|
PLEASE NOTE COORDINATES SHOWN IN THIS FILE ARE PRE 79 ADJUSTMENT OF THE 27
DATUM. SEE SOURCE CODE WITH COORDINATES.
THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR COLLIER 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 JUNE 29, 1989 IN "COASTAL
CONSTRUCTION SETBACK LINE BOOK 1,
PAGES 26-36" AND "O.R. BOOK 1452,
PAGES 258-275. DOC. #01293533, MAP
REFERENCE PAGE 276, DOC. #1293534"
IN THE PUBLIC RECORDS OF COLLIER
COUNTY, FLORIDA.
METES AND BOUNDS DESCRIPTION
FOR THE
COASTAL CONSTRUCTION CONTROL LINE
COLLIER 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 THE COLLIER-LEE
COUNTY LINE SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF WIGGINS PASS.
RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE OF WIGGINS PASS CONTINUING
SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF MOORINGS PASS (DOCTORS PASS).
RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE OF MOORINGS PASS (DOCTORS PASS)
CONTINUING SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF GORDON PASS.
RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE OF GORDON PASS CONTINUING
SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF LITTLE MARCO PASS.
RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE OF BIG MARCO PASS CONTINUING
SOUTHERLY TO ITS TERMINUS AT THE NORTH MEAN HIGH WATER LINE OF CAXAMBAS PASS.
SAID COASTAL CONSTRUCTION CONTROL LINE IS RELATED TO A SERIES OF "PERMANENT
REFERENCE MONUMENTS" (P.R.M.) DESIGINATED AND HEREINAFTER REFERRED TO AS
"WIGGINS 1934", "64-78-A01-2 1987" THROUGH "64-78-A02", "64-78-A03-2 1987"
THROUGH "VANDER 1955", "64-78-A07", "64-78-A08", "64-78-A09-2 1987",
"64-78-A10" THROUGH "64-78-A15", "64-78-A15-2 1978", "64-78-A16" THROUGH
"64-78-A17", "64-78-A18-2 1987", "64-78-A19-2 1987", "64-78-A20" THROUGH
"64-78-A21", "COL 46 1986", "64-78-A22-2 1987", "64-78-A23", THROUGH "64-78-A24",
"64-78-A25-2 1987", "64-78-A26" THROUGH "CAXAMBAS 1959".
MONUMENTS ESTABLISHED BY THE DEPARTMENT OF NATURAL RESOURCES, 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 1974 ADJUSTMENT OF NORTH
AMERICAN 1927 DATUM.
THE BEARING BASE FOR THIS DESCRIPTION WAS DETERMINED BY POLARIS OBSERVATIONS
MADE AT PERMANENT REFERENCE MONUMENTS (P.R.M.) WIGGINS 1934 AND CAXAMBAS 1959.
COMMMENCE AT P.R.M. WIGGINS 1934 THENCE S 75 DEG. 47 MIN. 04 SEC. E A DISTANCE
OF 998.74 FEET TO THE POINT OF BEGINNING; THENCE N 14 DEG. 16 MIN. 51 SEC. E
TO THE POINT OF INTERSECTION WITH THE COLLIER-LEE COUNTY LINE, SAID POINT
BEING THE NORTHERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR
COLLIER COUNTY; THENCE RETURN ALONG THE SAME COURSE TO THE POINT OF BEGINNING
SAID POINT BEING S 75 DEG. 47 MIN. 04 SEC. E A DISTANCE OF 998.74 FEET
FROM P.R.M. WIGGINS 1934.
THENCE S 14 DEG. 16 MIN. 51 SEC. W A DISTANCE OF 971.04 FEET TO A POINT,
THENCE S 23 DEG. 12 MIN. 40 SEC. E A DISTANCE OF 1048.71 FEET TO A POINT,
THENCE S 22 DEG. 43 MIN. 47 SEC. E A DISTANCE OF 1044.21 FEET TO A POINT,
THENCE S 21 DEG. 38 MIN. 26 SEC. E A DISTANCE OF 387.56 FEET TO A POINT,
THENCE N 67 DEG. 48 MIN. 01 SEC. E A DISTANCE OF 324.56 FEET TO A POINT,
THENCE S 08 DEG. 15 MIN. 20 SEC. E A DISTANCE OF 736.28 FEET TO A POINT,
SAID POINT BEING N 89 DEG. 56 MIN. 25 SEC. E A DISTANCE OF 865.62 FEET
FROM P.R.M. 64-78-A01-2 1987.
THENCE S 08 DEG. 09 MIN. 02 SEC. E A DISTANCE OF 950.59 FEET TO A POINT,
THENCE S 17 DEG. 45 MIN. 07 SEC. E A DISTANCE OF 1022.90 FEET TO A POINT,
THENCE S 16 DEG. 18 MIN. 16 SEC. E A DISTANCE OF 1055.42 FEET TO A POINT,
THENCE S 16 DEG. 59 MIN. 35 SEC. E A DISTANCE OF 637.00 FEET TO A POINT,
THENCE S 72 DEG. 20 MIN. 26 SEC. E A DISTANCE OF 174.31 FEET TO A POINT,
THENCE S 15 DEG. 10 MIN. 19 SEC. E A DISTANCE OF 268.91 FEET TO A POINT,
SAID POINT BEING N 87 DEG. 25 MIN. 06 SEC. E A DISTANCE OF 679.46 FEET
FROM P.R.M. 64-78-A02.
