Survey A Harbour Point
Survey A LYING WITHIN THE SOUTHEAST ONE—QUARTER OF
SECTION 5. TOWNSHIP 42 SOUTH, RANGE 43 EAST
CITY OF NORTH PALM BEACH, PALM BEACH COUNTY, FLORIDA SURVEYOR NOTES:
SHEET 2 �OF 2 APRIL, 1994 1. THE BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED BEARING OF
UWLATTM SOUTH '39" EAST ALONG THE SOUTH LINE OF SECTION 5, TOWNSHIP
42, SOUTH 43 EAST, PALM BEACH COUNTY, FLORIDA.
2. NO BUILDING OR ANY KIND OF CONSTRUCTION OR TREES OR SHRUBS SHALL
BE PLACED DNA Y EASEMENT WITHOUT PRIOR WRITTEN CONSENT OF ALL
NORTH LINE OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF T HE SOUTHEAST 1/4 OF SECTION 4 EASEMENT BENEFICIARIES AND ALL APPLICABLE COUNTY APPROVALS OR
PERMITS AS REQUIRED FOR SUCH ENCROACHMENTS.
a
__, _ _ . ALL LINES INTERSECTING CIRCULAR CURVES ARE RADIAL LESS
6' � - __ __. ____ _ _ *1 ' " ry_ - _ _ 150
..m __._ OTHERWISE NOTED:
( . .) ON--RADIAL
-
PERMANENT REFERENCE MONUMENT, PL.S #4213 (R.F.) = RADIAL TO FRONT LOT' LINE
l PERMANENT CONTROL POINT, PLS #4213 (R.R.) = RADIAL TO REAR LOT LINE
I
12'Ll rLITY EASE ` ` DELTA ANGLE
i 'IJ7".��..IY � i 1 A � ARC LENGTH 4a THERE MAY DE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
l Bb x'491, . 184 196) `�k a DE. DRAINAGE EASEMENT
L�A<E. ITE ACCESS EASE E T THIS PLAT THAT MAY E FOUND : THE PUBLIC RECORDS O PAL EACH
I l
s N.R. NOT RADIAL
COUNTY.
' — �38'S7" OaRo a OFFICIAL RECORD BOOK
R 60.00' T15 S 440'5329"E P,B. mm PLAT BOOK 5. I THOSE CASES WHERE EASEMENTS DIFFERENT TYPES CROSS OR
1 532 L 50. 5 j PGSa PAGES OTHERWISE COINCIDE, DRAINAGE E SE E T SHALL HAVE FIRST PRIORITY,
" 8'87 8 P.B. CO. PAL.. EACH COUNTY UTILITY EASEMENTS SHALL HAVE SECOND PRIORITY, ACCESS EASEMENTS
a 0 S 10'48" L 157.80' R 40.00' P.L.S. PROFESSIONAL LA SURVEYOR SHALL HAVE THIRD PRIORITY, ALL T EASEMENTS SHALL BE
R . RADIUS SUBORDINATE TO THESE WITH THEIR PRIORITIES BEING DETERMINED Y
\ L ' 33. i R.O.W. RIGHT—OF—WAY USE RIGHTS GRANTED.
0 S 8810' �f 'T ° a U.E. UTILITY EASEMENT
157a I 8
N 8*10048" 157,80' ,
48*3754" LIftATTED
ter ffi 1*23'10" R 20.00 p UTILITY EASEMENT
L = 31.90' 24a00� ® �� 1009'45" E (ORB. 6491, P 184-196)
0' 0, L 16.98' 14.33' —
NORTH LINE OF THE SOUTH 3/4 OF THE SOUTH 1/2 OF THE SOUTHEAST if 4 OF THE SOUTHEAST 1
uia
u
4 OF SECTION 54243
L 50.93 __ _. _ _ _ _ ,_ — ✓..__ w__... _.__116.3 '
HARBOUR 496,77' _
bRIVE326117' t V 050'1
e " � S 88*09'45- E 16.00"
_ ! 1
170. 0
UJI _ '�� ''t�1� S SD 0 45 E � ,
1 . 1 318.26'
AT
14.70' a
0 8 20 40 80 120
S 88019'52" a ' t ! , s ® T. ! i
= 4 *3754" �, ,� � � t
1 ' TIL T Y EASE ENT R = 40000' c
L = 33.95' 5°25'45" TRACT z `
R 40x03
L. 24.7'3' aX8 � � � � � � � � ; S 8801841,;o
SCALE:
1.655 ACRES
1061 '
S 45*00'02'_ F 4'
a�
°,? �` 1
8o862 SO. FT.
ZNJ
N 44"59'58" E
R.00 k
TRACT 3
4.8,69 ACRES
LLJ-..... a
Nr
,
L. 24
61a� '
' f 5 88018'41" E N.R. 121 a 14'
�T
t
°� 11
,, DOCKING EASEMENT ? , Cm*)
S 8 � ` 07*21'x " `°° � 7*49'33" i
F 150 '� $ , � `� R 45.0 '« 0 f R 45.4 '
w CL i p � � �. � = 5.78'
�. L. 2 a1'
t # %0) �- '
CC 99084 SO. FT. 14 cm 10 t ,
s
4
0 Qf)
t S 8 *1 '41" E 115®00' `
45`04'02"8e
' 1s
z 3:
cq ® " .� Q5
102291 SO. FT.
1fi ' EASEMENT
s
z 1.083 ACRES
0
17"51"E
S 88
X 18'41" 90.36'_ _ _. _ 150.12
.80 ___. ._.._ ___ -- 159.74'
Lo 0 S *1 841" E 250.11'
__.._ e� *59'x✓ 6a l�dO '
d '00 'r
DOCKING
SE
Lo c\j
lox n
S 880184 1
3f. 1
tttt
P
1 TI ° Y EASEMENT
12' L T�Y EASE w 1 3' 1" # ( F? a 6491, . 184-196'1 TRACT 3
( k �fl , 184-1,96) 'UTI Y EASEMENT 4.869 ACRES
,.a *06'39" ( 6491, 184-196)
9
k CO.
- - - r
01"5321"
_ 198.98' 12 UTILITY EASEMENT
4010 1 21 a __ _ _ _.__
_ _ _ _
4 x.24 __ 4f8 ' . 1 -196
- _ _ .� -
40300
8.49" f 111, P , __ __. __ _ __ _.__. ___ ___ _ .__-- __ _._._ _._. _.__ __ _... _ . ____ _. ___ _._
0XVI'maillism is
N0 '3 " 150.00"
�-�--- � v. . .__.., S 8806'3 " E _ -�NO!BONN l5oW N MW390"s 152.320
MONE T ROA D
�,,.�.. . �n„_.�_<,,_�.�.._
THIS INSTRUMENT PREPARED BY H
POINT OF BEGINNING
LINE SECTION 5-4243 ...-. ...� 5 4
PERRY C. WHITE P,LS, 4213 STATE OF FLORIDA 9
LAWSON, NOBLE AND ASSOCIATES, INC.
ENGINEERS PLANNERS SURVEYORS
POINT OF C NCE
WEST PALM BEACH, FLORIDA SOUTHEAST C SECTION ,
HARBOUR POINT
T ., m