|
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 01/02/02, AS INSTRUMENT #02-001065 "BULKHEAD BOOK 2,
PAGES 79 - 114", AND IN INSTRUMENT #02-001222" O.R. BOOK 11760, PAGES
2687-2693" IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
METES AND BOUNDS DESCRIPTION
FOR THE
COASTAL CONSTRUCTION CONTROL LINE
PINELLAS 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
GULF OF MEXICO FROM MEAN HIGH WATER LINE AT THE THE NORTHERN END OF
HONEYMOON ISLAND SOUTHERLY TO THE MEAN HIGH WATER LINE AT THE SOUTHERN
END OF HONEYMOON ISLAND. THENCE RECOMMENCING AT THE MEAN HIGH WATER LINE AT
THE NORTHERN END OF CALADESI ISLAND SOUTHERLY TO THE NORTH MEAN HIGH WATER
LINE OF DUNEDIN PASS. THENCE RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE
OF DUNEDIN PASS SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF LITTLE PASS.
THENCE RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE OF LITTLE PASS SOUTHERLY
TO THE NORTH MEAN HIGH WATER LINE OF JOHNS PASS. THENCE RECOMMENCING AT THE
SOUTH MEAN HIGH WATER LINE OF JOHNS PASS SOUTHERLY TO THE NORTH MEAN HIGH
WATER LINE OF BLIND PASS. THENCE RECOMMENCING AT THE SOUTH MEAN HIGH
WATER LINE OF BLIND PASS SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF
PASS-A-GRILLE CHANNEL. THENCE RECOMMENCING AT THE SOUTH MEAN HIGH WATER
LINE OF BUNCES PASS ON MULLET KEY SOUTHERLY AND EASTERLY TO ITS TERMINUS
AT THE MEAN HIGH WATER LINE OF TAMPA BAY.
SAID COASTAL CONSTRUCTION CONTROL LINE IS RELATED TO A SERIES OF
"PERMANENT REFERENCE MONUMENTS" (P.R.M.) DESIGNATED AND
HEREINAFTER REFERRED TO AS "15-90-DA-01 THRU 15-90-DA-03" , "R001 PNLS 1990" ,
"R022 PNLS 1974" , "R032 PNLS 1974" , "15-99-DA-08A" , "15-90-DA-08" , "R036
PNLS 1974" , "15-99-DA-07" , "15-90-DA-09" , "15-99-DA-10A" , "15-99-DA-11A" ,
"NOS 6724 N" , "15-77-B-09A" , "15-77-B-09" , "15-90-DA-12" , "15-90-DA-12A" ,
"R050 PNLS 1974" , "15-99-DA-13A" , "15-99-DA-13B" , "15-90-DA-14" ,
"15-99-DA-15A THRU 15-99-DA-15D" , "15-90-DA-16" , "15-90-DA-17" , "15-90-DA-17A"
, "NARROW-D" , "15-90-DA17B" , "NARROW 1973" , "NARROW-F" , "15-99-DA17D"
, "15-99-DA17E" , "15-90-DA-18" , "15-90-DA-19" , "15-90-DA-19A" , "REDINGTON-B
THRU REDINGTON-D" , "15-90-DA-20" , "15-99-DA-21B" , "15-77-B-08" , "15-90-DA-22
THRU 15-90-DA-25" , "RAINEY 1973" , "MADERIA" , "15-90-DA-25A THRU 15-90-DA-25C" ,
"15-90-DA-26" , " 15-90-DA-27" , "15-90-DA-27A" , "RAINEY-J" , "RAINEY-K" ,
"PBE 144 68" , "BLIND-D" , " 15-90-DA-27B" , "15-90-DA-27D" , "15-90-DA-28" ,
"15-90-DA-29" , "BLIND PASS" , " PBE 133" , "BLIND-P" , "15-77-B-04" ,
"NOAA-D" , "15-99-DA-31" , "NOAA 1973" , "15-99-DA-31A" , "15-99-DA-32" ,
"NOAA-A" , "NOS 6430 J 1988" , "R170 PNLS 1974" , "R172 PNLS 1990" ,
"T174 PNLS 1977" , "T177 PNLS 1977" , "15-90-DA30" , "DESOTO 1973" ,
"15-90-B-01-2","DESOTO-B".
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 WEST 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. R001 PNLS 1990; THENCE S 34 DEG. 00 MIN. 00 SEC. E A
DISTANCE OF 595.00 FEET TO THE POINT OF BEGINNING; THENCE
N 16 DEG. 55 MIN. 07 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF SAINT JOSEPH SOUND, SAID POINT BEING THE NORTHERN
TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR PINELLAS COUNTY;
THENCE RETURN ALONG THE SAME COURSE TO THE POINT OF BEGINNING; SAID POINT
BEING S 34 DEG. 00 MIN. 00 SEC. E A DISTANCE OF 595.00 FEET FROM (P.R.M.)
R001 PNLS 1990.
THENCE S 16 DEG. 55 MIN. 07 SEC. W A DISTANCE OF 370.11 FEET TO A POINT;
THENCE S 05 DEG. 40 MIN. 31 SEC. W A DISTANCE OF 661.90 FEET TO A POINT;
THENCE S 06 DEG. 12 MIN. 57 SEC. W A DISTANCE OF 945.06 FEET TO A POINT;
THENCE S 01 DEG. 31 MIN. 21 SEC. W A DISTANCE OF 1146.15 FEET TO A POINT;
THENCE S 03 DEG. 42 MIN. 56 SEC. E A DISTANCE OF 763.91 FEET TO A POINT;
THENCE S 00 DEG. 03 MIN. 53 SEC. E A DISTANCE OF 207.31 FEET TO A POINT;
THENCE S 00 DEG. 37 MIN. 05 SEC. E A DISTANCE OF 1003.95 FEET TO A POINT;
SAID POINT BEING N 44 DEG. 45 MIN. 09 SEC. E A DISTANCE OF 1512.10 FEET
FROM P.R.M. 15-90-DA-01
THENCE S 27 DEG. 58 MIN. 45 SEC. E A DISTANCE OF 862.90 FEET TO A POINT;
THENCE S 42 DEG. 09 MIN. 25 SEC. E A DISTANCE OF 1075.26 FEET TO A POINT;
SAID POINT BEING N 73 DEG. 07 MIN. 36 SEC. E A DISTANCE OF 1429.70 FEET
FROM P.R.M. 15-90-DA-02
THENCE S 45 DEG. 42 MIN. 01 SEC. E A DISTANCE OF 1024.55 FEET TO A POINT;
THENCE S 56 DEG. 30 MIN. 30 SEC. E A DISTANCE OF 1107.39 FEET TO A POINT;
THENCE S 65 DEG. 18 MIN. 05 SEC. E A DISTANCE OF 663.85 FEET TO A POINT;
SAID POINT BEING N 57 DEG. 18 MIN. 26 SEC. E A DISTANCE OF 1537.30 FEET
FROM P.R.M. 15-90-DA-03
THENCE S 65 DEG. 18 MIN. 09 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF HURRICANE PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 57 DEG. 18 MIN. 26 SEC. E A DISTANCE
OF 1537.30 FEET FROM P.R.M. 15-90-DA-03.
