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THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR ST. LUCIE 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 9/15/88, IN "CCCL BOOK #26,
PAGES 26A-26I", IN THE PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
METES AND BOUNDS DESCRIPTION
FOR THE
COASTAL CONSTRUCTION CONTROL LINE
ST. LUCIE 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 ST. LUCIE-INDIAN
RIVER COUNTY LINE SOUTHERLY TO THE NORTH MEAN HIGH WATER LINE OF FT. PIERCE
INLET. RECOMMENCING AT THE SOUTH MEAN HIGH WATER LINE OF FT. PIERCE INLET,
CONTINUING SOUTHERLY TO ITS TERMINUS AT THE ST. LUCIE-MARTIN COUNTY LINE.
SAID COASTAL CONSTRUCTION CONTROL LINE IS RELATED TO A SERIES OF "PERMANENT
REFERENCE MONUMENTS" (P.R.M.) DESIGINATED AND HEREINAFTER REFERRED TO AS
"94-77-A01 THROUGH 94-77-A04", "94-77-A05-2 1987", "94-77-A06 THROUGH
94-77-A20", "Z 307 RESET 1987", "94-77-A21 THROUGH 94-77-A24", "94-77-A25-2
1987", "94-77-A26 THROUGH 94-77-A32", "94-77-A33-2 1987", "94-77-A34 THROUGH
94-77-A35", "94-77-A36-2 1987", "94-77-A37 THROUGH 94-77-A40". FOR
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 NORTH AMERICAN 1927 DATUM.
THE BEARING BASE FOR THIS DESCRIPTION WAS DETERMINED BY POLARIS OBSERVATIONS
MADE AT PERMANENT REFERENCE MONUMENTS (P.R.M.) 94-77-A02, 94-77-A12, 94-77-A25
AND 94-77-A40.
METES AND BOUNDS DESCRIPTION
FOR THE
COASTAL CONSTRUCTION CONTROL LINE
FOR ST. LUCIE COUNTY, FLORIDA
COMMMENCE AT P.R.M. 94-77-A39, THENCE S 24 DEG. 39 MIN. 06 SEC. E A DISTANCE
OF 1835.06 FEET TO THE POINT OF BEGINNING; THENCE N 19 DEG. 25 MIN. 31 SEC. W
TO THE INTERSECTION WITH THE ST. LUCIE-INDIAN RIVER COUNTY LINE, SAID POINT
BEING THE NORTHERLY TERMINUS OF THE COASTAL CONSTRUCTION CONTROL LINE FOR ST.
LUCIE COUNTY; THENCE RETURN ALONG THE SAME COURSE TO THE POINT OF BEGINNING.
THENCE S 19 DEG. 25 MIN. 31 SEC. E A DISTANCE OF 981.62 FEET TO A POINT,
THENCE S 16 DEG. 31 MIN. 29 SEC. E A DISTANCE OF 988.08 FEET TO A POINT,
SAID POINT BEING S 77 DEG. 08 MIN. 36 SEC. E A DISTANCE OF 147.74 FEET
FROM P.R.M. 94-77-A38.
THENCE S 16 DEG. 28 MIN. 27 SEC. E A DISTANCE OF 1024.56 FEET TO A POINT,
THENCE S 14 DEG. 34 MIN. 53 SEC. E A DISTANCE OF 970.80 FEET TO A POINT,
THENCE S 14 DEG. 19 MIN. 37 SEC. E A DISTANCE OF 992.99 FEET TO A POINT,
SAID POINT BEING S 59 DEG. 02 MIN. 19 SEC. E A DISTANCE OF 96.33 FEET
FROM P.R.M. 94-77-A37.
THENCE S 14 DEG. 37 MIN. 40 SEC. E A DISTANCE OF 1006.60 FEET TO A POINT,
THENCE S 14 DEG. 13 MIN. 26 SEC. E A DISTANCE OF 998.28 FEET TO A POINT,
THENCE S 16 DEG. 47 MIN. 34 SEC. E A DISTANCE OF 964.11 FEET TO A POINT,
SAID POINT BEING S 06 DEG. 11 MIN. 10 SEC. E A DISTANCE OF 167.12 FEET
FROM P.R.M. 94-77-A36-2 1987.
