HomeMy WebLinkAboutFORM BOARD SURVEY_Z_06 60 / 6 S
LEGAL DESCRIPTION
LOT 18 AND THE EAST ONE-HALF (E1/2) OF LOT 19, BLOCK 26 SHEET 1 OF 1
HOLLAND RESIDENCE SUNLAND GARDENS ACCORDING TO THE PLAT THEREOF, RECORDED
CBS MONTEGO MODEL IN PLAT BOOK 8, PAGE 32 OF THE PUBLIC RECORDS OF ST.
I LUCIE COUNTY, FLORIDA.
LOTS 4 & 5 ARE 1 LOT
LOT 3 LOT 4 LOT 5 LOT 6
BLOCK 261 BLOCK 26 BLOCK 26 BLOCK 26
OCCUPIED ' OCCUPIED OCCUPIED
F.F.=10:75' I F.F.=11.85'
�1 Z�9.71V
/ FD. #5 REBAR 121. ALLEY FD. #4 REBAR
& CAP #64279S 890 501.1011 E 90.00'(P&M) 0 CAP
• 30.00'(P) 60.00'(P) 9.0' -8'.91.
CITY WATER E 1/2 LOT 19 LOT 18
THIS CERT I F I CA1j ION IS TO AND ONLY BLOCK 26 BLOCK 26 S.cANNED
TO THE FOLLOWING PARTIES:RIVERS,IDE - By
NATIONAL BANK OF FLORIDA, FIRST. .Sit LuC1e L+O�nfi'
AMERICAN TITLE INSURANCE COMPANY,; `7
& PETER K. HOLLAND
EXISTING
_ SEPTIC
LOT 17 F I EL
IL BLOCK 26
W 1/2 LOT 19 _ _ OCCUPIED
BLOCK 26 O I� , �- F.F. 11.B8'
OCCUPIED 5'3
F.F.=1.1..03' 1.8' o
28 3' 2.7 2.7'
d
Kl
P IN PLACE FORM
I. BOARDS TOP OF O7 18.6 :r 1=1500 SQ. FT. GREEN AREA
a o FORMS=12.50' 2,71 AVAILABLE & 924 SQ. FT.
e p.2, 9.3' a UNOBSTRUCTED AREA
_ _ AVAILABLE
12.3' }--t_, =PROPOSED 12' X 39'
8.6' 18.7' a r N _ �""� INSTALLATION AREA
r; AVAILABLE FOR SEPTIC
o - M FIELD
N N 00
FISTING 20'
SEPTIC'
P`F I ELD
w
FD, #4 REBAR FD.`#4 :REBAR
z a� & CAP.#L •91 30.00'(p) 60.00'( ),' NO CAP
IL W 9.59.1 !-589050!10"E 90.0 '(P&M) 9..6' 9.7' d /7 r
\F— lod o�Ldl IUJ L`_� 0 V _C_ III
3 2 Q. I(11
�M 8.1B.2.! ll -
�_ I� asphalt pavement JUL m
m 235.00'(P&M) 1-00�v' 50' PUBLIC VW -OPEN "' 10.00 2 0 2000
dz FD. PK NAIL V,
INIO.001-
_ w & DISK j _ •___..,....
ON, C/L AVENUE I'M" BENCHMARK=PAINTED RED "X' St. Lucie County Public1Wc rks
—
ELEV.=10.00' ASSUMED
SET ACKS,l LOCATIO S & CITY SEWER. & WATER AVAILABILITI S BE VERIFIED BY CONTRACTOR
LOT PLAN &.TO i O SURVEY )-- BOUNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS•BUILT SURVEY = ELE1(, ARE ASSUMED 0 = ELEV. ARE N.G.V.D., 1929 DATA
LEGEND: D = DEED C = CALCULATED 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 CONC: = CONCRETE
i
MON. = MONUMENT C/L = CENTERLINE FD. = FOUND N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM F.F. = FINISHED FLOOR
RAN = RIGHT OF WAY P.C. = POINT OF CURVE P.R.C. _ POINT OF REVERSE CURVE P.T. = POINT OF TANGENT C.M.P. = CORRUGATED METAL PIPE
C = CHORD CB = CHORD BEARING,
BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 890,501 101' E FOR THE NORTH PROPERTY
XRWX LINE OF LOT 18, BL' OCK . 26 SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
• i
NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD.
NO SEARCH OF IHE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR ANIT wA, - E ADDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITcD�Vb'I OI,�T WRITTEN
CONSENT OF THE SIGNING PARTY OR PARTIES.
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF = 1
RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT.
THIS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR, JR.
SP INKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015
RE 'ERIFICATION iOF PROPERTY CORNERS. SIGNATURE DATE: 4-13-00
SCALE 1 " = 30,'
i ���®� CHECKED BY GMA
JOB NO. 12315-00
LAND SURVEYING DRAWN BY GMA
FIELD BK. NO. REFERENCES
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - -MAILING ADDRESS
FIELD WORK DATE I -13-00 336B S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE "X"
DATE a��-00 1 , TELEPHONE (561) 287-0664