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THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR OKALOOSA 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
RECORDED 08/22/97, IN "CCCL BOOK 80,
PAGES 137-155" AND "O.R. BOOK 9951, PAGES
85-108" IN THE PUBLIC RECORDS OF
PALM BEACH COUNTY, FLORIDA.
METES AND BOUNDS DESCRIPTION FOR THE
COASTAL CONSTRUCTION CONTROL LINE
PALM BEACH 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 COAST OF THE
ATLANTIC OCEAN FROM THE PALM BEACH-MARTIN COUNTY LINE SOUTHERLY
TO THE NORTH MEAN HIGH WATER LINE OF JUPITER INLET. RECOMMENCING
AT THE SOUTH MEAN HIGH WATER LINE OF JUPITER INLET AND CONTINUING
SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF NORTH LAKE WORTH
INLET. RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE OF NORTH
LAKE WORTH INLET AND CONTINUING SOUTHERLY TO THE NORTH MEAN HIGH
WATER LINE OF SOUTH LAKE WORTH INLET. RECOMMENCING AT THE SOUTH
MEAN HIGH WATER LINE OF SOUTH LAKE WORTH INLET AND CONTINUING
SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF BOCA RATON INLET.
RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE OF BOCA RATON
INLET AND CONTINUING SOUTHERLY TO ITS TERMINUS AT THE PALM BEACH-
BROWARD 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 "MART CO 124 1984", "S305 1970", "93
89 A03-A 1991", "HYDRO 21 PM BH 1990", "06 78 B03-2 1989", "06 78
C01 1978", "93 89 A05", "06 78 C03-A 1991", "93 89 A06-A 1991",
"93 89 A06-B 1991", "93 89 A07", "06 78 C05-2 1989", "06 78 C06
1978", "93 89 A08", "93 89 A08-A 1991", "06 78 D02 1978", "06 78
D03-2 1989", "06 78 D03-A 1991", "06 78 D04 1978", "06 78 D05-2
1991", "06 78 D05A 1991", "06 78 D06 1978", "BREAKERS 1929", "93
89 A11", "06 78 E04A 1978", "R-111 PM BH 1989", "R-114 PM BH
1989", "93 89 A12", "06 78 E07", "06 78 E08 1978", "BRAY-A 1991",
"93 89 A14-A 1991", "93 89 A16", "93 89 A17-2 1991", "HAULOVER
1929 NO3 1970", "HAULOVER-A 1991", "HAULOVER-B 1991", "93 89
A20", "06 78 G04 1978", "06 78 G05 1978", "06 78 G06 1978", "06
78 G06-B 1991", "06 78 G06-C 1991", "DELRAY-A", "06 78 H01 1978",
"PM BH R-192 1974", "93 89 A21", "ROCK 3 1970", "93 89 A22-3",
"93 89 A24", "93 89 A26", 93 89 A27", "93 89 A28", “86 92 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 EAST 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. MART CO 124 1984 THENCE S 24 DEG. 07 MIN. 50
SEC. E A DISTANCE OF 1019.33 FEET TO THE POINT OF BEGINNING;
THENCE N 19 DEG. 12 MIN. 39 SEC. W TO THE POINT OF INTERSECTION
WITH THE PALM BEACH-MARTIN COUNTY LINE, SAID LINE BEING THE
NORTHERN TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR
PALM BEACH COUNTY; THENCE RETURN ALONG THE SAME COURSE TO THE
POINT OF BEGINNING; SAID POINT BEING S 24 DEG. 07 MIN. 50 SEC. E
A DISTANCE OF 1019.33 FEET FROM (P.R.M.) MART CO 124 1984.
THENCE S 16 DEG. 20 MIN. 17 SEC. E A DISTANCE OF 1083.40 FEET TO
A POINT; THENCE S 18 DEG. 53 MIN. 35 SEC. E A DISTANCE OF 834.34
FEET TO A POINT; THENCE S 19 DEG. 41 MIN. 41 SEC. E A DISTANCE OF
382.98 FEET TO A POINT; THENCE S 11 DEG. 39 MIN. 08 SEC. E A
DISTANCE OF 586.49 FEET TO A POINT; THENCE S 11 DEG. 47 MIN. 44
SEC. E A DISTANCE OF 942.98 FEET TO A POINT; THENCE S 19 DEG. 49
MIN. 20 SEC. E A DISTANCE OF 1157.42 FEET TO A POINT; THENCE S 19
DEG. 43 MIN. 42 SEC. E A DISTANCE OF 1350.69 FEET TO A POINT;
THENCE S 19 DEG. 37 MIN. 52 SEC. E A DISTANCE OF 832.04 FEET TO A
POINT; THENCE S 21 DEG. 42 MIN. 06 SEC. E A DISTANCE OF 832.65
FEET TO A POINT; SAID POINT BEING N 25 DEG. 40 MIN. 48 SEC. W A
DISTANCE OF 1375.15 FEET FROM P.R.M. S305 1970.
THENCE S 21 DEG. 36 MIN. 35 SEC. E TO THE POINT OF INTERSECTION
WITH THE MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF JUPITER
INLET; THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE
COASTAL CONSTRUCTION CONTROL LINE, SAID POINT BEING N 25 DEG. 40
MIN. 48 SEC. W A DISTANCE OF 1375.15 FEET FROM P.R.M. S305 1970.
RECOMMENCE AT P.R.M. S305 1970, THENCE S 37 DEG. 54 MIN. 48 SEC.
W A DISTANCE OF 616.46 FEET TO A POINT ON THE COASTAL
CONSTRUCTION CONTROL LINE; THENCE N 19 DEG. 17 MIN. 38 SEC. W TO
THE INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHERN
SHORE OF JUPITER INLET; THENCE RETURN ALONG THE SAME COURSE TO A
POINT ON THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT BEING
S 37 DEG. 54 MIN. 48 SEC. W A DISTANCE OF 616.46 FEET FROM P.R.M.
S305 1970.
THENCE S 19 DEG. 12 MIN. 19 SEC. E A DISTANCE OF 899.51 FEET TO A
POINT; THENCE S 18 DEG. 59 MIN. 40 SEC. E A DISTANCE OF 724.98
FEET TO A POINT; THENCE S 16 DEG. 27 MIN. 06 SEC. E A DISTANCE OF
856.65 FEET TO A POINT; THENCE S 12 DEG. 48 MIN. 13 SEC. E A
DISTANCE OF 773.32 FEET TO A POINT; THENCE S 12 DEG. 29 MIN. 57
SEC. E A DISTANCE OF 937.45 FEET TO A POINT; SAID POINT BEING N
76 DEG. 39 MIN. 01 SEC. W A DISTANCE OF 129.28 FEET FROM P.R.M.
93 89 A03-A 1991.
