Atlantic Court SURVEY 12.01.2000-w
MAP SHONNG SURVEY OF
A PART OF THE CASTRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2
SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE,
COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY
LINE OF AQUATIC DRIVE, (A 60 FOOT RIGHT OF WAY AS NOW
ESTABLISHED), WITH THE NORTHERLY RIGHT OF WAY LINE OF
ATLANTIC BOULEVARD (A 100 FOOT RIGHT OF WAY AS NOW
ESTABLISHED); THENCE SOUTH 89' 18'38" WEST, ALONG SAID
NORTHERLY RIGHT OF WAY LINE, A DISTANCE OF 329.97 FEET TO A
POINT OF CURVE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A
RADIUS OF 25.00 FEET; THENCE NORTHWESTERLY, DEPARTING FROM
SAID NORTHERLY RIGHT OF WAY LINE, AND ALONG THE ARC OF SAID
CURVE A DISTANCE OF 36.40 FEET, MAKING A CENTRAL ANGLE OF
83'25'20" AND HAVING A CHORD BEARING OF NORTH 48'58'42" WEST
AND A CHORD DISTANCE OF 33.27 FEET TO THE POINT OF TANGENCY
OF SAID CURVE; THENCE NORTH 07' 16'02" WEST, A DISTANCE OF
74.70 FEET TO A POINT OF CURVE OF A CURVE CONCAVE
SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 21.03
FEET, MAKING A CENTRAL ANGLE OF 48' 11'23" AND HAVING A CHORD
BEARING OF NORTH 16'49'39" EAST AND A CHORD DISTANCE OF 20.41
FEET TO A POINT OF REVERSE CURVE, WITH A CURVE CONCAVE
WESTERLY AND HAVING A RADIUS OF 50.00 FEET; THENCE NORTHERLY,
ALONG THE ARC OF SAID CURVE (SAID CURVE COMMONLY KNOWN AS
CUL-DE-SAC A DISTANCE OF 64.41 FEET, MAKING A CENTRAL ANGLE
OF 73'48'41 AND HAVING A CHORD BEARING OF NORTH 04'01'00"
EAST AND A CHORD DISTANCE OF 60.05 FEET TO A POINT ON SAID
CURVE AND THE POINT OF BEGINNING; THENCE CONTINUE
NORTHWESTERLY, ALONG THE ARC OF SAID CURVE A DISTANCE OF
30.00 FEET, MAKING A CENTRAL ANGLE OF 34'22'59" AND HAVING A
CHORD BEARING OF NORTH 5904'49" WEST AND A CHORD DISTANCE OF
29.56 FEET TO THE EAST LINE OF THOSE LANDS DESCRIBED AS TRACT
"A" IN OFFICIAL RECORDS VOLUME 5884, PAGE 1258 OF THE CURRENT
PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 07' 16'02" WEST
ALONG SAID EAST LINE, A DISTANCE OF 133.81 FEET TO THE
NORTHEAST CORNER OF LAST SAID LANDS; THENCE NORTH 89' 18'38"
EAST, A DISTANCE OF 199.83 FEET TO THE WESTERLY LINE OF THOSE
LANDS AS DESCRIBED IN OFFICIAL RECORDS VOLUME 4832 PAGE 873
OF SAID PUBLIC RECORDS; THENCE SOUTH 07' 16'02" EAST, ALONG
SAID WESTERLY LINE, A DISTANCE OF 145.76 FEET; THENCE SOUTH
89018'38" WEST, A DISTANCE OF 110.00 FEET; THENCE SOUTH
83' 1 1 '39" WEST, A DISTANCE OF 69.15 FEET TO THE POINT OF
BEGINNING. CONTAINING 0.67 ACRES, MORE OR LESS.
PARCEL W, OFFICIAL RECORDS VOLUME 5604, PAGE 1690
FOUND 1/2- IRON
PIPE, -GP ILLEG
70
rn
n X
O
U �
O
C V�
m➢
000
OD
.P D
�Otwo I . IRC
90
_ POLE
- .. I ft vLLVE
( N 50'02' 13" 29.46' FIELD )
CHORD = N 50'04'49" W 29.56'
RADIUS = 50.00' ARC = 30.00' DROP INLET
DELTA = 3'22'57"
UNLESS IT BEARS THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER, THIS
MAP IS FOR INFORMATIONAL PURPOSES
ONLY AND IS NbT VAUD.
