THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OF THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR WALTON 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 WALTON
COUNTY.


RECORDED: 08/26/2009, INST.# 1090452
IN  OR BOOK 2824 PAGES 1933 THROUGH 1946 AND
OFFICAL MAP: "CCCL BOOK 1, PAGES 10 THROUGH 18", 
IN THE PUBLIC RECORDS OF WALTON COUNTY, FLORIDA.


                      METES AND BOUNDS DESCRIPTION
                   COASTAL CONSTRUCTION CONTROL LINE
                         WALTON 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 GULF OF MEXICO COAST FROM OKALOOSA-WALTON
COUNTY LINE EASTERLY TO ITS TERMINUS AT THE INTERSECTION WITH THE
WALTON-BAY 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-A03","60-76-A05","60-94-DA03","W629 2004",
"60-76-A12 THROUGH 60-76-A14","60-94-A15 AZIMUTH MARK","HIGH 1872 1935",
"60-94-A19 AZIMUTH MARK","60-76-A19","60-94-DA08","60-76-A24", "60-94-DA09
AZIMUTH MARK","60-94-DA09","60-94-DA10","60-94-DA14","60-76-A30",
"60-76-A37","R-0-B-T 1979".

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."60-76-A03; THENCE N 61 DEG. 35 MIN. 29 SEC. W A DISTANCE
OF 195.09 FEET TO THE POINT OF BEGINNING; THENCE N 86 DEG. 38 MIN. 12 SEC. W
TO THE POINT OF INTERSECTION WITH THE WALTON AND OKALOOSA COUNTY LINE,
SAID LINE BEING THE WESTERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL
LINE FOR WALTON COUNTY; THENCE RETURN ALONG THE SAME COURSE TO THE
POINT OF BEGINNING; SAID POINT BEING N 61 DEG. 35 MIN. 29 SEC. W A DISTANCE
195.09 FEET FROM P.R.M. 60-76-A03.

THENCE S 81 DEG. 32 MIN. 46 SEC. E A DISTANCE OF 1139.43 FEET TO A POINT;
THENCE S 81 DEG. 25 MIN. 05 SEC. E A DISTANCE OF  954.02 FEET TO A POINT;
THENCE S 81 DEG. 13 MIN. 28 SEC. E A DISTANCE OF 1187.85 FEET TO A POINT;
THENCE S 81 DEG. 17 MIN. 14 SEC. E A DISTANCE OF  913.74 FEET TO A POINT;
THENCE S 80 DEG. 14 MIN. 57 SEC. E A DISTANCE OF 1156.37 FEET TO A POINT;
THENCE S 79 DEG. 21 MIN. 14 SEC. E A DISTANCE OF  930.79 FEET TO A POINT;
THENCE S 79 DEG. 39 MIN. 46 SEC. E A DISTANCE OF 2155.38 FEET TO A POINT;
THENCE S 78 DEG. 47 MIN. 24 SEC. E A DISTANCE OF  944.76 FEET TO A POINT;
THENCE S 79 DEG. 44 MIN. 41 SEC. E A DISTANCE OF  986.57 FEET TO A POINT;
THENCE S 79 DEG. 34 MIN. 32 SEC. E A DISTANCE OF 1053.17 FEET TO A POINT;
SAID POINT BEING S 74 DEG. 10 MIN. 55 SEC. E A DISTANCE OF  341.46 FEET
FROM "P.R.M." 60 76 A05.

THENCE S 79 DEG. 02 MIN. 06 SEC. E A DISTANCE OF 1015.54 FEET TO A POINT;
THENCE S 79 DEG. 21 MIN. 23 SEC. E A DISTANCE OF 1038.57 FEET TO A POINT;
THENCE S 79 DEG. 18 MIN. 01 SEC. E A DISTANCE OF 1010.81 FEET TO A POINT;
THENCE S 79 DEG. 15 MIN. 18 SEC. E A DISTANCE OF  983.50 FEET TO A POINT;
THENCE S 78 DEG. 58 MIN. 33 SEC. E A DISTANCE OF 1095.04 FEET TO A POINT;
SAID POINT BEING S 87 DEG. 39 MIN. 37 SEC. W A DISTANCE OF  386.40 FEET
FROM "P.R.M." 60 94 DA03.

