METES AND BOUNDS DESCRIPTION
                   COASTAL CONSTRUCTION CONTROL LINE
                           GULF COUNTY, FLORIDA


DESCRIPTION OF COASTAL CONSTRUCTION CONTROL LINE (CCCL) IS ESTABLISHED IN
COMPLIANCE WITH SECTION 161.053 OF THE FLORIDA STATUTES,
SAID CONTROL LINE LYING ALONG THE SAINT JOSEPH BAY AND THE GULF OF MEXICO
COAST FROM BAY COUNTY AND GULF COUNTY LINE, SOUTHERLY AND EASTERLY TO ITS
TERMINUS AT THE INTERSECTION WITH THE GULF COUNTY AND FRANKLIN 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
"46-76-A04","46-76-A01","51-83-B01 RM1","51-83-B02 RM1","51-83-B04 RM2",
"51-83-B08","51-83-B09","51-83-B20","51-83-B21","51-83-B23 AZ MK",
"51-83-B25","51-83-B26","51-83-B28","51-83-B30","51 02 C02G",
"C 339 1977","51 83 B34-2","51 83 B35C","51-83-B36","51 93 B39 AZ MK",
"G 339 1977","51-83-B39 THROUGH 51-83-B41","51-83-B43",
"51 07 B44 RM1-2".

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 N.G.S.REF FRAME: NAD_83
(CORS)(EPOCH:2002.0000.

THE BEARING BASE FOR THIS DESCRIPTION IS GRID NORTH, DETERMINED BY GLOBAL
POSITION SYSTEM (G.P.S.) OBSERVATION MADE AT ALL PERMANENT REFERENCE
MONUMENTS (P.R.M.).

COMMENCE AT "P.R.M."46-76-A04; THENCE S 46  DEG.27  MIN. 33 SEC. E A DISTANCE
OF 3704.60 FEET TO THE POINT OF BEGINNING; THENCE N 42  DEG.20  MIN. 15 SEC.W
TO THE POINT OF INTERSECTION WITH THE GULF COUNTY AND BAY COUNTY LINE,
SAID LINE BEING THE WESTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL
LINE FOR GULF COUNTY; THENCE S 42  DEG.20  MIN. 15 SEC. E TO THE
POINT OF BEGINNING; SAID POINT BEING S 46 DEG.27  MIN. 33 SEC. E A DISTANCE
3704.60 FEET FROM "P.R.M."  46-76-A04.

THENCE S 42 DEG. 20 MIN. 14 SEC. E A DISTANCE OF 1000.00 FEET TO A POINT;
THENCE S 42 DEG. 20 MIN. 15 SEC. E A DISTANCE OF 1029.05 FEET TO A POINT;
THENCE S 41 DEG. 23 MIN. 41 SEC. E A DISTANCE OF 1019.57 FEET TO A POINT;
THENCE S 41 DEG. 30 MIN. 41 SEC. E A DISTANCE OF 1019.98 FEET TO A POINT;
THENCE S 40 DEG. 22 MIN. 56 SEC. E A DISTANCE OF 1005.59 FEET TO A POINT;
THENCE S 38 DEG. 30 MIN. 42 SEC. E A DISTANCE OF  986.46 FEET TO A POINT;
SAID POINT BEING N 39 DEG. 37 MIN. 48 SEC. E A DISTANCE OF  117.49 FEET
FROM "P.R.M." 46 76 A01.

THENCE S 39 DEG. 44 MIN. 38 SEC. E A DISTANCE OF 1080.80 FEET TO A POINT;
THENCE S 39 DEG. 41 MIN. 05 SEC. E A DISTANCE OF  955.35 FEET TO A POINT;
THENCE S 41 DEG. 07 MIN. 59 SEC. E A DISTANCE OF  998.10 FEET TO A POINT;
SAID POINT BEING N 46 DEG. 23 MIN. 34 SEC. E A DISTANCE OF  70.32 FEET
FROM "P.R.M." 51 83 B01 RM1.