THENCE S 15 DEG. 13 MIN. 36 SEC. E A DISTANCE OF 1005.09 FEET TO A POINT,
THENCE S 13 DEG. 53 MIN. 56 SEC. E A DISTANCE OF 1004.07 FEET TO A POINT,
THENCE S 11 DEG. 04 MIN. 37 SEC. E A DISTANCE OF 1021.98 FEET TO A POINT,
THENCE S 12 DEG. 52 MIN. 39 SEC. E A DISTANCE OF 996.42 FEET TO A POINT,
THENCE S 12 DEG. 53 MIN. 38 SEC. E A DISTANCE OF 996.22 FEET TO A POINT,
THENCE S 14 DEG. 16 MIN. 23 SEC. E A DISTANCE OF 980.22 FEET TO A POINT,
SAID POINT BEING N 43 DEG. 01 MIN. 17 SEC. E A DISTANCE OF 657.26 FEET
FROM P.R.M. 64-78-A03-2 1987.
THENCE S 14 DEG. 19 MIN. 00 SEC. E A DISTANCE OF 680.00 FEET TO A POINT,
SAID POINT BEING S 73 DEG. 52 MIN. 00 SEC. E A DISTANCE OF 641.86 FEET
FROM P.R.M. 64-78-A03-2 1987.
THENCE S 14 DEG. 19 MIN. 00 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTH SHORE OF WIGGINS PASS, THENCE RETURN
ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE,
SAID POINT BEING S 73 DEG. 52 MIN. 00 SEC. E A DISTANCE OF 641.86 FEET
FROM P.R.M. 64-78-A03-2 1987.
RECOMMENCE AT P.R.M. 64-78-A03-2 1987; THENCE S 29 DEG. 02 MIN. 44 SEC. E A
DISTANCE OF 1960.37 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 08 DEG. 50 MIN. 18 SEC. W TO THE MEAN HIGH WATER LINE OF
THE SOUTH SHORE OF WIGGINS PASS; THENCE RETURN ALONG THE SAME COURSE TO
A POINT ON THE COASTAL CONSTRUCTION LINE, SAID POINT BEING
S 29 DEG. 02 MIN. 44 SEC. E A DISTANCE OF 1960.37 FEET FROM
P.R.M. 64-78-A03-2 1987.
THENCE S 42 DEG. 21 MIN. 11 SEC. W A DISTANCE OF 298.42 FEET TO A POINT,
THENCE S 13 DEG. 21 MIN. 59 SEC. E A DISTANCE OF 508.53 FEET TO A POINT,
THENCE S 38 DEG. 47 MIN. 39 SEC. E A DISTANCE OF 343.25 FEET TO A POINT,
THENCE S 12 DEG. 26 MIN. 54 SEC. E A DISTANCE OF 1053.46 FEET TO A POINT,
THENCE S 08 DEG. 50 MIN. 54 SEC. E A DISTANCE OF 1023.62 FEET TO A POINT,
SAID POINT BEING N 45 DEG. 28 MIN. 14 SEC. E A DISTANCE OF 564.67 FEET
FROM P.R.M. 64-78-A04.
THENCE S 10 DEG. 38 MIN. 21 SEC. E A DISTANCE OF 1025.93 FEET TO A POINT,
THENCE S 11 DEG. 32 MIN. 24 SEC. E A DISTANCE OF 1039.81 FEET TO A POINT,
THENCE S 09 DEG. 53 MIN. 26 SEC. E A DISTANCE OF 257.20 FEET TO A POINT,
THENCE S 59 DEG. 47 MIN. 15 SEC. E A DISTANCE OF 762.11 FEET TO A POINT,
THENCE S 08 DEG. 32 MIN. 54 SEC. W A DISTANCE OF 320.33 FEET TO A POINT,
THENCE S 10 DEG. 42 MIN. 59 SEC. W A DISTANCE OF 369.80 FEET TO A POINT,
THENCE S 21 DEG. 44 MIN. 46 SEC. W A DISTANCE OF 519.47 FEET TO A POINT,
THENCE S 14 DEG. 47 MIN. 10 SEC. E A DISTANCE OF 108.40 FEET TO A POINT,
THENCE S 13 DEG. 07 MIN. 08 SEC. E A DISTANCE OF 1135.56 FEET TO A POINT,
THENCE S 05 DEG. 01 MIN. 38 SEC. E A DISTANCE OF 982.52 FEET TO A POINT,
SAID POINT BEING N 46 DEG. 48 MIN. 32 SEC. E A DISTANCE OF 354.70 FEET
FROM P.R.M. 64-78-A05.
THENCE S 11 DEG. 14 MIN. 58 SEC. E A DISTANCE OF 946.10 FEET TO A POINT,
THENCE S 08 DEG. 11 MIN. 34 SEC. E A DISTANCE OF 1280.24 FEET TO A POINT,
SAID POINT BEING N 29 DEG. 26 MIN. 29 SEC. E A DISTANCE OF 534.02 FEET
FROM P.R.M. 64-78-A06.
