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THIS FILE READY TO BE RECHECKED 3/10/93 MLK
DUVAL COUNTY CHECKED 12-08-93, LL,TB CORRECTIONS MADE
DUVAL COUNTY CHECKED 12-09-93, LL,TB COMPLETE
THIS DIGITAL REPRESENTATION OF THE LEGAL DESCRIPTION
OR THE FLORIDA COASTAL CONSTRUCTION CONTROL LINE
FOR DUVAL 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 OF THIS
COUNTY.
RECORDED 7/23/92 IN "MAP BOOK C, PAGES
72 TO 72H" AND "O.R. BOOK 7379, PAGES
1769-1782" IN THE PUBLIC RECORDS OF
DUVAL COUNTY, FLORIDA.
METES AND BOUNDS DESCRIPTION
FOR THE
COASTAL CONSTRUCTION CONTROL LINE
DUVAL 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 MEAN HIGH WATER
LINE OF THE NORTHWESTERN SHORE OF LITTLE TALBOT ISLAND SOUTHERLY TO THE
INTERSECTION WITH THE MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF LITTLE
TALBOT ISLAND. RECOMMENCING AT THE MEAN HIGH WATER LINE OF THE NORTHERN
SHORE OF FORT GEORGE ISLAND, CONTINUING SOUTHERLY TO THE MEAN HIGH WATER
LINE OF THE SOUTHERN SHORE OF FORT GEORGE ISLAND. RECOMMENCING AT THE
SOUTHERN BOUNDARY OF MAYPORT NAVAL STATION, CONTINUING SOUTHERLY TO ITS
TERMINUS AT THE DUVAL-SAINT JOHNS 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 "72-81-A01-2 1989","72-81-A02-2 1989 THROUGH
72-81-A06","72-81-A07-2 1989","72-81-A08","72-81-A09-2 1989",
"72-81-A12 THROUGH 72-81-A33", AND "78-79-A09".
FOR MONUMENTS ESTABLISHED BY THE DEPARTMENT OF NATURAL RESOURCES, STATE
OF FLORIDA, OR REFERRED TO BY STATION NAME FOR MONUMENTS ESTABLISHED BY
THE NATIONAL GEODETIC SURVEY (N.G.S.), SAID PERMANENT REFERENCE MONUMENTS
ARE ESTABLISHED IN THE EAST ZONE OF THE STATE OF FLORIDA PLANE COORDINATE
SYSTEM. ALL STATIONS IN THIS DESCRIPTION ARE BASED UPON THE NORTH
AMERICAN 1927 DATUM.
THE BEARING BASE FOR THIS DESCRIPTION WAS DETERMINED BY POLARIS
OBSERVATIONS MADE AT PERMANENT REFERENCE MONUMENTS (P.R.M.) 72-81-A17,
74-81-A27, AND 78-79-A08.
METES AND BOUNDS DESCRIPTION
FOR THE
COASTAL CONSTRUCTION CONTROL LINE
DUVAL COUNTY, FLORIDA
COMMMENCE AT "P.R.M." 72-81-A01-2 1989; THENCE S 22 DEG. 07 MIN. 51 SEC. W
A DISTANCE OF 445.50 FEET TO THE POINT OF BEGINNING;
THENCE N 74 DEG. 40 MIN. 45 SEC. W A DISTANCE OF 884.39 FEET TO A POINT;
THENCE N 74 DEG. 40 MIN. 45 SEC. W TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHWESTERN SHORE OF LITTLE TALBOT ISLAND,
SAID POINT BEING THE NORTHWESTERN TERMINUS OF THE COASTAL CONSTRUCTION
CONTROL LINE FOR DUVAL COUNTY; THENCE RETURN ALONG THE SAME COURSE TO THE
POINT OF BEGINNING; SAID POINT BEING S 22 DEG. 07 MIN. 51 SEC. W A
DISTANCE OF 445.50 FEET FROM P.R.M. 72-81-A01-2 1989.
