RECORDING DATE:FEB. 7, 1997
THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION FOR THE FLORIDA
COASTAL CONSTRUCTION CONTROL LINE FOR BAY 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 BAY COUNTY IN OFFICAL RECORD BOOK 1687 PAGES 1048 THROUGH
1065. FOR OFFICAL MAP SEE COASTAL CONSTRUCTION CONTROL LINE
BOOK 2 PAGES 1 THROUGH 12 BAY COUNTY PUBLIC RECORDS. COPIES MAY ALSO BE
OBTAINED FOR ONE DOLLAR AND EIGHTY CENTS PER PAGE BY CONTACTING THE BUREAU
OF BEACHES AND WETLAND RESOURCES AT 904-487-4471.
***************************************************************************

                          METES AND BOUNDS DESCRIPTION

                                   FOR THE

                       COASTAL CONSTRUCTION CONTROL LINE

                              BAY 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
WALTON-BAY COUNTY LINE EASTERLY TO THE WESTERN MEAN HIGH WATER LINE
OF SAINT ANDREWS PASS. RECOMMENCING AT THE EASTERN MEAN HIGH WATER LINE
OF SAINT ANDREWS PASS AND CONTINUING EASTERLY TO THE WESTERN BOUNDARY
OF TYNDALL AIR FORCE BASE ON SHELL ISLAND. RECOMMENCING AT THE EASTERN
BOUNDARY OF TYNDALL AIR FORCE BASE ON CROOKED ISLAND AND CONTINUING EASTERLY
TO ITS TERMINUS AT THE INTERSECTION WITH THE BAY-GULF COUNTY LINE.

SAID COASTAL CONSTRUCTION CONTROL LINE IS RELATED TO A SERIES OF
"PERMANENT REFERENCE MONUMENTS" (P.R.M.) DESIGNATED AND HEREINAFTER
REFERRED TO AS "60-76-A37", "46-76-B02 THROUGH 46-76-B04", "46-91-DA16",
"46-76-B06 THOUGH 46-76-B08", "46-91-DA15", "46-91-DA14", "46-76-B14-2
THROUGH 46-76-B19D 1991", "46-76-B21", "46-76-B23", "46-76-B25", "46-91-DA13
THROUGH 46-91-DA04", "R 98 BA 96", "46-76-B36", "46-76-B38", "R121 BA 96",
"46-76-A11 THROUGH 46-76-A07", "46-91-DA03', "46-91-DA02", "46-76-A04",
"46-91-DA01".

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 PLANE COORDINATE
SYSTEM.  ALL STATIONS IN THIS DESCRIPTION ARE BASED ON NORTH AMERICAN 1983
DATUM ADJUSTMENT OF 1990.

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.).

COMMENCE AT P.R.M. 60-76-A37; THENCE S 70 DEG. 48 MIN. 25 SEC. E  A
DISTANCE OF 5267.73 FEET TO THE POINT OF BEGINNING; THENCE
N 87 DEG. 38 MIN. 22 SEC. W TO THE POINT OF INTERSECTION WITH THE
BAY-WALTON COUNTY LINE, SAID LINE BEING THE WESTERLY TERMINUS OF THE
COASTAL CONSTRUCTION CONTROL LINE FOR BAY COUNTY; THENCE RETURN ALONG THE
SAME COURSE TO THE POINT OF BEGINNING; SAID POINT BEING
S 70 DEG. 48 MIN. 25 SEC. E A DISTANCE OF 5267.73 FEET FROM (P.R.M.)
60-76-A37.

THENCE S 53 DEG. 46 MIN. 51 SEC. E A DISTANCE OF  1832.84 FEET TO A POINT;
THENCE S 50 DEG. 41 MIN. 04 SEC. E A DISTANCE OF   973.22 FEET TO A POINT;
THENCE S 64 DEG. 11 MIN. 31 SEC. E A DISTANCE OF   998.36 FEET TO A POINT;
THENCE S 64 DEG. 39 MIN. 31 SEC. E A DISTANCE OF   994.65 FEET TO A POINT;
THENCE S 64 DEG. 48 MIN. 05 SEC. E A DISTANCE OF  1016.37 FEET TO A POINT;
THENCE S 64 DEG. 48 MIN. 46 SEC. E A DISTANCE OF   881.63 FEET TO A POINT;
THENCE S 64 DEG. 19 MIN. 17 SEC. E A DISTANCE OF  1076.73 FEET TO A POINT;
SAID POINT BEING N 71 DEG. 08 MIN. 56 SEC. W A DISTANCE OF  331.06  FEET
FROM P.R.M. 46-76-B02.

