HomeMy WebLinkAboutSurveyV LEGAL DESCRIPTION
LOT 3 SHEET 2 OF 2
NORTH FORK ESTATES SUBDIVISION 1,30,
PI -AT BOOK 31 PAGES 9, 9A
SAINT LUCIE COUNTY, FLORIDA
LOT 4 FND. q5 P.EBAP.
30.00'(P&M N 890 47' 21" E 1 2
SET q4 RE P. 110.03'(P I). 20' DRAINAGE & UTILITY
THIS CERTIFICATION IS TO AND 8 CAP #Le02 EASEMENTS
ONLY TO THE FOLLOWING PARTIES:
HARBOR FEDERAL SAVINGS BANK, �U
COMMONWEALTH LAND TITLE LCT 3 SyF 7y,
INSURANCE CO., & GEORGE _
PHILLIPE ROWE & RAMONA I n 7D' lox Sl2e�
WISCHMEIER id
1401 MALLARD COURT
N 7
FT. PIERCE, FLORIDA a I 23'3'_ PAD CONC. (L LOT
0
' N
'ONG
v a - 15 n 17.7 UNDER 0
a EXISTING rn 12.5 ROOF01
� i Lu tu I n RESIDENCE 9.5 CITY WATER
m_j r ill - ___��_
IL 6 p N 10
IU
I_
- ' .- IL
CO aTE1 n I^
c) 1 j j o DR WAY.;
AY ; � � N
' 22.7' IA_7' 6.8' o
CONCRETE SIDEWALK 1
0
SI T q REBAR �I Nu — L
& CAP #I-B460 I SEPTIC FITLb
( o ) + 10' UTILITY EASEMENT
j co P.= 5.00' FND. q5 P.EBAR
A_ 9.2785.00' P&M &CAP I-S3152
SET q4 P.EBAR N 880 54' 33" W
& CAP q1-84602 a
of
0
FND. PCP-PK 60' PUBLIC R/W-OPEN 0
NAIL. 8 DISK
140.00' P 139.92' M "
FND. PK NAIL
-�,C/L I.1AF-LAPD CUURI & DISK
SETBACKS, LOCAT`IO.JNS & CITY SEWER & WATER AVAILABILITIES TO BE VERIFIED BY CONTRACTOR
❑ - PLOT PLAN & TOPO SURVEY A BOUNDARY SURVEY [I = FORM BOARD SURVEY X AS -BUILT SURVEY ❑ - ELEV. ARE ASSUMED ❑ - ELEV. ARE N.G.V.D., I DATA
LEGEND: D = DEED C = C LCULATED X = EXISTING GRADE PRO. = PRORATION DISTANCE M = MEASURED DISTANCE P = PLAT DISTANCE
P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. -ELEVATIONS R/R = RAILROAD CONC. = CONCRETE
MON. = MONUMENT C/L = CENTERLINE FND. = FOUND BLVD. = BOULEVARD ST. = STREET AVE. = AVENUE DR. = DRIVE RD. = ROAD
LA LANE LANE CIR. = CIRCLE JJ.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM SQ. = SOUARE FT FEET FEET F.F. = FINISHED FLOOR N - NUMBER
N = NORTH S = SOUTH E = EAST W = WEST ° =DEGREES = MINUTES OR FEET =SECONDS OR INCHES RAN = RIGHT OF WAY
RAD. = RADIAL ASP. = ASPHALT P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENT P.P. = POWER POLE
N&D = NAIL & DISK C.M.P = CORRUGATED METAL PIPE PG = PAGE DB = DEED BOOK PB = PLAT BOOK BLK = BLOCK CH - CHORD
CB - CHORD BEARING
BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N 890 47' 21 " E FOR THE NORI I
R/W LINE OF MAI I APR COIIP T , SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
ACCORDANCE WITH THE DESCRIPTION FURNISHED BY EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD.
I HEREBY CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL
STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF
P IN PAYMON C SII1UCTIUN PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH-6 FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472027,
NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS FLORIDA STATUTES. REPRODUC1ION IN ANY FORM IS PROHIBITED.
(.')FFICF FOR ACCURACY OR OMISSIONS RFBAHS & GAPS ON ALL CORNERS UNLESS OTHERWISE NOTED.
LB4602 M5 REBARS.
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT.
I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON IS A TRUE AND CORRECT SURVEY MADE UNDER MY SUPERVISION AND DIRECTION,
AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND FMT THERE ARE NO APPARENT ABOVE GROUND
ENCROACHMENTS UNLESS SHOWN OR NOTED. THIS SURVEY NOT TO BE USED FOR FE� INSTALLATION, SPRINKLER SYSTEMS, SHRUBS
OR ANY OTHER UTILITIES WITHOUT REVERIFICATION OF PROPERTY CORNERS.
THIS SURVEY NOT VALID UNLESS SEALED GEORGE M. AYLOR, JR.
WITH AN EMBOSSED SURVEYORS SEAL. FIEGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE N4015
SCALE I" 40'
AYLOR, INC.
CHECKED BY
JOBNO. 7258-94
DRAWN BY CGM
LAND SURVEYING
FIELD BK. NO.
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997— MAILING ADDRESS
REFERENCES
FIELD WORK DATE 4-1-94
STUART,FLORIDA 34997 — (OFFICE)
2201 S.E. INDIAN STREET,TELEPHONE
FLOOD ZONE 'I X"
(407)
DATE 4-15-94
_o _0A_e¢-RII11 T SURVEY