THENCE S 27 DEG. 04 MIN. 10 SEC. E A DISTANCE OF 298.35 FEET TO A POINT;
THENCE S 14 DEG. 29 MIN. 34 SEC. E A DISTANCE OF 945.27 FEET TO A POINT;
SAID POINT BEING S 87 DEG. 41 MIN. 59 SEC. W A DISTANCE OF 487.18 FEET
FROM P.R.M. 72-81-A02-2 1989.
THENCE S 01 DEG. 50 MIN. 29 SEC. W A DISTANCE OF 1016.06 FEET TO A POINT;
THENCE S 01 DEG. 06 MIN. 07 SEC. W A DISTANCE OF 461.07 FEET TO A POINT;
THENCE S 00 DEG. 28 MIN. 18 SEC. W A DISTANCE OF 989.81 FEET TO A POINT;
THENCE S 01 DEG. 33 MIN. 20 SEC. E A DISTANCE OF 1188.16 FEET TO A POINT;
SAID POINT BEING S 56 DEG. 14 MIN. 17 SEC. W A DISTANCE OF 679.80 FEET
FROM P.R.M. 72-81-A03.
THENCE S 01 DEG. 54 MIN. 33 SEC. E A DISTANCE OF 1010.21 FEET TO A POINT;
THENCE S 00 DEG. 27 MIN. 59 SEC. W A DISTANCE OF 1021.06 FEET TO A POINT;
THENCE S 00 DEG. 39 MIN. 45 SEC. W A DISTANCE OF 1021.12 FEET TO A POINT;
SAID POINT BEING S 38 DEG. 36 MIN. 34 SEC. W A DISTANCE OF 428.80 FEET
FROM P.R.M. 72-81-A04.
THENCE S 01 DEG. 11 MIN. 29 SEC. E A DISTANCE OF 1082.36 FEET TO A POINT;
THENCE S 01 DEG. 14 MIN. 42 SEC. E A DISTANCE OF 1047.71 FEET TO A POINT;
THENCE S 03 DEG. 09 MIN. 37 SEC. E A DISTANCE OF 959.95 FEET TO A POINT;
SAID POINT BEING S 86 DEG. 55 MIN. 17 SEC. W A DISTANCE OF 191.07 FEET
FROM P.R.M. 72-81-A05.
THENCE S 02 DEG. 59 MIN. 34 SEC. E A DISTANCE OF 880.99 FEET TO A POINT;
THENCE S 05 DEG. 49 MIN. 16 SEC. E A DISTANCE OF 1154.89 FEET TO A POINT;
THENCE S 06 DEG. 05 MIN. 19 SEC. E A DISTANCE OF 879.78 FEET TO A POINT;
SAID POINT BEING N 68 DEG. 05 MIN. 24 SEC. W A DISTANCE OF 183.35 FEET
FROM P.R.M. 72-81-A06.
THENCE S 09 DEG. 25 MIN. 41 SEC. E A DISTANCE OF 976.32 FEET TO A POINT;
THENCE S 11 DEG. 13 MIN. 21 SEC. E A DISTANCE OF 890.83 FEET TO A POINT;
THENCE S 10 DEG. 28 MIN. 50 SEC. E A DISTANCE OF 711.53 FEET TO A POINT;
THENCE S 01 DEG. 30 MIN. 04 SEC. E A DISTANCE OF 268.32 FEET TO A POINT;
THENCE S 02 DEG. 14 MIN. 08 SEC. E A DISTANCE OF 1020.34 FEET TO A POINT;
THENCE S 02 DEG. 04 MIN. 28 SEC. E A DISTANCE OF 936.39 FEET TO A POINT;
SAID POINT BEING S 49 DEG. 49 MIN. 33 SEC. W A DISTANCE OF 566.72 FEET
FROM P.R.M. 72-81-A07-2 1989.
THENCE S 15 DEG. 25 MIN. 45 SEC. W A DISTANCE OF 401.21 FEET TO A POINT;
THENCE S 47 DEG. 32 MIN. 35 SEC. W A DISTANCE OF 1276.62 FEET TO A POINT;
THENCE S 47 DEG. 32 MIN. 35 SEC. W TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE SOUTHERN SHORE OF LITTLE TALBOT ISLAND.