THENCE S 64 DEG. 21 MIN. 32 SEC. E A DISTANCE OF  1022.77 FEET TO A POINT;
THENCE S 64 DEG. 00 MIN. 48 SEC. E A DISTANCE OF   969.86 FEET TO A POINT;
THENCE S 63 DEG. 42 MIN. 18 SEC. E A DISTANCE OF  1117.49 FEET TO A POINT;
SAID POINT BEING S 51 DEG. 17 MIN. 40 SEC. E A DISTANCE OF  404.71  FEET
FROM P.R.M. 46-76-B03.

THENCE S 63 DEG. 41 MIN. 31 SEC. E A DISTANCE OF   857.27 FEET TO A POINT;
THENCE S 63 DEG. 38 MIN. 43 SEC. E A DISTANCE OF   994.78 FEET TO A POINT;
SAID POINT BEING S 48 DEG. 21 MIN. 59 SEC. E A DISTANCE OF  423.00  FEET
FROM P.R.M. 46-76-B04.

THENCE S 62 DEG. 47 MIN. 39 SEC. E A DISTANCE OF   994.77 FEET TO A POINT;
THENCE S 62 DEG. 53 MIN. 39 SEC. E A DISTANCE OF  1010.68 FEET TO A POINT;
THENCE S 61 DEG. 48 MIN. 46 SEC. E A DISTANCE OF   993.60 FEET TO A POINT;
THENCE S 61 DEG. 55 MIN. 57 SEC. E A DISTANCE OF  1011.72 FEET TO A POINT;
THENCE S 62 DEG. 05 MIN. 49 SEC. E A DISTANCE OF   979.18 FEET TO A POINT;
THENCE S 61 DEG. 22 MIN. 35 SEC. E A DISTANCE OF  1107.60 FEET TO A POINT;
SAID POINT BEING S 60 DEG. 03 MIN. 31 SEC. E A DISTANCE OF  575.74  FEET
FROM P.R.M. 46-91-DA16.

THENCE S 61 DEG. 43 MIN. 56 SEC. E A DISTANCE OF   907.73 FEET TO A POINT;
THENCE S 62 DEG. 24 MIN. 20 SEC. E A DISTANCE OF  1029.18 FEET TO A POINT;
THENCE S 62 DEG. 27 MIN. 53 SEC. E A DISTANCE OF   862.89 FEET TO A POINT;
THENCE S 60 DEG. 11 MIN. 13 SEC. E A DISTANCE OF  1160.08 FEET TO A POINT;
THENCE S 61 DEG. 01 MIN. 33 SEC. E A DISTANCE OF  1003.11 FEET TO A POINT;
SAID POINT BEING S 55 DEG. 57 MIN. 51 SEC. E A DISTANCE OF  356.08  FEET
FROM P.R.M. 46-76-B06.

THENCE S 61 DEG. 51 MIN. 33 SEC. E A DISTANCE OF  1055.67 FEET TO A POINT;
THENCE S 62 DEG. 09 MIN. 18 SEC. E A DISTANCE OF   891.51 FEET TO A POINT;
THENCE S 61 DEG. 38 MIN. 35 SEC. E A DISTANCE OF   975.01 FEET TO A POINT;
SAID POINT BEING S 56 DEG. 48 MIN. 54 SEC. E A DISTANCE OF  539.64  FEET
FROM P.R.M. 46-76-B07.

THENCE S 60 DEG. 10 MIN. 49 SEC. E A DISTANCE OF   935.60 FEET TO A POINT;
THENCE S 60 DEG. 29 MIN. 46 SEC. E A DISTANCE OF  1104.11 FEET TO A POINT;
THENCE S 59 DEG. 29 MIN. 08 SEC. E A DISTANCE OF   986.25 FEET TO A POINT;
THENCE S 60 DEG. 08 MIN. 44 SEC. E A DISTANCE OF   958.51 FEET TO A POINT;
SAID POINT BEING N 44 DEG. 10 MIN. 16 SEC. W A DISTANCE OF  273.45  FEET
FROM P.R.M. 46-76-B08.

THENCE S 59 DEG. 47 MIN. 24 SEC. E A DISTANCE OF  1039.05 FEET TO A POINT;
THENCE S 59 DEG. 13 MIN. 33 SEC. E A DISTANCE OF   933.48 FEET TO A POINT;
THENCE S 59 DEG. 14 MIN. 50 SEC. E A DISTANCE OF  1055.98 FEET TO A POINT;
THENCE S 58 DEG. 24 MIN. 14 SEC. E A DISTANCE OF  1510.98 FEET TO A POINT;
SAID POINT BEING N 76 DEG. 23 MIN. 42 SEC. W A DISTANCE OF  110.15  FEET
FROM P.R.M. 46-91-DA15.