THENCE S 08 DEG. 14 MIN. 20 SEC. E A DISTANCE OF 422.55 FEET TO A POINT,
THENCE S 85 DEG. 04 MIN. 13 SEC. E A DISTANCE OF 466.88 FEET TO A POINT,
THENCE S 06 DEG. 25 MIN. 02 SEC. E A DISTANCE OF 352.20 FEET TO A POINT,
SAID POINT BEING N 81 DEG. 56 MIN. 34 SEC. E A DISTANCE OF 670.58 FEET
FROM P.R.M. VANDER 1955.
THENCE S 07 DEG. 17 MIN. 06 SEC. E A DISTANCE OF 1017.88 FEET TO A POINT,
THENCE S 10 DEG. 26 MIN. 30 SEC. E A DISTANCE OF 1041.03 FEET TO A POINT,
THENCE S 37 DEG. 03 MIN. 38 SEC. E A DISTANCE OF 543.78 FEET TO A POINT,
THENCE S 02 DEG. 41 MIN. 32 SEC. E A DISTANCE OF 555.78 FEET TO A POINT,
THENCE S 02 DEG. 23 MIN. 24 SEC. E A DISTANCE OF 521.91 FEET TO A POINT,
THENCE S 81 DEG. 55 MIN. 37 SEC. W A DISTANCE OF 315.09 FEET TO A POINT,
THENCE S 09 DEG. 16 MIN. 40 SEC. E A DISTANCE OF 432.86 FEET TO A POINT,
SAID POINT BEING S 66 DEG. 08 MIN. 27 SEC. E A DISTANCE OF 620.05 FEET
FROM P.R.M. 64-78-A07.
THENCE S 09 DEG. 41 MIN. 16 SEC. E A DISTANCE OF 1025.92 FEET TO A POINT,
THENCE S 06 DEG. 25 MIN. 47 SEC. E A DISTANCE OF 998.79 FEET TO A POINT,
THENCE S 07 DEG. 46 MIN. 13 SEC. E A DISTANCE OF 1001.77 FEET TO A POINT,
THENCE S 17 DEG. 47 MIN. 07 SEC. E A DISTANCE OF 1098.58 FEET TO A POINT,
SAID POINT BEING N 89 DEG. 58 MIN. 49 SEC. E A DISTANCE OF 669.45 FEET
FROM P.R.M. 64-78-A08.
THENCE S 15 DEG. 11 MIN. 04 SEC. E A DISTANCE OF 86.63 FEET TO A POINT,
THENCE S 39 DEG. 33 MIN. 12 SEC. W A DISTANCE OF 691.93 FEET TO A POINT,
THENCE S 23 DEG. 50 MIN. 17 SEC. E A DISTANCE OF 386.92 FEET TO A POINT,
THENCE S 36 DEG. 22 MIN. 39 SEC. E A DISTANCE OF 332.67 FEET TO A POINT,
THENCE S 04 DEG. 05 MIN. 25 SEC. E A DISTANCE OF 752.64 FEET TO A POINT,
THENCE S 04 DEG. 06 MIN. 10 SEC. E A DISTANCE OF 1008.35 FEET TO A POINT,
SAID POINT BEING N 50 DEG. 28 MIN. 15 SEC. E A DISTANCE OF 581.62 FEET
FROM P.R.M. 64-78-A09-2 1987.
THENCE S 07 DEG. 03 MIN. 45 SEC. E A DISTANCE OF 1004.93 FEET TO A POINT,
THENCE S 20 DEG. 24 MIN. 56 SEC. E A DISTANCE OF 1079.70 FEET TO A POINT,
THENCE S 05 DEG. 29 MIN. 17 SEC. E A DISTANCE OF 980.06 FEET TO A POINT,
THENCE S 79 DEG. 07 MIN. 02 SEC. W A DISTANCE OF 618.36 FEET TO A POINT,
THENCE S 51 DEG. 14 MIN. 33 SEC. E A DISTANCE OF 430.31 FEET TO A POINT,
THENCE S 39 DEG. 01 MIN. 28 SEC. W A DISTANCE OF 410.94 FEET TO A POINT,
THENCE S 08 DEG. 43 MIN. 33 SEC. E A DISTANCE OF 406.87 FEET TO A POINT,
THENCE S 03 DEG. 53 MIN. 02 SEC. E A DISTANCE OF 448.74 FEET TO A POINT,
THENCE S 65 DEG. 52 MIN. 50 SEC. E A DISTANCE OF 776.06 FEET TO A POINT,
THENCE S 03 DEG. 20 MIN. 06 SEC. E A DISTANCE OF 277.13 FEET TO A POINT,
THENCE S 02 DEG. 47 MIN. 35 SEC. E A DISTANCE OF 760.11 FEET TO A POINT,
THENCE S 56 DEG. 48 MIN. 12 SEC. W A DISTANCE OF 632.42 FEET TO A POINT,
SAID POINT BEING S 38 DEG. 32 MIN. 00 SEC. E A DISTANCE OF 427.00 FEET
FROM P.R.M. 64-78-A10.