RECOMMENCE AT P.R.M. 72-81-A08; THENCE S 67 DEG. 34 MIN. 42 SEC. W A
DISTANCE OF 698.06 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE;
THENCE N 18 DEG. 08 MIN. 28 SEC. W TO THE POINT OF INTERSECTION WITH THE
MEAN HIGH WATER LINE OF THE NORTHERN SHORE OF FORT GEORGE ISLAND; THENCE
RETURN ALONG THE SAME COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL
LINE, SAID POINT BEING S 67 DEG. 34 MIN. 42 SEC. W A DISTANCE OF 698.06
FEET FROM P.R.M. 72-81-A08.
THENCE S 24 DEG. 39 MIN. 14 SEC. E A DISTANCE OF 868.44 FEET TO A POINT;
THENCE S 30 DEG. 03 MIN. 07 SEC. E A DISTANCE OF 899.06 FEET TO A POINT;
THENCE S 60 DEG. 44 MIN. 11 SEC. E A DISTANCE OF 494.41 FEET TO A POINT;
THENCE S 08 DEG. 59 MIN. 33 SEC. E A DISTANCE OF 300.70 FEET TO A POINT;
THENCE S 17 DEG. 07 MIN. 24 SEC. W A DISTANCE OF 1015.14 FEET TO A POINT;
SAID POINT BEING S 86 DEG. 11 MIN. 12 SEC. W A DISTANCE OF 416.69 FEET
FROM P.R.M. 72-81-A09-2 1989.
THENCE S 17 DEG. 07 MIN. 24 SEC. W TO THE MEAN HIGH WATER LINE OF THE
SOUTHERN SHORE OF FORT GEORGE ISLAND.
RECOMMENCE AT P.R.M. 72-81-A12; THENCE N 53 DEG. 22 MIN. 46 SEC. E A
DISTANCE OF 469.29 FEET TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE;
THENCE N 05 DEG. 20 MIN. 40 SEC. E TO THE POINT OF INTERSECTION WITH THE
SOUTHERN BOUNDARY OF MAYPORT NAVAL STATION; THENCE RETURN ALONG THE SAME
COURSE TO A POINT ON THE COASTAL CONSTRUCTION CONTROL LINE, SAID POINT
BEING N 53 DEG. 22 MIN. 46 SEC. E A DISTANCE OF 469.29 FEET FROM P.R.M.
72-81-A12.
THENCE S 05 DEG. 20 MIN. 40 SEC. W A DISTANCE OF 1011.22 FEET TO A POINT;
THENCE S 02 DEG. 38 MIN. 15 SEC. W A DISTANCE OF 923.12 FEET TO A POINT;
THENCE S 04 DEG. 00 MIN. 47 SEC. W A DISTANCE OF 971.89 FEET TO A POINT;
SAID POINT BEING N 27 DEG. 28 MIN. 49 SEC. E A DISTANCE OF 542.96 FEET
FROM P.R.M. 72-81-A13.
THENCE S 01 DEG. 59 MIN. 04 SEC. W A DISTANCE OF 1058.56 FEET TO A POINT;
THENCE S 01 DEG. 13 MIN. 30 SEC. W A DISTANCE OF 917.21 FEET TO A POINT;
THENCE S 00 DEG. 52 MIN. 37 SEC. W A DISTANCE OF 774.40 FEET TO A POINT;
SAID POINT BEING S 64 DEG. 18 MIN. 19 SEC. E A DISTANCE OF 211.96 FEET
FROM P.R.M. 72-81-A14.
THENCE S 05 DEG. 21 MIN. 06 SEC. E A DISTANCE OF 1265.85 FEET TO A POINT;
THENCE S 02 DEG. 49 MIN. 28 SEC. E A DISTANCE OF 850.72 FEET TO A POINT;
SAID POINT BEING S 79 DEG. 00 MIN. 56 SEC. E A DISTANCE OF 321.68 FEET
FROM P.R.M. 72-81-A15.
