HomeMy WebLinkAboutBOUNDARY SURVEYLEGAL DESCRIPTION a
LOT 18 AND THE EAST ONE-HALF (E1/2) OF:LOT,19' 5LOCK-26 SHEET 1 OF 1
AND RESIDENCE SUNLAND GARDENS'ACGORDING".TO THE PLAT•THEREOF.,-RECORDED
HOLL
CBS AND REO MODEL IN PLAT BOOK 8, PAGE 32 OF THE PUBL IC RECORDS OF ST.
LUC`I E COUNTY, FLOR I DA.
LOTS • 4.4 5 'ARE '1 : LOT :
LOT 4 '
,SLOT 5 LOT 6
BOCK 26 BLOCK. 26• BLOCK 26 BLOCK '6
OCCUPIED OCCUPIED OCCUPIED
F F =10.75' I F.F.=11.85
i I . .'r
9.
FD. #5,REBAR1 121 ALLEY FD'. #4"REBAR r
J. &' CAP, 279 .S 89° 50! '10�' E 90:00' PP&Mi 0 CAP I
', • 30.00' (P?•„t 60,:001:(P)
CITY WATER . �: tE, 1 /2 LOT 19 LOT 18.
BLOCK 26 BLOCK 26
VACANT OT •SURVEY ;.�GoA'
11.5 C/ EXISTING
e C0 -SEPTIC,
. t .•t , 17 F I EL
,a.
—
� OCK ,26
W 1/2 LOT ,19 i - 391- OCCUPIED
BLOCK 26 o N PROPOSED3�LA8 - F.F.=11.88!
OCCUPIED' �5 `LT 1 o
F...F,.'-1"1:03'�. , (� ,�8 3' ^/2.7 13 �[� 2.7'
PRO OSED 3, BEDROOM
RESIDENCE 1406 c 18.6' 1500 SQ. FT. GREEN.AREA
I' 3 'AVAILABLE.& 924 SQ. FT.
. I_ SQ. FT. '
o �(10.9' 2.7' 9.3' UNOBSTRUCTED AREA,.
0.2' I' AVA I LAIlLE
12.3' c PROPOSED 12'. X 39'
I
8.6' 18.7' INSTALLATION AREA
'^ rn AVAILABLE FOR SEPTIC
o I . '" 7 F'I ELD
. o
_ P O
:. ��X 15T I NG cn 7TN
K o
SEPTIC. 20'
'- -
I.ELD.
- - ..
#4:REBAR o r' FD. #4 REBAR-
z W- & -CAP :#L� ; ' 3` 0 : 00' (P) 60.001( ) '� 3 _. _ NO CAP
�v~i , �9:5' 9 1-�89°50' 90"E 90.00' (P&M) - 9.6' 9.7'
o o-
\F " a-
8.2'
o • aspha l f pavement o
m 25.00'(P&M) 50' PUBLIC VW -OPEN
az',FD. PK"'NAIL 0.00'
& DISKI
oU I a C/L AVENUE "M" .
BENCHMARK=PAINTED RED "X"
ELEV.=10.00' ASSUMED .
SET hACICS, LOCATIO & CITY SEWER & WATER AVAILABILITI S,,T-0 BE VERIFIED BY CONTRACTOR
PLOT PLAN & TOPO SURVEY BOUND'AR'Y SURVEY -.❑ ="FORM BOARD SURVEY ❑ = AS -BUILT SURVEY = ELEV. ARE ASSUMED ❑ = 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
' MON.,= MONUMENT C/L = CENTERLINE. FD. FOUND N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM F.F. = FINISHED FLOOR
R/W = 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 CBI= CHORD BEARING
BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 890 50' 10" E FOR THE NORTH PROPERTY
X17➢CLINE OF. OT '18, BLOCK, 26 SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
NOTES: LANDS iSHOWN HEREON WERE NOT�ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAY OF RECO90.
NO SEARCH OF THE 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 SURVEYOtR AND MA ` ER ADDITIONS.
OR DELETIONSITC, SURVEY MAPS'OR REPORTS BY OTHER THAN THE SIGNING -PARTY OR PARTIES IS PR�OHIBITrED WI O T WRITTEN
CONSENT OF THE SIGNING PARTY OR PARTIES. -
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF "
RECORD AS RECORDED, WHETHER SHOWN ON -SURVEY OR NOT.
THIS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR; JR. _
SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015
REVERIFICATIOiN OF PROPERTY CORNERS. SIGNATURE DATE: 4-13-00
SCALE 1" = 30'
• • ����� CHECKED BY GMA "
JOB NO. 12315I 00 ,
DRAWN BY GMA
FIELD BK. NO.. LAND SURVEYING" '
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - - MAILING ADDRESS REFERENCES. -
FIELD WORK DATE 4-13-00 336B S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - --OFFICE FLOOD ZONE "X"
DATE_ 4-13-00 -TELEPHONE (561) 287-0664 - _