THENCE S 78 DEG. 43 MIN. 41 SEC. E A DISTANCE OF 1153.02 FEET TO A POINT;
THENCE S 78 DEG. 18 MIN. 43 SEC. E A DISTANCE OF 1128.69 FEET TO A POINT;
THENCE S 78 DEG. 02 MIN. 19 SEC. E A DISTANCE OF  958.15 FEET TO A POINT;
THENCE S 78 DEG. 13 MIN. 13 SEC. E A DISTANCE OF  946.70 FEET TO A POINT;
THENCE S 76 DEG. 12 MIN. 54 SEC. E A DISTANCE OF  970.38 FEET TO A POINT;
THENCE S 78 DEG. 08 MIN. 48 SEC. E A DISTANCE OF 1085.57 FEET TO A POINT;
THENCE S 77 DEG. 15 MIN. 36 SEC. E A DISTANCE OF 1079.30 FEET TO A POINT;
THENCE S 77 DEG. 32 MIN. 57 SEC. E A DISTANCE OF  989.93 FEET TO A POINT;
THENCE S 77 DEG. 04 MIN. 45 SEC. E A DISTANCE OF  987.68 FEET TO A POINT;
THENCE S 82 DEG. 29 MIN. 35 SEC. E A DISTANCE OF  907.33 FEET TO A POINT;
THENCE S 75 DEG. 56 MIN. 05 SEC. E A DISTANCE OF 1277.03 FEET TO A POINT;
THENCE S 71 DEG. 31 MIN. 50 SEC. E A DISTANCE OF  855.29 FEET TO A POINT;
THENCE S 76 DEG. 03 MIN. 06 SEC. E A DISTANCE OF 1069.79 FEET TO A POINT;
THENCE S 76 DEG. 23 MIN. 09 SEC. E A DISTANCE OF  780.59 FEET TO A POINT;
THENCE N 68 DEG. 46 MIN. 43 SEC. E A DISTANCE OF  225.80 FEET TO A POINT;
THENCE S 74 DEG. 01 MIN. 36 SEC. E A DISTANCE OF  213.49 FEET TO A POINT;
THENCE S 43 DEG. 14 MIN. 52 SEC. E A DISTANCE OF  209.09 FEET TO A POINT;
SAID POINT BEING S 17 DEG. 23 MIN. 05 SEC. W A DISTANCE OF  580.23 FEET
FROM  "P.R.M." W629 2004.

THENCE S 74 DEG. 20 MIN. 55 SEC. E A DISTANCE OF  660.57 FEET TO A POINT;
THENCE S 74 DEG. 46 MIN. 15 SEC. E A DISTANCE OF 1052.67 FEET TO A POINT;
THENCE S 74 DEG. 01 MIN. 40 SEC. E A DISTANCE OF 1004.82 FEET TO A POINT;
THENCE S 74 DEG. 59 MIN. 32 SEC. E A DISTANCE OF 1072.12 FEET TO A POINT;
THENCE S 76 DEG. 39 MIN. 10 SEC. E A DISTANCE OF  986.36 FEET TO A POINT;
THENCE S 73 DEG. 55 MIN. 10 SEC. E A DISTANCE OF  985.37 FEET TO A POINT;
THENCE S 73 DEG. 44 MIN. 33 SEC. E A DISTANCE OF 1034.25 FEET TO A POINT;
THENCE S 72 DEG. 13 MIN. 56 SEC. E A DISTANCE OF  990.24 FEET TO A POINT;
THENCE S 74 DEG. 19 MIN. 59 SEC. E A DISTANCE OF 1010.43 FEET TO A POINT;
THENCE S 73 DEG. 16 MIN. 28 SEC. E A DISTANCE OF 1029.91 FEET TO A POINT;
THENCE S 74 DEG. 35 MIN. 30 SEC. E A DISTANCE OF  947.67 FEET TO A POINT;
THENCE S 74 DEG. 32 MIN. 47 SEC. E A DISTANCE OF  681.15 FEET TO A POINT;
THENCE N 27 DEG. 04 MIN. 34 SEC. E A DISTANCE OF  229.22 FEET TO A POINT;
THENCE S 64 DEG. 20 MIN. 50 SEC. E A DISTANCE OF  281.50 FEET TO A POINT;
THENCE S 10 DEG. 27 MIN. 53 SEC. E A DISTANCE OF  223.07 FEET TO A POINT;
THENCE S 70 DEG. 33 MIN. 15 SEC. E A DISTANCE OF   76.84 FEET TO A POINT;
THENCE S 72 DEG. 20 MIN. 21 SEC. E A DISTANCE OF  974.77 FEET TO A POINT;
SAID POINT BEING S 56 DEG. 20 MIN. 07 SEC. W A DISTANCE OF  178.50 FEET
FROM "P.R.M." 60 76 A12.