THENCE S 15 DEG. 37 MIN. 52 SEC. E A DISTANCE OF 979.80 FEET TO A POINT,
THENCE S 15 DEG. 42 MIN. 34 SEC. E A DISTANCE OF 993.38 FEET TO A POINT,
SAID POINT BEING N 28 DEG. 24 MIN. 57 SEC. W A DISTANCE OF 221.86 FEET
FROM P.R.M. 94-77-A35.
THENCE S 15 DEG. 13 MIN. 42 SEC. E A DISTANCE OF 981.14 FEET TO A POINT,
THENCE S 17 DEG. 44 MIN. 27 SEC. E A DISTANCE OF 997.39 FEET TO A POINT,
SAID POINT BEING N 06 DEG. 00 MIN. 51 SEC. W A DISTANCE OF 401.04 FEET
FROM P.R.M. 94-77-A34.
THENCE S 18 DEG. 52 MIN. 19 SEC. E A DISTANCE OF 989.71 FEET TO A POINT,
THENCE S 21 DEG. 52 MIN. 39 SEC. E A DISTANCE OF 987.22 FEET TO A POINT,
SAID POINT BEING N 19 DEG. 10 MIN. 19 SEC. W A DISTANCE OF 454.33 FEET
FROM P.R.M. 94-77-A33-2 1987.
THENCE S 22 DEG. 21 MIN. 47 SEC. E A DISTANCE OF 986.46 FEET TO A POINT,
THENCE S 23 DEG. 08 MIN. 51 SEC. E A DISTANCE OF 991.55 FEET TO A POINT,
THENCE S 22 DEG. 19 MIN. 40 SEC. E A DISTANCE OF 984.56 FEET TO A POINT,
SAID POINT BEING S 37 DEG. 45 MIN. 58 SEC. E A DISTANCE OF 424.22 FEET
FROM P.R.M. 94-77-A32.
THENCE S 23 DEG. 07 MIN. 22 SEC. E A DISTANCE OF 988.07 FEET TO A POINT,
THENCE S 21 DEG. 17 MIN. 17 SEC. E A DISTANCE OF 966.94 FEET TO A POINT,
THENCE S 20 DEG. 56 MIN. 43 SEC. E A DISTANCE OF 987.58 FEET TO A POINT,
THENCE S 19 DEG. 21 MIN. 49 SEC. E A DISTANCE OF 984.41 FEET TO A POINT,
SAID POINT BEING N 40 DEG. 39 MIN. 34 SEC. E A DISTANCE OF 482.67 FEET
FROM P.R.M. 94-77-A31.
THENCE S 18 DEG. 14 MIN. 42 SEC. E A DISTANCE OF 993.40 FEET TO A POINT,
THENCE S 18 DEG. 22 MIN. 21 SEC. E A DISTANCE OF 981.68 FEET TO A POINT,
SAID POINT BEING N 32 DEG. 59 MIN. 32 SEC. E A DISTANCE OF 320.24 FEET
FROM P.R.M. 94-77-A30.
THENCE S 15 DEG. 54 MIN. 46 SEC. E A DISTANCE OF 821.75 FEET TO A POINT,
THENCE S 17 DEG. 32 MIN. 56 SEC. E A DISTANCE OF 1153.43 FEET TO A POINT,
THENCE S 12 DEG. 47 MIN. 19 SEC. E A DISTANCE OF 1007.76 FEET TO A POINT,
SAID POINT BEING S 60 DEG. 16 MIN. 48 SEC. E A DISTANCE OF 368.55 FEET
FROM P.R.M. 94-77-A29.
THENCE S 16 DEG. 15 MIN. 20 SEC. E A DISTANCE OF 969.62 FEET TO A POINT,
THENCE S 18 DEG. 15 MIN. 51 SEC. E A DISTANCE OF 1009.92 FEET TO A POINT,
SAID POINT BEING N 87 DEG. 06 MIN. 38 SEC. E A DISTANCE OF 851.32 FEET
FROM P.R.M. 94-77-A28.