THENCE S 02 DEG. 14 MIN. 11 SEC. E A DISTANCE OF 974.18 FEET TO A POINT,
THENCE S 00 DEG. 47 MIN. 02 SEC. E A DISTANCE OF 933.07 FEET TO A POINT,
THENCE S 00 DEG. 57 MIN. 13 SEC. E A DISTANCE OF 1067.25 FEET TO A POINT,
THENCE S 35 DEG. 02 MIN. 50 SEC. E A DISTANCE OF 1326.21 FEET TO A POINT,
THENCE S 01 DEG. 40 MIN. 43 SEC. W A DISTANCE OF 1326.28 FEET TO A POINT,
SAID POINT BEING S 71 DEG. 12 MIN. 27 SEC. E A DISTANCE OF 881.24 FEET
FROM P.R.M. 64-78-A11.
THENCE S 25 DEG. 47 MIN. 39 SEC. W A DISTANCE OF 974.66 FEET TO A POINT,
THENCE S 02 DEG. 59 MIN. 41 SEC. E A DISTANCE OF 1045.50 FEET TO A POINT,
THENCE S 03 DEG. 05 MIN. 26 SEC. E A DISTANCE OF 1071.99 FEET TO A POINT,
THENCE S 02 DEG. 54 MIN. 42 SEC. E A DISTANCE OF 1047.64 FEET TO A POINT,
THENCE S 05 DEG. 00 MIN. 33 SEC. E A DISTANCE OF 922.88 FEET TO A POINT,
THENCE S 04 DEG. 28 MIN. 36 SEC. E A DISTANCE OF 766.49 FEET TO A POINT,
SAID POINT BEING N 33 DEG. 38 MIN. 07 SEC. E A DISTANCE OF 664.29 FEET
FROM P.R.M. 64-78-A12.
THENCE S 15 DEG. 49 MIN. 37 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTH SHORE OF MOORINGS PASS (DOCTORS PASS),
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION
CONTROL LINE, SAID POINT BEING N 33 DEG. 38 MIN. 07 SEC. E
A DISTANCE OF 664.29 FEET FROM P.R.M. 64-78-A12.
RECOMMENCE AT P.R.M. 64-78-A12; THENCE S 36 DEG. 30 MIN. 58 SEC. E A
DISTANCE OF 1483.03 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 16 DEG. 04 MIN. 53 SEC. W TO THE POINT OF INTERSECTION
WITH THE MEAN HIGH WATER LINE OF THE SOUTH SHORE OF M00RINGS PASS
(DOCTORS PASS); THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE
COASTAL CONSTRUCTION CONTROL LINE, SAID POINT BEING
S 36 DEG. 30 MIN. 58 SEC. E A DISTANCE OF 1483.03 FEET FROM
P.R.M. 64-78-A12.
THENCE S 16 DEG. 04 MIN. 53 SEC. E A DISTANCE OF 1013.41 FEET TO A POINT,
THENCE S 09 DEG. 14 MIN. 45 SEC. E A DISTANCE OF 1057.55 FEET TO A POINT,
THENCE S 09 DEG. 20 MIN. 23 SEC. E A DISTANCE OF 466.83 FEET TO A POINT,
THENCE S 82 DEG. 35 MIN. 58 SEC. E A DISTANCE OF 492.07 FEET TO A POINT,
THENCE S 10 DEG. 17 MIN. 29 SEC. E A DISTANCE OF 520.97 FEET TO A POINT,
THENCE S 00 DEG. 27 MIN. 39 SEC. W A DISTANCE OF 1020.45 FEET TO A POINT,
THENCE S 00 DEG. 15 MIN. 02 SEC. W A DISTANCE OF 984.09 FEET TO A POINT,
SAID POINT BEING N 72 DEG. 41 MIN. 45 SEC. E A DISTANCE OF 405.51 FEET
FROM P.R.M. 64-78-A13.
THENCE S 09 DEG. 17 MIN. 15 SEC. E A DISTANCE OF 867.29 FEET TO A POINT,
THENCE S 09 DEG. 29 MIN. 59 SEC. E A DISTANCE OF 780.87 FEET TO A POINT,
THENCE S 07 DEG. 12 MIN. 12 SEC. E A DISTANCE OF 825.82 FEET TO A POINT,
THENCE S 07 DEG. 10 MIN. 30 SEC. E A DISTANCE OF 798.07 FEET TO A POINT,
THENCE S 03 DEG. 23 MIN. 27 SEC. E A DISTANCE OF 811.51 FEET TO A POINT,
THENCE S 03 DEG. 25 MIN. 29 SEC. E A DISTANCE OF 811.87 FEET TO A POINT,
SAID POINT BEING N 36 DEG. 17 MIN. 18 SEC. E A DISTANCE OF 546.46 FEET
FROM P.R.M. 64-78-A14.
THENCE S 03 DEG. 05 MIN. 44 SEC. E A DISTANCE OF 801.51 FEET TO A POINT,
THENCE S 03 DEG. 21 MIN. 32 SEC. E A DISTANCE OF 807.96 FEET TO A POINT,
THENCE S 05 DEG. 13 MIN. 24 SEC. E A DISTANCE OF 806.17 FEET TO A POINT,
THENCE S 05 DEG. 10 MIN. 50 SEC. E A DISTANCE OF 799.46 FEET TO A POINT,
THENCE S 06 DEG. 50 MIN. 50 SEC. E A DISTANCE OF 816.94 FEET TO A POINT,
THENCE S 06 DEG. 37 MIN. 04 SEC. E A DISTANCE OF 791.17 FEET TO A POINT,
THENCE S 08 DEG. 59 MIN. 40 SEC. E A DISTANCE OF 791.68 FEET TO A POINT,
THENCE S 09 DEG. 01 MIN. 22 SEC. E A DISTANCE OF 797.99 FEET TO A POINT,
SAID POINT BEING S 85 DEG. 52 MIN. 56 SEC. E A DISTANCE OF 247.27 FEET
FROM P.R.M. 64-78-A15.