THENCE S 38 DEG. 00 MIN. 33 SEC. E A DISTANCE OF 1003.24 FEET TO A POINT;
THENCE S 38 DEG. 52 MIN. 46 SEC. E A DISTANCE OF  973.71 FEET TO A POINT;
THENCE S 36 DEG. 40 MIN. 33 SEC. E A DISTANCE OF  999.93 FEET TO A POINT;
SAID POINT BEING N 08 DEG. 51 MIN. 28 SEC. W A DISTANCE OF  163.63 FEET
FROM "P.R.M." 51 83 B02 RM1.

THENCE S 33 DEG. 14 MIN. 00 SEC. E A DISTANCE OF 1009.74 FEET TO A POINT;
THENCE S 32 DEG. 34 MIN. 03 SEC. E A DISTANCE OF  994.27 FEET TO A POINT;
THENCE S 31 DEG. 05 MIN. 44 SEC. E A DISTANCE OF 1038.66 FEET TO A POINT;
THENCE S 27 DEG. 34 MIN. 55 SEC. E A DISTANCE OF 1023.87 FEET TO A POINT;
THENCE S 27 DEG. 44 MIN. 49 SEC. E A DISTANCE OF  990.95 FEET TO A POINT;
THENCE S 27 DEG. 37 MIN. 33 SEC. E A DISTANCE OF  476.72 FEET TO A POINT;
THENCE S 88 DEG. 28 MIN. 18 SEC. E A DISTANCE OF  138.30 FEET TO A POINT;
THENCE S 27 DEG. 32 MIN. 07 SEC. E A DISTANCE OF  353.13 FEET TO A POINT;
THENCE S 15 DEG. 35 MIN. 08 SEC. W A DISTANCE OF  165.91 FEET TO A POINT;
THENCE S 25 DEG. 53 MIN. 57 SEC. E A DISTANCE OF 1027.72 FEET TO A POINT;
SAID POINT BEING S 22 DEG. 56 MIN. 25 SEC. E A DISTANCE OF  286.33 FEET
FROM "P.R.M." 51 83 B04 RM2.

THENCE S 25 DEG. 27 MIN. 48 SEC. E A DISTANCE OF  661.58 FEET TO A POINT;
THENCE S 89 DEG. 53 MIN. 35 SEC. E A DISTANCE OF  165.00 FEET TO A POINT;
THENCE S 26 DEG. 01 MIN. 09 SEC. E A DISTANCE OF  210.26 FEET TO A POINT;
THENCE S 24 DEG. 39 MIN. 34 SEC. E A DISTANCE OF  237.33 FEET TO A POINT;
THENCE S 34 DEG. 30 MIN. 48 SEC. W A DISTANCE OF  164.14 FEET TO A POINT;
THENCE S 26 DEG. 11 MIN. 30 SEC. E A DISTANCE OF  732.68 FEET TO A POINT;
THENCE S 25 DEG. 15 MIN. 31 SEC. E A DISTANCE OF  981.95 FEET TO A POINT;
THENCE S 24 DEG. 25 MIN. 42 SEC. E A DISTANCE OF  994.06 FEET TO A POINT;
THENCE S 23 DEG. 55 MIN. 49 SEC. E A DISTANCE OF  994.01 FEET TO A POINT;
THENCE S 17 DEG. 26 MIN. 39 SEC. E A DISTANCE OF  998.95 FEET TO A POINT;
THENCE S 17 DEG. 42 MIN. 09 SEC. E A DISTANCE OF  999.87 FEET TO A POINT;
THENCE S 19 DEG. 16 MIN. 22 SEC. E A DISTANCE OF  986.09 FEET TO A POINT;
THENCE S 16 DEG. 37 MIN. 42 SEC. E A DISTANCE OF 1011.36 FEET TO A POINT;
THENCE S 19 DEG. 34 MIN. 30 SEC. E A DISTANCE OF 1008.72 FEET TO A POINT;
THENCE S 27 DEG. 01 MIN. 20 SEC. E A DISTANCE OF 1004.91 FEET TO A POINT;
SAID POINT BEING N 30 DEG. 22 MIN. 48 SEC. E A DISTANCE OF  247.67 FEET
FROM "P.R.M." 51 83 B08.