THENCE S 72 DEG. 58 MIN. 37 SEC. E A DISTANCE OF 1056.76 FEET TO A POINT;
THENCE S 73 DEG. 47 MIN. 47 SEC. E A DISTANCE OF 1037.21 FEET TO A POINT;
THENCE S 72 DEG. 53 MIN. 16 SEC. E A DISTANCE OF 1006.78 FEET TO A POINT;
THENCE S 72 DEG. 48 MIN. 05 SEC. E A DISTANCE OF  628.51 FEET TO A POINT;
THENCE N 15 DEG. 52 MIN. 13 SEC. E A DISTANCE OF   31.63 FEET TO A POINT;
THENCE S 72 DEG. 03 MIN. 08 SEC. E A DISTANCE OF  607.04 FEET TO A POINT;
THENCE S 71 DEG. 55 MIN. 15 SEC. E A DISTANCE OF  314.79 FEET TO A POINT;
THENCE S 17 DEG. 15 MIN. 10 SEC. W A DISTANCE OF   69.10 FEET TO A POINT;
SAID POINT BEING N 86 DEG. 42 MIN. 28 SEC. W A DISTANCE OF  361.85 FEET
FROM "P.R.M." 60 76 A13.

THENCE S 70 DEG. 20 MIN. 26 SEC. E A DISTANCE OF  816.77 FEET TO A POINT;
THENCE S 70 DEG. 06 MIN. 32 SEC. E A DISTANCE OF 1129.60 FEET TO A POINT;
THENCE S 71 DEG. 47 MIN. 27 SEC. E A DISTANCE OF 1080.10 FEET TO A POINT;
THENCE S 69 DEG. 42 MIN. 01 SEC. E A DISTANCE OF 1088.08 FEET TO A POINT;
SAID POINT BEING S 37 DEG. 04 MIN. 57 SEC. E A DISTANCE OF  388.29 FEET
FROM "P.R.M." 60 76 A14.

THENCE S 70 DEG. 40 MIN. 51 SEC. E A DISTANCE OF 1024.86 FEET TO A POINT;
THENCE S 70 DEG. 32 MIN. 38 SEC. E A DISTANCE OF 1043.29 FEET TO A POINT;
THENCE S 72 DEG. 44 MIN. 04 SEC. E A DISTANCE OF  971.17 FEET TO A POINT;
THENCE S 68 DEG. 40 MIN. 22 SEC. E A DISTANCE OF 1022.07 FEET TO A POINT;
THENCE S 70 DEG. 21 MIN. 20 SEC. E A DISTANCE OF  727.96 FEET TO A POINT;
THENCE N 84 DEG. 33 MIN. 57 SEC. E A DISTANCE OF  328.47 FEET TO A POINT;
SAID POINT BEING S 00 DEG. 20 MIN. 57 SEC. W A DISTANCE OF  186.06 FEET
FROM "P.R.M." 60 94 A15 AZIMUTH MARK.