THENCE S 04 DEG. 56 MIN. 51 SEC. E A DISTANCE OF 762.13 FEET TO A POINT,
THENCE S 03 DEG. 53 MIN. 20 SEC. E A DISTANCE OF 1098.94 FEET TO A POINT,
THENCE S 03 DEG. 49 MIN. 41 SEC. E A DISTANCE OF 1153.51 FEET TO A POINT,
THENCE S 06 DEG. 40 MIN. 02 SEC. E A DISTANCE OF 1122.12 FEET TO A POINT,
THENCE S 08 DEG. 17 MIN. 12 SEC. E A DISTANCE OF 864.61 FEET TO A POINT,
THENCE S 05 DEG. 38 MIN. 14 SEC. E A DISTANCE OF 1014.26 FEET TO A POINT,
SAID POINT BEING N 64 DEG. 51 MIN. 31 SEC. E A DISTANCE OF 254.89 FEET
FROM P.R.M. 64-78-A15-2 1978.
THENCE S 05 DEG. 32 MIN. 49 SEC. E A DISTANCE OF 954.81 FEET TO A POINT,
THENCE S 11 DEG. 16 MIN. 33 SEC. E A DISTANCE OF 981.39 FEET TO A POINT,
THENCE S 04 DEG. 27 MIN. 06 SEC. E A DISTANCE OF 887.01 FEET TO A POINT,
SAID POINT BEING N 58 DEG. 04 MIN. 50 SEC. E A DISTANCE OF 353.09 FEET
FROM P.R.M. 64-78-A16.
THENCE S 04 DEG. 35 MIN. 39 SEC. E A DISTANCE OF 1030.08 FEET TO A POINT,
THENCE S 05 DEG. 02 MIN. 08 SEC. E A DISTANCE OF 1019.51 FEET TO A POINT,
THENCE S 05 DEG. 05 MIN. 30 SEC. E A DISTANCE OF 375.74 FEET TO A POINT,
THENCE S 36 DEG. 45 MIN. 00 SEC. E A DISTANCE OF 570.02 FEET TO A POINT,
SAID POINT BEING N 34 DEG. 17 MIN. 08 SEC. E A DISTANCE OF 1098.59 FEET
FROM P.R.M. 64-78-A17.
THENCE S 36 DEG. 45 MIN. 00 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTH SHORE OF GORDON PASS, THENCE RETURN
ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE,
SAID POINT BEING N 34 DEG. 17 MIN. 08 SEC. E A DISTANCE OF 1098.59 FEET
FROM P.R.M. 64-78-A17.
RECOMMENCE AT P.R.M. 64-78-A17; THENCE N 85 DEG. 24 MIN. 59 SEC. E A
DISTANCE OF 784.02 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 10 DEG. 34 MIN. 54 SEC. W TO THE POINT OF INTERSECTION
WITH THE MEAN HIGH WATER LINE OF THE SOUTH SHORE OF GORDON PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL
CONSTRUCTION CONTROL LINE, SAID POINT BEING N 85 DEG. 24 MIN. 59 SEC. E
A DISTANCE OF 784.02 FEET FROM P.R.M. 64-78-A17.
THENCE S 10 DEG. 34 MIN. 53 SEC. E A DISTANCE OF 218.32 FEET TO A POINT,
THENCE S 31 DEG. 06 MIN. 39 SEC. W A DISTANCE OF 487.35 FEET TO A POINT,
THENCE S 19 DEG. 30 MIN. 31 SEC. E A DISTANCE OF 164.04 FEET TO A POINT,
THENCE S 83 DEG. 15 MIN. 22 SEC. E A DISTANCE OF 298.01 FEET TO A POINT,
THENCE S 16 DEG. 24 MIN. 30 SEC. E A DISTANCE OF 965.76 FEET TO A POINT,
SAID POINT BEING N 65 DEG. 52 MIN. 24 SEC. E A DISTANCE OF 632.39 FEET
FROM P.R.M. 64-78-A18-2 1987.