THENCE S 06 DEG. 32 MIN. 31 SEC. E A DISTANCE OF 719.78 FEET TO A
POINT; THENCE S 14 DEG. 12 MIN. 58 SEC. E A DISTANCE OF 622.07
FEET TO A POINT; THENCE S 14 DEG. 19 MIN. 31 SEC. E A DISTANCE OF
1207.50 FEET TO A POINT; THENCE S 16 DEG. 18 MIN. 09 SEC. E A
DISTANCE OF 1300.39 FEET TO A POINT; SAID POINT BEING S 38 DEG.
31 MIN. 21 SEC. W A DISTANCE OF 307.20 FEET FROM P.R.M. HYDRO 21
PM BH 1990.
THENCE S 16 DEG. 48 MIN. 36 SEC. E A DISTANCE OF 1006.74 FEET TO
A POINT; THENCE S 17 DEG. 56 MIN. 22 SEC. E A DISTANCE OF 1055.19
FEET TO A POINT; SAID POINT BEING N 17 DEG. 03 MIN. 10 SEC. W A
DISTANCE OF 332.78 FEET FROM P.R.M. 06 78 B03-2 1989.
THENCE S 15 DEG. 21 MIN. 05 SEC. E A DISTANCE OF 1036.35 FEET TO
A POINT; THENCE S 16 DEG. 39 MIN. 10 SEC. E A DISTANCE OF 1114.50
FEET TO A POINT; THENCE S 18 DEG. 06 MIN. 58 SEC. E A DISTANCE OF
970.88 FEET TO A POINT; SAID POINT BEING S 13 DEG. 09 MIN. 56
SEC. E A DISTANCE OF 133.45 FEET FROM P.R.M. 06 78 C01 1978.
THENCE S 17 DEG. 49 MIN. 50 SEC. E A DISTANCE OF 979.66 FEET TO A
POINT; THENCE S 16 DEG. 29 MIN. 35 SEC. E A DISTANCE OF 1122.15
FEET TO A POINT; THENCE S 15 DEG. 41 MIN. 52 SEC. E A DISTANCE OF
974.33 FEET TO A POINT; THENCE S 13 DEG. 33 MIN. 42 SEC. E A
DISTANCE OF 1091.35 FEET TO A POINT; SAID POINT BEING S 78 DEG.
37 MIN. 10 SEC. E A DISTANCE OF 864.90 FEET FROM P.R.M. 93 89
A05.
THENCE S 15 DEG. 34 MIN. 00 SEC. E A DISTANCE OF 1034.67 FEET TO
A POINT; THENCE S 14 DEG. 03 MIN. 50 SEC. E A DISTANCE OF 995.97
FEET TO A POINT; THENCE S 17 DEG. 01 MIN. 18 SEC. E A DISTANCE OF
1115.19 FEET TO A POINT; THENCE S 17 DEG. 54 MIN. 09 SEC. E A
DISTANCE OF 976.81 FEET TO A POINT; THENCE S 17 DEG. 39 MIN. 34
SEC. E A DISTANCE OF 1135.72 FEET TO A POINT; SAID POINT BEING N
10 DEG. 34 MIN. 31 SEC. W A DISTANCE OF 319.00 FEET FROM P.R.M.
06 78 C03-A 1991.
THENCE S 18 DEG. 05 MIN. 00 SEC. E A DISTANCE OF 1010.32 FEET TO
A POINT; THENCE S 17 DEG. 54 MIN. 14 SEC. E A DISTANCE OF 1291.68
FEET TO A POINT; SAID POINT BEING N 15 DEG. 10 MIN. 40 SEC. E A
DISTANCE OF 876.78 FEET FROM P.R.M. 93 89 A06-A 1991.
THENCE S 16 DEG. 03 MIN. 49 SEC. E A DISTANCE OF 1069.86 FEET TO
A POINT; THENCE S 15 DEG. 16 MIN. 07 SEC. E A DISTANCE OF 822.25
FEET TO A POINT; THENCE S 15 DEG. 31 MIN. 37 SEC. E A DISTANCE OF
1083.33 FEET TO A POINT; SAID POINT BEING N 63 DEG. 51 MIN. 21
SEC. E A DISTANCE OF 375.25 FEET FROM P.R.M. 93 89 A06-B 1991.
THENCE S 16 DEG. 00 MIN. 56 SEC. E A DISTANCE OF 683.96 FEET TO A
POINT; SAID POINT BEING N 58 DEG. 13 MIN. 58 SEC. W A DISTANCE OF
327.91 FEET FROM P.R.M. 93 89 A07.
THENCE S 12 DEG. 24 MIN. 32 SEC. E A DISTANCE OF 944.96 FEET TO A
POINT; THENCE S 14 DEG. 28 MIN. 15 SEC. E A DISTANCE OF 993.07
FEET TO A POINT; THENCE S 14 DEG. 14 MIN. 34 SEC. E A DISTANCE OF
890.27 FEET TO A POINT; SAID POINT BEING N 44 DEG. 33 MIN. 04
SEC. W A DISTANCE OF 488.13 FEET FROM P.R.M. 06 78 C05-2 1989.
THENCE S 11 DEG. 13 MIN. 09 SEC. E A DISTANCE OF 871.62 FEET TO A
POINT; THENCE S 08 DEG. 16 MIN. 43 SEC. E A DISTANCE OF 977.66
FEET TO A POINT; THENCE S 03 DEG. 40 MIN. 40 SEC. E A DISTANCE OF
629.35 FEET TO A POINT; THENCE S 12 DEG. 43 MIN. 59 SEC. E A
DISTANCE OF 688.96 FEET TO A POINT; THENCE S 11 DEG. 57 MIN. 04
SEC. E A DISTANCE OF 1357.82 FEET TO A POINT; THENCE S 13 DEG. 46
MIN. 42 SEC. E A DISTANCE OF 1204.88 FEET TO A POINT; THENCE S 13
DEG. 19 MIN. 05 SEC. E A DISTANCE OF 1021.60 FEET TO A POINT;
SAID POINT BEING S 57 DEG. 55 MIN. 43 SEC. W A DISTANCE OF 130.77
FEET FROM P.R.M. 06 78 C06 1978.