THENCE S 20 DEG. 24 MIN. 12 SEC. E A DISTANCE OF 1044.73 FEET TO A POINT,
THENCE S 22 DEG. 44 MIN. 13 SEC. E A DISTANCE OF 981.18 FEET TO A POINT,
SAID POINT BEING S 81 DEG. 48 MIN. 16 SEC. E A DISTANCE OF 664.45 FEET
FROM P.R.M. 94-77-A27.
THENCE S 20 DEG. 07 MIN. 27 SEC. E A DISTANCE OF 1016.63 FEET TO A POINT,
THENCE S 22 DEG. 04 MIN. 57 SEC. E A DISTANCE OF 1001.88 FEET TO A POINT,
SAID POINT BEING N 76 DEG. 53 MIN. 44 SEC. E A DISTANCE OF 583.79 FEET
FROM P.R.M. 94-77-A26.
THENCE S 22 DEG. 04 MIN. 57 SEC. E TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTH SHORE OF FORT PIERCE INLET, THENCE RETURN
ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE,
SAID POINT BEING N 76 DEG. 53 MIN. 44 SEC. E A DISTANCE OF 583.79 FEET
FROM P.R.M. 94-77-A26.
RECOMMENCE AT P.R.M. PIERCE 2, THENCE S 70 DEG. 58 MIN. 41 SEC. W A DISTANCE
OF 366.67 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE; THENCE
N 06 DEG. 34 MIN. 44 SEC. W TO THE POINT OF INTERSECTION WITH THE MEAN HIGH
WATER LINE OF THE SOUTH SHORE OF FT. PIERCE INLET; THENCE RETURN ALONG THE
SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT
BEING S 70 DEG. 58 MIN. 41 SEC. W A DISTANCE OF 366.67 FEET FROM P.R.M.
PIERCE 2.
THENCE S 06 DEG. 34 MIN. 44 SEC. E A DISTANCE OF 981.67 FEET TO A POINT,
THENCE S 15 DEG. 41 MIN. 33 SEC. E A DISTANCE OF 1000.85 FEET TO A POINT,
THENCE S 21 DEG. 23 MIN. 19 SEC. E A DISTANCE OF 981.64 FEET TO A POINT,
SAID POINT BEING N 59 DEG. 45 MIN. 59 SEC. W A DISTANCE OF 536.70 FEET
FROM P.R.M. 94-77-A25-2 1987.
THENCE S 21 DEG. 35 MIN. 14 SEC. E A DISTANCE OF 993.33 FEET TO A POINT,
THENCE S 19 DEG. 22 MIN. 58 SEC. E A DISTANCE OF 986.57 FEET TO A POINT,
THENCE S 19 DEG. 52 MIN. 10 SEC. E A DISTANCE OF 953.84 FEET TO A POINT,
SAID POINT BEING N 55 DEG. 03 MIN. 47 SEC. W A DISTANCE OF 397.28 FEET
FROM P.R.M. 94-77-A24.
THENCE S 19 DEG. 14 MIN. 27 SEC. E A DISTANCE OF 981.59 FEET TO A POINT,
THENCE S 22 DEG. 39 MIN. 53 SEC. E A DISTANCE OF 1002.39 FEET TO A POINT,
THENCE S 22 DEG. 39 MIN. 40 SEC. E A DISTANCE OF 986.38 FEET TO A POINT,
SAID POINT BEING N 71 DEG. 33 MIN. 51 SEC. E A DISTANCE OF 762.79 FEET
FROM P.R.M. 94-77-A23.
THENCE S 20 DEG. 46 MIN. 01 SEC. E A DISTANCE OF 988.35 FEET TO A POINT,
THENCE S 20 DEG. 06 MIN. 10 SEC. E A DISTANCE OF 1035.37 FEET TO A POINT,
THENCE S 17 DEG. 52 MIN. 49 SEC. E A DISTANCE OF 1020.04 FEET TO A POINT,
THENCE S 17 DEG. 55 MIN. 30 SEC. E A DISTANCE OF 968.02 FEET TO A POINT,
THENCE S 20 DEG. 34 MIN. 26 SEC. E A DISTANCE OF 975.83 FEET TO A POINT,
SAID POINT BEING S 66 DEG. 01 MIN. 41 SEC. E A DISTANCE OF 2592.34 FEET
FROM P.R.M. 94-77-A22.