THENCE S 31 DEG. 34 MIN. 09 SEC. E A DISTANCE OF 1036.29 FEET TO A POINT;
THENCE S 64 DEG. 59 MIN. 58 SEC. W TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE NORTHEASTERLY BANK OF SAINT JOSEPH BAY; SAID POINT BEING
THE SOUTHWESTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE ALONG
SAINT JOSEPH BAY; THENCE N 64 DEG. 59 MIN. 58 SEC. E TO THE AFOREMENTIONED
POINT; THENCE N 31 DEG. 34 MIN. 09 SEC. W A DISTANCE OF 1036.29 FEET TO A
POINT; SAID POINT BEING N 30 DEG. 22 MIN. 48 SEC. E A DISTANCE OF 247.67
FEET FROM "P.R.M." 51-83-B08.

RECOMMENCE AT "P.R.M." 51-83-B09, THENCE N 10 DEG. 31 MIN. 47 SEC. E A DISTANCE
OF 229.71 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE; THENCE
S 40 DEG. 00 MIN. 01 SEC. E TO THE POINT OF INTERSECTION WITH THE MEAN HIGH
WATER LINE OF THE SOUTHEASTERLY BANK OF CAPE SAN BLAS; THENCE
N 40 DEG. 00 MIN. 01 SEC. W TO THE AFORMENTIONED POINT; SAID POINT BEING
N 10 DEG. 31 MIN. 47 SEC. E A DISTANCE OF 229.71 FEET FROM "P.R.M." 51-83-B09.

THENCE S 54 DEG. 40 MIN. 06 SEC. W A DISTANCE OF 1581.22 FEET TO A POINT;
THENCE S 52 DEG. 12 MIN. 28 SEC. W A DISTANCE OF  907.33 FEET TO A POINT;
THENCE S 24 DEG. 33 MIN. 29 SEC. W A DISTANCE OF  703.79 FEET TO A POINT;
THENCE S 53 DEG. 24 MIN. 19 SEC. W A DISTANCE OF  534.87 FEET TO A POINT;
THENCE S 53 DEG. 13 MIN. 21 SEC. W A DISTANCE OF  984.80 FEET TO A POINT;
THENCE S 61 DEG. 20 MIN. 18 SEC. W A DISTANCE OF  989.00 FEET TO A POINT;
THENCE S 35 DEG. 27 MIN. 12 SEC. W A DISTANCE OF 1039.30 FEET TO A POINT;
THENCE S 33 DEG. 16 MIN. 13 SEC. W A DISTANCE OF 1044.47 FEET TO A POINT;
THENCE S 27 DEG. 00 MIN. 01 SEC. W A DISTANCE OF  889.32 FEET TO A POINT;
THENCE S 18 DEG. 19 MIN. 46 SEC. W A DISTANCE OF 1089.53 FEET TO A POINT;
THENCE S 13 DEG. 19 MIN. 34 SEC. W A DISTANCE OF 1058.18 FEET TO A POINT;
THENCE S 13 DEG. 45 MIN. 55 SEC. W A DISTANCE OF  978.67 FEET TO A POINT;
THENCE S 11 DEG. 16 MIN. 33 SEC. W A DISTANCE OF 1070.45 FEET TO A POINT;
THENCE S 11 DEG. 43 MIN. 07 SEC. W A DISTANCE OF  986.57 FEET TO A POINT;
THENCE S 03 DEG. 30 MIN. 50 SEC. W A DISTANCE OF  987.53 FEET TO A POINT;
THENCE S 08 DEG. 49 MIN. 46 SEC. W A DISTANCE OF 1067.62 FEET TO A POINT;
THENCE S 09 DEG. 00 MIN. 02 SEC. W A DISTANCE OF 1070.69 FEET TO A POINT;
THENCE S 02 DEG. 44 MIN. 38 SEC. W A DISTANCE OF  940.09 FEET TO A POINT;
THENCE S 02 DEG. 44 MIN. 14 SEC. W A DISTANCE OF 1026.18 FEET TO A POINT;
THENCE S 02 DEG. 56 MIN. 29 SEC. E A DISTANCE OF 1021.15 FEET TO A POINT;
THENCE S 02 DEG. 52 MIN. 44 SEC. E A DISTANCE OF 1032.09 FEET TO A POINT;
THENCE S 06 DEG. 27 MIN. 26 SEC. E A DISTANCE OF 1027.97 FEET TO A POINT;
THENCE S 04 DEG. 08 MIN. 18 SEC. E A DISTANCE OF  993.71 FEET TO A POINT;
THENCE S 05 DEG. 36 MIN. 04 SEC. E A DISTANCE OF 1053.65 FEET TO A POINT;
THENCE S 05 DEG. 45 MIN. 59 SEC. E A DISTANCE OF  988.96 FEET TO A POINT;
THENCE S 06 DEG. 26 MIN. 20 SEC. E A DISTANCE OF 1037.10 FEET TO A POINT;
THENCE S 08 DEG. 14 MIN. 09 SEC. E A DISTANCE OF 1071.69 FEET TO A POINT;
THENCE S 07 DEG. 36 MIN. 06 SEC. E A DISTANCE OF  956.43 FEET TO A POINT;
THENCE S 10 DEG. 18 MIN. 08 SEC. E A DISTANCE OF 1029.74 FEET TO A POINT;
THENCE S 10 DEG. 19 MIN. 12 SEC. E A DISTANCE OF 1056.51 FEET TO A POINT;
THENCE S 10 DEG. 06 MIN. 50 SEC. E A DISTANCE OF  978.05 FEET TO A POINT;
THENCE S 09 DEG. 53 MIN. 18 SEC. E A DISTANCE OF 1059.30 FEET TO A POINT;
THENCE S 10 DEG. 46 MIN. 01 SEC. E A DISTANCE OF 1092.25 FEET TO A POINT;
THENCE S 16 DEG. 09 MIN. 07 SEC. E A DISTANCE OF 1024.55 FEET TO A POINT;
THENCE S 16 DEG. 28 MIN. 48 SEC. E A DISTANCE OF 1080.05 FEET TO A POINT;
THENCE S 01 DEG. 22 MIN. 11 SEC. W A DISTANCE OF 1073.36 FEET TO A POINT;
THENCE S 07 DEG. 37 MIN. 13 SEC. E A DISTANCE OF 1043.97 FEET TO A POINT;
THENCE S 13 DEG. 08 MIN. 43 SEC. E A DISTANCE OF 1078.10 FEET TO A POINT;
THENCE S 13 DEG. 18 MIN. 26 SEC. E A DISTANCE OF 1093.98 FEET TO A POINT;
THENCE S 13 DEG. 17 MIN. 15 SEC. E A DISTANCE OF 1046.13 FEET TO A POINT;
SAID POINT BEING N 10 DEG. 48 MIN. 59 SEC. E A DISTANCE OF  112.85 FEET
FROM "P.R.M." 51 83 B20.