RECOMMENCE AT P.R.M. R022 PNLS 1974, THENCE N 37 DEG. 56 MIN. 38 SEC. E
A DISTANCE OF 1031.43 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 09 DEG. 14 MIN. 01 SEC. E TO THE INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE WESTERN SHORE OF SAINT JOSEPH SOUND;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 37 DEG. 56 MIN. 38 SEC. E A DISTANCE OF
1031.43 FEET FROM P.R.M. R022 PNLS 1974
THENCE S 09 DEG. 06 MIN. 51 SEC. W A DISTANCE OF 954.86 FEET TO A POINT;
THENCE S 33 DEG. 22 MIN. 48 SEC. W A DISTANCE OF 1092.11 FEET TO A POINT;
THENCE S 19 DEG. 22 MIN. 56 SEC. W A DISTANCE OF 1021.21 FEET TO A POINT;
THENCE S 27 DEG. 16 MIN. 23 SEC. E A DISTANCE OF 1588.30 FEET TO A POINT;
THENCE S 13 DEG. 39 MIN. 47 SEC. W A DISTANCE OF 1009.83 FEET TO A POINT;
THENCE S 22 DEG. 29 MIN. 50 SEC. W A DISTANCE OF 1005.17 FEET TO A POINT;
THENCE S 22 DEG. 34 MIN. 25 SEC. W A DISTANCE OF 930.69 FEET TO A POINT;
THENCE S 05 DEG. 06 MIN. 23 SEC. W A DISTANCE OF 940.49 FEET TO A POINT;
THENCE S 03 DEG. 58 MIN. 35 SEC. W A DISTANCE OF 1017.58 FEET TO A POINT;
SAID POINT BEING N 52 DEG. 31 MIN. 51 SEC. E A DISTANCE OF 1676.16 FEET
FROM P.R.M. R032 PNLS 1974
THENCE S 02 DEG. 38 MIN. 40 SEC. W TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF DUNEDIN PASS.
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 52 DEG. 31 MIN. 51 SEC. E A DISTANCE
OF 1676.16 FEET FROM P.R.M. R032 PNLS 1974.
RECOMMENCE AT P.R.M. 15-99-DA-08A, THENCE S 40 DEG. 09 MIN. 26 SEC. W
A DISTANCE OF 230.05 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 08 DEG. 36 MIN. 11 SEC. E A DISTANCE OF 548.17 FEET TO A
POINT; THENCE N 48 DEG. 00 MIN. 00 SEC. E TO THE POINT OF INTERSECTION WITH
THE MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF DUNEDIN PASS;
THENCE RETURN ALONG THE SAME COURSES TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING S 40 DEG. 09 MIN. 26 SEC. W A DISTANCE OF
230.05 FEET FROM P.R.M. 15-99-DA-08A
THENCE S 04 DEG. 45 MIN. 02 SEC. E A DISTANCE OF 362.24 FEET TO A POINT;
THENCE S 07 DEG. 12 MIN. 57 SEC. E A DISTANCE OF 1019.07 FEET TO A POINT;
SAID POINT BEING N 70 DEG. 39 MIN. 14 SEC. W A DISTANCE OF 557.46 FEET
FROM P.R.M. 15-90-DA-08
THENCE S 01 DEG. 08 MIN. 11 SEC. E A DISTANCE OF 1122.52 FEET TO A POINT;
THENCE S 22 DEG. 35 MIN. 11 SEC. W A DISTANCE OF 445.90 FEET TO A POINT;
THENCE S 14 DEG. 05 MIN. 54 SEC. W A DISTANCE OF 527.08 FEET TO A POINT;
SAID POINT BEING N 82 DEG. 13 MIN. 07 SEC. W A DISTANCE OF 1390.65 FEET
FROM P.R.M. 15-99-DA-07
THENCE S 04 DEG. 27 MIN. 42 SEC. W A DISTANCE OF 1000.33 FEET TO A POINT;
THENCE S 03 DEG. 17 MIN. 22 SEC. W A DISTANCE OF 658.59 FEET TO A POINT;
THENCE S 00 DEG. 30 MIN. 04 SEC. E A DISTANCE OF 343.01 FEET TO A POINT;
THENCE S 03 DEG. 09 MIN. 02 SEC. E A DISTANCE OF 994.20 FEET TO A POINT;
SAID POINT BEING S 04 DEG. 55 MIN. 53 SEC. E A DISTANCE OF 151.73 FEET
FROM P.R.M. 15-90-DA-09
THENCE S 02 DEG. 52 MIN. 59 SEC. E A DISTANCE OF 543.99 FEET TO A POINT;
THENCE S 01 DEG. 01 MIN. 04 SEC. E A DISTANCE OF 497.18 FEET TO A POINT;
THENCE S 01 DEG. 36 MIN. 06 SEC. E A DISTANCE OF 1115.34 FEET TO A POINT;
THENCE S 03 DEG. 00 MIN. 13 SEC. W A DISTANCE OF 667.92 FEET TO A POINT;
SAID POINT BEING S 39 DEG. 12 MIN. 37 SEC. E A DISTANCE OF 336.65 FEET
FROM P.R.M. 15-99-DA-10A
THENCE S 09 DEG. 54 MIN. 34 SEC. W A DISTANCE OF 505.54 FEET TO A POINT;
THENCE S 07 DEG. 20 MIN. 11 SEC. W A DISTANCE OF 856.01 FEET TO A POINT;
THENCE S 11 DEG. 31 MIN. 51 SEC. W A DISTANCE OF 988.96 FEET TO A POINT;
SAID POINT BEING S 82 DEG. 03 MIN. 33 SEC. E A DISTANCE OF 169.16 FEET
FROM P.R.M. 15-99-DA-11A
THENCE S 06 DEG. 46 MIN. 49 SEC. W A DISTANCE OF 2016.58 FEET TO A POINT;
SAID POINT BEING S 04 DEG. 59 MIN. 09 SEC. W A DISTANCE OF 1217.58 FEET
FROM P.R.M. 15-77-B09A
THENCE S 06 DEG. 53 MIN. 19 SEC. W A DISTANCE OF 607.91 FEET TO A POINT;
THENCE S 76 DEG. 36 MIN. 25 SEC. W A DISTANCE OF 302.22 FEET TO A POINT;
SAID POINT BEING N 67 DEG. 46 MIN. 49 SEC. W A DISTANCE OF 441.92 FEET
FROM P.R.M. 15-77-B-09
THENCE S 22 DEG. 39 MIN. 10 SEC. E A DISTANCE OF 381.57 FEET TO A POINT;
THENCE S 42 DEG. 45 MIN. 00 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF CLEARWATER PASS;
THENCE RETURN ALONG THE SAME COURSES TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 67 DEG. 46 MIN. 49 SEC. W A DISTANCE
OF 441.92 FEET FROM P.R.M. 15-77-B-09.