THENCE S 58 DEG. 25 MIN. 33 SEC. E A DISTANCE OF  1081.83 FEET TO A POINT;
THENCE S 59 DEG. 48 MIN. 57 SEC. E A DISTANCE OF  1050.09 FEET TO A POINT;
THENCE S 58 DEG. 46 MIN. 06 SEC. E A DISTANCE OF   824.69 FEET TO A POINT;
THENCE S 58 DEG. 23 MIN. 48 SEC. E A DISTANCE OF  1087.12 FEET TO A POINT;
SAID POINT BEING N 68 DEG. 36 MIN. 06 SEC. W A DISTANCE OF  181.52  FEET
FROM P.R.M. 46-91-DA14.

THENCE S 58 DEG. 19 MIN. 22 SEC. E A DISTANCE OF   976.45 FEET TO A POINT;
THENCE S 57 DEG. 01 MIN. 43 SEC. E A DISTANCE OF  1047.29 FEET TO A POINT;
THENCE S 57 DEG. 01 MIN. 59 SEC. E A DISTANCE OF   982.38 FEET TO A POINT;
THENCE S 58 DEG. 01 MIN. 53 SEC. E A DISTANCE OF   812.38 FEET TO A POINT;
SAID POINT BEING N 58  DEG. 58 MIN. 59 SEC. W A DISTANCE OF  581.77  FEET
FROM P.R.M. 46-76-B14-2.

THENCE S 59 DEG. 04 MIN. 56 SEC. E A DISTANCE OF  1227.43 FEET TO A POINT;
THENCE S 59 DEG. 10 MIN. 00 SEC. E A DISTANCE OF   740.04 FEET TO A POINT;
THENCE S 57 DEG. 41 MIN. 02 SEC. E A DISTANCE OF  1214.01 FEET TO A POINT;
THENCE S 57 DEG. 28 MIN. 38 SEC. E A DISTANCE OF  1035.94 FEET TO A POINT;
SAID POINT BEING N 62 DEG. 22 MIN. 14 SEC. W A DISTANCE OF  481.89  FEET
FROM P.R.M. 46-76-B15.

THENCE S 54 DEG. 49 MIN. 14 SEC. E A DISTANCE OF   849.09 FEET TO A POINT;
THENCE S 57 DEG. 56 MIN. 30 SEC. E A DISTANCE OF  1242.30 FEET TO A POINT;
THENCE S 58 DEG. 02 MIN. 40 SEC. E A DISTANCE OF   935.06 FEET TO A POINT;
THENCE S 56 DEG. 19 MIN. 46 SEC. E A DISTANCE OF   930.99 FEET TO A POINT;
THENCE S 55 DEG. 41 MIN. 13 SEC. E A DISTANCE OF  1021.58 FEET TO A POINT;
SAID POINT BEING S 55 DEG. 45 MIN. 19 SEC. E A DISTANCE OF  615.75  FEET
FROM P.R.M. 46-76-B16.

THENCE S 56 DEG. 25 MIN. 35 SEC. E A DISTANCE OF  1042.34 FEET TO A POINT;
THENCE S 56 DEG. 05 MIN. 18 SEC. E A DISTANCE OF   991.61 FEET TO A POINT;
THENCE S 55 DEG. 24 MIN. 16 SEC. E A DISTANCE OF  1002.44 FEET TO A POINT;
SAID POINT BEING S 37 DEG. 29 MIN. 52 SEC. E A DISTANCE OF  351.53  FEET
FROM P.R.M. 46-76-B17.

THENCE S 56 DEG. 34 MIN. 33 SEC. E A DISTANCE OF  1357.26 FEET TO A POINT;
THENCE S 56 DEG. 19 MIN. 09 SEC. E A DISTANCE OF  1303.91 FEET TO A POINT;
THENCE S 56 DEG. 36 MIN. 26 SEC. E A DISTANCE OF   397.82 FEET TO A POINT;
SAID POINT BEING S 35 DEG. 26 MIN. 02 SEC. E A DISTANCE OF  343.75  FEET
FROM P.R.M. 46-76-B18.

THENCE S 56 DEG. 22 MIN. 40 SEC. E A DISTANCE OF   864.91 FEET TO A POINT;
THENCE S 57 DEG. 13 MIN. 23 SEC. E A DISTANCE OF  1111.11 FEET TO A POINT;
SAID POINT BEING S 07 DEG. 08 MIN. 42 SEC. E A DISTANCE OF  111.23  FEET
FROM P.R.M. 46-76-B19.

THENCE S 55 DEG. 41 MIN. 13 SEC. E A DISTANCE OF  1075.49 FEET TO A POINT;
THENCE S 56 DEG. 32 MIN. 47 SEC. E A DISTANCE OF   855.86 FEET TO A POINT;
SAID POINT BEING S 06 DEG. 07 MIN. 16 SEC. E A DISTANCE OF  515.96  FEET
FROM P.R.M. 46-76-B19B 1991.

THENCE S 56 DEG. 45 MIN. 32 SEC. E A DISTANCE OF   995.74 FEET TO A POINT;
SAID POINT BEING S 16 DEG. 59 MIN. 30 SEC. W A DISTANCE OF  422.79  FEET
FROM P.R.M. 46-76-B19C 1991.