THENCE S 02 DEG. 03 MIN. 26 SEC. E A DISTANCE OF 975.99 FEET TO A POINT;
THENCE S 01 DEG. 48 MIN. 53 SEC. E A DISTANCE OF 885.54 FEET TO A POINT;
THENCE S 04 DEG. 20 MIN. 21 SEC. E A DISTANCE OF 1048.95 FEET TO A POINT;
SAID POINT BEING N 81 DEG. 57 MIN. 44 SEC. E A DISTANCE OF 476.58 FEET
FROM P.R.M. 72-81-A16.
THENCE S 02 DEG. 52 MIN. 59 SEC. E A DISTANCE OF 815.80 FEET TO A POINT;
THENCE S 03 DEG. 48 MIN. 40 SEC. E A DISTANCE OF 951.78 FEET TO A POINT;
SAID POINT BEING N 58 DEG. 47 MIN. 23 SEC. E A DISTANCE OF 659.98 FEET
FROM P.R.M. 72-81-A17.
THENCE S 04 DEG. 01 MIN. 52 SEC. E A DISTANCE OF 936.37 FEET TO A POINT;
THENCE S 04 DEG. 05 MIN. 10 SEC. E A DISTANCE OF 980.48 FEET TO A POINT;
SAID POINT BEING N 30 DEG. 26 MIN. 33 SEC. E A DISTANCE OF 1059.89 FEET
FROM P.R.M. 72-81-A18.
THENCE S 05 DEG. 03 MIN. 57 SEC. E A DISTANCE OF 991.16 FEET TO A POINT;
SAID POINT BEING S 54 DEG. 16 MIN. 41 SEC. W A DISTANCE OF 244.32 FEET
FROM P.R.M. 72-81-A19.
THENCE S 04 DEG. 54 MIN. 47 SEC. E A DISTANCE OF 1046.23 FEET TO A POINT;
THENCE S 04 DEG. 57 MIN. 14 SEC. E A DISTANCE OF 888.20 FEET TO A POINT;
SAID POINT BEING N 87 DEG. 58 MIN. 28 SEC. W A DISTANCE OF 228.12 FEET
FROM P.R.M. 72-81-A20.
THENCE S 05 DEG. 06 MIN. 58 SEC. E A DISTANCE OF 949.50 FEET TO A POINT;
THENCE S 05 DEG. 04 MIN. 04 SEC. E A DISTANCE OF 934.80 FEET TO A POINT;
THENCE S 06 DEG. 12 MIN. 17 SEC. E A DISTANCE OF 1058.52 FEET TO A POINT;
SAID POINT BEING N 38 DEG. 52 MIN. 22 SEC. W A DISTANCE OF 335.48 FEET
FROM P.R.M. 72-81-A21.
THENCE S 06 DEG. 26 MIN. 53 SEC. E A DISTANCE OF 934.06 FEET TO A POINT;
SAID POINT BEING S 30 DEG. 01 MIN. 25 SEC. E A DISTANCE OF 681.87 FEET
FROM P.R.M. 72-81-A22.
THENCE S 06 DEG. 05 MIN. 17 SEC. E A DISTANCE OF 913.87 FEET TO A POINT;
THENCE S 07 DEG. 05 MIN. 35 SEC. E A DISTANCE OF 941.41 FEET TO A POINT;
SAID POINT BEING N 32 DEG. 36 MIN. 18 SEC. E A DISTANCE OF 368.56 FEET
FROM P.R.M. 72-81-A23.
THENCE S 07 DEG. 14 MIN. 26 SEC. E A DISTANCE OF 933.21 FEET TO A POINT;
THENCE S 06 DEG. 55 MIN. 36 SEC. E A DISTANCE OF 884.38 FEET TO A POINT;
THENCE S 08 DEG. 00 MIN. 11 SEC. E A DISTANCE OF 991.25 FEET TO A POINT;
THENCE S 07 DEG. 09 MIN. 18 SEC. E A DISTANCE OF 932.27 FEET TO A POINT;
SAID POINT BEING S 80 DEG. 58 MIN. 33 SEC. E A DISTANCE OF 296.54 FEET
FROM P.R.M. 72-81-A24.