RECOMMENCE AT P.R.M. 15-99-DA-13A, THENCE N 16 DEG. 34 MIN. 08 SEC. E
A DISTANCE OF 868.55 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 13 DEG. 00 MIN. 00 SEC. E TO THE INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF CLEARWATER PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 16 DEG. 34 MIN. 08 SEC. E A DISTANCE OF
868.55 FEET FROM P.R.M. 15-99-DA-13A
THENCE S 49 DEG. 14 MIN. 18 SEC. W A DISTANCE OF 1040.11 FEET TO A POINT;
THENCE S 60 DEG. 49 MIN. 54 SEC. W A DISTANCE OF 1351.12 FEET TO A POINT;
THENCE S 20 DEG. 49 MIN. 30 SEC. W A DISTANCE OF 523.18 FEET TO A POINT;
SAID POINT BEING N 79 DEG. 14 MIN. 29 SEC. W A DISTANCE OF 949.38 FEET
FROM P.R.M. 15-99-DA-13B
THENCE S 21 DEG. 26 MIN. 17 SEC. W A DISTANCE OF 1201.10 FEET TO A POINT;
THENCE S 36 DEG. 56 MIN. 07 SEC. W A DISTANCE OF 1224.80 FEET TO A POINT;
THENCE S 28 DEG. 04 MIN. 21 SEC. W A DISTANCE OF 731.00 FEET TO A POINT;
THENCE S 31 DEG. 07 MIN. 36 SEC. W A DISTANCE OF 421.72 FEET TO A POINT;
THENCE S 24 DEG. 38 MIN. 10 SEC. W A DISTANCE OF 869.40 FEET TO A POINT;
THENCE S 24 DEG. 25 MIN. 05 SEC. W A DISTANCE OF 993.65 FEET TO A POINT;
THENCE S 24 DEG. 59 MIN. 05 SEC. W A DISTANCE OF 1027.08 FEET TO A POINT;
THENCE S 21 DEG. 48 MIN. 35 SEC. W A DISTANCE OF 1273.13 FEET TO A POINT;
THENCE S 16 DEG. 03 MIN. 34 SEC. W A DISTANCE OF 2524.52 FEET TO A POINT;
THENCE S 13 DEG. 21 MIN. 39 SEC. W A DISTANCE OF 1022.68 FEET TO A POINT;
SAID POINT BEING N 78 DEG. 08 MIN. 09 SEC. W A DISTANCE OF 249.32 FEET
FROM P.R.M. 15-99-DA-15A
THENCE S 13 DEG. 19 MIN. 36 SEC. W A DISTANCE OF 1056.96 FEET TO A POINT;
THENCE S 10 DEG. 47 MIN. 56 SEC. W A DISTANCE OF 999.90 FEET TO A POINT;
THENCE S 10 DEG. 55 MIN. 31 SEC. W A DISTANCE OF 921.53 FEET TO A POINT;
SAID POINT BEING S 88 DEG. 16 MIN. 34 SEC. W A DISTANCE OF 246.90 FEET
FROM P.R.M. 15-99-DA-15B
THENCE S 12 DEG. 03 MIN. 17 SEC. W A DISTANCE OF 960.46 FEET TO A POINT;
SAID POINT BEING N 05 DEG. 35 MIN. 22 SEC. W A DISTANCE OF 825.49 FEET
FROM P.R.M. 15-99-DA-15C
THENCE S 12 DEG. 11 MIN. 35 SEC. W A DISTANCE OF 2023.54 FEET TO A POINT;
THENCE S 11 DEG. 40 MIN. 36 SEC. W A DISTANCE OF 1411.53 FEET TO A POINT;
SAID POINT BEING N 69 DEG. 55 MIN. 36 SEC. W A DISTANCE OF 286.89 FEET
FROM P.R.M. 15-99-DA-15D
THENCE S 09 DEG. 14 MIN. 12 SEC. W A DISTANCE OF 710.21 FEET TO A POINT;
THENCE S 08 DEG. 27 MIN. 38 SEC. W A DISTANCE OF 1061.91 FEET TO A POINT;
THENCE S 08 DEG. 15 MIN. 27 SEC. W A DISTANCE OF 931.30 FEET TO A POINT;
SAID POINT BEING S 57 DEG. 46 MIN. 50 SEC. W A DISTANCE OF 423.67 FEET
FROM P.R.M. 15-90-DA-16
THENCE S 08 DEG. 42 MIN. 06 SEC. W A DISTANCE OF 931.94 FEET TO A POINT;
THENCE S 08 DEG. 21 MIN. 39 SEC. W A DISTANCE OF 842.24 FEET TO A POINT;
SAID POINT BEING S 84 DEG. 38 MIN. 44 SEC. W A DISTANCE OF 333.75 FEET
FROM P.R.M. 15-90-DA-17
THENCE S 08 DEG. 04 MIN. 38 SEC. W A DISTANCE OF 1014.67 FEET TO A POINT;
THENCE S 09 DEG. 32 MIN. 27 SEC. W A DISTANCE OF 992.17 FEET TO A POINT;
THENCE S 08 DEG. 27 MIN. 57 SEC. W A DISTANCE OF 1015.52 FEET TO A POINT;
SAID POINT BEING S 63 DEG. 08 MIN. 59 SEC. W A DISTANCE OF 324.33 FEET
FROM P.R.M. 15-90-DA-17A
THENCE S 02 DEG. 36 MIN. 09 SEC. W A DISTANCE OF 946.98 FEET TO A POINT;
SAID POINT BEING N 82 DEG. 56 MIN. 15 SEC. W A DISTANCE OF 220.24 FEET
FROM P.R.M. NARROW-D
THENCE S 03 DEG. 19 MIN. 45 SEC. E A DISTANCE OF 1009.61 FEET TO A POINT;
SAID POINT BEING S 68 DEG. 06 MIN. 54 SEC. W A DISTANCE OF 251.94 FEET
FROM P.R.M. 15-90-DA-17B
THENCE S 00 DEG. 49 MIN. 38 SEC. E A DISTANCE OF 995.20 FEET TO A POINT;
THENCE S 01 DEG. 44 MIN. 50 SEC. E A DISTANCE OF 1049.49 FEET TO A POINT;
SAID POINT BEING N 62 DEG. 40 MIN. 18 SEC. W A DISTANCE OF 266.59 FEET
FROM P.R.M. NARROW
THENCE S 04 DEG. 20 MIN. 51 SEC. E A DISTANCE OF 1028.96 FEET TO A POINT;
THENCE S 07 DEG. 16 MIN. 26 SEC. E A DISTANCE OF 1003.07 FEET TO A POINT;
THENCE S 08 DEG. 09 MIN. 30 SEC. E A DISTANCE OF 1003.51 FEET TO A POINT;
THENCE S 08 DEG. 33 MIN. 38 SEC. E A DISTANCE OF 1045.29 FEET TO A POINT;
THENCE S 11 DEG. 01 MIN. 32 SEC. E A DISTANCE OF 1856.26 FEET TO A POINT;