THENCE S 54 DEG. 20 MIN. 14 SEC. E A DISTANCE OF   935.95 FEET TO A POINT;
SAID POINT BEING S 35 DEG. 28 MIN. 18 SEC. W A DISTANCE OF   65.41  FEET
FROM P.R.M. 46-76-B19D 1991.

THENCE S 54 DEG. 28 MIN. 53 SEC. E A DISTANCE OF   986.86 FEET TO A POINT;
THENCE S 54 DEG. 51 MIN. 49 SEC. E A DISTANCE OF  1066.65 FEET TO A POINT;
SAID POINT BEING S 78 DEG. 09 MIN. 53 SEC. W A DISTANCE OF  131.24  FEET
FROM P.R.M. 46-76-B21.

THENCE S 55 DEG. 29 MIN. 55 SEC. E A DISTANCE OF   996.62 FEET TO A POINT;
THENCE S 55 DEG. 16 MIN. 23 SEC. E A DISTANCE OF  1111.92 FEET TO A POINT;
SAID POINT BEING S 06 DEG. 12 MIN. 52 SEC. W A DISTANCE OF  236.84  FEET
FROM P.R.M. 46-76-B23.

THENCE S 55 DEG. 07 MIN. 58 SEC. E A DISTANCE OF   893.84 FEET TO A POINT;
THENCE S 54 DEG. 38 MIN. 26 SEC. E A DISTANCE OF   992.39 FEET TO A POINT;
SAID POINT BEING S 50 DEG. 00 MIN. 34 SEC. W A DISTANCE OF  323.11  FEET
FROM P.R.M. 46-76-B25.

THENCE S 56 DEG. 43 MIN. 54 SEC. E A DISTANCE OF   970.35 FEET TO A POINT;
THENCE S 56 DEG. 46 MIN. 34 SEC. E A DISTANCE OF   930.42 FEET TO A POINT;
SAID POINT BEING S 40 DEG. 30 MIN. 28 SEC. W A DISTANCE OF  587.69  FEET
FROM P.R.M. 46-91-DA13.

THENCE S 53 DEG. 55 MIN. 35 SEC. E A DISTANCE OF  1071.19 FEET TO A POINT;
THENCE S 53 DEG. 51 MIN. 12 SEC. E A DISTANCE OF  1012.43 FEET TO A POINT;
SAID POINT BEING S 00 DEG. 02 MIN. 01 SEC. W A DISTANCE OF  578.03  FEET
FROM P.R.M. 46-91-DA12.

THENCE S 53 DEG. 54 MIN. 23 SEC. E A DISTANCE OF   858.37 FEET TO A POINT;
THENCE S 53 DEG. 01 MIN. 31 SEC. E A DISTANCE OF  1138.60 FEET TO A POINT;
THENCE S 52 DEG. 33 MIN. 38 SEC. E A DISTANCE OF   979.40 FEET TO A POINT;
SAID POINT BEING S 47 DEG. 19 MIN. 24 SEC. W A DISTANCE OF  452.59  FEET
FROM P.R.M. 46-91-DA11.

THENCE S 53 DEG. 49 MIN. 31 SEC. E A DISTANCE OF   924.44 FEET TO A POINT;
THENCE S 51 DEG. 20 MIN. 29 SEC. E A DISTANCE OF   918.39 FEET TO A POINT;
SAID POINT BEING S 03 DEG. 38 MIN. 56 SEC. E A DISTANCE OF  955.79  FEET
FROM P.R.M. 46-91-DA10.

THENCE S 51 DEG. 26 MIN. 59 SEC. E A DISTANCE OF  1122.82 FEET TO A POINT;
THENCE S 51 DEG. 09 MIN. 08 SEC. E A DISTANCE OF   992.33 FEET TO A POINT;
SAID POINT BEING S 88 DEG. 42 MIN. 41 SEC. W A DISTANCE OF 1181.49  FEET
FROM P.R.M. 46-91-DA09.

THENCE S 49 DEG. 57 MIN. 48 SEC. E A DISTANCE OF   994.91 FEET TO A POINT;
THENCE S 48 DEG. 43 MIN. 44 SEC. E A DISTANCE OF  1027.75 FEET TO A POINT;
THENCE S 46 DEG. 07 MIN. 35 SEC. E A DISTANCE OF   983.65 FEET TO A POINT;
SAID POINT BEING S 02 DEG. 35 MIN. 15 SEC. W A DISTANCE OF  954.17  FEET
FROM P.R.M. 46-91-DA08.

THENCE S 48 DEG. 16 MIN. 11 SEC. E A DISTANCE OF   970.47 FEET TO A POINT;
THENCE S 47 DEG. 49 MIN. 30 SEC. E A DISTANCE OF  1181.98 FEET TO A POINT;
SAID POINT BEING S 87 DEG. 30 MIN. 41 SEC. W A DISTANCE OF  949.57  FEET
FROM P.R.M. 46-91-DA07.