SCALE: 1 " - Sri FLE' 2000-8441 MAWN BY; SWC
THE PROPERTY SHOWN HEREON APPEARS
TO LIE IN FLOOD ZONE "X" (AREA
CHORD = N 04'01'00" E
60.05' !
' `"" lw' `"'
BE DETERMINED FROM THE FLOOD
INSURANCE
RADIUS = 50.00' ARC =
64.41
BEGINNING
FOR THE
CITY OF ATLANTIC BEACH, DUVAL COUNTY,
DELTA = 73'48'41 "
X \
m
O =
0�
0o
n�
0
r
` CHORD
= N 16'49'39" E 20.41'
C+
mm
RADIUS =
25.00 ARC 21.03
DELTA = 48"11'23"
0
�5, n
00
00 c�
-v o
+
�rrn
z
�O
rn ;'r
o
n
I OD rT10
IN
s
r
I .�
I �
U►
0°
x
C
;1
rn Go � J
_
N -
J
O
0D
CHORD = N 48'58'42" W 33.27'
RADIUS = 25.00' ARC = 36.40'
/
f
DELTA = 83'25'20"
UNLESS IT BEARS THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER, THIS
MAP IS FOR INFORMATIONAL PURPOSES
ONLY AND IS NbT VAUD.
SCALE: 1 " - Sri FLE' 2000-8441 MAWN BY; SWC
THE PROPERTY SHOWN HEREON APPEARS
TO LIE IN FLOOD ZONE "X" (AREA
OUTSIDE
500 YEAR FLOOD PLAIN) AS WELL
AS CAN
BE DETERMINED FROM THE FLOOD
INSURANCE
RATE MAP COMMUNITY PANEL No.
120075
0001 D, REVISED APRIL 17, 1989
FOR THE
CITY OF ATLANTIC BEACH, DUVAL COUNTY,
FLORIDA.
NOTES
THIS IS A BOUNDARY SURVEY.
BEARINGS BASED ON THE WEST LINE OF SURVEYED LANDS BEING
NORTH 0716'02" WEST.
BENCHMARK USED IS NORTH RIM OF SANITARY MANHOLE SHOWN.
ELEVATION = 7.22 N.G.V.D. (1929)
SEE SHEET 2 OF 2 FOR TOPOGRAPHIC DATA.
1
I
I
BENCHMARK:
SANITARY MANHOLE
0 I N. RIM = 7.22
SET 1/2' IRON
PIPE, CAP 033672
O
'rl
'rl
C7
r
n
O
c
rn
W
N
D
O
rn
0
00
J
QA
910
W
FOUNO 1 /2' IRON
PIP£. a LS2772
RECEIVED
IAN - 4 2001
I City of ,Atlantic Beach
I Building and Zoning
P�
f�
D
C
I
POINT OF
REFERENCE
NORTHERLY RIGHT -OF WAY UNE---\
S 89' 18'38" W 329.97' — — —
ATLANTIC BOULEVARD
AS-BU�T
v
THIS SURVEY WAS MADE FOR THE BENEFIT OF ASSAD
HALLEAK; MILLER CONSTRUCTION SERVICES; AND FIRST
NATIONAL BANK OF ALACHUA AND IS IN COMPLIANCE
WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH
IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE
CODE. I .
DONN W. BOATWRIGHY- P.S.M.
FLA. UC. SUR1►'EYOR AND MAPPER No. 3295
FLORIDA UCENSED SURVEYING AND MAPPING BUSINESS No. 3672
BOATWRIGHT LAND SURVEYORS, Inc. 1711 5th STREET SOUTH JACKSONVILLE BEACH, FLORIDA 241-8550 1 DA1E:DEC. 1, 2000 1 s*ET 1 OF -2
e