THENCE S 11 DEG. 57 MIN. 26 SEC. E A DISTANCE OF 1072.42 FEET TO A POINT;
THENCE S 15 DEG. 18 MIN. 46 SEC. E A DISTANCE OF 1067.16 FEET TO A POINT;
THENCE S 14 DEG. 52 MIN. 29 SEC. E A DISTANCE OF 1055.19 FEET TO A POINT;
SAID POINT BEING S 79 DEG. 11 MIN. 09 SEC. W A DISTANCE OF  175,19 FEET
FROM "P.R.M." 51 83 B21.

THENCE S 14 DEG. 42 MIN. 16 SEC. E A DISTANCE OF 1046.86 FEET TO A POINT;
THENCE S 14 DEG. 20 MIN. 53 SEC. E A DISTANCE OF 1059.77 FEET TO A POINT;
THENCE S 15 DEG. 52 MIN. 03 SEC. E A DISTANCE OF 1033.91 FEET TO A POINT;
THENCE S 14 DEG. 50 MIN. 17 SEC. E A DISTANCE OF 1058.63 FEET TO A POINT;
THENCE S 12 DEG. 26 MIN. 44 SEC. E A DISTANCE OF  600.01 FEET TO A POINT;
SAID POINT BEING S 72 DEG. 43 MIN. 31 SEC. W A DISTANCE OF  1267.32 FEET
FROM "P.R.M." 51 83 B23 AZ MK.