THENCE S 13 DEG. 59 MIN. 48 SEC. E A DISTANCE OF 934.32 FEET TO A
POINT; THENCE S 15 DEG. 35 MIN. 41 SEC. E A DISTANCE OF 887.58
FEET TO A POINT; THENCE S 17 DEG. 33 MIN. 21 SEC. E A DISTANCE OF
928.62 FEET TO A POINT; THENCE S 12 DEG. 47 MIN. 46 SEC. E A
DISTANCE OF 777.03 FEET TO A POINT; THENCE S 07 DEG. 51 MIN. 16
SEC. E A DISTANCE OF 985.46 FEET TO A POINT; THENCE S 13 DEG. 15
MIN. 05 SEC. E A DISTANCE OF 861.23 FEET TO A POINT; THENCE S 10
DEG. 20 MIN. 32 SEC. E A DISTANCE OF 802.24 FEET TO A POINT;
THENCE S 05 DEG. 11 MIN. 13 SEC. W A DISTANCE OF 282.89 FEET TO A
POINT; THENCE S 08 DEG. 01 MIN. 42 SEC. E A DISTANCE OF 640.33
FEET TO A POINT; THENCE S 17 DEG. 22 MIN. 09 SEC. E A DISTANCE OF
956.42 FEET TO A POINT; THENCE S 17 DEG. 11 MIN. 55 SEC. E A
DISTANCE OF 1035.94 FEET TO A POINT; THENCE S 17 DEG. 26 MIN. 10
SEC. E A DISTANCE OF 1005.63 FEET TO A POINT; THENCE S 14 DEG. 07
MIN. 27 SEC. E A DISTANCE OF 318.28 FEET TO A POINT; THENCE S 13
DEG. 44 MIN. 59 SEC. E A DISTANCE OF 1142.65 FEET TO A POINT;
THENCE S 11 DEG. 49 MIN. 23 SEC. E A DISTANCE OF 1161.10 FEET TO
A POINT; THENCE S 11 DEG. 22 MIN. 23 SEC. E A DISTANCE OF 1069.02
FEET TO A POINT; THENCE S 11 DEG. 06 MIN. 08 SEC. E A DISTANCE OF
1055.61 FEET TO A POINT; SAID POINT BEING S 52 DEG. 37 MIN. 38
SEC. E A DISTANCE OF 403.28 FEET FROM P.R.M. 93 89 A08.
THENCE S 11 DEG. 28 MIN. 47 SEC. E A DISTANCE OF 1095.26 FEET TO
A POINT; THENCE S 10 DEG. 56 MIN. 22 SEC. E A DISTANCE OF 373.22
FEET TO A POINT; THENCE S 10 DEG. 55 MIN. 05 SEC. W A DISTANCE OF
722.99 FEET TO A POINT; THENCE S 03 DEG. 32 MIN. 17 SEC. W A
DISTANCE OF 879.32 FEET TO A POINT; SAID POINT BEING S 78 DEG. 15
MIN. 45 SEC. E A DISTANCE OF 549.20 FEET FROM P.R.M. 93 89 A08-A
1991.
THENCE S 02 DEG. 31 MIN. 51 SEC. W A DISTANCE OF 1160.76 FEET TO
A POINT; THENCE S 00 DEG. 55 MIN. 08 SEC. W A DISTANCE OF 815.35
FEET TO A POINT; THENCE S 01 DEG. 30 MIN. 31 SEC. E A DISTANCE OF
1208.16 FEET TO A POINT; SAID POINT BEING S 47 DEG. 36 MIN. 38
SEC. E A DISTANCE OF 860.60 FEET FROM P.R.M. 06 78 D02 1978.
THENCE S 03 DEG. 55 MIN. 13 SEC. E A DISTANCE OF 894.90 FEET TO A
POINT; THENCE S 04 DEG. 06 MIN. 39 SEC. E A DISTANCE OF 1093.00
FEET TO A POINT; THENCE S 01 DEG. 41 MIN. 53 SEC. E A DISTANCE OF
970.01 FEET TO A POINT; SAID POINT BEING N 15 DEG. 45 MIN. 40
SEC. E A DISTANCE OF 829.65 FEET FROM P.R.M. 06 78 D03-2 1989.
THENCE S 00 DEG. 00 MIN. 13 SEC. E TO THE POINT OF INTERSECTION
WITH THE MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF NORTH LAKE
WORTH INLET; THENCE RETURN ALONG THE SAME COURSE TO A POINT ON
THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT BEING N 15 DEG.
45 MIN. 40 SEC. E A DISTANCE OF 829.65 FEET FROM P.R.M. 06 78
D03-2 1989.
RECOMMENCE AT P.R.M. 06 78 D03-A 1991, THENCE S 21 DEG. 30 MIN.
17 SEC. E A DISTANCE OF 1227.24 FEET TO A POINT ON THE COASTAL
CONSTRUCTION CONTROL LINE; THENCE N 06 DEG. 39 MIN. 17 SEC. E TO
THE INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHERN
SHORE OF NORTH LAKE WORTH INLET; THENCE RETURN ALONG THE SAME
COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE, SAID
POINT BEING S 21 DEG. 30 MIN. 17 SEC. E A DISTANCE OF 1227.24
FEET FROM P.R.M. 06 78 D03-A 1991.
THENCE S 06 DEG. 39 MIN. 17 SEC. W A DISTANCE OF 607.01 FEET TO A
POINT; THENCE S 06 DEG. 15 MIN. 08 SEC. E A DISTANCE OF 615.37
FEET TO A POINT; SAID POINT BEING S 55 DEG. 38 MIN. 25 SEC. W A
DISTANCE OF 74.12 FEET FROM P.R.M. 06 78 D04 1978.
THENCE S 02 DEG. 18 MIN. 12 SEC. E A DISTANCE OF 1093.59 FEET TO
A POINT; THENCE S 05 DEG. 59 MIN. 14 SEC. E A DISTANCE OF 994.62
FEET TO A POINT; THENCE S 05 DEG. 50 MIN. 23 SEC. E A DISTANCE OF
1131.94 FEET TO A POINT; THENCE S 05 DEG. 31 MIN. 02 SEC. E A
DISTANCE OF 1369.08 FEET TO A POINT; SAID POINT BEING S 09 DEG.
05 MIN. 20 SEC. W A DISTANCE OF 523.82 FEET FROM P.R.M. 06 78
D05-2 1991.