THENCE S 69 DEG. 59 MIN. 00 SEC. E A DISTANCE OF  643.41 FEET TO A POINT;
THENCE S 21 DEG. 37 MIN. 41 SEC. E A DISTANCE OF  236.66 FEET TO A POINT;
THENCE S 67 DEG. 52 MIN. 11 SEC. E A DISTANCE OF  287.13 FEET TO A POINT;
THENCE S 69 DEG. 50 MIN. 08 SEC. E A DISTANCE OF 1007.98 FEET TO A POINT;
THENCE S 69 DEG. 57 MIN. 36 SEC. E A DISTANCE OF 1037.50 FEET TO A POINT;
THENCE S 72 DEG. 14 MIN. 07 SEC. E A DISTANCE OF 1041.68 FEET TO A POINT;
SAID POINT BEING S 81 DEG. 22 MIN. 05 SEC. W A DISTANCE OF  384.90 FEET
FROM "P.R.M." HIGH 1872 1935.

THENCE S 72 DEG. 43 MIN. 38 SEC. E A DISTANCE OF 1030.34 FEET TO A POINT;
THENCE S 72 DEG. 24 MIN. 11 SEC. E A DISTANCE OF 1022.94 FEET TO A POINT;
THENCE S 71 DEG. 34 MIN. 50 SEC. E A DISTANCE OF 1035.37 FEET TO A POINT;
THENCE S 73 DEG. 02 MIN. 32 SEC. E A DISTANCE OF  944.54 FEET TO A POINT;
THENCE S 63 DEG. 53 MIN. 38 SEC. E A DISTANCE OF  204.55 FEET TO A POINT;
THENCE N 77 DEG. 06 MIN. 32 SEC. E A DISTANCE OF  522.91 FEET TO A POINT;
THENCE S 84 DEG. 03 MIN. 18 SEC. E A DISTANCE OF  578.86 FEET TO A POINT;
THENCE S 22 DEG. 53 MIN. 55 SEC. E A DISTANCE OF  187.64 FEET TO A POINT;
THENCE S 66 DEG. 19 MIN. 53 SEC. E A DISTANCE OF  833.43 FEET TO A POINT;
THENCE S 49 DEG. 26 MIN. 43 SEC. E A DISTANCE OF  160.49 FEET TO A POINT;
THENCE S 07 DEG. 47 MIN. 06 SEC. W A DISTANCE OF  129.12 FEET TO A POINT;
THENCE S 70 DEG. 50 MIN. 44 SEC. E A DISTANCE OF  930.49 FEET TO A POINT;
THENCE S 70 DEG. 33 MIN. 24 SEC. E A DISTANCE OF 1056.39 FEET TO A POINT;
THENCE S 72 DEG. 46 MIN. 18 SEC. E A DISTANCE OF 1099.87 FEET TO A POINT;
THENCE S 89 DEG. 40 MIN. 08 SEC. E A DISTANCE OF  627.63 FEET TO A POINT;
THENCE S 68 DEG. 45 MIN. 43 SEC. E A DISTANCE OF  476.40 FEET TO A POINT;
THENCE S 68 DEG. 34 MIN. 38 SEC. E A DISTANCE OF  883.23 FEET TO A POINT;
THENCE S 68 DEG. 27 MIN. 50 SEC. E A DISTANCE OF  630.00 FEET TO A POINT;
THENCE S 14 DEG. 41 MIN. 02 SEC. W A DISTANCE OF  214.94 FEET TO A POINT;
THENCE S 85 DEG. 59 MIN. 22 SEC. E A DISTANCE OF  432.10 FEET TO A POINT;
THENCE S 86 DEG. 20 MIN. 56 SEC. E A DISTANCE OF  956.62 FEET TO A POINT;
THENCE S 86 DEG. 36 MIN. 09 SEC. E A DISTANCE OF  463.56 FEET TO A POINT;
THENCE S 39 DEG. 25 MIN. 21 SEC. E A DISTANCE OF 1008.29 FEET TO A POINT;
THENCE S 81 DEG. 26 MIN. 41 SEC. E A DISTANCE OF  804.55 FEET TO A POINT;
SAID POINT BEING N 81 DEG. 05 MIN. 40 SEC. W A DISTANCE OF  254.85 FEET
FROM "P.R.M." 60 94 A19 AZIMUTH MARK.