THENCE S 12 DEG. 26 MIN. 41 SEC. E A DISTANCE OF  451.44 FEET TO A POINT;
THENCE S 11 DEG. 55 MIN. 05 SEC. E A DISTANCE OF 1030.69 FEET TO A POINT;
THENCE S 17 DEG. 46 MIN. 44 SEC. E A DISTANCE OF 1044.20 FEET TO A POINT;
THENCE S 19 DEG. 26 MIN. 02 SEC. E A DISTANCE OF 1054.92 FEET TO A POINT;
THENCE S 19 DEG. 26 MIN. 31 SEC. E A DISTANCE OF  788.27 FEET TO A POINT;
THENCE S 19 DEG. 15 MIN. 17 SEC. E A DISTANCE OF 1195.46 FEET TO A POINT;
THENCE S 18 DEG. 16 MIN. 13 SEC. E A DISTANCE OF  998.30 FEET TO A POINT;
THENCE S 18 DEG. 43 MIN. 09 SEC. E A DISTANCE OF  700.00 FEET TO A POINT;
THENCE S 18 DEG. 43 MIN. 09 SEC. E A DISTANCE OF  353.51 FEET TO A POINT;
SAID POINT BEING S 43 DEG. 31 MIN. 47 SEC. W A DISTANCE OF  431.03 FEET
FROM "P.R.M." 51 83 B25.

THENCE S 21 DEG. 34 MIN. 02 SEC. E A DISTANCE OF 1002.42 FEET TO A POINT;
THENCE S 21 DEG. 28 MIN. 18 SEC. E A DISTANCE OF 1034.28 FEET TO A POINT;
THENCE S 19 DEG. 04 MIN. 28 SEC. E A DISTANCE OF 1028.91 FEET TO A POINT;
THENCE S 22 DEG. 02 MIN. 51 SEC. E A DISTANCE OF 1034.05 FEET TO A POINT;
SAID POINT BEING N 79 DEG. 43 MIN. 01 SEC. W A DISTANCE OF  610.35 FEET
FROM "P.R.M." 51 83 B26.

THENCE S 21 DEG. 55 MIN. 42 SEC. E A DISTANCE OF 1018.99 FEET TO A POINT;
THENCE S 21 DEG. 22 MIN. 57 SEC. E A DISTANCE OF 1023.82 FEET TO A POINT;
THENCE S 21 DEG. 28 MIN. 44 SEC. E A DISTANCE OF  994.50 FEET TO A POINT;
THENCE S 22 DEG. 08 MIN. 47 SEC. E A DISTANCE OF 1019.65 FEET TO A POINT;
THENCE S 22 DEG. 10 MIN. 56 SEC. E A DISTANCE OF 1064.66 FEET TO A POINT;
THENCE S 22 DEG. 39 MIN. 03 SEC. E A DISTANCE OF 1044.81 FEET TO A POINT;
THENCE S 22 DEG. 24 MIN. 37 SEC. E A DISTANCE OF  988.25 FEET TO A POINT;
SAID POINT BEING S 28 DEG. 14 MIN. 41 SEC. W A DISTANCE OF  666.05 FEET
FROM "P.R.M." 51 83 B28.

THENCE S 27 DEG. 53 MIN. 39 SEC. E A DISTANCE OF  996.17 FEET TO A POINT;
THENCE S 25 DEG. 52 MIN. 23 SEC. E A DISTANCE OF 1010.77 FEET TO A POINT;
THENCE S 26 DEG. 18 MIN. 08 SEC. E A DISTANCE OF  925.35 FEET TO A POINT;
THENCE S 27 DEG. 31 MIN. 15 SEC. E A DISTANCE OF 1018.45 FEET TO A POINT;
THENCE S 20 DEG. 30 MIN. 52 SEC. E A DISTANCE OF  937.70 FEET TO A POINT;
THENCE S 42 DEG. 09 MIN. 28 SEC. E A DISTANCE OF 1028.52 FEET TO A POINT;
THENCE S 42 DEG. 00 MIN. 26 SEC. E A DISTANCE OF 1150.05 FEET TO A POINT;
SAID POINT BEING S 37 DEG. 14 MIN. 48 SEC. E A DISTANCE OF  396.36 FEET
FROM "P.R.M." 51 83 B30.