THENCE S 26 DEG. 39 MIN. 19 SEC. E A DISTANCE OF 966.22 FEET TO A POINT,
THENCE S 26 DEG. 29 MIN. 51 SEC. E A DISTANCE OF 999.06 FEET TO A POINT,
THENCE S 24 DEG. 22 MIN. 48 SEC. E A DISTANCE OF 1007.69 FEET TO A POINT,
THENCE S 69 DEG. 59 MIN. 60 SEC. W A DISTANCE OF 314.00 FEET TO A POINT,
THENCE S 18 DEG. 42 MIN. 02 SEC. E A DISTANCE OF 327.23 FEET TO A POINT,
THENCE S 65 DEG. 05 MIN. 33 SEC. E A DISTANCE OF 244.28 FEET TO A POINT,
THENCE S 19 DEG. 42 MIN. 08 SEC. E A DISTANCE OF 579.03 FEET TO A POINT,
THENCE S 26 DEG. 29 MIN. 25 SEC. E A DISTANCE OF 1004.42 FEET TO A POINT,
THENCE S 20 DEG. 23 MIN. 33 SEC. E A DISTANCE OF 943.47 FEET TO A POINT,
THENCE S 23 DEG. 10 MIN. 15 SEC. E A DISTANCE OF 1075.49 FEET TO A POINT,
THENCE S 05 DEG. 02 MIN. 56 SEC. E A DISTANCE OF 843.42 FEET TO A POINT,
THENCE S 23 DEG. 45 MIN. 58 SEC. E A DISTANCE OF 870.14 FEET TO A POINT,
THENCE S 24 DEG. 02 MIN. 16 SEC. E A DISTANCE OF 887.39 FEET TO A POINT,
THENCE S 18 DEG. 42 MIN. 37 SEC. E A DISTANCE OF 924.16 FEET TO A POINT,
SAID POINT BEING N 65 DEG. 32 MIN. 31 SEC. E A DISTANCE OF 389.40 FEET
FROM P.R.M. 64-78-A19-2 1987.
THENCE S 25 DEG. 31 MIN. 50 SEC. E A DISTANCE OF 956.12 FEET TO A POINT,
THENCE S 25 DEG. 44 MIN. 46 SEC. E A DISTANCE OF 977.48 FEET TO A POINT,
THENCE S 15 DEG. 12 MIN. 03 SEC. E A DISTANCE OF 956.27 FEET TO A POINT,
THENCE S 25 DEG. 27 MIN. 01 SEC. E A DISTANCE OF 970.71 FEET TO A POINT,
SAID POINT BEING N 57 DEG. 47 MIN. 10 SEC. E A DISTANCE OF 302.86 FEET
FROM P.R.M. 64-78-A20.
THENCE S 25 DEG. 28 MIN. 57 SEC. E A DISTANCE OF 1019.73 FEET TO A POINT,
THENCE S 26 DEG. 59 MIN. 42 SEC. E A DISTANCE OF 967.82 FEET TO A POINT,
THENCE S 28 DEG. 58 MIN. 22 SEC. E A DISTANCE OF 1093.76 FEET TO A POINT,
THENCE S 28 DEG. 48 MIN. 04 SEC. E A DISTANCE OF 1023.53 FEET TO A POINT,
THENCE S 03 DEG. 22 MIN. 57 SEC. E A DISTANCE OF 355.36 FEET TO A POINT,
THENCE S 34 DEG. 11 MIN. 52 SEC. E A DISTANCE OF 629.09 FEET TO A POINT,
THENCE S 29 DEG. 04 MIN. 02 SEC. E A DISTANCE OF 1026.13 FEET TO A POINT,
THENCE S 33 DEG. 44 MIN. 07 SEC. E A DISTANCE OF 1041.98 FEET TO A POINT,
SAID POINT BEING N 69 DEG. 17 MIN. 25 SEC. E A DISTANCE OF 492.87 FEET
FROM P.R.M. 64-78-A21.
THENCE S 27 DEG. 03 MIN. 38 SEC. E A DISTANCE OF 1009.62 FEET TO A POINT,
THENCE S 23 DEG. 10 MIN. 00 SEC. E A DISTANCE OF 991.08 FEET TO A POINT,
THENCE S 18 DEG. 18 MIN. 43 SEC. E A DISTANCE OF 986.72 FEET TO A POINT,
THENCE S 16 DEG. 09 MIN. 18 SEC. E A DISTANCE OF 1027.21 FEET TO A POINT,
SAID POINT BEING N 70 DEG. 34 MIN. 28 SEC. E A DISTANCE OF 540.17 FEET
FROM P.R.M. COL 46 1986.
THENCE S 32 DEG. 10 MIN. 37 SEC. E A DISTANCE OF 1063.29 FEET TO A POINT,
THENCE S 30 DEG. 51 MIN. 58 SEC. E A DISTANCE OF 215.41 FEET TO A POINT,
THENCE S 00 DEG. 40 MIN. 11 SEC. E A DISTANCE OF 796.32 FEET TO A POINT,
THENCE S 06 DEG. 37 MIN. 59 SEC. E A DISTANCE OF 358.52 FEET TO A POINT,
THENCE S 18 DEG. 00 MIN. 50 SEC. E A DISTANCE OF 638.12 FEET TO A POINT,
SAID POINT BEING N 43 DEG. 44 MIN. 19 SEC. E A DISTANCE OF 559.92 FEET
FROM P.R.M. 64-78-A22-2 1987.
THENCE S 17 DEG. 49 MIN. 46 SEC. E A DISTANCE OF 811.40 FEET TO A POINT,
THENCE S 24 DEG. 34 MIN. 46 SEC. E A DISTANCE OF 1004.42 FEET TO A POINT,
THENCE S 08 DEG. 58 MIN. 16 SEC. E A DISTANCE OF 955.00 FEET TO A POINT,
THENCE S 28 DEG. 26 MIN. 45 SEC. E A DISTANCE OF 913.02 FEET TO A POINT,
THENCE S 30 DEG. 17 MIN. 06 SEC. E A DISTANCE OF 951.91 FEET TO A POINT,
SAID POINT BEING N 88 DEG. 03 MIN. 07 SEC. E A DISTANCE OF 597.51 FEET
FROM P.R.M. 64-78-A23.