THENCE S 04 DEG. 58 MIN. 27 SEC. E A DISTANCE OF 1304.21 FEET TO
A POINT; THENCE S 04 DEG. 44 MIN. 13 SEC. E A DISTANCE OF 1225.21
FEET TO A POINT; SAID POINT BEING S 52 DEG. 38 MIN. 32 SEC. W A
DISTANCE OF 277.40 FEET FROM P.R.M. 06 78 D05A 1991.
THENCE S 02 DEG. 02 MIN. 26 SEC. E A DISTANCE OF 992.43 FEET TO A
POINT; THENCE S 04 DEG. 04 MIN. 05 SEC. E A DISTANCE OF 814.50
FEET TO A POINT; SAID POINT BEING S 30 DEG. 45 MIN. 33 SEC. W A
DISTANCE OF 481.30 FEET FROM P.R.M. 06 78 D06 1978.
THENCE S 06 DEG. 23 MIN. 46 SEC. E A DISTANCE OF 1322.90 FEET TO
A POINT; THENCE S 01 DEG. 03 MIN. 05 SEC. W A DISTANCE OF 960.97
FEET TO A POINT; THENCE S 00 DEG. 45 MIN. 14 SEC. W A DISTANCE OF
940.25 FEET TO A POINT; THENCE S 01 DEG. 40 MIN. 57 SEC. E A
DISTANCE OF 1074.75 FEET TO A POINT; THENCE S 01 DEG. 47 MIN. 07
SEC. E A DISTANCE OF 1122.70 FEET TO A POINT; THENCE S 04 DEG. 07
MIN. 09 SEC. E A DISTANCE OF 1162.55 FEET TO A POINT; THENCE S 09
DEG. 16 MIN. 30 SEC. E A DISTANCE OF 1142.21 FEET TO A POINT;
THENCE S 09 DEG. 23 MIN. 31 SEC. E A DISTANCE OF 1095.30 FEET TO
A POINT; THENCE S 12 DEG. 43 MIN. 24 SEC. E A DISTANCE OF 216.02
FEET TO A POINT; THENCE S 00 DEG. 45 MIN. 42 SEC. E A DISTANCE OF
1372.31 FEET TO A POINT; SAID POINT BEING S 15 DEG. 31 MIN. 12
SEC. W A DISTANCE OF 953.88 FEET FROM P.R.M. BREAKERS 1929.
THENCE S 00 DEG. 45 MIN. 28 SEC. E A DISTANCE OF 804.71 FEET TO A
POINT; THENCE S 00 DEG. 45 MIN. 31 SEC. E A DISTANCE OF 1302.15
FEET TO A POINT; THENCE S 00 DEG. 43 MIN. 22 SEC. E A DISTANCE OF
1205.28 FEET TO A POINT; SAID POINT BEING S 32 DEG. 16 MIN. 35
SEC. W A DISTANCE OF 458.78 FEET FROM P.R.M. 93 89 A11.
THENCE S 01 DEG. 17 MIN. 38 SEC. E A DISTANCE OF 1151.07 FEET TO
A POINT; THENCE S 00 DEG. 24 MIN. 38 SEC. E A DISTANCE OF 992.42
FEET TO A POINT; THENCE S 02 DEG. 51 MIN. 32 SEC. W A DISTANCE OF
1169.88 FEET TO A POINT; THENCE S 06 DEG. 11 MIN. 44 SEC. W A
DISTANCE OF 1128.55 FEET TO A POINT; THENCE S 07 DEG. 33 MIN. 06
SEC. W A DISTANCE OF 1075.62 FEET TO A POINT; SAID POINT BEING S
25 DEG. 07 MIN. 22 SEC. W A DISTANCE OF 735.25 FEET FROM P.R.M.
06 78 E04A 1978.
THENCE S 06 DEG. 51 MIN. 23 SEC. W A DISTANCE OF 1070.59 FEET TO
A POINT; THENCE S 06 DEG. 52 MIN. 25 SEC. W A DISTANCE OF 1318.23
FEET TO A POINT; THENCE S 04 DEG. 24 MIN. 39 SEC. W A DISTANCE OF
1214.77 FEET TO A POINT; THENCE S 04 DEG. 43 MIN. 51 SEC. W A
DISTANCE OF 1115.96 FEET TO A POINT; THENCE S 04 DEG. 57 MIN. 28
SEC. W A DISTANCE OF 831.59 FEET TO A POINT; THENCE S 03 DEG. 15
MIN. 12 SEC. W A DISTANCE OF 1214.39 FEET TO A POINT; THENCE S 02
DEG. 53 MIN. 14 SEC. W A DISTANCE OF 1320.29 FEET TO A POINT;
THENCE S 02 DEG. 49 MIN. 03 SEC. W A DISTANCE OF 986.80 FEET TO A
POINT; SAID POINT BEING S 89 DEG. 52 MIN. 05 SEC. W A DISTANCE OF
195.22 FEET FROM P.R.M. R-111 PM BH 1989.
THENCE S 01 DEG. 01 MIN. 33 SEC. W A DISTANCE OF 1122.57 FEET TO
A POINT; THENCE S 00 DEG. 53 MIN. 10 SEC. W A DISTANCE OF 1040.76
FEET TO A POINT; THENCE S 01 DEG. 15 MIN. 03 SEC. W A DISTANCE OF
984.38 FEET TO A POINT; SAID POINT BEING S 89 DEG. 51 MIN. 18
SEC. W A DISTANCE OF 179.23 FEET FROM P.R.M. R-114 PM BH 1989.
THENCE S 01 DEG. 04 MIN. 39 SEC. W A DISTANCE OF 1151.06 FEET TO
A POINT; THENCE S 01 DEG. 28 MIN. 39 SEC. W A DISTANCE OF 975.78
FEET TO A POINT; THENCE S 01 DEG. 59 MIN. 59 SEC. W A DISTANCE OF
1022.18 FEET TO A POINT; SAID POINT BEING S 19 DEG. 10 MIN. 26
SEC. W A DISTANCE OF 776.77 FEET FROM P.R.M. 93 89 A12.
THENCE S 01 DEG. 04 MIN. 10 SEC. W A DISTANCE OF 731.81 FEET TO A
POINT; THENCE S 00 DEG. 10 MIN. 23 SEC. E A DISTANCE OF 1176.57
FEET TO A POINT; THENCE S 00 DEG. 09 MIN. 02 SEC. E A DISTANCE OF
1122.07 FEET TO A POINT; THENCE S 03 DEG. 52 MIN. 54 SEC. E A
DISTANCE OF 723.84 FEET TO A POINT; THENCE S 02 DEG. 46 MIN. 06
SEC. E A DISTANCE OF 943.06 FEET TO A POINT; SAID POINT BEING N
66 DEG. 49 MIN. 38 SEC. W A DISTANCE OF 170.69 FEET FROM P.R.M.
06 78 E07.
