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JOB NO.
98186
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SECTION 5-36--40
1
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NORTH 1/2 LOT 90
WHITE CITY SUBDIVISION
P.O. 1, PG. 23
(VACANT & WOODED)
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LOT 88
SURVEYOR NOTES:
ALLEN E. BECK, INC. SETS A STANDARD MARKER OF A 1/2' IRON ROD AND A CAP
MARKED LB 6790 AT ALL CORNERS. UNLESS: OTHERWISE NOTED HEREON.
SAID CORNER IS SHOWN AS - 0 AND FIELD. SURVEYED ON
5-26-98
BASIS OF BEARINGS/ANOLES BEING THE FAST R/W
LINE OF SELVITZ ROAD ASSUMED AS SHOWN
ABREAATIONS•
FD. - FOUND -///- OVERHEAD UTILITY
R) - RADIAL W.M. 0 - WATER METER
C - CALCULATED 0 - POWER POLE
M - MEASURED U.P. N - UTILITY PEDESTAL
D - DEED OR DESCRIPTION • - WELL
UN-R) - UNREADABLE C4 - SATELLITE DISH
LR.C. - IRON ROD t CAP Q. - CENTERUNE
I.P.C. - IRON PIPE 4 CAP C - DELTA
P.C. - POINT OF CURVATURE L - LENGTH
P.T. - POINT OF TANGENCY R - RADIUS
P.R.C. - POINT OF REVERSE CURVATURE NYD/T - NAIL AND DISCITAB
P.C.C. - POINT OF COMPOUND CURVATURE R/W - RIGHT-OF-WAY
P.C.P. - PERMAMENT CONTROL POINT ® - ELECTRIC TRANSFORMER
D./U.E. - DRAINAGE t/OR UTILITY EASEMENT
E/P - EDGE OF PAVEMENT - PINE TREE
- PALM TREE
}„R - OAK TREE
ALLEN E. BECK, INC. DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY
EASEMENT, RIGHT-OF-WAY, SETBACKS, RESERVATION, RESTRICTION DR
SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PUT, OR PHYSICALLY
VISIBLE ON SITE, THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF ABSTRACT
TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY.
THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER.
JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES. IF ANY HAVE
NOT BEEN LOCATED, OTHER THAN SHOWN.
THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO
HEREON, AND NO OTHERS.
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA)
FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE ' K '
COMMUNITY PANEL 0 120287 0260 F DATED 8-19-91
BASE ELEVATION N/A
LOT 91
(VACANT) 11 )_s
)
FD. 1/2' I.R.0
RLS 391
BARB WIRE FENCF. 5 02"5/'40' E 0.33'
10' 12' \O 16" 18• 16' 16' 20" 1 * SET
09'24'45" R — 1870.08 a ///
L — 307.22 SET • " — — --- 293,89 FD. 10'2
/// - /// --¢--- /// • 5 00'10'25' E 0.54•
I FD. W' C.M. S 89'02 48 W
S 73'08'02' W 0.5T WATER VALVE h) 8 M / WATER VALVE- s
SEWER VALV� -8 1 4 a
_ -- — 4.
^'� MIDWAY ROAD
(S.R. %�2) �'�' I �!' `^"^ — ---- —^�^ SET.NtO._ _.
--- _ o
,,,,7 SET N.10. (R/W VARIES) (22' PAVED)
N 89'54'19" E 658.19' -
R/W PER O.R.B. 44
AT PAGE 445
BASE BENCHMARK - CITY OF PSL BM/ 611
ELEVATION - 15.358 (N.A.V.D. '88)
DATUM OF ELEVATIONS SHOWN IS - N.A,V.D. '88 AND 15 SHOWN /
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL
SETBACKS PROPOSED AND EXISTING UTILITIES, AND ALL PROPOSED
IMPROVEMENTS SHOWN HEREON PRIOR TO CONSTRUCTION.
LEGAL DESCRIPTION
THE SOUTH 1/2 OF LOT 90 WHITE CITY SUBDIVISION, AS PER
PLAT THEREOF ON FILE IN PLAT BOOK 1, PAGE 23 OF THE
PUBLIC RECORDS OF ST. LUCIE COUTNY, FLORIDA.
LESS AND EXCEPT THE WEST 50.00 FEET AS DESCRIBED IN
OFFICIAL RECORD BOOK 108, PAGE 255 AND LESS AND EXCEPT
THE LANDS DESCRIBED IN OFFICIAL RECORD BOOK 44, PAGE 445.
BOUNDARY SURVEY
CERTIFIED TO: REVISIONS --
ECONOMY ENTERPRISES —
SCANNED
BY
St. Lucie Count
SURVEYOR'S CERTIFICATE ESSIALLEN E BECK w.
' I HEREBY CERTIFY TO THE BEST OF MY BELIEF THAT E. �
THIS SURVEY IS TRUE AND ACCURATE, AND THIS PROFONAL LAND SURVEYORS
SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS 608 SW. BAYSHORE BLVD.
FOR SURVEYING AS PER CHAPTER 61G17-6 OF THE PORT ST. LUCIE, FLORIDA 34983
F.A.C, SUBJECT TO ALL NOTES AND NOTATIONS (561) 340-1432 LB 6790
SHOWN HEREON. 1" 30 98-4189
lLC4„ c. $.,{ G•/s-98 SCALE_a JOB NO
ALLEN E. BECK P.S.M. #3690 DATE F.B. SL-84 PAS 72-76
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