SAID POINT BEING S 52 DEG. 27 MIN. 37 SEC. W A DISTANCE OF 252.42 FEET
FROM P.R.M. NARROW-F
THENCE S 14 DEG. 34 MIN. 49 SEC. E A DISTANCE OF 945.45 FEET TO A POINT;
THENCE S 15 DEG. 02 MIN. 11 SEC. E A DISTANCE OF 1056.16 FEET TO A POINT;
THENCE S 16 DEG. 55 MIN. 48 SEC. E A DISTANCE OF 999.31 FEET TO A POINT;
THENCE S 20 DEG. 48 MIN. 33 SEC. E A DISTANCE OF 954.25 FEET TO A POINT;
THENCE S 22 DEG. 18 MIN. 56 SEC. E A DISTANCE OF 579.39 FEET TO A POINT;
THENCE S 23 DEG. 21 MIN. 07 SEC. E A DISTANCE OF 638.28 FEET TO A POINT;
SAID POINT BEING N 54 DEG. 37 MIN. 31 SEC. W A DISTANCE OF 276.05 FEET
FROM P.R.M. 15-99-DA-17D
THENCE S 25 DEG. 58 MIN. 36 SEC. E A DISTANCE OF 2917.78 FEET TO A POINT;
SAID POINT BEING S 57 DEG. 21 MIN. 08 SEC. W A DISTANCE OF 320.15 FEET
FROM P.R.M. 15-90-DA-18
THENCE S 30 DEG. 43 MIN. 26 SEC. E A DISTANCE OF 2293.99 FEET TO A POINT;
SAID POINT BEING S 59 DEG. 06 MIN. 15 SEC. W A DISTANCE OF 371.50 FEET
FROM P.R.M. 15-90-DA-19A
THENCE S 32 DEG. 04 MIN. 54 SEC. E A DISTANCE OF 1195.57 FEET TO A POINT;
SAID POINT BEING N 62 DEG. 59 MIN. 52 SEC. W A DISTANCE OF 921.02 FEET
FROM P.R.M. REDINGTON-C
THENCE S 26 DEG. 52 MIN. 58 SEC. E A DISTANCE OF 1371.18 FEET TO A POINT;
THENCE S 23 DEG. 30 MIN. 54 SEC. E A DISTANCE OF 1117.83 FEET TO A POINT;
SAID POINT BEING S 69 DEG. 17 MIN. 58 SEC. W A DISTANCE OF 380.98 FEET
FROM P.R.M. REDINGTON-B
THENCE S 31 DEG. 08 MIN. 12 SEC. E A DISTANCE OF 796.79 FEET TO A POINT;
THENCE S 34 DEG. 49 MIN. 29 SEC. E A DISTANCE OF 896.57 FEET TO A POINT;
SAID POINT BEING N 89 DEG. 03 MIN. 45 SEC. W A DISTANCE OF 323.16 FEET
FROM P.R.M. REDINGTON-D
THENCE S 37 DEG. 39 MIN. 57 SEC. E A DISTANCE OF 792.08 FEET TO A POINT;
THENCE S 42 DEG. 36 MIN. 45 SEC. E A DISTANCE OF 1035.40 FEET TO A POINT;
SAID POINT BEING N 55 DEG. 59 MIN. 59 SEC. W A DISTANCE OF 1174.56 FEET
FROM P.R.M. 15-90-DA-19B
THENCE S 43 DEG. 45 MIN. 25 SEC. E A DISTANCE OF 2118.28 FEET TO A POINT;
SAID POINT BEING N 74 DEG. 46 MIN. 20 SEC. W A DISTANCE OF 661.37 FEET
FROM P.R.M. 15-90-DA-20
THENCE S 51 DEG. 54 MIN. 09 SEC. E A DISTANCE OF 2053.47 FEET TO A POINT;
THENCE S 52 DEG. 27 MIN. 24 SEC. E A DISTANCE OF 1939.73 FEET TO A POINT;
THENCE S 49 DEG. 10 MIN. 09 SEC. E A DISTANCE OF 1001.79 FEET TO A POINT;
SAID POINT BEING S 26 DEG. 49 MIN. 28 SEC. W A DISTANCE OF 297.81 FEET
FROM P.R.M. 15-99-DA-21B
THENCE S 47 DEG. 56 MIN. 17 SEC. E A DISTANCE OF 910.54 FEET TO A POINT;
THENCE S 49 DEG. 24 MIN. 18 SEC. E A DISTANCE OF 1003.52 FEET TO A POINT;
SAID POINT BEING S 37 DEG. 58 MIN. 47 SEC. W A DISTANCE OF 259.77 FEET
FROM P.R.M. 15-77-B-08
THENCE S 48 DEG. 48 MIN. 00 SEC. E A DISTANCE OF 1141.66 FEET TO A POINT;
THENCE S 48 DEG. 43 MIN. 25 SEC. E A DISTANCE OF 1012.59 FEET TO A POINT;
SAID POINT BEING S 04 DEG. 10 MIN. 26 SEC. E A DISTANCE OF 207.01 FEET
FROM P.R.M. 15-90-DA-22
THENCE S 48 DEG. 38 MIN. 43 SEC. E A DISTANCE OF 989.83 FEET TO A POINT;
SAID POINT BEING N 83 DEG. 14 MIN. 02 SEC. W A DISTANCE OF 343.50 FEET
FROM P.R.M. 15-90-DA-23
THENCE S 48 DEG. 40 MIN. 58 SEC. E A DISTANCE OF 1354.08 FEET TO A POINT;
SAID POINT BEING N 67 DEG. 49 MIN. 25 SEC. W A DISTANCE OF 588.04 FEET
FROM P.R.M. 15-90-DA-23A
THENCE S 44 DEG. 07 MIN. 13 SEC. E A DISTANCE OF 736.89 FEET TO A POINT;
THENCE S 43 DEG. 41 MIN. 19 SEC. E A DISTANCE OF 648.59 FEET TO A POINT;
THENCE S 38 DEG. 39 MIN. 36 SEC. E A DISTANCE OF 448.22 FEET TO A POINT;
SAID POINT BEING S 71 DEG. 50 MIN. 18 SEC. W A DISTANCE OF 309.87 FEET
FROM P.R.M. 15-90-DA-24
THENCE S 36 DEG. 40 MIN. 40 SEC. E A DISTANCE OF 894.00 FEET TO A POINT;
THENCE S 32 DEG. 15 MIN. 06 SEC. E A DISTANCE OF 1060.64 FEET TO A POINT;
SAID POINT BEING S 34 DEG. 42 MIN. 03 SEC. W A DISTANCE OF 468.76 FEET
FROM P.R.M.15-90-DA-25
THENCE S 36 DEG. 31 MIN. 19 SEC. E A DISTANCE OF 494.01 FEET TO A POINT;
SAID POINT BEING N 26 DEG. 19 MIN. 05 SEC. W A DISTANCE OF 1037.37 FEET
FROM P.R.M. MADERIA
THENCE S 37 DEG. 00 MIN. 00 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF JOHNS PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 26 DEG. 19 MIN. 05 SEC. W A DISTANCE
OF 1037.37 FEET FROM P.R.M. MADERIA.