THENCE S 71 DEG. 54 MIN. 30 SEC. E A DISTANCE OF  996.26 FEET TO A POINT;
THENCE S 59 DEG. 58 MIN. 21 SEC. E A DISTANCE OF 1130.40 FEET TO A POINT;
SAID POINT BEING N 63 DEG. 25 MIN. 47 SEC. W A DISTANCE OF  261.00 FEET
FROM "P.R.M." 60 76 A19.

THENCE S 69 DEG. 40 MIN. 50 SEC. E A DISTANCE OF 1004.88 FEET TO A POINT;
THENCE S 70 DEG. 08 MIN. 13 SEC. E A DISTANCE OF 1015.23 FEET TO A POINT;
THENCE S 69 DEG. 33 MIN. 08 SEC. E A DISTANCE OF  969.34 FEET TO A POINT;
THENCE S 69 DEG. 37 MIN. 34 SEC. E A DISTANCE OF 1036.12 FEET TO A POINT;
THENCE S 70 DEG. 16 MIN. 37 SEC. E A DISTANCE OF 1042.24 FEET TO A POINT;
THENCE S 69 DEG. 04 MIN. 05 SEC. E A DISTANCE OF 1013.20 FEET TO A POINT;
THENCE S 69 DEG. 53 MIN. 10 SEC. E A DISTANCE OF  997.25 FEET TO A POINT;
THENCE S 68 DEG. 21 MIN. 58 SEC. E A DISTANCE OF 1123.49 FEET TO A POINT;
SAID POINT BEING N 83 DEG. 48 MIN. 21 SEC. W A DISTANCE OF  545.38 FEET
FROM "P.R.M." 60 94 DA08.

THENCE S 70 DEG. 00 MIN. 41 SEC. E A DISTANCE OF  951.72 FEET TO A POINT;
THENCE S 68 DEG. 36 MIN. 35 SEC. E A DISTANCE OF 1028.97 FEET TO A POINT;
THENCE S 69 DEG. 41 MIN. 01 SEC. E A DISTANCE OF 1020.22 FEET TO A POINT;
THENCE S 69 DEG. 48 MIN. 02 SEC. E A DISTANCE OF 1001.87 FEET TO A POINT;
THENCE S 69 DEG. 47 MIN. 04 SEC. E A DISTANCE OF 1029.68 FEET TO A POINT;
THENCE S 69 DEG. 45 MIN. 14 SEC. E A DISTANCE OF 1016.97 FEET TO A POINT;
THENCE S 70 DEG. 37 MIN. 22 SEC. E A DISTANCE OF  998.98 FEET TO A POINT;
THENCE S 69 DEG. 08 MIN. 34 SEC. E A DISTANCE OF  999.24 FEET TO A POINT;
THENCE S 68 DEG. 54 MIN. 09 SEC. E A DISTANCE OF 1017.83 FEET TO A POINT;
SAID POINT BEING S 16 DEG. 55 MIN. 32 SEC. E A DISTANCE OF  499.16 FEET
FROM "P.R.M." 60 76 A24.

THENCE S 70 DEG. 27 MIN. 06 SEC. E A DISTANCE OF  825.65 FEET TO A POINT;
THENCE N 82 DEG. 08 MIN. 40 SEC. E A DISTANCE OF  514.31 FEET TO A POINT;
THENCE S 54 DEG. 57 MIN. 58 SEC. E A DISTANCE OF  934.31 FEET TO A POINT;
SAID POINT BEING S 58 DEG. 12 MIN. 05 SEC. W A DISTANCE OF  921.80 FEET
FROM "P.R.M." 60 94 DA09 AZIMUTH MARK.