THENCE S 07 DEG. 12 MIN. 07 SEC. E A DISTANCE OF 917.59 FEET TO A POINT;
SAID POINT BEING N 63 DEG. 48 MIN. 50 SEC. E A DISTANCE OF 129.18 FEET
FROM P.R.M. 72-81-A25.
THENCE S 08 DEG. 25 MIN. 11 SEC. E A DISTANCE OF 1087.65 FEET TO A POINT;
THENCE S 08 DEG. 29 MIN. 35 SEC. E A DISTANCE OF 868.17 FEET TO A POINT;
SAID POINT BEING N 06 DEG. 05 MIN. 28 SEC. E A DISTANCE OF 418.66 FEET
FROM P.R.M. 72-81-A26.
THENCE S 08 DEG. 32 MIN. 55 SEC. E A DISTANCE OF 1018.89 FEET TO A POINT;
THENCE S 08 DEG. 19 MIN. 13 SEC. E A DISTANCE OF 895.06 FEET TO A POINT;
THENCE S 10 DEG. 28 MIN. 06 SEC. E A DISTANCE OF 980.62 FEET TO A POINT;
SAID POINT BEING N 04 DEG. 24 MIN. 50 SEC. W A DISTANCE OF 505.63 FEET
FROM P.R.M. 72-81-A27.
THENCE S 10 DEG. 20 MIN. 44 SEC. E A DISTANCE OF 988.40 FEET TO A POINT;
THENCE S 10 DEG. 07 MIN. 43 SEC. E A DISTANCE OF 990.01 FEET TO A POINT;
THENCE S 09 DEG. 19 MIN. 17 SEC. E A DISTANCE OF 957.83 FEET TO A POINT;
SAID POINT BEING S 66 DEG. 38 MIN. 53 SEC. E A DISTANCE OF 107.68 FEET
FROM P.R.M. 72-81-A28.
THENCE S 09 DEG. 33 MIN. 54 SEC. E A DISTANCE OF 1049.53 FEET TO A POINT;
THENCE S 09 DEG. 11 MIN. 09 SEC. E A DISTANCE OF 1025.77 FEET TO A POINT;
SAID POINT BEING N 49 DEG. 26 MIN. 50 SEC. E A DISTANCE OF 45.05 FEET
FROM P.R.M. 72-81-A29.
THENCE S 10 DEG. 37 MIN. 32 SEC. E A DISTANCE OF 924.89 FEET TO A POINT;
THENCE S 10 DEG. 44 MIN. 10 SEC. E A DISTANCE OF 970.66 FEET TO A POINT;
SAID POINT BEING S 26 DEG. 37 MIN. 52 SEC. E A DISTANCE OF 232.43 FEET
FROM P.R.M. 72-81-A30.
THENCE S 10 DEG. 23 MIN. 26 SEC. E A DISTANCE OF 1007.66 FEET TO A POINT;
SAID POINT BEING S 42 DEG. 11 MIN. 34 SEC. E A DISTANCE OF 391.49 FEET
FROM P.R.M. 72-81-A31.
THENCE S 11 DEG. 48 MIN. 18 SEC. E A DISTANCE OF 911.28 FEET TO A POINT;
THENCE S 11 DEG. 46 MIN. 04 SEC. E A DISTANCE OF 972.09 FEET TO A POINT;
SAID POINT BEING S 41 DEG. 25 MIN. 11 SEC. E A DISTANCE OF 357.60 FEET
FROM P.R.M. 72-81-A32.
THENCE S 11 DEG. 04 MIN. 06 SEC. E A DISTANCE OF 1057.09 FEET TO A POINT;
SAID POINT BEING N 89 DEG. 58 MIN. 01 SEC. E A DISTANCE OF 240.26 FEET
FROM P.R.M. 72-81-A33.