RECOMMENCE AT P.R.M. MADERIA, THENCE N 78 DEG. 18 MIN. 44 SEC. W
A DISTANCE OF 191.89 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 14 DEG. 38 MIN. 00 SEC. W TO THE INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF JOHNS PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 78 DEG. 18 MIN. 44 SEC. W A DISTANCE OF
191.88 FEET FROM P.R.M. MADERIA
THENCE S 00 DEG. 40 MIN. 55 SEC. W A DISTANCE OF 168.01 FEET TO A POINT;
THENCE S 24 DEG. 08 MIN. 44 SEC. E A DISTANCE OF 1080.54 FEET TO A POINT;
SAID POINT BEING S 89 DEG. 42 MIN. 47 SEC. W A DISTANCE OF 613.23 FEET
FROM P.R.M. 15-90-DA-25A
THENCE S 24 DEG. 08 MIN. 18 SEC. E A DISTANCE OF 496.41 FEET TO A POINT;
SAID POINT BEING N 85 DEG. 42 MIN. 57 SEC. W A DISTANCE OF 646.15 FEET
FROM P.R.M. 15-90-DA-25B
THENCE S 32 DEG. 39 MIN. 19 SEC. E A DISTANCE OF 214.98 FEET TO A POINT;
THENCE S 41 DEG. 16 MIN. 40 SEC. E A DISTANCE OF 294.07 FEET TO A POINT;
THENCE S 51 DEG. 34 MIN. 19 SEC. E A DISTANCE OF 308.91 FEET TO A POINT;
THENCE S 63 DEG. 55 MIN. 44 SEC. E A DISTANCE OF 259.39 FEET TO A POINT;
THENCE S 73 DEG. 28 MIN. 56 SEC. E A DISTANCE OF 151.24 FEET TO A POINT;
THENCE N 22 DEG. 16 MIN. 33 SEC. E A DISTANCE OF 179.39 FEET TO A POINT;
SAID POINT BEING S 39 DEG. 25 MIN. 06 SEC. W A DISTANCE OF 391.53 FEET
FROM P.R.M. 15-90-DA-25C
THENCE S 65 DEG. 14 MIN. 26 SEC. E A DISTANCE OF 255.49 FEET TO A POINT;
THENCE S 55 DEG. 12 MIN. 21 SEC. E A DISTANCE OF 474.91 FEET TO A POINT;
SAID POINT BEING S 76 DEG. 20 MIN. 38 SEC. W A DISTANCE OF 330.99 FEET
FROM P.R.M. 15-90-DA-26
THENCE S 48 DEG. 18 MIN. 10 SEC. E A DISTANCE OF 1116.96 FEET TO A POINT;
SAID POINT BEING N 89 DEG. 26 MIN. 46 SEC. W A DISTANCE OF 313.15 FEET
FROM P.R.M. 15-90-DA-27
THENCE S 39 DEG. 44 MIN. 50 SEC. E A DISTANCE OF 502.03 FEET TO A POINT;
THENCE S 40 DEG. 07 MIN. 33 SEC. E A DISTANCE OF 194.72 FEET TO A POINT;
THENCE S 37 DEG. 33 MIN. 35 SEC. E A DISTANCE OF 194.39 FEET TO A POINT;
THENCE S 32 DEG. 10 MIN. 43 SEC. E A DISTANCE OF 975.38 FEET TO A POINT;
SAID POINT BEING S 07 DEG. 52 MIN. 49 SEC. W A DISTANCE OF 492.94 FEET
FROM P.R.M. 15-90-DA-27A
THENCE S 25 DEG. 20 MIN. 21 SEC. E A DISTANCE OF 947.61 FEET TO A POINT;
THENCE N 87 DEG. 20 MIN. 14 SEC. W A DISTANCE OF 43.05 FEET TO A POINT;
SAID POINT BEING N 77 DEG. 55 MIN. 14 SEC. W A DISTANCE OF 173.46 FEET
FROM P.R.M. RAINEY-J
THENCE S 23 DEG. 23 MIN. 38 SEC. E A DISTANCE OF 501.20 FEET TO A POINT;
THENCE S 19 DEG. 41 MIN. 05 SEC. E A DISTANCE OF 623.43 FEET TO A POINT;
SAID POINT BEING S 59 DEG. 59 MIN. 29 SEC. W A DISTANCE OF 195.50 FEET
FROM P.R.M. RAINEY-K
THENCE S 14 DEG. 07 MIN. 33 SEC. E A DISTANCE OF 133.54 FEET TO A POINT;
THENCE S 16 DEG. 23 MIN. 10 SEC. E A DISTANCE OF 497.72 FEET TO A POINT;
SAID POINT BEING S 64 DEG. 43 MIN. 26 SEC. W A DISTANCE OF 133.42 FEET
FROM P.R.M. PBE 144 68
THENCE S 12 DEG. 14 MIN. 33 SEC. E A DISTANCE OF 542.33 FEET TO A POINT;
SAID POINT BEING N 28 DEG. 53 MIN. 02 SEC. W A DISTANCE OF 570.04 FEET
FROM P.R.M. BLIND-D
THENCE S 17 DEG. 16 MIN. 36 SEC. E A DISTANCE OF 1075.16 FEET TO A POINT;
THENCE S 14 DEG. 56 MIN. 53 SEC. E A DISTANCE OF 1134.75 FEET TO A POINT;
SAID POINT BEING S 09 DEG. 04 MIN. 32 SEC. W A DISTANCE OF 403.63 FEET
FROM P.R.M. 15-90-DA-27B
THENCE S 19 DEG. 50 MIN. 03 SEC. E A DISTANCE OF 1839.10 FEET TO A POINT;
SAID POINT BEING S 03 DEG. 24 MIN. 54 SEC. W A DISTANCE OF 339.84 FEET
FROM P.R.M. 15-90-DA-28
THENCE S 24 DEG. 43 MIN. 36 SEC. E A DISTANCE OF 1728.47 FEET TO A POINT;
SAID POINT BEING S 20 DEG. 17 MIN. 24 SEC. W A DISTANCE OF 170.76 FEET
FROM P.R.M. 15-90-DA-29
THENCE S 36 DEG. 14 MIN. 56 SEC. E A DISTANCE OF 948.64 FEET TO A POINT;
THENCE S 42 DEG. 49 MIN. 13 SEC. E A DISTANCE OF 685.69 FEET TO A POINT;
SAID POINT BEING N 30 DEG. 09 MIN. 42 SEC. W A DISTANCE OF 865.19 FEET
FROM P.R.M. COE BLIND PASS
THENCE S 34 DEG. 46 MIN. 42 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF BLIND PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 30 DEG. 09 MIN. 42 SEC. W A DISTANCE
OF 865.19 FEET FROM P.R.M. COE BLIND PASS.