THENCE S 66 DEG. 48 MIN. 13 SEC. E A DISTANCE OF  926.25 FEET TO A POINT;
SAID POINT BEING S 43 DEG. 15 MIN. 27 SEC. E A DISTANCE OF  122.95 FEET
FROM "P.R.M." 60 94 DA09.

THENCE S 68 DEG. 09 MIN. 03 SEC. E A DISTANCE OF  938.27 FEET TO A POINT;
THENCE S 68 DEG. 41 MIN. 09 SEC. E A DISTANCE OF 1059.14 FEET TO A POINT;
SAID POINT BEING S 09 DEG. 56 MIN. 10 SEC. E A DISTANCE OF  182.71 FEET
FROM "P.R.M." 60 94 DA10.

THENCE N 86 DEG. 41 MIN. 15 SEC. E A DISTANCE OF  850.99 FEET TO A POINT;
THENCE S 50 DEG. 22 MIN. 51 SEC. E A DISTANCE OF  326.76 FEET TO A POINT;
THENCE S 50 DEG. 35 MIN. 58 SEC. E A DISTANCE OF  956.89 FEET TO A POINT;
THENCE S 65 DEG. 06 MIN. 06 SEC. E A DISTANCE OF 1078.14 FEET TO A POINT;
THENCE S 66 DEG. 55 MIN. 29 SEC. E A DISTANCE OF 1015.08 FEET TO A POINT;
THENCE S 70 DEG. 31 MIN. 29 SEC. E A DISTANCE OF 1097.69 FEET TO A POINT;
THENCE N 83 DEG. 55 MIN. 31 SEC. E A DISTANCE OF  630.29 FEET TO A POINT;
THENCE S 59 DEG. 33 MIN. 30 SEC. E A DISTANCE OF  373.68 FEET TO A POINT;
THENCE S 59 DEG. 55 MIN. 20 SEC. E A DISTANCE OF  913.96 FEET TO A POINT;
THENCE S 54 DEG. 14 MIN. 09 SEC. E A DISTANCE OF  966.19 FEET TO A POINT;
THENCE S 64 DEG. 22 MIN. 45 SEC. E A DISTANCE OF  259.04 FEET TO A POINT;
THENCE S 64 DEG. 43 MIN. 40 SEC. E A DISTANCE OF 1018.52 FEET TO A POINT;
THENCE S 65 DEG. 24 MIN. 03 SEC. E A DISTANCE OF 1030.81 FEET TO A POINT;
THENCE S 65 DEG. 03 MIN. 51 SEC. E A DISTANCE OF  996.77 FEET TO A POINT;
SAID POINT BEING S 33 DEG. 01 MIN. 42 SEC. E A DISTANCE OF  308.81 FEET
FROM "P.R.M." 60 94 DA14.

THENCE S 65 DEG. 46 MIN. 49 SEC. E A DISTANCE OF  964.20 FEET TO A POINT;
THENCE S 66 DEG. 14 MIN. 59 SEC. E A DISTANCE OF 1085.17 FEET TO A POINT;
THENCE S 67 DEG. 04 MIN. 09 SEC. E A DISTANCE OF  990.11 FEET TO A POINT;
THENCE S 68 DEG. 11 MIN. 00 SEC. E A DISTANCE OF 1013.09 FEET TO A POINT;
THENCE S 66 DEG. 55 MIN. 01 SEC. E A DISTANCE OF  873.86 FEET TO A POINT;
THENCE S 66 DEG. 29 MIN. 25 SEC. E A DISTANCE OF 1165.89 FEET TO A POINT;
SAID POINT BEING S 20 DEG. 19 MIN. 32 SEC. W A DISTANCE OF  830.16 FEET
FROM "P.R.M." 60 76 A30.

