HomeMy WebLinkAboutD O H APPROVED BOUNDARY SURVEYLEGAL DESCRIPTION
LOT •1 BLOCK 109. SHEET 1 OF 2
SHINN RESIDENCE - LAKEWOOD PARK UNIT 9
PLAT BOOK 11- PAGE 2.7A-27D -
CBS BERMUDA MODEL SAINT-LUCIE`COUNTY. FLORIDA.,
LOT' 26 , . LOT 25 ;
BLOCK -109
BLOCK.-109 s
9.9' VACANT. 10.6': VACANT.
SCTr #4,'REBAR FD. #5
10.03v..: 7 8'. X 8.5' ' :& CAP-#LB4602, S 89° 56' 20" , E REB R
109.4'•(P&M) .7. 8.8''
10•'.'PUBLIC UTILITY & DRAINAGE EASEMENT. 6
P,PROPOSED " EXIST G ;
WELL VACANT LOT SURVEY: - WELL
LOT 1'
c. BLOCK 109
' a) Z
>-•.a _ PROPOSED ca.
a 4 25.5' ^ l PORCH a,
-, o+ o
a • , . 115.6'
In. 9•'6,� .PR POSED 3 BEDROOM r • 11 .3' LOT.
i RE DENCE 1753 SQ. FT.
- e BLO 109
11 2' . ^ I OCC PIED '
21
G 6y `o I 6�, I.L,T o
-. 30.4�. 20� ^I _ IC/(AN in
z o — 1450 SQ FT. AREA
F, Y . o oIC FIELD
AVAILABLE Z—�€r�
® � J Z Q / X 1 1 .2'
�
v �. ' t7 qNy
® MI X st aY .
FD. 3/4" I I REBAR ol0t
:09�[ • 10.8 PIPE 109.4 (P&M)
® tIsr CIL
`no .. S 890 56' 20" E .7' •9'
�. a
af
vi
asphalt pavement
- �- �y •;.,j "' 55' PUBLIC R/W-OPEN g, '
J) >h1:CJa r11 Q;Y; 9.95.
;SET NAIL C L ST. LUCIE AVENUE (AKA PENNY LANE) S NAIL ;
DIjul
ISK / & ISK ..
BENCHMARK=PAINTED RED. X
NOTE:LOCATION,OF-PROPOSED &,EXISTING�WELLS ELEV.=10.00' ASSUMED ;
IS NOT TO BE WITHIN'75,' OF'ANY SURROUNDING `
SEPTIC FIELDS..THIS;SHOULD-BE VERIFIED BY.
BOTH WELL B--SEPTIC:-TAIVK'COMPANIES. 4 N =1450 SQ.'-FT. GREEN AREA AVAILABLE &-924 SQ. FT.
UNOBSTRUCTED AREA AVAILABLE
' =PROPOSED 12':X 39' INSTALLATION AREA 'AVAILABLE -
FOR SEPTIC FIELD
SETBACKS,;1OCATIONS'&'.CITY: SEWER & WATER AVAILABILITIES TO BE•VERIFIED BY CONTRACTOR
}gym PLOT PLAN & TOP O SURV_ EY BOUNDARY SURVEY. ❑ = FORM BOARD SURVEY ❑ - AS -BUILT SURVEY = ELEV. ARE ASSUMED- ❑ = EEEV.:ARE;N.G:V.D., 1929 DATA
LEGEND: D = DEED 'C = CALCULATED X'= EXISTING GRADE PRO. ,= PRORATION DISTANCE MEASURED DISTANCE .P = PLAT DISTANUE
P.C.P.'= PERMANENT CONTROL POINT _-P.R.'Y. =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
RNV = RIGHT OF WAY - PZ:' = POINT OF CURVE P.R.C, --'POINT OF REVERSE CURVE . P.T. = POINT OF TANGENT, C.M.P. CORRUGATED METAL'PIPE
�;
C = CHORD CB.=iCHORD HEARING :
BEARINGS HEREON'AR'E REFERRED TO AN ASSUMED VALUE OF S 890 56' 20" E .FOR"THE : 4 I NORTH PROPERTY
)H(9G' LINE.OF LOT 1 BLOCK l O9 ;SAID BEARING 1S IDENTICAL WITH THE PLAT OF RECORD: -
NOTES: LANDS SHOWN HEREON WERE NOT -ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-Wf4Y OF RECORD.
NO SEARCII OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR^OMISS.IONS,
NOT VALID WITHOUT THE SIGNATURE AND TH-E ORIGINAL RAISED SEAL,OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DITIONS
,OR ,DELETIONS TO SURVEYMAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOU ITfEN
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
REVERIFICATION OF PROPERTY CORNERS. SIGNATURE DATE: -10-7-97
SCALE 1•' 30''
9789-97 ! /���0�� 'NCB CHECKED BY GMA.
JOB No. P.DRAWN BY CGM.
FIELDBK. No. LAND SURVEYING,
4933 S.E.: PINE"KNOLL WAY, STUART FLORIDA 34997'- - MAILING ADDRESS REFERENCES
•FIELD WORK DATE 10-1-97 335.8 S,E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE
DATE 10-7-97 TELEPHONE (561) 287-0664