THENCE S 49 DEG. 06 MIN. 57 SEC. E A DISTANCE OF   797.94 FEET TO A POINT;
THENCE S 47 DEG. 17 MIN. 59 SEC. E A DISTANCE OF  1076.88 FEET TO A POINT;
THENCE S 47 DEG. 46 MIN. 39 SEC. E A DISTANCE OF   853.62 FEET TO A POINT;
SAID POINT BEING N 86 DEG. 49 MIN. 08 SEC. W A DISTANCE OF  905.14  FEET
FROM P.R.M. 46-91-DA06A.

THENCE S 44 DEG. 57 MIN. 03 SEC. E A DISTANCE OF  1062.43 FEET TO A POINT;
SAID POINT BEING S 77 DEG. 58 MIN. 31 SEC. W A DISTANCE OF  436.42  FEET
FROM P.R.M. 46-91-DA06.

THENCE S 46 DEG. 28 MIN. 08 SEC. E A DISTANCE OF  1044.37 FEET TO A POINT;
THENCE S 46 DEG. 27 MIN. 44 SEC. E A DISTANCE OF   947.39 FEET TO A POINT;
SAID POINT BEING N 88 DEG. 14 MIN. 50 SEC. W A DISTANCE OF  545.71  FEET
FROM P.R.M. 46-91-DA05.

THENCE S 46 DEG. 24 MIN. 57 SEC. E A DISTANCE OF   994.50 FEET TO A POINT;
THENCE S 44 DEG. 51 MIN. 17 SEC. E A DISTANCE OF   980.58 FEET TO A POINT;
SAID POINT BEING S 34 DEG. 55 MIN. 17 SEC. E A DISTANCE OF  744.55  FEET
FROM P.R.M. 46-91-DA04A.

THENCE S 45 DEG. 02 MIN. 10 SEC. E A DISTANCE OF  1072.91 FEET TO A POINT;
THENCE S 45 DEG. 12 MIN. 23 SEC. E A DISTANCE OF   958.65 FEET TO A POINT;
THENCE S 44 DEG. 43 MIN. 32 SEC. E A DISTANCE OF  1010.29 FEET TO A POINT;
THENCE S 44 DEG. 30 MIN. 24 SEC. E A DISTANCE OF   957.11 FEET TO A POINT;
SAID POINT BEING S 48 DEG. 03 MIN. 13 SEC. E A DISTANCE OF  979.25  FEET
FROM P.R.M. 46-91-DA04.

THENCE S 44 DEG. 30 MIN. 25 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE WESTERN SHORE OF SAINT ANDREWS PASS;
THENCE RETURN ALONG THE SAME PATH TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING S 48 DEG. 03 MIN. 13 SEC. E A DISTANCE
OF 979.25 FEET FROM P.R.M. 46-91-DA04.

RECOMMENCE AT P.R.M. R 98 BA 96, THENCE S 23 DEG. 29 MIN. 35 SEC. W
A DISTANCE OF   74.46 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 52 DEG. 25 MIN. 16 SEC. W TO THE INTERSECTION WITH THE
WITH THE MEAN HIGH WATER LINE OF THE EASTERN SHORE OF  SAINT ANDREWS PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING S 23 DEG. 29 MIN. 35 SEC. W A DISTANCE OF
74.46 FEET FROM P.R.M. R 98 BA 96.

THENCE S 52 DEG. 25 MIN. 16 SEC. E A DISTANCE OF  1071.88 FEET TO A POINT;
THENCE S 50 DEG. 11 MIN. 23 SEC. E A DISTANCE OF   982.92 FEET TO A POINT;
THENCE S 51 DEG. 03 MIN. 19 SEC. E A DISTANCE OF  1011.08 FEET TO A POINT;
THENCE S 46 DEG. 15 MIN. 28 SEC. E A DISTANCE OF  1019.71 FEET TO A POINT;
THENCE S 49 DEG. 49 MIN. 27 SEC. E A DISTANCE OF   950.69 FEET TO A POINT;
THENCE S 52 DEG. 41 MIN. 19 SEC. E A DISTANCE OF  1065.54 FEET TO A POINT;
THENCE S 52 DEG. 53 MIN. 18 SEC. E A DISTANCE OF   960.99 FEET TO A POINT;
THENCE S 53 DEG. 49 MIN. 26 SEC. E A DISTANCE OF   990.06 FEET TO A POINT;
THENCE S 53 DEG. 24 MIN. 18 SEC. E A DISTANCE OF   950.90 FEET TO A POINT;
THENCE S 54 DEG. 30 MIN. 54 SEC. E A DISTANCE OF   992.78 FEET TO A POINT;
THENCE S 55 DEG. 12 MIN. 02 SEC. E A DISTANCE OF  1018.75 FEET TO A POINT;
THENCE S 54 DEG. 42 MIN. 59 SEC. E A DISTANCE OF   988.52 FEET TO A POINT;
SAID POINT BEING S 81 DEG. 43 MIN. 34 SEC. E A DISTANCE OF  144.72  FEET
FROM P.R.M. 46-76-B36.