THENCE S 67 DEG. 23 MIN. 52 SEC. E A DISTANCE OF 1015.62 FEET TO A POINT;
THENCE S 65 DEG. 46 MIN. 51 SEC. E A DISTANCE OF 1025.97 FEET TO A POINT;
THENCE S 66 DEG. 09 MIN. 31 SEC. E A DISTANCE OF  993.66 FEET TO A POINT;
THENCE S 67 DEG. 29 MIN. 35 SEC. E A DISTANCE OF 1020.63 FEET TO A POINT;
THENCE S 66 DEG. 16 MIN. 26 SEC. E A DISTANCE OF 1049.19 FEET TO A POINT;
THENCE S 65 DEG. 26 MIN. 24 SEC. E A DISTANCE OF  997.09 FEET TO A POINT;
THENCE S 66 DEG. 23 MIN. 52 SEC. E A DISTANCE OF 1002.23 FEET TO A POINT;
THENCE S 65 DEG. 45 MIN. 56 SEC. E A DISTANCE OF  836.36 FEET TO A POINT;
THENCE S 65 DEG. 24 MIN. 33 SEC. E A DISTANCE OF 1153.63 FEET TO A POINT;
SAID POINT BEING N 62 DEG. 37 MIN. 46 SEC. W A DISTANCE OF  265.51 FEET
FROM "P.R.M." 60 76 A37.

THENCE S 66 DEG. 54 MIN. 22 SEC. E A DISTANCE OF  978.48 FEET TO A POINT;
THENCE S 66 DEG. 26 MIN. 48 SEC. E A DISTANCE OF 1062.33 FEET TO A POINT;
THENCE S 65 DEG. 33 MIN. 55 SEC. E A DISTANCE OF 1031.47 FEET TO A POINT;
THENCE S 65 DEG. 51 MIN. 56 SEC. E A DISTANCE OF 1022.63 FEET TO A POINT;
SAID POINT BEING N 85 DEG. 08 MIN. 07 SEC. W A DISTANCE OF 1511.68 FEET
FROM "P.R.M." R-0-B-T 1979.

THENCE S 67 DEG. 46 MIN. 49 SEC. E TO THE POINT OF INTERSECTION WITH THE
WALTON-BAY COUNTY LINE AND THE POINT OF TERMINUS OF THE HEREIN DESCRIBED
COASTAL CONSTRUCTION CONTROL LINE FOR WALTON COUNTY, FLORIDA.

*************************************************************************
THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN WALTON
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

STATION                               Y                     X
________________________________    _________           _________
PENSACOLA CORS ARP (PCLA)           544237.64           1121294.07
DEFUNIAK SPRINGS CORS ARP (DFNK)    634203.53           1450158.03
PANAMA CORS ARP (PNCY)              439997.94           1596331.17


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

STATION                       Y                    X
_________                 _________            __________
06-76-A03                 506609.78            1370434.34
60-76-A05                 504861.72            1381189.89
60-94-DA03                503819.00            1386956.53
W629-2004                 501113.79            1401136.33
60-76-A12                 497096.81            1413536.60
60-76-A13                 495575.87            1418183.27
60-76-A14                 494532.30            1421465.77
60-76-A15 AZIMUTH MARK    492848.44            1426543.96
HIGH 1872 1935            491150.94            1430794.00
60-94-A19 AZIMUTH MARK    486125.01            1445355.34
60-76-A19                 485172.67            1447262.69
60-94-DA08                482366.46            1455256.39
60-76-A24                 479740.74            1463064.52
60-94-DA09                478245.63            1466029.49
60-94-DA09 AZIMUTH MARK   479006.61            1466045.85
60-94-DA10                477601.87            1467939.77
60-94-DA14                473154.93            1478109.94
60-76-A30                 471271.93            1484164.62
60-76-A37                 466706.61            1492434.52
R-0-B-T 1979              465047.37            1497451.17





I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES
IN WALTON 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  1   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 WALTON 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 09,2008, 
      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.)   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 (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.


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