFFICE SUITE VERSION 2.0
LEAST SQUARE GEODETIC ADJUSTMENT SOFTWARE USED: ASHTECH OFFICE SUITE
VERSION 2.0.
4.) PROCEEDURES AND NETWORK DESIGN OF G.P.S. MEASUREMENTS MEETS OR
EXCEEDS THE PROPOSED GEOMETRIC ACCURACY STANDARDS AND
SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES,
VERSION 5.0, REPRINTED AUGUST 1988, AS SET FORTH BY THE FEDERAL
GEODETIC CONTROL COMMITTEE (FGCC) FOR SECOND ORDER CLASS II
HORIZONTAL CONTROL SURVEY.
5.) HORIZONTAL VALUES PRESENTED ON THIS SURVEY ARE REFERENCED TO
THE STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE,
NORTH AMERICAN DATUM (N.A.D.)1983 WITH REFERENCE MADE TO THE
N.G.S.REF FRAME: NAD_83(CORS96)(EPOCH:2002.0000).
6.) FINAL COORDINATE LISTING DISPLAYED IN U.S. SURVEY FEET.
7.) GEOIDAL MODEL USED: GEOID 03 (NGS).
CERTIFICATE:
I HEREBY CERTIFY THAT THIS CONTROL SURVEY IS TRUE AND CORRECT
TO THE BEST OF MY KNOWLEDGE AND BELIEF, ACCORDING TO A RECENT SURVEY
MADE UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER
CERTIFY THAT THIS CONTROL SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH IN FLORIDA ADMINISTRATIVE CODE RULE 61G17-6, ADOPTED
BY THE FLORIDA STATE BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO
FLORIDA STATUTES CHAPTER 472.027, SUBJECT TO THE QUALIFICATIONS NOTED
HEREON.
(THOMAS M. WATTERS)
_MAY 14, 2009______ _______________________________
CERTIFICATION DATE CERTIFIED
THOMAS M. WATTERS
REGISTERED LAND SURVEYOR, NO. 4750
STATE OF FLORIDA
3900 COMMONWEALTH BLVD, MS 300
TALLAHASSEE, FL 32309
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Water Boundary