RECOMMENCE AT P.R.M. COE BLIND PASS, THENCE S 51 DEG. 23 MIN. 35 SEC. E
A DISTANCE OF 605.70 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 43 DEG. 10 MIN. 23 SEC. W TO THE INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF BLIND PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING S 51 DEG. 23 MIN. 35 SEC. E A DISTANCE OF
605.70 FEET FROM P.R.M. COE BLIND PASS
THENCE S 43 DEG. 10 MIN. 23 SEC. E A DISTANCE OF 887.16 FEET TO A POINT;
THENCE S 45 DEG. 23 MIN. 22 SEC. E A DISTANCE OF 1040.89 FEET TO A POINT;
THENCE S 45 DEG. 48 MIN. 25 SEC. E A DISTANCE OF 803.35 FEET TO A POINT;
SAID POINT BEING S 56 DEG. 26 MIN. 59 SEC. W A DISTANCE OF 754.49 FEET
FROM P.R.M. PBE 133
THENCE S 35 DEG. 16 MIN. 08 SEC. E A DISTANCE OF 966.38 FEET TO A POINT;
SAID POINT BEING S 75 DEG. 19 MIN. 20 SEC. W A DISTANCE OF 762.85 FEET
FROM P.R.M. BLIND-P
THENCE S 30 DEG. 41 MIN. 09 SEC. E A DISTANCE OF 1095.36 FEET TO A POINT;
SAID POINT BEING N 59 DEG. 33 MIN. 03 SEC. W A DISTANCE OF 1028.50 FEET
FROM P.R.M. 15-77-B-04
THENCE S 24 DEG. 45 MIN. 42 SEC. E A DISTANCE OF 2046.11 FEET TO A POINT;
SAID POINT BEING S 66 DEG. 53 MIN. 50 SEC. W A DISTANCE OF 445.94 FEET
FROM P.R.M. NOAA D
THENCE S 18 DEG. 36 MIN. 57 SEC. E A DISTANCE OF 1076.66 FEET TO A POINT;
THENCE S 15 DEG. 58 MIN. 55 SEC. E A DISTANCE OF 1039.87 FEET TO A POINT;
THENCE S 13 DEG. 38 MIN. 48 SEC. E A DISTANCE OF 1034.20 FEET TO A POINT;
SAID POINT BEING N 41 DEG. 47 MIN. 33 SEC. W A DISTANCE OF 581.09 FEET
FROM P.R.M. 15-99 DA-31
THENCE S 11 DEG. 55 MIN. 49 SEC. E A DISTANCE OF 996.52 FEET TO A POINT;
THENCE S 07 DEG. 59 MIN. 08 SEC. E A DISTANCE OF 1007.77 FEET TO A POINT;
SAID POINT BEING N 24 DEG. 55 MIN. 59 SEC. W A DISTANCE OF 370.64 FEET
FROM P.R.M. NOAA
THENCE S 06 DEG. 01 MIN. 04 SEC. E A DISTANCE OF 1039.73 FEET TO A POINT;
SAID POINT BEING S 86 DEG. 56 MIN. 24 SEC. W A DISTANCE OF 440.54 FEET
FROM P.R.M. 15-99-DA-31A
THENCE S 03 DEG. 19 MIN. 04 SEC. E A DISTANCE OF 1036.74 FEET TO A POINT;
THENCE S 01 DEG. 01 MIN. 42 SEC. E A DISTANCE OF 1003.16 FEET TO A POINT;
SAID POINT BEING N 53 DEG. 50 MIN. 07 SEC. W A DISTANCE OF 503.73 FEET
FROM P.R.M. 15-90-DA-32
THENCE S 00 DEG. 15 MIN. 20 SEC. E A DISTANCE OF 1020.52 FEET TO A POINT;
THENCE S 03 DEG. 41 MIN. 06 SEC. W A DISTANCE OF 3789.33 FEET TO A POINT;
SAID POINT BEING S 06 DEG. 42 MIN. 31 SEC. E A DISTANCE OF 578.47 FEET
FROM P.R.M. NOAA-A
THENCE S 02 DEG. 00 MIN. 59 SEC. E A DISTANCE OF 1615.50 FEET TO A POINT;
SAID POINT BEING S 03 DEG. 45 MIN. 06 SEC. E A DISTANCE OF 5.06 FEET
FROM P.R.M. NOS 6430 J 1988.
THENCE S 02 DEG. 00 MIN. 59 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF PASS-A-GRILLE CHANNEL;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING S 03 DEG. 45 MIN. 06 SEC. E A DISTANCE
OF 5.06 FEET FROM P.R.M. NOS 6430 J 1988.