THENCE S 17 DEG. 12 MIN. 22 SEC. E A DISTANCE OF 980.87 FEET TO A POINT,
SAID POINT BEING S 71 DEG. 12 MIN. 17 SEC. E A DISTANCE OF 2574.02 FEET
FROM P.R.M. 94-77-A21.
THENCE S 17 DEG. 24 MIN. 25 SEC. E A DISTANCE OF 1021.32 FEET TO A POINT,
SAID POINT BEING N 71 DEG. 12 MIN. 25 SEC. E A DISTANCE OF 887.48 FEET
FROM P.R.M. Z 307 RESET 1987.
THENCE S 15 DEG. 55 MIN. 01 SEC. E A DISTANCE OF 986.86 FEET TO A POINT,
THENCE S 19 DEG. 09 MIN. 00 SEC. E A DISTANCE OF 995.53 FEET TO A POINT,
THENCE S 20 DEG. 58 MIN. 50 SEC. E A DISTANCE OF 996.53 FEET TO A POINT,
THENCE S 21 DEG. 46 MIN. 40 SEC. E A DISTANCE OF 990.92 FEET TO A POINT,
SAID POINT BEING S 77 DEG. 55 MIN. 37 SEC. E A DISTANCE OF 1089.00 FEET
FROM P.R.M. 94-77-A20.
THENCE S 22 DEG. 01 MIN. 04 SEC. E A DISTANCE OF 959.90 FEET TO A POINT,
THENCE S 18 DEG. 51 MIN. 37 SEC. E A DISTANCE OF 974.41 FEET TO A POINT,
THENCE S 19 DEG. 50 MIN. 21 SEC. E A DISTANCE OF 997.47 FEET TO A POINT,
SAID POINT BEING N 74 DEG. 36 MIN. 13 SEC. E A DISTANCE OF 1030.36 FEET
FROM P.R.M. 94-77-A19.
THENCE S 20 DEG. 00 MIN. 14 SEC. E A DISTANCE OF 1080.35 FEET TO A POINT,
THENCE S 19 DEG. 39 MIN. 30 SEC. E A DISTANCE OF 862.82 FEET TO A POINT,
THENCE S 20 DEG. 12 MIN. 09 SEC. E A DISTANCE OF 1015.04 FEET TO A POINT,
SAID POINT BEING N 52 DEG. 28 MIN. 57 SEC. E A DISTANCE OF 535.34 FEET
FROM P.R.M. 94-77-A18.
THENCE S 21 DEG. 27 MIN. 16 SEC. E A DISTANCE OF 1031.88 FEET TO A POINT,
THENCE S 22 DEG. 10 MIN. 03 SEC. E A DISTANCE OF 1082.79 FEET TO A POINT,
THENCE S 22 DEG. 05 MIN. 33 SEC. E A DISTANCE OF 865.75 FEET TO A POINT,
SAID POINT BEING N 88 DEG. 41 MIN. 45 SEC. E A DISTANCE OF 129.92 FEET
FROM P.R.M. 94-77-A17.
THENCE S 21 DEG. 24 MIN. 08 SEC. E A DISTANCE OF 1005.92 FEET TO A POINT,
THENCE S 25 DEG. 34 MIN. 00 SEC. E A DISTANCE OF 978.74 FEET TO A POINT,
SAID POINT BEING N 08 DEG. 54 MIN. 19 SEC. W A DISTANCE OF 589.77 FEET
FROM P.R.M. 94-77-A16.
THENCE S 24 DEG. 20 MIN. 11 SEC. E A DISTANCE OF 996.45 FEET TO A POINT,
THENCE S 25 DEG. 44 MIN. 08 SEC. E A DISTANCE OF 1009.39 FEET TO A POINT,
THENCE S 24 DEG. 58 MIN. 22 SEC. E A DISTANCE OF 968.17 FEET TO A POINT,
THENCE S 27 DEG. 48 MIN. 39 SEC. E A DISTANCE OF 979.31 FEET TO A POINT,
THENCE S 26 DEG. 44 MIN. 27 SEC. E A DISTANCE OF 1008.44 FEET TO A POINT,
SAID POINT BEING S 74 DEG. 47 MIN. 15 SEC. E A DISTANCE OF 534.41 FEET
FROM P.R.M. 94-77-A15.