THENCE S 02 DEG. 30 MIN. 39 SEC. E A DISTANCE OF 1022.85 FEET TO
A POINT; THENCE S 00 DEG. 26 MIN. 21 SEC. W A DISTANCE OF 895.19
FEET TO A POINT; THENCE S 02 DEG. 05 MIN. 03 SEC. E A DISTANCE OF
1490.44 FEET TO A POINT; THENCE S 01 DEG. 38 MIN. 08 SEC. E A
DISTANCE OF 1055.55 FEET TO A POINT; THENCE S 01 DEG. 48 MIN. 26
SEC. E A DISTANCE OF 1065.40 FEET TO A POINT; SAID POINT BEING N
48 DEG. 07 MIN. 26 SEC. W A DISTANCE OF 209.35 FEET FROM P.R.M.
06 78 E08 1978.
THENCE S 01 DEG. 18 MIN. 46 SEC. E A DISTANCE OF 1030.91 FEET TO
A POINT; THENCE S 02 DEG. 08 MIN. 23 SEC. E A DISTANCE OF 1212.24
FEET TO A POINT; THENCE S 00 DEG. 06 MIN. 15 SEC. E A DISTANCE OF
1326.16 FEET TO A POINT; THENCE S 00 DEG. 07 MIN. 55 SEC. W A
DISTANCE OF 1294.76 FEET TO A POINT; THENCE S 00 DEG. 29 MIN. 36
SEC. W A DISTANCE OF 1148.04 FEET TO A POINT; SAID POINT BEING N
29 DEG. 03 MIN. 05 SEC. E A DISTANCE OF 712.16 FEET FROM P.R.M.
BRAY-A 1991.
THENCE S 00 DEG. 20 MIN. 52 SEC. W A DISTANCE OF 1220.75 FEET TO
A POINT; THENCE S 03 DEG. 37 MIN. 13 SEC. W A DISTANCE OF 1197.08
FEET TO A POINT; SAID POINT BEING S 53 DEG. 19 MIN. 04 SEC. E A
DISTANCE OF 480.10 FEET FROM P.R.M. 93 89 A14-A 1991.
THENCE S 03 DEG. 19 MIN. 07 SEC. W A DISTANCE OF 1318.50 FEET TO
A POINT; THENCE S 00 DEG. 34 MIN. 13 SEC. W A DISTANCE OF 966.22
FEET TO A POINT; SAID POINT BEING N 37 DEG. 38 MIN. 03 SEC. E A
DISTANCE OF 290.44 FEET FROM P.R.M. 93 89 A16.
THENCE S 00 DEG. 44 MIN. 01 SEC. W A DISTANCE OF 986.22 FEET TO A
POINT; THENCE S 03 DEG. 11 MIN. 58 SEC. W A DISTANCE OF 689.32
FEET TO A POINT; SAID POINT BEING S 35 DEG. 25 MIN. 05 SEC. E A
DISTANCE OF 429.80 FEET FROM P.R.M. 93 89 A17-2 1991.
THENCE S 03 DEG. 58 MIN. 13 SEC. W A DISTANCE OF 1243.82 FEET TO
A POINT; THENCE S 04 DEG. 12 MIN. 39 SEC. W A DISTANCE OF 1052.52
FEET TO A POINT; THENCE S 04 DEG. 22 MIN. 35 SEC. W A DISTANCE OF
1045.80 FEET TO A POINT; THENCE S 04 DEG. 55 MIN. 21 SEC. W A
DISTANCE OF 1037.87 FEET TO A POINT; THENCE S 04 DEG. 59 MIN. 47
SEC. W A DISTANCE OF 1010.07 FEET TO A POINT; THENCE S 12 DEG. 13
MIN. 10 SEC. W A DISTANCE OF 954.81 FEET TO A POINT; THENCE S 12
DEG. 21 MIN. 15 SEC. W A DISTANCE OF 1129.05 FEET TO A POINT;
THENCE S 08 DEG. 43 MIN. 37 SEC. W A DISTANCE OF 1093.06 FEET TO
A POINT; THENCE S 09 DEG. 04 MIN. 16 SEC. W A DISTANCE OF 1010.59
FEET TO A POINT; THENCE S 06 DEG. 53 MIN. 04 SEC. W A DISTANCE OF
1138.16 FEET TO A POINT; THENCE S 03 DEG. 21 MIN. 01 SEC. W A
DISTANCE OF 962.06 FEET TO A POINT; THENCE S 03 DEG. 14 MIN. 38
SEC. W A DISTANCE OF 661.21 FEET TO A POINT; THENCE S 03 DEG. 38
MIN. 15 SEC. W A DISTANCE OF 1092.43 FEET TO A POINT; SAID POINT
BEING N 37 DEG. 25 MIN. 13 SEC. W A DISTANCE OF 459.21 FEET
FROM P.R.M. HAULOVER 1929 NO3 1970.
THENCE S 03 DEG. 45 MIN. 44 SEC. W TO THE POINT OF INTERSECTION
WITH THE MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF SOUTH LAKE
WORTH INLET; THENCE RETURN ALONG THE SAME COURSE TO A POINT ON
THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT BEING N 37 DEG.
25 MIN. 13 SEC. W A DISTANCE OF 459.21 FEET FROM P.R.M. HAULOVER
1929 NO3 1970.
RECOMMENCE AT P.R.M. HAULOVER 1929 NO3 1970, THENCE S 54 DEG. 00
MIN. 37 SEC. W A DISTANCE OF 773.85 FEET TO A POINT ON THE
COASTAL CONSTRUCTION CONTROL LINE; THENCE N 12 DEG. 02 MIN. 58
SEC. W TO THE INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE
SOUTHERN SHORE OF SOUTH LAKE WORTH INLET; THENCE RETURN ALONG THE
SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE,
SAID POINT BEING S 54 DEG. 00 MIN. 37 SEC. W A DISTANCE OF 773.85
FEET FROM P.R.M. HAULOVER 1929 NO3 1970.