THENCE S 58 DEG. 42 MIN. 30 SEC. E A DISTANCE OF   965.32 FEET TO A POINT;
THENCE S 60 DEG. 11 MIN. 15 SEC. E A DISTANCE OF  1014.24 FEET TO A POINT;
THENCE S 60 DEG. 59 MIN. 14 SEC. E A DISTANCE OF   989.83 FEET TO A POINT;
THENCE S 61 DEG. 28 MIN. 31 SEC. E A DISTANCE OF   995.19 FEET TO A POINT;
THENCE S 61 DEG. 27 MIN. 23 SEC. E A DISTANCE OF   957.15 FEET TO A POINT;
THENCE S 64 DEG. 32 MIN. 34 SEC. E A DISTANCE OF   978.61 FEET TO A POINT;
THENCE S 57 DEG. 57 MIN. 51 SEC. E A DISTANCE OF   988.79 FEET TO A POINT;
THENCE S 60 DEG. 54 MIN. 26 SEC. E A DISTANCE OF   878.30 FEET TO A POINT;
SAID POINT BEING S 33 DEG. 51 MIN. 02 SEC. E A DISTANCE OF  469.85  FEET
FROM P.R.M. 46-76-B38.

THENCE S 63 DEG. 33 MIN. 18 SEC. E A DISTANCE OF   956.53 FEET TO A POINT;
THENCE S 63 DEG. 08 MIN. 27 SEC. E A DISTANCE OF   981.72 FEET TO A POINT;
THENCE S 64 DEG. 33 MIN. 34 SEC. E A DISTANCE OF   965.13 FEET TO A POINT;
SAID POINT BEING S 62 DEG. 44 MIN. 45 SEC. W A DISTANCE OF   28.76  FEET
FROM P.R.M. R121 BAY 96.
THENCE S 64 DEG. 33 MIN. 34 SEC. E TO THE INTERSECTION WITH THE WESTERLY
BOUNDARY OF TYNDALL AIR FORCE BASE ON SHELL ISLAND.

RECOMMENCE AT P.R.M. 46-76-A11 THENCE S 70 DEG. 44 MIN. 49 SEC. E A DISTANCE
OF   60.70  FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE;
THENCE N 66 DEG. 45 MIN. 53 SEC. W TO THE POINT OF INTERSECTION WITH THE
EASTERLY BOUNDARY OF TYNDALL AIR FORCE BASE ON CROOCKED ISLAND; THENCE
RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING S 70 DEG. 44 MIN. 49 SEC. E A DISTANCE
OF 60.70 FEET FROM P.R.M. 46-76-A11.

THENCE S 66 DEG. 45 MIN. 53 SEC. E A DISTANCE OF  1047.72 FEET TO A POINT;
THENCE S 67 DEG. 12 MIN. 44 SEC. E A DISTANCE OF  1054.73 FEET TO A POINT;
SAID POINT BEING N 49 DEG. 16 MIN. 53 SEC. W A DISTANCE OF  628.05  FEET
FROM P.R.M. 46-76-A10.

THENCE S 64 DEG. 02 MIN. 57 SEC. E A DISTANCE OF   983.47 FEET TO A POINT;
THENCE S 74 DEG. 29 MIN. 01 SEC. E A DISTANCE OF  1015.82 FEET TO A POINT;
THENCE S 84 DEG. 57 MIN. 07 SEC. E A DISTANCE OF   990.90 FEET TO A POINT;
SAID POINT BEING N 32 DEG. 41 MIN. 52 SEC. W A DISTANCE OF  494.98  FEET
FROM P.R.M. 46-76-A09.

THENCE S 73 DEG. 50 MIN. 54 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE WESTERN BANK OF A CANAL; THENCE RETURN ALONG
THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE,
SAID POINT BEING N 32 DEG. 41 MIN. 52 SEC. W A DISTANCE OF  494.98  FEET
FROM P.R.M. 46-76-A09.

RECOMMENCE AT P.R.M. 46-76-A09, THENCE S 89 DEG. 38 MIN. 56 SEC. E
A DISTANCE OF 1196.21 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 73 DEG. 50 MIN. 54 SEC. W TO THE INTERSECTION WITH
THE MEAN HIGH WATER LINE OF THE EASTERN SHORE OF A CANAL;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING S 89 DEG. 38 MIN. 56 SEC. E A DISTANCE OF
1196.21 FEET FROM P.R.M. 46-76-A09.