THENCE S 26 DEG. 44 MIN. 24 SEC. E A DISTANCE OF 1046.33 FEET TO A POINT,
THENCE S 25 DEG. 58 MIN. 19 SEC. E A DISTANCE OF 922.63 FEET TO A POINT,
THENCE S 26 DEG. 51 MIN. 29 SEC. E A DISTANCE OF 990.07 FEET TO A POINT,
THENCE S 28 DEG. 16 MIN. 16 SEC. E A DISTANCE OF 998.48 FEET TO A POINT,
THENCE S 25 DEG. 43 MIN. 40 SEC. E A DISTANCE OF 991.88 FEET TO A POINT,
THENCE S 26 DEG. 52 MIN. 04 SEC. E A DISTANCE OF 1005.56 FEET TO A POINT,
SAID POINT BEING N 85 DEG. 39 MIN. 42 SEC. E A DISTANCE OF 948.06 FEET
FROM P.R.M. 94-77-A14.
THENCE S 26 DEG. 00 MIN. 19 SEC. E A DISTANCE OF 990.78 FEET TO A POINT,
THENCE S 25 DEG. 11 MIN. 03 SEC. E A DISTANCE OF 961.78 FEET TO A POINT,
THENCE S 22 DEG. 55 MIN. 24 SEC. E A DISTANCE OF 971.82 FEET TO A POINT,
SAID POINT BEING N 54 DEG. 03 MIN. 32 SEC. E A DISTANCE OF 1420.98 FEET
FROM P.R.M. 94-77-A13.
THENCE S 25 DEG. 14 MIN. 32 SEC. E A DISTANCE OF 985.91 FEET TO A POINT,
THENCE S 25 DEG. 38 MIN. 25 SEC. E A DISTANCE OF 972.83 FEET TO A POINT,
SAID POINT BEING N 74 DEG. 24 MIN. 06 SEC. E A DISTANCE OF 1375.16 FEET
FROM P.R.M. 94-77-A12.
THENCE S 24 DEG. 19 MIN. 15 SEC. E A DISTANCE OF 983.89 FEET TO A POINT,
THENCE S 22 DEG. 56 MIN. 20 SEC. E A DISTANCE OF 984.27 FEET TO A POINT,
SAID POINT BEING N 61 DEG. 27 MIN. 37 SEC. E A DISTANCE OF 1099.32 FEET
FROM P.R.M. 94-77-A11.
THENCE S 22 DEG. 40 MIN. 14 SEC. E A DISTANCE OF 979.33 FEET TO A POINT,
THENCE S 18 DEG. 38 MIN. 07 SEC. E A DISTANCE OF 968.92 FEET TO A POINT,
THENCE S 20 DEG. 04 MIN. 47 SEC. E A DISTANCE OF 998.70 FEET TO A POINT,
SAID POINT BEING N 76 DEG. 17 MIN. 32 SEC. E A DISTANCE OF 747.76 FEET
FROM P.R.M. 94-77-A10.
THENCE S 15 DEG. 42 MIN. 10 SEC. E A DISTANCE OF 1000.60 FEET TO A POINT,
THENCE S 21 DEG. 26 MIN. 19 SEC. E A DISTANCE OF 983.31 FEET TO A POINT,
THENCE S 22 DEG. 37 MIN. 35 SEC. E A DISTANCE OF 1034.95 FEET TO A POINT,
SAID POINT BEING N 40 DEG. 57 MIN. 13 SEC. E A DISTANCE OF 605.18 FEET
FROM P.R.M. 94-77-A09.
THENCE S 17 DEG. 45 MIN. 44 SEC. E A DISTANCE OF 945.85 FEET TO A POINT,
THENCE S 17 DEG. 37 MIN. 53 SEC. E A DISTANCE OF 1004.86 FEET TO A POINT,
THENCE S 20 DEG. 32 MIN. 25 SEC. E A DISTANCE OF 971.82 FEET TO A POINT,
THENCE S 20 DEG. 59 MIN. 06 SEC. E A DISTANCE OF 962.24 FEET TO A POINT,
SAID POINT BEING N 06 DEG. 15 MIN. 27 SEC. W A DISTANCE OF 363.94 FEET
FROM P.R.M. 94-77-A08.