THENCE S 35 DEG. 10 MIN. 12 SEC. E A DISTANCE OF 1020.98 FEET TO A POINT;
THENCE S 35 DEG. 25 MIN. 39 SEC. E A DISTANCE OF 1033.50 FEET TO A POINT;
THENCE S 35 DEG. 34 MIN. 53 SEC. E A DISTANCE OF 1024.06 FEET TO A POINT;
SAID POINT BEING S 88 DEG. 18 MIN. 16 SEC. E A DISTANCE OF  727.84 FEET
FROM "P.R.M."51 02 C02G DOT.

THENCE S 58 DEG. 47 MIN. 23 SEC. E A DISTANCE OF 1266.61 FEET TO A POINT;
THENCE S 40 DEG. 38 MIN. 40 SEC. E A DISTANCE OF 3740.79 FEET TO A POINT;
THENCE N 24 DEG. 29 MIN. 02 SEC. E A DISTANCE OF 1186.25 FEET TO A POINT;
THENCE N 41 DEG. 40 MIN. 55 SEC. E A DISTANCE OF 1167.30 FEET TO A POINT;
THENCE N 57 DEG. 34 MIN. 11 SEC. E A DISTANCE OF  909.41 FEET TO A POINT;
SAID POINT BEING S 57 DEG. 47 MIN. 46 SEC. E A DISTANCE OF  893.26 FEET
FROM "P.R.M." C 339 1977.

THENCE N 59 DEG. 17 MIN. 34 SEC. E A DISTANCE OF 1034.58 FEET TO A POINT;
THENCE N 59 DEG. 08 MIN. 27 SEC. E A DISTANCE OF 1048.60 FEET TO A POINT;
THENCE N 67 DEG. 01 MIN. 55 SEC. E A DISTANCE OF  998.69 FEET TO A POINT;
THENCE N 66 DEG. 51 MIN. 51 SEC. E A DISTANCE OF 1037.81 FEET TO A POINT;
THENCE N 71 DEG. 48 MIN. 28 SEC. E A DISTANCE OF 1125.10 FEET TO A POINT;
THENCE N 71 DEG. 43 MIN. 07 SEC. E A DISTANCE OF  939.46 FEET TO A POINT;
THENCE N 74 DEG. 20 MIN. 14 SEC. E A DISTANCE OF  996.93 FEET TO A POINT;
SAID POINT BEING S 43 DEG. 25 MIN. 22 SEC. E A DISTANCE OF  984.90 FEET
FROM "P.R.M." 51 83 B34-2.

THENCE N 77 DEG. 33 MIN. 57 SEC. E A DISTANCE OF 1098.25 FEET TO A POINT;
THENCE N 77 DEG. 38 MIN. 33 SEC. E A DISTANCE OF 1068.63 FEET TO A POINT;
THENCE N 81 DEG. 25 MIN. 41 SEC. E A DISTANCE OF 1010.52 FEET TO A POINT;
THENCE N 81 DEG. 49 MIN. 55 SEC. E A DISTANCE OF  450.00 FEET TO A POINT;
THENCE N 81 DEG. 49 MIN. 52 SEC. E A DISTANCE OF  617.52 FEET TO A POINT;
THENCE N 83 DEG. 38 MIN. 14 SEC. E A DISTANCE OF 1017.17 FEET TO A POINT;
THENCE N 83 DEG. 56 MIN. 22 SEC. E A DISTANCE OF 1028.55 FEET TO A POINT;
SAID POINT BEING S 40 DEG. 10 MIN. 50 SEC. E A DISTANCE OF  233.90 FEET
FROM "P.R.M." 51 83 B35C.

THENCE N 85 DEG. 55 MIN. 41 SEC. E A DISTANCE OF  993.02 FEET TO A POINT;
SAID POINT BEING S 00 DEG. 56 MIN. 36 SEC. E A DISTANCE OF  386.79 FEET
FROM "P.R.M." 51 83 B36.