THENCE S 39 DEG. 00 MIN. 12 SEC. E A DISTANCE OF 963.10 FEET TO A POINT,
THENCE S 37 DEG. 55 MIN. 20 SEC. E A DISTANCE OF 1127.31 FEET TO A POINT,
SAID POINT BEING S 49 DEG. 32 MIN. 09 SEC. E A DISTANCE OF 2492.25 FEET
FROM P.R.M. 64-78-A23.
THENCE S 32 DEG. 35 MIN. 23 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTH SHORE OF LITTLE MARCO PASS, THENCE RETURN
ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE,
SAID POINT BEING S 49 DEG. 32 MIN. 09 SEC. E A DISTANCE OF 2492.25 FEET
FROM P.R.M. 64-78-A23.
RECOMMENCE AT P.R.M. 64-78-A24; THENCE N 11 DEG. 34 MIN. 07 SEC. W A
DISTANCE OF 3261.85 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE; THENCE N 08 DEG. 31 MIN. 24 SEC. W TO THE POINT OF INTERSECTION
WITH THE MEAN HIGH WATER LINE OF THE SOUTH SHORE OF BIG MARCO PASS;
THENCE RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL
CONSTRUCTION CONTROL LINE, SAID POINT BEING N 11 DEG. 34 MIN. 07 SEC. W
A DISTANCE OF 3261.85 FEET FROM P.R.M. 64-78-A24.
THENCE S 19 DEG. 59 MIN. 36 SEC. E A DISTANCE OF 775.01 FEET TO A POINT,
THENCE S 10 DEG. 11 MIN. 42 SEC. E A DISTANCE OF 1071.33 FEET TO A POINT,
THENCE S 30 DEG. 49 MIN. 04 SEC. E A DISTANCE OF 523.87 FEET TO A POINT,
THENCE S 29 DEG. 36 MIN. 13 SEC. E A DISTANCE OF 228.30 FEET TO A POINT,
THENCE S 57 DEG. 06 MIN. 22 SEC. E A DISTANCE OF 317.72 FEET TO A POINT,
SAID POINT BEING N 37 DEG. 08 MIN. 48 SEC. E A DISTANCE OF 742.59 FEET
FROM P.R.M. 64-78-A24.
THENCE S 57 DEG. 01 MIN. 29 SEC. E A DISTANCE OF 982.90 FEET TO A POINT,
THENCE S 42 DEG. 27 MIN. 19 SEC. E A DISTANCE OF 1370.39 FEET TO A POINT,
THENCE S 28 DEG. 24 MIN. 51 SEC. E A DISTANCE OF 937.41 FEET TO A POINT,
THENCE S 28 DEG. 26 MIN. 19 SEC. E A DISTANCE OF 993.64 FEET TO A POINT,
SAID POINT BEING N 11 DEG. 59 MIN. 01 SEC. E A DISTANCE OF 437.19 FEET
FROM P.R.M. 64-78-A25-2 1987.
THENCE S 30 DEG. 40 MIN. 53 SEC. E A DISTANCE OF 1238.21 FEET TO A POINT,
THENCE S 30 DEG. 28 MIN. 17 SEC. E A DISTANCE OF 199.18 FEET TO A POINT,
THENCE S 51 DEG. 46 MIN. 12 SEC. E A DISTANCE OF 1134.88 FEET TO A POINT,
THENCE S 51 DEG. 09 MIN. 46 SEC. E A DISTANCE OF 359.13 FEET TO A POINT,
THENCE S 27 DEG. 31 MIN. 23 SEC. E A DISTANCE OF 282.88 FEET TO A POINT,
THENCE S 27 DEG. 18 MIN. 12 SEC. E A DISTANCE OF 303.16 FEET TO A POINT,
THENCE S 53 DEG. 08 MIN. 05 SEC. W A DISTANCE OF 559.03 FEET TO A POINT,
THENCE S 23 DEG. 23 MIN. 25 SEC. E A DISTANCE OF 444.97 FEET TO A POINT,
THENCE S 23 DEG. 23 MIN. 55 SEC. E A DISTANCE OF 1223.14 FEET TO A POINT,
THENCE S 14 DEG. 50 MIN. 09 SEC. E A DISTANCE OF 975.28 FEET TO A POINT,
SAID POINT BEING N 24 DEG. 04 MIN. 07 SEC. E A DISTANCE OF 577.37 FEET
FROM P.R.M. 64-78-A26.
THENCE S 11 DEG. 40 MIN. 07 SEC. E A DISTANCE OF 1174.39 FEET TO A POINT,
THENCE S 02 DEG. 07 MIN. 59 SEC. E A DISTANCE OF 1041.98 FEET TO A POINT,
THENCE S 01 DEG. 48 MIN. 12 SEC. E A DISTANCE OF 1045.11 FEET TO A POINT,
THENCE S 00 DEG. 33 MIN. 54 SEC. W A DISTANCE OF 925.66 FEET TO A POINT,
THENCE S 00 DEG. 16 MIN. 25 SEC. W A DISTANCE OF 990.24 FEET TO A POINT,
THENCE S 17 DEG. 24 MIN. 30 SEC. E A DISTANCE OF 729.77 FEET TO A POINT,
SAID POINT BEING N 35 DEG. 25 MIN. 31 SEC. E A DISTANCE OF 503.23 FEET
FROM P.R.M. CAXAMBAS 1959.