THENCE S 12 DEG. 08 MIN. 13 SEC. W A DISTANCE OF 1329.73 FEET TO
A POINT; THENCE S 15 DEG. 38 MIN. 04 SEC. W A DISTANCE OF 1028.62
FEET TO A POINT; SAID POINT BEING N 25 DEG. 54 MIN. 52 SEC. E A
DISTANCE OF 933.14 FEET FROM P.R.M. HAULOVER-A 1991.
THENCE S 11 DEG. 31 MIN. 57 SEC. W A DISTANCE OF 1045.52 FEET TO
A POINT; THENCE S 09 DEG. 19 MIN. 37 SEC. W A DISTANCE OF 1341.84
FEET TO A POINT; SAID POINT BEING S 32 DEG. 05 MIN. 25 SEC. E A
DISTANCE OF 202.03 FEET FROM P.R.M. HAULOVER-B 1991.
THENCE S 10 DEG. 41 MIN. 43 SEC. W A DISTANCE OF 1007.17 FEET TO
A POINT; THENCE S 06 DEG. 33 MIN. 58 SEC. W A DISTANCE OF 706.54
FEET TO A POINT; THENCE S 06 DEG. 14 MIN. 00 SEC. W A DISTANCE OF
695.74 FEET TO A POINT; THENCE S 06 DEG. 22 MIN. 12 SEC. W A
DISTANCE OF 1192.56 FEET TO A POINT; THENCE S 07 DEG. 16 MIN. 19
SEC. W A DISTANCE OF 863.39 FEET TO A POINT; THENCE S 07 DEG. 07
MIN. 01 SEC. W A DISTANCE OF 1151.69 FEET TO A POINT; THENCE S 13
DEG. 13 MIN. 35 SEC. W A DISTANCE OF 1094.61 FEET TO A POINT;
THENCE S 09 DEG. 30 MIN. 41 SEC. W A DISTANCE OF 1128.22 FEET TO
A POINT; THENCE S 08 DEG. 39 MIN. 59 SEC. W A DISTANCE OF 998.79
FEET TO A POINT; SAID POINT BEING N 88 DEG. 20 MIN. 16 SEC. W A
DISTANCE OF 248.03 FEET FROM P.R.M. 93 89 A20.
THENCE S 07 DEG. 51 MIN. 06 SEC. W A DISTANCE OF 1172.27 FEET TO
A POINT; THENCE S 07 DEG. 54 MIN. 08 SEC. W A DISTANCE OF 917.91
FEET TO A POINT; THENCE S 06 DEG. 51 MIN. 52 SEC. W A DISTANCE OF
1421.67 FEET TO A POINT; SAID POINT BEING S 42 DEG. 51 MIN. 36
SEC. W A DISTANCE OF 471.84 FEET FROM P.R.M. 06 78 G04 1978.
THENCE S 08 DEG. 42 MIN. 05 SEC. W A DISTANCE OF 1056.85 FEET TO
A POINT; THENCE S 03 DEG. 19 MIN. 57 SEC. W A DISTANCE OF 1072.39
FEET TO A POINT; THENCE S 06 DEG. 33 MIN. 52 SEC. W A DISTANCE OF
1093.35 FEET TO A POINT; SAID POINT BEING N 69 DEG. 20 MIN. 22
SEC. W A DISTANCE OF 189.14 FEET FROM P.R.M. 06 78 G05 1978.
THENCE S 06 DEG. 39 MIN. 05 SEC. W A DISTANCE OF 1128.57 FEET TO
A POINT; THENCE S 07 DEG. 41 MIN. 41 SEC. W A DISTANCE OF 1096.24
FEET TO A POINT; THENCE S 07 DEG. 21 MIN. 56 SEC. W A DISTANCE OF
1016.41 FEET TO A POINT; THENCE S 07 DEG. 38 MIN. 51 SEC. W A
DISTANCE OF 1327.83 FEET TO A POINT; SAID POINT BEING S 24 DEG.
30 MIN. 06 SEC. W A DISTANCE OF 518.97 FEET FROM P.R.M. 06 78 G06
1978.
THENCE S 09 DEG. 04 MIN. 36 SEC. W A DISTANCE OF 935.79 FEET TO A
POINT; THENCE S 07 DEG. 46 MIN. 04 SEC. W A DISTANCE OF 1246.33
FEET TO A POINT; THENCE S 05 DEG. 41 MIN. 06 SEC. W A DISTANCE OF
998.57 FEET TO A POINT; SAID POINT BEING S 16 DEG. 06 MIN. 36
SEC. W A DISTANCE OF 396.77 FEET FROM P.R.M. 06 78 G06-B 1991.
THENCE S 08 DEG. 08 MIN. 38 SEC. W A DISTANCE OF 1141.24 FEET TO
A POINT; THENCE S 08 DEG. 55 MIN. 21 SEC. W A DISTANCE OF 1193.28
FEET TO A POINT; SAID POINT BEING S 32 DEG. 02 MIN. 51 SEC. W A
DISTANCE OF 36.40 FEET FROM P.R.M. 06 78 G06-C 1991.
THENCE S 07 DEG. 38 MIN. 49 SEC. W A DISTANCE OF 1068.89 FEET TO
A POINT; THENCE S 06 DEG. 00 MIN. 50 SEC. W A DISTANCE OF 1113.02
FEET TO A POINT; THENCE S 05 DEG. 43 MIN. 50 SEC. W A DISTANCE OF
1009.69 FEET TO A POINT; SAID POINT BEING S 16 DEG. 26 MIN. 50
SEC. W A DISTANCE OF 505.57 FEET FROM P.R.M. DELRAY-A.
THENCE S 06 DEG. 41 MIN. 04 SEC. W A DISTANCE OF 1143.24 FEET TO
A POINT; THENCE S 06 DEG. 40 MIN. 29 SEC. W A DISTANCE OF 1161.09
FEET TO A POINT; THENCE S 06 DEG. 55 MIN. 15 SEC. W A DISTANCE OF
880.44 FEET TO A POINT; SAID POINT BEING S 31 DEG. 08 MIN. 07
SEC. W A DISTANCE OF 420.97 FEET FROM P.R.M. 06 78 H01 1978.