THENCE N 84 DEG. 57 MIN. 16 SEC. E A DISTANCE OF 1057.61 FEET TO A POINT;
THENCE N 89 DEG. 59 MIN. 58 SEC. E A DISTANCE OF  986.01 FEET TO A POINT;
THENCE S 88 DEG. 49 MIN. 10 SEC. E A DISTANCE OF 1018.73 FEET TO A POINT;
THENCE S 88 DEG. 35 MIN. 54 SEC. E A DISTANCE OF  500.01 FEET TO A POINT;
THENCE S 88 DEG. 35 MIN. 54 SEC. E A DISTANCE OF  460.29 FEET TO A POINT;
THENCE S 88 DEG. 23 MIN. 15 SEC. E A DISTANCE OF 1047.93 FEET TO A POINT;
THENCE S 88 DEG. 08 MIN. 18 SEC. E A DISTANCE OF 1061.57 FEET TO A POINT;
SAID POINT BEING N 28 DEG. 59 MIN. 16 SEC. E A DISTANCE OF  206.93 FEET
FROM "P.R.M." 51 93 B39 AZ MK.

THENCE S 86 DEG. 15 MIN. 18 SEC. E A DISTANCE OF  400.00 FEET TO A POINT;
SAID POINT BEING S 23 DEG. 03 MIN. 56 SEC. E A DISTANCE OF  161.29 FEET
FROM "P.R.M." G 339 1977.


THENCE S 86 DEG. 15 MIN. 17 SEC  E A DISTANCE OF  549.04 FEET TO A POINT;
THENCE S 85 DEG. 20 MIN. 46 SEC. E A DISTANCE OF 1105.89 FEET TO A POINT;
THENCE S 81 DEG. 51 MIN. 37 SEC. E A DISTANCE OF  986.73 FEET TO A POINT;
THENCE S 82 DEG. 39 MIN. 40 SEC. E A DISTANCE OF 1037.50 FEET TO A POINT;
SAID POINT BEING N 54 DEG. 42 MIN. 48 SEC. E A DISTANCE OF  357.50 FEET
FROM "P.R.M." 51 93 B39.

THENCE S 80 DEG. 44 MIN. 04 SEC. E A DISTANCE OF  912.92 FEET TO A POINT;
THENCE S 79 DEG. 14 MIN. 56 SEC. E A DISTANCE OF 1108.44 FEET TO A POINT;
THENCE S 77 DEG. 21 MIN. 49 SEC. E A DISTANCE OF 1038.74 FEET TO A POINT;
THENCE S 78 DEG. 51 MIN. 59 SEC. E A DISTANCE OF  983.03 FEET TO A POINT;
SAID POINT BEING N 31 DEG. 01 MIN. 58 SEC. W A DISTANCE OF   79.59 FEET
FROM "P.R.M." 51 93 B40.

THENCE S 76 DEG. 18 MIN. 12 SEC. E A DISTANCE OF 1062.18 FEET TO A POINT;
THENCE S 74 DEG. 13 MIN. 50 SEC. E A DISTANCE OF 1130.85 FEET TO A POINT;
THENCE S 73 DEG. 38 MIN. 52 SEC. E A DISTANCE OF 1011.67 FEET TO A POINT;
SAID POINT BEING S 58 DEG. 27 MIN. 22 SEC. E A DISTANCE OF  224.00 FEET
FROM "P.R.M." 51 93 B41.

THENCE S 70 DEG. 15 MIN. 22 SEC. E A DISTANCE OF 1055.87 FEET TO A POINT;
THENCE S 86 DEG. 17 MIN. 30 SEC. E A DISTANCE OF  994.44 FEET TO A POINT;
THENCE N 87 DEG. 37 MIN. 51 SEC. E A DISTANCE OF  822.79 FEET TO A POINT;
THENCE N 82 DEG. 51 MIN. 30 SEC. E A DISTANCE OF 1046.39 FEET TO A POINT;
THENCE N 86 DEG. 14 MIN. 09 SEC. E A DISTANCE OF  797.72 FEET TO A POINT;
THENCE N 72 DEG. 03 MIN. 16 SEC. E A DISTANCE OF  978.11 FEET TO A POINT;
THENCE N 52 DEG. 02 MIN. 04 SEC. E A DISTANCE OF  919.25 FEET TO A POINT;
THENCE N 52 DEG. 31 MIN. 43 SEC. E A DISTANCE OF  895.95 FEET TO A POINT;
SAID POINT BEING S 75 DEG. 09 MIN. 27 SEC. E A DISTANCE OF  162.11 FEET
FROM "P.R.M." 51 93 B43.

