HomeMy WebLinkAboutBOUNDARY SUREYROBINSON;RESIDENCE
ST. ANDREW MODEL
FD #5 REBAR
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FD #5 REBAR
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DRAINAGE &
UTILITY
EASEMENT----- 51I
.3'
LEGAL DESCR I.PT I ON SHEET 1 OF 1
LOT 13 BLOCK -3
AERO ACRES _
:PLAT BOOK 27,. PAGES T4, 104 14D"
5A I-NT. LUC I E COUNTY, FLORIDA,
TAXIWAY TRACT:2
�9.1 "!
S 000 56! 36" W 328.45" ("P&M}
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& CAP
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ISTING-WELL- I 4
PROPOSED 3 BEDROOM
RES I DENCE.
10.4' 1863ISQ. FT.
N
� 3 Iry
•'1500 SQ. FT. GREEN
3' m AREA AVAILABLE•l
rn
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W.
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& CAP #LB4942
1�.1'X8.8 S.00O 07' 27" E 318.01' (P&M
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LOT 14
BLOCK 3
a
6 POSED
�0.I: A
143.00'
*/ PROPOSED 16' DRIVEWAO-PO—SSEED 16' DRIVEWA
FD #5 REBAR
&, CAP #LB463
10.1
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LOT 1
BLOCK 3
VACANT
FD #5 REBAR
& CAP #LB494
00'
2W "
1
.2'
a
j VACANT \ w
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o CO =1500 SQ. FT. GREEN AREA AVAILABLE & 3
924 SQ. FT. UNOBSTRUCTED AREA AVAILABLE
BENCHMARK=PAINTED RED "X" L�1=PROPOSED 12109' INSTALLATION AREA C)•
ELEV=10.00' ASSUMED AVAILABLE FOR SEPTIC FIELD m
a-F-
XLEGEND:
SETBACKS, LOCATIONS & CITY SEWER & WATER AVAILABILITIE�SfTO BE VERIFIED BY CONTRACTOR
PLOT PLAN & TOPO SURVEY BOUNDARY SURVEY ❑ =FORM BOARD SURVEY ❑ = AS -BUILT SURVEY yQ =ELEV. ARE ASSUMED ❑ =ELEV. ARE N.G.V.D., 1929 DATA
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 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 CB = CHORD BEARING
BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 890 52' 33" W FOR THE NORTH PROPERTY
LINE OF j LOT 13 BLOCK 3 SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAY.'OF RECORD.
NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS.
1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR MD MAPPER. ADDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED VVITHOUT 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, F _ORIDA CERTIFICATE #4015
REVERIFICATION OF PROPERTY CORNERS. SIGNATURE DATE: 7-1.3-00
SCALE 1" = 60'
JOB NO. 12569 i00 �YL®R CHECKED BY GMA
DRAWN BY GMA
FIELD BK. NO. LAND SURVEYING
6-23-00
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - - MAILING ADDRESS REFERENCES
FIELD WORK DATE 336B S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE
DATE_ 7-13-0o f TELEPHONE (561) 287-0664