RECOMMENCE AT P.R.M. R170 PNLS 1974, THENCE N 68 DEG. 46 MIN. 13 SEC. E
A DISTANCE OF 2327.41 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 11 DEG. 17 MIN. 25 SEC. E TO THE INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF BUNCES PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 68 DEG. 46 MIN. 13 SEC. E A DISTANCE OF
2327.41 FEET FROM P.R.M. R170 PNLS 1974
THENCE S 16 DEG. 08 MIN. 36 SEC. W A DISTANCE OF 1036.48 FEET TO A POINT;
THENCE S 14 DEG. 26 MIN. 12 SEC. W A DISTANCE OF 619.62 FEET TO A POINT;
THENCE S 70 DEG. 44 MIN. 02 SEC. W A DISTANCE OF 566.74 FEET TO A POINT;
THENCE S 23 DEG. 22 MIN. 06 SEC. E A DISTANCE OF 739.95 FEET TO A POINT;
SAID POINT BEING N 65 DEG. 00 MIN. 00 SEC. E A DISTANCE OF 410.00 FEET
FROM P.R.M. R172 PNLS 1990
THENCE S 16 DEG. 33 MIN. 13 SEC. E A DISTANCE OF 608.99 FEET TO A POINT;
THENCE S 03 DEG. 23 MIN. 06 SEC. E A DISTANCE OF 831.97 FEET TO A POINT;
THENCE S 05 DEG. 51 MIN. 59 SEC. W A DISTANCE OF 1007.45 FEET TO A POINT;
SAID POINT BEING N 85 DEG. 00 MIN. 00 SEC. E A DISTANCE OF 130.00 FEET
FROM P.R.M. T174 PNLS 1977
THENCE S 06 DEG. 22 MIN. 44 SEC. W A DISTANCE OF 1068.28 FEET TO A POINT;
THENCE S 01 DEG. 44 MIN. 54 SEC. W A DISTANCE OF 1013.78 FEET TO A POINT;
THENCE S 01 DEG. 16 MIN. 36 SEC. E A DISTANCE OF 1027.75 FEET TO A POINT;
SAID POINT BEING N 77 DEG. 13 MIN. 35 SEC. W A DISTANCE OF 23.74 FEET
FROM P.R.M. T177 PNLS 1977
THENCE S 07 DEG. 24 MIN. 14 SEC. W A DISTANCE OF 993.28 FEET TO A POINT;
THENCE S 42 DEG. 09 MIN. 08 SEC. E A DISTANCE OF 1037.55 FEET TO A POINT;
THENCE S 78 DEG. 06 MIN. 46 SEC. E A DISTANCE OF 423.20 FEET TO A POINT;
THENCE N 55 DEG. 36 MIN. 33 SEC. E A DISTANCE OF 811.86 FEET TO A POINT;
THENCE N 60 DEG. 27 MIN. 43 SEC. E A DISTANCE OF 1077.90 FEET TO A POINT;
THENCE N 61 DEG. 06 MIN. 45 SEC. E A DISTANCE OF 943.54 FEET TO A POINT;
THENCE N 69 DEG. 34 MIN. 48 SEC. E A DISTANCE OF 1106.49 FEET TO A POINT;
THENCE N 62 DEG. 48 MIN. 13 SEC. E A DISTANCE OF 942.77 FEET TO A POINT;
THENCE N 62 DEG. 38 MIN. 22 SEC. E A DISTANCE OF 985.06 FEET TO A POINT;
SAID POINT BEING S 80 DEG. 51 MIN. 05 SEC. W A DISTANCE OF 520.44 FEET
FROM P.R.M. 15-90-DA-30
THENCE N 62 DEG. 07 MIN. 42 SEC. E A DISTANCE OF 1206.85 FEET TO A POINT;
SAID POINT BEING N 34 DEG. 11 MIN. 57 SEC. E A DISTANCE OF 589.49 FEET
FROM P.R.M. DESOTO 1973
THENCE N 62 DEG. 25 MIN. 10 SEC. E A DISTANCE OF 996.75 FEET TO A POINT;
THENCE N 66 DEG. 29 MIN. 17 SEC. E A DISTANCE OF 992.41 FEET TO A POINT;
THENCE N 60 DEG. 09 MIN. 37 SEC. E A DISTANCE OF 855.64 FEET TO A POINT;
SAID POINT BEING N 71 DEG. 52 MIN. 35 SEC. W A DISTANCE OF 165.70 FEET
FROM P.R.M. 15-90-B-01-2
THENCE N 53 DEG. 04 MIN. 23 SEC. E A DISTANCE OF 686.16 FEET TO A POINT;
THENCE N 29 DEG. 43 MIN. 08 SEC. E A DISTANCE OF 800.27 FEET TO A POINT;
THENCE N 23 DEG. 47 MIN. 42 SEC. E A DISTANCE OF 2362.79 FEET TO A POINT;
SAID POINT BEING N 47 DEG. 13 MIN. 03 SEC. W A DISTANCE OF 198.20 FEET
FROM P.R.M. DESOTO-B
THENCE N 23 DEG. 47 MIN. 41 SEC. E; TO THE INTERSECTION WITH THE
MEAN HIGH WATER LINE OF TAMPA BAY, SAID POINT BEING THE SOUTHERN
TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR PINELLAS COUNTY.
THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN PINELLAS 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. PERMANENT IDENTIFER (PID) AND ADJUSTMENT DATE.
NORTH AMERICAN 1983 DATUM
ADJUSTMENT OF 1990
FLORIDA MERCATOR EAST ZONE
STATION Y X SOURCE
____________ __________ ___________ ___________
CLEARPORT 1324846.235 411453.732 AG9360 SEPTEMBER 1990
872 6724 N 1325082.404 388614.643 AG9359 SEPTEMBER 1990
JORDAN 1934 1304365.683 432388.950 AG0638 SEPTEMBER 1990
872 6520 A 1250329.110 453318.721 AG9358 SEPTEMBER 1990
THE PINELLAS COUNTY COASTAL CONSTRUCTION CONTROL LINE LEGAL DESCRIPTION
REFERS TO THE FOLLOWING PERMANENT REFERENCE MONUMENTS (P.R.M.)