THENCE S 06 DEG. 32 MIN. 18 SEC. W A DISTANCE OF 928.50 FEET TO A
POINT; THENCE S 06 DEG. 29 MIN. 39 SEC. W A DISTANCE OF 1412.37
FEET TO A POINT; THENCE S 05 DEG. 47 MIN. 02 SEC. W A DISTANCE OF
1018.38 FEET TO A POINT; THENCE S 05 DEG. 52 MIN. 22 SEC. W A
DISTANCE OF 889.39 FEET TO A POINT; THENCE S 06 DEG. 00 MIN. 27
SEC. W A DISTANCE OF 1161.75 FEET TO A POINT; THENCE S 06 DEG. 28
MIN. 09 SEC. W A DISTANCE OF 1208.24 FEET TO A POINT; SAID POINT
BEING N 85 DEG. 10 MIN. 51 SEC. W A DISTANCE OF 137.29 FEET FROM
P.R.M. PM BH R-192 1974.
THENCE S 05 DEG. 32 MIN. 56 SEC. W A DISTANCE OF 1211.78 FEET TO
A POINT; THENCE S 03 DEG. 56 MIN. 56 SEC. W A DISTANCE OF 806.53
FEET TO A POINT; THENCE S 04 DEG. 00 MIN. 24 SEC. W A DISTANCE OF
640.68 FEET TO A POINT; THENCE S 03 DEG. 56 MIN. 01 SEC. W A
DISTANCE OF 1341.16 FEET TO A POINT; THENCE S 03 DEG. 54 MIN. 43
SEC. W A DISTANCE OF 850.09 FEET TO A POINT; SAID POINT BEING S
43 DEG. 20 MIN. 44 SEC. W A DISTANCE OF 291.79 FEET FROM P.R.M.
93 89 A21.
THENCE S 04 DEG. 15 MIN. 49 SEC. W A DISTANCE OF 1108.36 FEET TO
A POINT; THENCE S 03 DEG. 20 MIN. 39 SEC. W A DISTANCE OF 1087.89
FEET TO A POINT; THENCE S 04 DEG. 16 MIN. 13 SEC. W A DISTANCE OF
857.77 FEET TO A POINT; THENCE S 05 DEG. 37 MIN. 58 SEC. W A
DISTANCE OF 1103.46 FEET TO A POINT; THENCE S 04 DEG. 38 MIN. 46
SEC. W A DISTANCE OF 1157.37 FEET TO A POINT; SAID POINT BEING N
32 DEG. 17 MIN. 57 SEC. W A DISTANCE OF 384.11 FEET FROM P.R.M.
ROCK 3 1970.
THENCE S 04 DEG. 51 MIN. 44 SEC. W A DISTANCE OF 1111.41 FEET TO
A POINT; THENCE S 04 DEG. 51 MIN. 44 SEC. W A DISTANCE OF 1025.01
FEET TO A POINT; THENCE S 30 DEG. 33 MIN. 11 SEC. W A DISTANCE OF
362.10 FEET TO A POINT; THENCE S 04 DEG. 33 MIN. 28 SEC. W A
DISTANCE OF 809.35 FEET TO A POINT; THENCE S 01 DEG. 57 MIN. 41
SEC. W A DISTANCE OF 1111.44 FEET TO A POINT; THENCE S 02 DEG. 02
MIN. 15 SEC. W A DISTANCE OF 873.57 FEET TO A POINT; THENCE S 02
DEG. 13 MIN. 14 SEC. W A DISTANCE OF 1411.00 FEET TO A POINT;
SAID POINT BEING S 19 DEG. 59 MIN. 34 SEC. W A DISTANCE OF 431.45
FEET FROM P.R.M. 93 89 A22-3.
THENCE S 02 DEG. 07 MIN. 42 SEC. W A DISTANCE OF 1181.02 FEET TO
A POINT; THENCE S 04 DEG. 06 MIN. 51 SEC. W A DISTANCE OF 962.50
FEET TO A POINT; THENCE S 03 DEG. 52 MIN. 40 SEC. W A DISTANCE OF
896.98 FEET TO A POINT; THENCE S 03 DEG. 51 MIN. 41 SEC. W A
DISTANCE OF 1045.90 FEET TO A POINT; THENCE S 03 DEG. 30 MIN. 11
SEC. W A DISTANCE OF 1247.57 FEET TO A POINT; THENCE S 03 DEG. 47
MIN. 02 SEC. W A DISTANCE OF 1046.64 FEET TO A POINT; THENCE S 10
DEG. 54 MIN. 20 SEC. W A DISTANCE OF 940.67 FEET TO A POINT; SAID
POINT BEING N 89 DEG. 06 MIN. 45 SEC. E A DISTANCE OF 288.76 FEET
FROM P.R.M. 93 89 A24.
THENCE S 10 DEG. 52 MIN. 51 SEC. W A DISTANCE OF 290.08 FEET TO A
POINT; THENCE S 00 DEG. 27 MIN. 32 SEC. W A DISTANCE OF 658.65
FEET TO A POINT; THENCE S 02 DEG. 16 MIN. 47 SEC. W A DISTANCE OF
973.53 FEET TO A POINT; THENCE S 02 DEG. 22 MIN. 13 SEC. W A
DISTANCE OF 1589.08 FEET TO A POINT; THENCE S 03 DEG. 52 MIN. 02
SEC. W A DISTANCE OF 1028.97 FEET TO A POINT; THENCE S 05 DEG. 12
MIN. 59 SEC. W A DISTANCE OF 1366.36 FEET TO A POINT; THENCE S 04
DEG. 24 MIN. 42 SEC. W A DISTANCE OF 722.12 FEET TO A POINT;
THENCE S 04 DEG. 31 MIN. 46 SEC. W A DISTANCE OF 1029.90 FEET TO
A POINT; SAID POINT BEING N 86 DEG. 27 MIN. 46 SEC. E A DISTANCE
OF 468.65 FEET FROM P.R.M. 93 89 A26.
THENCE S 04 DEG. 31 MIN. 46 SEC. W A DISTANCE OF 768.00 FEET TO A
POINT; THENCE S 11 DEG. 02 MIN. 41 SEC. W TO THE POINT OF
INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE NORTHERN SHORE
OF BOCA RATON INLET; THENCE RETURN ALONG THE SAME COURSE TO A
POINT ON THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT BEING
N 86 DEG. 27 MIN. 46 SEC. E A DISTANCE OF 468.65 FEET FROM P.R.M.
93 89 A26.
RECOMMENCE AT P.R.M. 93 89 A27, THENCE N 89 DEG. 05 MIN. 14 SEC.
W A DISTANCE OF 187.87 FEET TO A POINT ON THE COASTAL
CONSTRUCTION CONTROL LINE; THENCE N 06 DEG. 35 MIN. 54 SEC. W TO
THE INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHERN
SHORE OF BOCA RATON INLET; THENCE RETURN ALONG THE SAME COURSE TO
A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT
BEING N 89 DEG. 05 MIN. 14 SEC. W A DISTANCE OF 187.87 FEET FROM
P.R.M. 93 89 A27.