THENCE S 10 DEG. 55 MIN. 34 SEC. E A DISTANCE OF 919.70 FEET TO A POINT;
THENCE S 11 DEG. 25 MIN. 47 SEC. E A DISTANCE OF 850.07 FEET TO A POINT;
THENCE S 12 DEG. 38 MIN. 46 SEC. E A DISTANCE OF 1028.71 FEET TO A POINT;
SAID POINT BEING N 05 DEG. 18 MIN. 57 SEC. W A DISTANCE OF 1263.89 FEET
FROM P.R.M. 78-79-A09.
THENCE S 12 DEG. 31 MIN. 15 SEC. E TO THE POINT OF INTERSECTION WITH THE
DUVAL-SAINT JOHNS COUNTY LINE. SAID POINT BEING THE SOUTHERN TERMINUS OF
COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY.
I HEREBY CERTIFY THAT THE COASTAL CONSTRUCTION CONTROL LINE AS DESCRIBED
HEREON, ESTABLISHED IN COMPLIANCE WITH SECTION 161.053, FLORIDA STATUTES,
IN DUVAL COUNTY, FLORIDA, LYING ALONG THE ATLANTIC COAST OF SAID COUNTY,
WAS APPROVED BY THE HEAD OF THE FLORIDA DEPARTMENT OF NATURAL RESOURCES
AT ITS REGULAR MEETING ON THE 21st OF JULY, 1992.
( VIRGINIA B. WETHERELL )
_____________________________
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.
( CECIL MARTIN )
___________________________
CERTIFIED
CECIL MARTIN
REGISTERED LAND SURVEYOR, NO. 3224
STATE OF FLORIDA
THE LOCATION OF THE COASTAL CONSTRUCTION CONTROL LINE IN DUVAL 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
______________ __________ ___________ ___________
PALM 1932 1979 2135424.84 379678.81 G-1788
BRADDOCK ECC 1932 2238763.09 352390.54 G-1892
THE DUVAL COUNTY COASTAL CONSTRUCTION CONTROL LINE LEGAL DESCRIPTION
REFERS TO THE FOLLOWING PERMANENT REFERENCE MONUMENTS (P.R.M.)
STATION Y X
___________ ___________ ___________
72-81-A01-2 1989 2235327.492 369555.001
72-81-A02-2 1989 2233753.503 370246.288
72-81-A03 2230457.728 370307.248
72-81-A04 2227363.282 370023.209
72-81-A05 2223950.399 370044.622
72-81-A06 2220968.173 370280.377
72-81-A07-2 1989 2216642.028 371086.747
72-81-A08 2211033.405 371461.481
72-81-A09-2 1989 2207718.569 372223.882
72-81-A12 2198536.804 373955.942
72-81-A13 2195436.574 373877.370
72-81-A14 2193260.939 373868.793
72-81-A15 2191120.314 373903.995
72-81-A16 2188085.986 373890.317
72-81-A17 2186046.194 373902.056
72-81-A18 2183562.374 374065.188
72-81-A19 2183631.498 374888.078
72-81-A20 2181553.517 375084.004
72-81-A21 2178371.217 375348.223
72-81-A22 2178294.628 374901.400
72-81-A23 2175550.863 375257.152
72-81-A24 2172197.548 375641.274
72-81-A25 2171183.681 375933.263
72-81-A26 2168889.816 376292.236
72-81-A27 2165944.476 376834.720
72-81-A28 2163599.202 377203.684
72-81-A29 2161479.672 377606.467
72-81-A30 2159854.032 377887.870
72-81-A31 2158945.169 377910.860
72-81-A32 2157079.617 378321.897
72-81-A33 2155773.894 378521.155
78-79-A09 2151775.580 379446.504
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 THE
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 DUVAL
COUNTY, PERFORMED BY THE STATE TOPOGRAPHIC OFFICE, FLORIDA DEPARTMENT
OF TRANSPORTATION, COMPLETED IN JULY, 1989.
CERTIFIED
( CECIL MARTIN )
__________________________________
CECIL MARTIN
REGISTERED LAND SURVEYOR, NO. 3224
STATE OF FLORIDA
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Water Boundary