STATION Y X
___________ __________ ___________
R001 PNLS 1990 1363796.86 388522.14
15-90-DA-01 1357158.25 387544.90
15-90-DA-02 1356257.95 388367.84
15-90-DA-03 1354238.56 390702.14
R022 PNLS 1974 1346625.84 391386.22
R032 PNLS 1974 1337468.54 389192.22
15-99-DA-08A 1337050.50 389288.07
15-90-DA-08 1335318.02 389823.69
15-99-DA-07 1333269.22 390398.18
15-90-DA-09 1330618.18 388949.39
15-99-DA-10A 1327905.56 388781.98
15-99-DA-11A 1325352.10 388433.28
15-77-B-09A 1324539.18 388468.55
15-77-B-09 1322485.57 388404.90
15-90-DA-12 1321744.51 389292.07
15-99-DA-12A 1321383.15 390030.60
R050 PNLS 1974 1320755.22 390626.79
15-99-DA-13A 1318467.83 390110.74
15-99-DA-13B 1317296.45 389137.50
15-90-DA-14 1315345.29 387307.71
15-99-DA-15A 1307090.33 384097.10
15-99-DA-15B 1304233.46 383494.22
15-99-DA-15C 1302465.20 383127.26
15-99-DA-15D 1299828.10 382603.27
15-90-DA-16 1297479.44 382288.26
15-90-DA-17 1295530.16 381998.64
15-90-DA-17A 1292657.99 381499.20
NARROW-D 1291538.45 381385.42
15-90-DA-17B 1290651.49 381459.26
NARROW 1973 1288391.09 381508.68
NARROW-F 1282797.27 382330.02
15-99-DA-17D 1277578.75 383970.00
15-99-DA-17E 1276480.62 384537.14
15-90-DA-18 1275288.20 385292.48
15-90-DA-19 1274366.55 386000.86
15-90-DA-19A 1273334.25 386513.72
15-90-DA-19B 1266418.69 390978.75
REDINGTON-C 1271712.32 387650.56
REDINGTON-B 1270017.16 388252.35
REDINGTON-D 1268459.21 389143.10
15-90-DA-20 1265371.81 392108.13
15-99-DA-21B 1262707.32 395516.43
15-77-B-08 1261383.33 396979.92
15-90-DA-22 1259965.08 398425.03
15-90-DA-23 1259064.13 399524.19
15-90-DA-23A 1257988.64 400744.63
15-90-DA-24 1256959.20 401735.53
15-90-DA-25 1255634.01 402807.97
RAINEY 1973 1254515.61 403118.57
MADERIA 1253921.78 403295.04
15-90-DA-25A 1252809.72 404160.36
15-90-DA-25B 1252305.38 404394.48
15-90-DA-25C 1252071.13 404996.75
15-90-DA-26 1251468.81 405691.79
15-90-DA-27 1250644.65 406517.29
15-90-DA-27A 1249621.42 407356.19
RAINEY-J 1248242.39 407820.77
RAINEY-K 1247329.47 408229.46
PBE 144 68 1246681.65 408353.81
BLIND-D 1245595.60 408623.54
15-90-DA-27B 1244370.26 409023.85
15-90-DA-27D 1243184.41 409437.06
15-90-DA-28 1242580.92 409604.44
15-90-DA-29 1240831.84 410366.42
COE BLIND PASS 1238655.65 411768.92
PBE 133 1236756.72 414795.06
BLIND-P 1235744.03 415462.22
15-77-B-04 1234087.53 416169.91
NOAA-D 1232925.73 416550.45
15-99-DA-31 1229292.51 417401.55
NOAA 73 1227416.67 417516.56
15-99-DA-31A 1226742.28 417909.21
15-99-DA-32 1224383.52 417953.98
NOAA-A 1220453.29 417240.77
NOS 6430 J 1988 1218269.32 417364.84
R170 PNLS 1974 1202644.88 416538.19
R172 PNLS 1990 1200852.46 417651.90
R174 PNLS 1977 1198597.96 418013.64
T177 PNLS 1977 1195501.60 418039.62
15-90-DA-30 1196463.65 424696.91
DESOTO 1973 1196457.54 424918.62
15-90-B01-2 1198176.69 427943.11
DESOTO-B 1201362.82 429829.66
I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES
IN PINELLAS COUNTY, FLORIDA, LYING ALONG THE GULF OF MEXICO OF
SAID COUNTY, WAS APPROVED BY THE PROGRAM ADMINISTRATOR OF THE OFFICE
OF BEACHES AND COASTAL SYSTEMS, FLORIDA DEPARTMENT OF ENVIRONMENTAL
PROTECTION ON THE DAY OF 2001.
_______________________________________________________
BY: GENE CHALECKI
PROGRAM ADMINISTRATOR, OFFICE OF BEACHES AND COASTAL SYSTEMS
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
-------------------------------------------------------------------------
I HEREBY CERTIFY THE PROCEEDURES USED FOR THIS CONTROL SURVEY MEETS
OR EXCEEDS THE PROPOSED GEOMETRIC ACCURACY STANDARDS AND SPECIFICATIONS
FOR USING GPS RELATTIVE POSITIONING TECHNIQUES, VERSION 5.0, REPRINTED
AUGUST 1989, 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 TAYLOR
NATIONAL OCEAN SERVICES ADVISOR
SURVEYOR NOTES:
-------------------------------------------------------------------------
1.) REPRODUCTIONS OF THIS MAP ARE FOR INFORMATION PURPOSES ONLY UNLESS
SIGNED AND EMBOSSED WITH THE SURVEYORS SEAL.
2.) THE INFORMATION FOUND ON SHEETS 11 THROUGH 30 OF THIS SURVEY IS A
RE-DESCRIPTION OF THE MAP OF RECORD AS RECORDED IN THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA, DATED JANUARY 16, 1979 AND FILED AS "INST.
7900780 CCCL BK 1". THIS RE-DESCRIPTION IS BASED UPON THE GEODETIC
CONTROL MONUMENTS AND STATE PLAIN COORDINATES PROVIDED UPON THIS
CONTROL SURVEY.
3.) THIS SURVEY CERTIFIES THE LOCATIONS OF THE COASTAL CONSTRUCTION
CONTROL LINE IN PINELLAS COUNTY AND THE HORIZONTAL GLOBAL
POSITIONING SYSTEM MEASUREMENT DATA ONLY. ALL OTHER DATA IS
PROVIDED FOR INFORMATION PURPOSES.
4.) G.P.S. SURVEY MEASUREMENTS COMPLETED IN FEBUARY, 1999
USING FOUR ASHTECH L-12, ONE M-12, AND FOUR Z-12 GPS RECEIVERS.
POST PROCESSING SOFTWARE USED: ASHTECH PRISM VERSION 2.1
LEAST SQUARE GEODETIC ADJUSTMENT SOFTWARE USED: ASHTECH PRISM
VERSION 2.1.
5.) PROCEDURES AND NETWORK DESIGN OF G.P.S. MEASUREMEMTS MEET OR EXCEED
GEOMETRIC GEODETIC 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.
6.) FINAL FREE ADJUSTMENT FILE NAME: PINC11FR.FOP
FINAL FIXED ADJUSTMENT FILE NAME: PINC11FX.FOP
7.) HORIZONTAL VALUES PRESENTED ON THIS SURVEY ARE REFERENCED TO
THE STATE PLANE COORDINATE SYSTEM, FLORIDA WEST ZONE (0902),
NORTH AMERICAN DATUM (N.A.D.) 1983 (ADJUSTMENT OF 1990).
8.) FINAL COORDINATE LISTING DISPLAYED IN U.S. SURVEY FEET.
9.) 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 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
|
|
Water Boundary
