HomeMy WebLinkAboutBOUNDARY SURVEY - CHANGED FFE - 3-17-98t ;. _ . ' "... • -SHEET' ' pF' 1
r #.4'REBAR
8:2'' CAP, #LB4942 S 89°:. 59'. 041' 1 E: 9.3' 9.2'
-�' 165.6V
i4 20:''` INGRESS/,EG♦IESS ;EASEMENT 45 R AR
& CAP #L 94
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'LEGAL DESCRIPTION ;';•
��BENCHMARK=NAIL•IN
TTHE EASTERLY -165 FEET OF:THE FOLLOWING'. 18" OAK. ELEV.,
" DESCRIBED LAND",.- MEASURED AT RIGHT, ANGLES=1,0.00' ASSUMED . �
�TO EASTERLY LINE OF: SAID. LAND.
THE SOUTH. 1/2;OF `LOT- 118- AND THE SOUTH ` A
11 /2. OF LO1' -119, LYING WEST • OF . CANAL OF' u' I
SHEENS,?S(JRVEY' OF WHITE .CITY, FLORIDA' rn
;I
PER. PLAT THEREOF, RECORDED IN PLAN` °
-eOOK 1; PAGE;23;=OF.THE PUBLIC RECORDS : A m
a OP-ST: LUCIE COUNTY'; FLORIDA. SOUTH
4 !TOGETHER WITH A:,20 -FEET WIDE NON ... 8 r�( 1'Y
2
:'.EXCLUSIVE•EASEMENT FOR INGRESS AND ' '2 LOT 1.19
EGRESS -'ALONG THE NORTH 20 FEET OF THE m
N SOUTH 1/2 OF LOT 118, EXTENDING FROM
m THE EAST LINE OF DUNN ROAD TO THE WEST �,
a LINE OF THE ABOVE DESCRIBED PARCEL OF 8.3 0 8.8�
3 LAND. X=8.i'
X=8.1S! ' Iqco
' ,5fi,±
N am- _ •. �I: 0D
,
Z SOUTH 1/2 te*r_
6_I PROPOSED 3 A z
z z LOT 118 X@8.1' BEDROOM; 'n
0 o RESIDENCE
0 F
X=EXISTING GRADES i
=PROPOSED DIRECTION
OF FLOW .
8.1' SC9NA'.
3- (7 cL �•t1 I Sect Q (Ca Y� s��U� �yN�a I RSET EBAR4
FD. #5 REBAR @C 6 CAP #
;• &.CAP #LB4942 ®� LB4602
OFFSET 30' 11' OFFSET
.' 30'
8 2' * 2'
483.74' ' 165.65
(1 (�
N 89° -59'` 04" W ,
CITY SEWER A. WATER t
________•'MAR
S TBACKSk LOCH IO S; .CITY S vh��kui►TB ' ITI S BE. VERIFIED BY -.CONTRACTOR
PLOT PLAN 8 TOPO SURVEY BOUNDARY SURVEY • ST. L RVEY = AS -BUILT SURVEY = ELEV. APE,ASSUMED- ❑ _ �LEV ARE N G V:D., 1929 DATA
!!!!!!LE"''''G�ND; . D = DEED ; C r CALCULATED.: X•- XISTING GRADE. PRO. =. P.RORATION'DISTANCE : Mx EASPRED_dISTAN�CE P = PLAT DISTANCE
P.C.P. = PERMANENT CONTROL POINT-.'•RR.M.:=.PERMANENT. REFERENCE MONUMENT ELEV: = ELEVATION$-•i CONGr= CONCRETE
MOH: =MONUMENT CA =•CENTERLINE �, PD.-=;FOUND" N.G.V.D.;= NATIONAL GEODETIGVERTICAL, DATtJMrt,�IF;F.:= FIN1SHEd' FLOOR
RAN = RIGHT•OF• yVAY P.C. POINT, Of CLl4VE-.: P.R.C.•POINT OF REVERSE -CURVE ' P.T. = POINT OF TANGENT. CtM=P = CORRUGATED METAL PIPE .
C = CHORD .; CB'CHORD BEARING.
BEARINGS HERE0� ARE REFERRED TO -AN 'ASSUMED VALUE.OF S 89° 59' 1041' W FOR THE SOUTH "PROPERTY
XXDNP LINE OF.' S .1 /9 I OT 1 18 R: 1 19 ; S,AID`BEARING IS ID
ENTICAL•WITH THE PLAT OF BECOR.D...
NOTES: LANDS SHOWN HEREON WERE NOTABSTRACTED FOR EASEMENTS AND/OR RIGHTOF=WAY OF RECORD.
NO SEARCH OF THEIPUBLIC RECORDS HAS BEEN _MADE BY.THIS OFFICE FOR ACCURACY OR OMISSICINS
NOTVAL'ID WITHOUT, THE SIGNATURE AND, THE ORIGINAL` RAISED SEALOF_A FL'ORIDA LICENSED-SURVEYOR.AND MAPPER.. A D IONS
OR DELETIONS TO.SORVEY MAPS OR'REPORTS'BY OTHER THAN THE SIGNING PARTY.OR PARTIESIS PROHIBITED WITHOUT RI EN
CONSENT OF. THE SIGNING PARTY OR PARTIES.
THIS SURVEY SUBJECT TO EASEMENTS-& ALL OTHER.MATTERS OF- - '-
RECORD AS R1=CORDED;.-WHETHER•SHOWN;ON SURVEY OR•NOT.'
.lip ... • ., .i . .,
THIS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR, JR:
SPRINKLER.SYSTEMS, SHRUBSiOR ANY'OTHFR'UTILITIES.WITHOUT REGISTERED LAND SURVEYOR, FLORIDA,CERT,IFICATE #4015
REVERIFICATION�OF PROPERTYOORNeRS:` SIGNATURE DATE:(^30-9} .
Sf:ALE ' = 50I' • ..... <. ....:.:....: ....., . ` -.. .. - - � CHECKED Y
• ,AYLO1�,".INC. CH EDB GMA
JOB NO. 9752-97
• DRAWN BY CGM
FIELD BK. NO. 'LAND SURVEYING
I 4933 S.E. PINE KNOLL WAY, STUART, FL'ORIDA 34997 - - MAILING. ADDRESS REFERENCES
FIELD WORK DATE P-15-97 ' 336E S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - -OFFICE '
FLOOD ZONE
DATE-''. 9-30-97 TELEPHONE• (561). 2$7-0664