THENCE S 73 DEG. 32 MIN. 57 SEC. E A DISTANCE OF  1021.84 FEET TO A POINT;
THENCE S 64 DEG. 09 MIN. 31 SEC. E A DISTANCE OF  1060.54 FEET TO A POINT;
THENCE S 63 DEG. 05 MIN. 33 SEC. E A DISTANCE OF  1083.07 FEET TO A POINT;
SAID POINT BEING S 12 DEG. 16 MIN. 16 SEC. W A DISTANCE OF  288.70  FEET
FROM P.R.M. 46-76-A07.

THENCE S 57 DEG. 53 MIN. 43 SEC. E A DISTANCE OF  1003.40 FEET TO A POINT;
THENCE S 52 DEG. 20 MIN. 34 SEC. E A DISTANCE OF  1028.00 FEET TO A POINT;
THENCE S 58 DEG. 19 MIN. 21 SEC. E A DISTANCE OF  1029.14 FEET TO A POINT;
SAID POINT BEING S 65 DEG. 11 MIN. 45 SEC. E A DISTANCE OF  474.66  FEET
FROM P.R.M. 46-91-DA03.

THENCE S 51 DEG. 10 MIN. 54 SEC. E A DISTANCE OF  1186.07 FEET TO A POINT;
THENCE S 51 DEG. 34 MIN. 45 SEC. E A DISTANCE OF   948.26 FEET TO A POINT;
THENCE S 48 DEG. 55 MIN. 53 SEC. E A DISTANCE OF  1034.27 FEET TO A POINT;
SAID POINT BEING N 01 DEG. 19 MIN. 07 SEC. W A DISTANCE OF   82.25  FEET
FROM P.R.M. 46-91-DA02.

THENCE S 45 DEG. 42 MIN. 24 SEC. E A DISTANCE OF  1021.03 FEET TO A POINT;
THENCE S 46 DEG. 19 MIN. 16 SEC. E A DISTANCE OF   984.06 FEET TO A POINT;
THENCE S 45 DEG. 25 MIN. 00 SEC. E A DISTANCE OF  1010.24 FEET TO A POINT;
SAID POINT BEING S 62 DEG. 44 MIN. 50 SEC. E A DISTANCE OF  287.01  FEET
FROM P.R.M. 46-76-A04.

THENCE S 44 DEG. 47 MIN. 00 SEC. E A DISTANCE OF   997.97 FEET TO A POINT;
THENCE S 45 DEG. 26 MIN. 10 SEC. E A DISTANCE OF  1000.02 FEET TO A POINT;
THENCE S 45 DEG. 17 MIN. 55 SEC. E A DISTANCE OF   935.00 FEET TO A POINT;
SAID POINT BEING N 31 DEG. 06 MIN. 37 SEC. W A DISTANCE OF  592.13  FEET
FROM P.R.M. 46-91-DA01.
THENCE S 46 DEG. 01 MIN. 18 SEC. E TO THE POINT OF INTERSECTION WITH THE
BAY-GULF COUNTY LINE AND THE POINT OF  TERMINUS OF THE COASTAL CONSTRUCTION
CONTROL LINE FOR BAY COUNTY, FLORIDA.



THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN BAY 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. COMPUTATION SOURCE NUMBER.


                       NORTH AMERICAN 1983 DATUM
                         ADJUSTMENT OF 1990
                       FLORIDA LAMBERT NORTH ZONE


   STATION                      Y              X               SOURCE
____________                 __________    ___________       ___________

CHARLEY                      243224.806    1697077.098        GPS-174
FLGPS 7                      394360.373    1615899.416        GPS-174
872 9108 L TIDAL             421018.653    1600743.984        GPS-174
FLGPS 4                      497436.748    1521221.147        GPS-174



THE BAY COUNTY COASTAL CONSTRUCTION CONTROL LINE LEGAL DESCRIPTION
REFERS TO THE FOLLOWING PERMANENT REFERENCE MONUMENTS (P.R.M.)