THENCE S 22 DEG. 42 MIN. 46 SEC. E A DISTANCE OF 973.90 FEET TO A POINT,
THENCE S 22 DEG. 38 MIN. 14 SEC. E A DISTANCE OF 986.72 FEET TO A POINT,
THENCE S 22 DEG. 29 MIN. 11 SEC. E A DISTANCE OF 999.80 FEET TO A POINT,
THENCE S 21 DEG. 51 MIN. 16 SEC. E A DISTANCE OF 997.33 FEET TO A POINT,
SAID POINT BEING N 07 DEG. 17 MIN. 01 SEC. W A DISTANCE OF 256.84 FEET
FROM P.R.M. 94-77-A07.
THENCE S 22 DEG. 14 MIN. 04 SEC. E A DISTANCE OF 990.86 FEET TO A POINT,
THENCE S 22 DEG. 08 MIN. 14 SEC. E A DISTANCE OF 972.35 FEET TO A POINT,
THENCE S 22 DEG. 07 MIN. 51 SEC. E A DISTANCE OF 998.49 FEET TO A POINT,
THENCE S 22 DEG. 14 MIN. 08 SEC. E A DISTANCE OF 988.33 FEET TO A POINT,
SAID POINT BEING N 70 DEG. 23 MIN. 48 SEC. E A DISTANCE OF 213.36 FEET
FROM P.R.M. 94-77-A06.
THENCE S 22 DEG. 04 MIN. 42 SEC. E A DISTANCE OF 980.19 FEET TO A POINT,
THENCE S 20 DEG. 56 MIN. 38 SEC. E A DISTANCE OF 987.01 FEET TO A POINT,
THENCE S 21 DEG. 31 MIN. 01 SEC. E A DISTANCE OF 972.11 FEET TO A POINT,
THENCE S 21 DEG. 49 MIN. 32 SEC. E A DISTANCE OF 1007.57 FEET TO A POINT,
SAID POINT BEING N 81 DEG. 05 MIN. 03 SEC. E A DISTANCE OF 252.27 FEET
FROM P.R.M. 94-77-A05-2 1987.
THENCE S 22 DEG. 04 MIN. 19 SEC. E A DISTANCE OF 941.39 FEET TO A POINT,
THENCE S 21 DEG. 36 MIN. 54 SEC. E A DISTANCE OF 1039.72 FEET TO A POINT,
SAID POINT BEING N 06 DEG. 53 MIN. 13 SEC. E A DISTANCE OF 300.02 FEET
FROM P.R.M. 94-77-A04.
THENCE S 23 DEG. 14 MIN. 08 SEC. E A DISTANCE OF 977.70 FEET TO A POINT,
THENCE S 23 DEG. 08 MIN. 37 SEC. E A DISTANCE OF 1103.09 FEET TO A POINT,
THENCE S 25 DEG. 12 MIN. 51 SEC. E A DISTANCE OF 1065.56 FEET TO A POINT,
THENCE S 23 DEG. 36 MIN. 46 SEC. E A DISTANCE OF 820.65 FEET TO A POINT,
SAID POINT BEING N 20 DEG. 43 MIN. 54 SEC. E A DISTANCE OF 352.97 FEET
FROM P.R.M. 94-77-A03.
THENCE S 23 DEG. 43 MIN. 39 SEC. E A DISTANCE OF 1130.37 FEET TO A POINT,
THENCE S 23 DEG. 25 MIN. 48 SEC. E A DISTANCE OF 1012.73 FEET TO A POINT,
THENCE S 22 DEG. 56 MIN. 29 SEC. E A DISTANCE OF 786.79 FEET TO A POINT,
THENCE S 22 DEG. 59 MIN. 26 SEC. E A DISTANCE OF 982.50 FEET TO A POINT,
SAID POINT BEING S 32 DEG. 52 MIN. 30 SEC. E A DISTANCE OF 897.00 FEET
FROM P.R.M. 94-77-A02.
THENCE S 24 DEG. 57 MIN. 04 SEC. E TO THE POINT OF INTERSECTION WITH THE
ST LUCIE-MARTIN COUNTY LINE, SAID POINT BEING THE SOUTHERLY TERMINUS OF
THE COASTAL CONSTRUCTION CONTROL LINE.