THENCE S 17 DEG. 24 MIN. 31 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTH SHORE OF CAXAMBAS PASS, SAID POINT BEING
THE SOUTHERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR
COLLIER COUNTY.
I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL
LINE AS DESCRIBED HEREON, ESTABLISHED IN COMPLIANCE WITH
SECTION 161.053, FLORIDA STATUTES IN COLLIER COUNTY,
FLORIDA, LYING ALONG THE GULF OF MEXICO OF SAID COUNTY,
WAS APPROVED BY THE HEAD OF THE DEPARTMENT OF FLORIDA
DEPARTMENT OF NATURAL RESOURCES AT ITS REGULAR MEETING
ON THE 27th OF JUNE, 1989.
( TOM GARDNER )
_______________________________
EXECUTIVE DIRECTOR
ATTEST:
( HAROLD N. BEAN )
______________________________________
BUREAU CHIEF, COASTAL DATA ACQUISITION
CERTIFICATE;
I HEREBY CERTIFY THAT THIS MAP IS A TRUE REPRESENTATION
OF THE LINE SHOWN AND DESCRIBED HEREWITH, TO THE BEST
OF MY KNOWLEDGE AND BELIEF, ACCORDING TO A RECENT
SURVEY MADE UNDER MY DIRECTION.
THE CONTROL SURVEY IS HEREBY CERTIFIED AS MEETING THE
MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
STATE BOARD OF LAND SURVEYORS, PURSUANT TO SECTION
472.07, FLORIDA STATUTES.
( CLIFTON B. MC GHIN )
___________________________
CERTIFIED ( MAY 16, 1989 )
CLIFTON B. MC GHIN
REGISTERED LAND SURVEYOR, NO. 4251
STATE OF FLORIDA
THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN COLLIER 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 1927 DATUM
FLORIDA MERCATOR EAST ZONE
STATION Y X SOURCE
_______________ _____________ ___________ _______
WIGGINS 1934 726681.489 223051.877 3039
VANDER 1955 698581.650 230149.990 11038
CAXAMBAS 1959 573570.060 260652.060 G-11923
THE COLLIER COUNTY COASTAL CONSTRUCTION CONTROL LINE LEGAL DESCRIPTION
REFERS TO THE FOLLOWING PERMANENT REFERENCE MONUMENTS (P.R.M.)
STATION Y X
_______________ _____________ ___________
WIGGINS 1934 726681.489 223051.877
64-78-A01-2 1987 722601.073 224280.818
64-78-A02 718721.607 225633.264
64-78-A03-2 1987 712431.851 227251.155
64-78-A04 707299.106 228316.480
64-78-A05 701436.266 229623.282
64-78-A06 699018.888 229986.399
VANDER 1955 698581.650 230149.990
64-78-A07 694910.985 230698.034
64-78-A08 690617.503 231351.140
64-78-A09-2 1987 687252.200 231633.563
64-78-A10 681717.134 232204.042
64-78-A11 676282.041 232427.056
64-78-A12 669723.232 232775.288
64-78-A13 663352.055 234365.538
64-78-A14 658174.487 234997.844
64-78-A15 652259.725 235748.329
64-78-A15-2 1978 646147.563 236336.012
64-78-A16 643272.052 236620.088
64-78-A17 639677.698 236847.334
64-78-A18-2 1987 637733.959 237463.526
64-78-A19-2 1987 627996.106 241490.768
64-78-A20 624453.361 243093.544
64-78-A21 618165.354 246241.443
COL 46 1986 614426.358 247638.080
64-78-A22-2 1987 611357.370 248685.193
64-78-A23 607487.674 250205.234
64-78-A24 587974.037 254674.139
64-78-A25-2 1987 584894.023 257700.623
64-78-A26 579301.098 260194.611
CAXAMBAS 1959 573570.060 260652.060
I HEREBY CERTIFY THAT THE COORDINATES LISTED AND ATTACHED HERETO ARE
EAST ZONE, STATE OF FLORIDA, PLANE GRID COORDINATES ESTABLISHED BY
SECOND ORDER TRAVERSE ACCURACY IN ACCORDANCE WITH THE CRITERIA OF
DEPARTMENT OF TRANSPORTATION, STATE OF FLORIDA, BASED ON NATIONAL
GEODETIC SURVEY (N.G.S.) SECOND OR HIGHER ORDER ACCURACY.
THIS IS A SURVEY OF THE COASTAL CONSTRUCTION CONTROL LINE IN
COLLLIER COUNTY, PERFORMED BY THE STATE TOPOGRAPHIC BUREAU,
FLORIDA DEPARTMENT OF TRANSPORTATION, COMPLETED IN NOVEMBER 20, 1987.
CERTIFIED
( CLIFTON B. MC GHIN )
________________________
CLIFTON B. MC GHIN ( MAY 16, 1989 )
REGISTERED LAND SURVEYOR, NO. 4251
STATE OF FLORIDA
|
|
Water Boundary
