HomeMy WebLinkAboutD O H APPROVAL - BOUNDARY SURVEYin
11
SHEET 1 OF 1
SUNDERLAND RESIDENCE
BIMINI MODEL
9.6' X
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9.5' 9.6
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0' _9.0' _
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189.67'(D 190.12'(M)
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St. Lucie County I-i6aJth Dept
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189.67'(D) 189.49'(M)
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FD. 4X 667.80'(P)
SET #
N 000 00' 00" E
SET #4 REBAR < 'FL`: #5 REBAR
CONC. MON. 667.151(M)
REBAR
&CAP #i_R4607.:r:CAP #LS3157
8 CAP
#LB4602
C/L CHRISTENSEN ROAD
=
411
S TBACKS', LOCATIONS &CITY SEWER & WATER.,AVAILABILITIES
PLOT PLAN & TOPO SURVEY = BOUNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS -BUILT SURVEY
OBE VERIFIED BY CONTRACTOR
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 F = PLAT DISTANCE
P.C.P. = PERMANENT CONTROL POINT P.R_.M.
=.PERMANENT
REFERENCE MONUMENT- EL EV: - ELEVATIONS
`CONC. = CONCRETE
MON. = MONUMENT C/L = CENTERLINE FD. = FOUND N.G.V.D.
= NATIONAL GEODETIC VERTICACDATUM FT. = 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 HERtbN ARE REFERRED TO AN ASSUMED VALUE OF N 000. 00' 00" E FOR THE EAST
R/W LINE OF CHR I STENSEN ROAD SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-VVA,Y OF RECORD.
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 SURVEYOR AND I
OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PRO!_?Ir-JITED
CONSENT OF THE SIGNING PARTY OR PARTIES.
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF
RECORD AS RECORDED, WHETHER SHOWN ON SURVEYOR NOT.
I
R. ADDITIONS
BUT WRITTEN
THIS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR, JR.
SPRINKLER SYSTI EMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE 94015
REVERIFICATION OF PROPERTY CORNERS. SIGNATURE DATE: 4-13-00
SCALE 1" = 100'
JOB NO. 12255-001 "LO R
FIELD BK. NO. LAND SURVEYING
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - - MAILING ADDRESS
FIELD WORK DATE ' 4-13-00 336B S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE
DATE_ 4-13-00 TELEPHONE (561) 287-0664
CHECKED BY GMA
DRAWN BY GMA
REFERENCES
FLOOD ZONE "X"