I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL
LINE AS DESCRIBED HEREON, ESTABLISHED IN COMPLIANCE WITH
SECTION 161.053, FLORIDA STATUTES IN ST. LUCIE COUNTY,
FLORIDA, LYING ALONG THE ATLANTIC OCEAN OF SAID COUNTY,
WAS APPROVED BY THE HEAD OF THE DEPARTMENT OF FLORIDA
DEPARTMENT OF NATURAL RESOURCES AT ITS REGULAR MEETING
ON THE 13th OF SEPTEMBER, 1988.
( TOM GARDNER )
_______________________________
EXECUTIVE DIRECTOR
ATTEST:
( HAROLD N. BEAN )
_____________________________________
CHIEF BUREAU 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 ( 4-22-1988 )
CLIFTON B. MC GHIN
REGISTERED LAND SURVEYOR, NO. 4251
STATE OF FLORIDA
THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN ST. LUCIE 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
_______________ _____________ ___________ _______
FRANZ 1934 1,075,456.04 755,480.04 14831
JEN 2 1934 - 1944 1,065,079.35 759,748.51 14831
PIERCE 2 1963 1,140,554.00 729,872.04 14831
RIOMAR 2 1,178,514.08 717,272.74 14831
THE ST. LUCIE COUNTY COASTAL CONSTRUCTION CONTROL LINE LEGAL DESCRIPTION
REFERS TO THE FOLLOWING PERMANENT REFERENCE MONUMENTS (P.R.M.)
STATION Y X
_______________ _____________ ___________
94-77-A02 1,067,039.290 758,766.530
94-77-A03 1,069,548.891 757,580.513
94-77-A04 1,073,209.850 756,067.574
94-77-A05-2 1987 1,075,307.611 755,117.578
94-77-A06 1,078,944.935 753,713.430
94-77-A07 1,082,419.366 752,455.488
94-77-A08 1,085,970.867 750,953.141
94-77-A09 1,089,542.450 749,238.320
94-77-A10 1,092,656.137 747,880.145
94-77-A11 1,095,067.900 746,610.907
94-77-A12 1,097,026.364 745,463.294
94-77-A13 1,098,330.890 744,795.952
94-77-A14 1,101,749.120 743,778.856
94-77-A15 1,107,278.170 741,528.445
94-77-A16 1,111,016.888 739,967.101
94-77-A17 1,113,416.054 738,956.450
94-77-A18 1,115,858.312 737,550.133
94-77-A19 1,118,691.074 735,971.002
94-77-A20 1,121,942.650 734,886.095
Z 307 RESET 1987 1,125,169.086 733,789.182
94-77-A21 1,127,258.862 731,887.061
94-77-A22 1,128,419.749 731,664.933
94-77-A23 1,131,827.112 731,649.693
94-77-A24 1,134,602.797 731,609.257
94-77-A25-2 1987 1,137,311.433 730,730.202
94-77-A26 1,141,508.917 728,994.575
94-77-A27 1,143,618.943 728,179.070
94-77-A28 1,145,365.424 727,243.043
94-77-A29 1,147,480.950 727,185.293
94-77-A30 1,149,902.415 726,534.825
94-77-A31 1,151,679.956 725,774.283
94-77-A32 1,156,042.171 724,410.458
94-77-A33-2 1987 1,158,012.419 723,680.335
94-77-A34 1,159,895.339 722,885.162
94-77-A35 1,161,995.693 722,387.090
94-77-A36-2 1987 1,164,256.799 721,730.541
94-77-A37 1,167,004.859 720,887.911
94-77-A38 1,169,872.310 720,045.801
94-77-A39 1,173,380.248 718,816.934
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
ST. LUCIE COUNTY, PERFORMED BY THE STATE TOPOGRAPHIC BUREAU,
FLORIDA DEPARTMENT OF TRANSPORTATION, COMPLETED IN DECEMBER 1986.
CERTIFIED
( CLIFTON B. MC GHIN )
________________________
( 4-22-1988 )
CLIFTON B. MC GHIN
REGISTERED LAND SURVEYOR, NO. 4251
STATE OF FLORIDA
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