 STATION                          Y             X
___________                  __________    ___________

60-76-A37                    466706.550    1492434.587
46-76-B02                    461033.346    1504439.990
46-76-B03                    460030.809    1506606.570
46-76-B04                    459237.211    1508266.107
46-91-DA-16                  456394.061    1513473.827
46-76-B06                    453937.790    1518038.490
46-76-B07                    452656.457    1520459.128
46-76-B08                    450178.030    1524554.923
46-91-DA-15                  448016.210    1528365.897
46-91-DA-14                  445884.187    1531888.314
46-76-B14-2                  443603.230    1535440.853
46-76-B15                    441463.615    1538957.116
46-76-B16                    439298.078    1542180.009
46-76-B17                    437531.651    1544991.605
46-76-B18                    435843.164    1547556.262
46-76-B19                    434593.019    1549396.143
46-76-B19B 1991              433917.587    1550957.357
46-76-B19C 1991              433263.080    1551968.737
46-76-B19D 1991              432366.340    1552643.568
46-76-B21                    431152.770    1554409.585
46-76-B23                    430163.359    1556041.950
46-76-B25                    429050.274    1557806.573
46-91-DA-13                  428247.375    1559530.418
46-91-DA-12                  427150.648    1560832.367
46-91-DA-11                  425093.510    1563545.659
46-91-DA-10                  424621.218    1564615.467
46-91-DA-09                  422371.744    1567508.450
46-91-DA-08                  421298.705    1568613.602
46-91-DA-07                  418947.190    1571119.414
46-91-DA-06A                 417029.514    1573101.303
46-91-DA-06                  416418.764    1573375.019
46-91-DA-05                  414939.246    1574937.582
46-91-DA-04A                 414185.664    1575377.896
46-91-DA-04                  411395.762    1577897.107
R 98 BA 96                   409010.150    1580132.893
46-76-B36                    401620.102    1589442.313
46-76-B38                    398199.010    1596098.809
R121  BA 96                  396537.858    1598989.883
46-76-A11                    349132.530    1668352.287
46-76-A10                    347880.961    1670820.753
46-76-A09                    347084.821    1673462.299
46-76-A07                    346117.802    1677620.168
46-91-DA-03                  344333.078    1679667.556
46-91-DA-02                  342039.477    1682547.114
46-76-A04                    340151.374    1684452.120
46-91-DA-01                  337445.237    1687093.283


I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES
IN BAY COUNTY, FLORIDA, LYING ALONG THE GULF OF MEXICO OF SAID
COUNTY, WAS APPROVED BY THE HEAD OF THE DEPARTMENT OF ENVIRONMENTAL
PROTECTION ON THE      OF         1996.

                   _______________________________________________________
                   BY: VIRGINIA WETHERELL
                   SECRETARY OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION

ATTEST:

________________________________________
BY: HAL BEAN
PROGRAM ADMINISTRATOR, BEACHES AND COASTAL SYSTEMS





I HEREBY CERTIFY THE PROCEEDURES USED FOR THIS CONTROL SURVEY
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.

U.S. DEPARTMENT OF COMMERCE
NOAA NATIONAL OCEAN SERVICES,
NATIONAL GEODETIC SURVEY



__________________                      ____________________________
CERTIFICATION DATE                      BY: RONNIE L. TAYLOR
                                        NATIONAL OCEAN SERVICE ADVISOR


SURVEYOR NOTES:
-------------------------------------------------------------------------

1.)   REPRODUCTIONS OF THIS MAP ARE FOR INFORMATION PURPOSES ONLY UNLESS
      SIGNED AND EMBOSSED WITH THE SURVEYORS SEAL.

2.)   THIS SURVEY CERTIFIES THE LOCATIONS OF THE COASTAL CONSTRUCTION
      CONTROL LINE IN BAY COUNTY AND THE HORIZONTAL GLOBAL POSITIONING
      SYSTEM MEASUREMENT DATA ONLY. ALL OTHER DATA IS PROVIDED FOR
      INFORMATION PURPOSES.

3.)   G.P.S. SURVEY MEASUREMENTS COMPLETED IN AUGUST, 1996 USING FOUR
      ASHTECH L12 AND ONE ASHTECH M12 RECEIVERS.
      POST PROCESSING SOFTWARE USED: ASHTECH PRISM VERSION 1.0. AND
      ASHTECH GPPS VERSION 5.2.
      LEAST SQUARE GEODETIC ADJUSTMENT SOFTWARE USED: ASHTECH PRISM
      VERSION 1.0.

4.)   PROCEEDURES AND NETWORK DESIGN OF G.P.S. MEASUREMEMTS MEET OR EXCEED
      GEOMETRIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING G.P.S.
      RELATIVE POSITIONING TECHNIQUES AS SET FORTH BY THE FEDERAL GEODETIC
      CONTROL COMMITTEE (F.G.C.C.) IN THEIR MOST CURRENT PUBLICATION FOR
      SECOND ORDER CLASS II HORIZONTAL CONTROL SURVEYS.

5.)   FINAL FREE ADJUSTMENT FILE NAME:   BAYALL.FOP
      FINAL FIXED ADJUSTMENT FILE NAME:  BAYCOMB.FOP

6.)   HORIZONTAL VALUES PRESENTED ON THIS SURVEY ARE REFERENCED TO
      THE STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE,
      NORTH AMERICAN DATUM (N.A.D.)1983(ADJUSTMENT OF 1990).

7.)   FINAL COORDINATE LISTING DISPLAYED IN U.S. SURVEY FEET.

8.)   GEOIDAL MODEL USED: GEOID 93 (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.


__________________                __________________________________
CERTIFICATION DATE                THOMAS M. WATTERS
                                  REGISTERED LAND SURVEYOR, NO. 4750
                                  STATE OF FLORIDA