THENCE N 52 DEG. 38 MIN. 32 SEC. E A DISTANCE OF  781.57 FEET TO A POINT;
SAID POINT BEING N 08 DEG. 52 MIN. 08 SEC. E A DISTANCE OF  462.32 FEET
FROM "P.R.M." 51 07 B44 RM1-2.

THENCE N 52 DEG. 38 MIN. 32 SEC. E TO THE POINT OF INTERSECTION WITH THE MEAN
HIGH WATER LINE OF THE SOUTHWESTERLY BANK OF INDIAN PASS; SAID POINT BEING THE
NORTHEASTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR GULF
COUNTY; THENCE S 52 DEG. 38 MIN. 33 SEC. W TO THE AFOREMENTIONED POINT; SAID
POINT BEING N 08 DEG. 52 MIN. 08 SEC. E A DISTANCE OF 462.32 FEET FROM "P.R.M."
51-07-B44 RM1-2.

*************************************************************************
THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN GULF
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(CORS)(EPOCH:2002.0000)


                      NORTH AMERICAN 1983 DATUM
                      FLORIDA LAMBERT NORTH ZONE

STATION                               Y                     X
________________________________    _________           _________
PENSACOLA CORS ARP (PCLA)           544237.64           1121294.07
PANAMA CORS ARP (PNCY)              439997.94           1596331.17
APALACHICOLA CORS ARP (MRKB)        262853.09           1801473.13
TALLAHASSEE CORS ARP  (TALH)        507908.04           2013949.04   



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

STATION                       Y                    X
_________                 _________            __________
	          
46 76 A04     	          340151.29             1684451.99
46 76 A01                 332942.41             1691044.95
51 83 B01 RM1             330666.41             1693026.61
51 83 B02 RM1             328202.78             1694928.93
51 83 B04 RM2             322448.21             1698279.46
51 83 B08                 311823.15             1702383.10
51 83 B09                 318587.42             1685616.31
51 83 B20                 281077.17             1681219.86
51 83 B21                 278122.63             1682188.01
51 83 B23 AZ MK           273823.05             1684437.52
51 83 B25                 266503.00             1685811.91
51 83 B26                 262255.95             1687587.07
51 83 B28                 256319.48             1689985.15
51 83 B30                 250030.38             1693006.39
51 02 C02G                247226.78             1694301.81
C 339 1977                246625.65             1699828.86
E 339 1977                249663.41             1706463.63
51 83 B34-2	          249643.67             1706492.03
51 83 B35                 250044.00             1710658.49
51 83 B35C                250095.83             1713525.92
51 83 B36                 250374.39             1714359.16
51 93 B39 AZ MK           249791.21             1720391.82
G 339 1977                250094.48             1720954.44
51 83 B39                 249341.75             1724255.33
51 83 B40                 248709.24             1728556.28
51 83 B41                 248050.96             1731415.37
51 83 B43                 249182.70             1738458.40
51 07 B44 RM1-2           249158.63             1739165.07
				           


I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES
IN GULF COUNTY, FLORIDA, LYING ALONG THE GULF OF MEXICO OF SAID COUNTY,
AS APPROVED BY THE PROGRAM ADMINISTRATOR OF THE BUREAU OF BEACHES AND COASTAL 
SYSTEMS, FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ON THE _____ OF
____________, 2009.

________________________________________
BY: GENE CHALECKI
PROGRAM ADMINISTRATOR, BUREAU OF BEACHES AND COASTAL SYSTEMS
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION.




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

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

2.)   THIS CONTROL SURVEY CERTIFIES THE LOCATIONS OF THE COASTAL CONSTRUCTION
      CONTROL LINE IN GULF 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 ON MAY 10,2008, 
      USING SIX ASHTECH Z-EXTREME G.P.S. RECEIVERS.
      POST PROCESSING SOFTWARE USED: GNSS SOLUTIONS VERSION 3.10,01 
      LEAST SQUARE GEODETIC ADJUSTMENT SOFTWARE USED: GNSS SOLUTIONS 
      VERSION 3.10.01.

4.)   PROCEDURES 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 (CORS)(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.


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