THENCE S 06 DEG. 38 MIN. 04 SEC. W A DISTANCE OF 1375.45 FEET TO
A POINT; SAID POINT BEING S 53 DEG. 04 MIN. 24 SEC. W A DISTANCE
OF 329.86 FEET FROM P.R.M. 93 89 A28.
THENCE S 10 DEG. 22 MIN. 04 SEC. W A DISTANCE OF 1050.72 FEET TO
A POINT; THENCE S 10 DEG. 36 MIN. 06 SEC. W A DISTANCE OF 865.89
FEET TO A POINT; THENCE S 05 DEG. 59 MIN. 35 SEC. W A DISTANCE OF
1032.22 FEET TO A POINT; SAID POINT BEING N 01 DEG. 12 MIN. 08
SEC. E A DISTANCE OF 2616.16 FEET FROM P.R.M. 86 92 DA01.
THENCE S 06 DEG. 02 MIN. 46 SEC. W TO THE POINT OF INTERSECTION
WITH THE PALM BEACH-BROWARD COUNTY LINE AND THE POINT OF
TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR PALM BEACH
COUNTY, FLORIDA.
THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN PALM BEACH 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 MERCATOR EAST ZONE
STATION Y X SOURCE
____________ __________ ___________ ___________
FLGPS 67 1989 923419.377 902150.102 GPS-174
BREAKERS 1929 866507.424 971776.721 GTZ-174 78
BEACHPORT 1989 821789.288 954219.184 GPS-174
CONVICT NO 3 1934 806364.624 915944.448 GPS-174
ROCK 3 1970 751268.465 962182.741 GTZ-174 78
BOCAPORT 1989 744660.158 948969.250 GPS-174
THE PALM BEACH COUNTY COASTAL CONSTRUCTION CONTROL LINE LEGAL DESCRIPTION
REFERS TO THE FOLLOWING PERMANENT REFERENCE MONUMENTS (P.R.M.)
STATION Y X
___________ __________ ___________
MART CO 124 1984 959556.841 955272.925
06 78 JLH-B 1978 951117.497 954247.590
S305 1970 949782.618 958736.623
93 89 A03-A 1991 945240.560 959632.352
HYDRO 21 PM BH 1990 941774.580 960596.471
06 78 B03-2 1989 939248.479 961118.888
06 78 C01 1978 936706.680 961886.538
PANOS 1970 936635.682 960054.140
93 89 A05 932739.916 962207.124
06 78 C02-2 1989 932555.907 963196.755
NOS NO3 1973 927443.854 959574.741
06 78 C03-A 1991 927214.783 964604.505
93 89 A06-A 1991 924492.613 965027.099
93 89 A06-B 1991 922308.362 965722.366
93 89 A07 921643.659 966526.712
06 78 C05-2 1989 918721.089 967260.618
06 78 C06 1978 912523.142 968335.035
93 89 A08 898273.650 971254.865
93 89 A08-A 1991 895113.246 971135.239
06 78 D02 1978 892399.098 971004.813
T309 1970 888130.399 970340.057
06 78 D03-2 1989 888067.892 971583.349
06 78 D03-A 1991 887202.478 969676.994
06 78 D03-B 1991 885684.764 969634.160
06 78 D04 1978 884887.873 970184.730
06 78 D05-2 1991 880792.576 970600.785
06 78 D05A 1991 877923.326 970952.796
06 78 D06 1978 876364.350 971071.575
06 78 E01-A 1991 866963.381 971748.860
93 89 A11 862664.348 971809.566
06 78 E04A 1978 857442.327 971588.332
R-111 PM BH 1989 847736.917 970744.561
R-114 PM BH 1989 844589.751 970670.880
93 89 A12 842175.114 970664.302
PBC TRES VIDAS 837702.088 969991.157
06 78 E07 836679.816 970653.495
06 78 E07-A 1991 834487.964 970214.647
06 78 E08 1978 831080.756 970808.334
BRAY-A 1991 824587.009 970365.057
93 89 A14-A 1991 823080.946 970242.856
93 89 A16 820281.676 970364.591
93 89 A17-2 1991 819187.561 970241.754
HAULOVER 1929 NO3 1970 805143.862 969281.441
HAULOVER-A 1991 801559.240 967690.709
HAULOVER-B 1991 800221.198 967564.695
93 89 A20 791309.523 966605.025
93 89 A20-A 1991 791301.852 966429.688
06 78 G04 1978 788180.635 966221.804
06 78 G05 1978 784566.594 965730.605
06 78 G06 1978 780574.177 965184.349
06 78 G06-B 1991 777330.509 964664.222
06 78 G06-C 1991 774671.600 964226.700
DELRAY-A 771954.696 963990.861
06 78 H01 1978 768667.426 963691.268
PM BH R-192 1974 761715.957 962893.586
93 89 A21 757103.758 962589.574
93 89 A22-3 745357.512 961571.784
93 89 A24 737655.621 960568.269
93 89 A26 729993.218 959894.251
93 89 A27 728671.174 959952.270
93 89 A28 727506.107 959869.199
86 92 DA01 721781.093 959094.447
I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES
IN PALM BEACH COUNTY, FLORIDA, LYING ALONG THE ATLANTIC COAST 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 PROCEDURES 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 PALM BEACH 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 ??????, 19?? USING FOUR
ASHTECH L12 AND ONE ASHTECH M12 RECEIVERS.
POST PROCESSING SOFTWARE USED: ASHTECH GPPS VERSION 4.2.01
LEAST SQUARE GEODETIC ADJUSTMENT SOFTWARE USED: ASHTECH FILLNET
VERSION 2.0.
4.) PROCEDURES 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:
FINAL FIXED ADJUSTMENT FILE NAME:
6.) HORIZONTAL VALUES PRESENTED ON THIS SURVEY ARE REFERENCED TO
THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST 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 90 (NGS)
9.) WHEN HELD FIXED, NGS HORIZONTAL CONTROL POINTS "PANOS 1970"
AND "HAULOVER 1929 NO3 1970" DISTORED THE NETWORK. THEREFORE
"PANOS 1970" AND "HAULOVER 1929 NO3 1970" WERE ALLOWED TO
FLOAT AND TAKE ADJUSTMENT.
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
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Water Boundary
