HomeMy WebLinkAboutSURVEYBOUNDARY SURVEY
LEGAL DESCRIPTION
Lot 14,, of Briarcliff At P.G.A. Village, per the plat thereof, as recorded in Plat
Book 43, Page 28 and 28A of the Public Records of St. Lucie County, Florida.
ABBREVIATION LEGEND
• SYMBOLS SHOWN HEREON ARE NOT TO SCALE
P.C. - POINT OF CURVATURE Pg. - PAGE TYP. - TYPICAL (A) - ACTUAL SQ. FT. - SQUARE FEET
N.R. - NON -RADIAL U.E. - UTILITY EASEMENT CONC. -,CONCRETE W.M. - WATER METER
P.R.C. -POINT OF REVERSE CURVATURE .. F.H. - FIRE HYDRANT
P.C.C. - POINT OF COMPOUND CURVATURE PAD. -RADIAL D.E. - DRAINAGE EASEMENT C.L.F.F-CHAIN LINK FENCE N & D - NAIL AND DISC
P.T. - POINT OF TANGENCY R. - RADIUS D/U - DRAINAGE AND UTUTY. EASEMENT W.F. - WOOD FENCE B.M. - BENCH MARK
P.I. - POINT OF INTERSECTION L - ARC LENGTH F.F. - FINISHED FLOOR C & G - CURB & GUTTER PVMT. - PAVEMENT
P.C.P. - PERMANENT CONTROL POINT A - DELTA BSL - BUILDING SETBACK LINE CAN - CABLE TELEVISION RISER F.B. - FIELD BOOK
R.P. - RADIUS POINT C.B.S. - CONCRETE BLOCK STRUCTURE T - TELEPHONE RISER M.H.: - MANHOLE
P.O.L. -POINT ON LINE
P.R.M. - PERMANENT REFERENCE MONUMENT R/W - RIGHT-OF-WAY (P) - PLAT TRANS -TRANSFORMER PAD FND - FOUND
C.B. - CHORD BEARING CL; C/L - CENTER LINE (M) - MEASURED L.P. - UGHT POLE REC - RECOVERED
C.M. - CONCRETE MONUMENT EL. - ELEVATION (C) - CALCULATED LC.V. - IRRIGATON CONTROL VALVE S/W - SIDEWALK
P.B. - PLAT BOOK A/C -AIR CONDITIONER (E) - ENGINEERING PLAN NO - NATURAL GROUND CO - CLEAN OUT
E.J.e - ELECTRIC JUNCTION BOX W.V. - WATER VALVE
CENTERLINE
P.C.P./P.I.
W/PK N &D
LB# 7143
'JaM1ry}' \
CENTERLINE
SET P.C.P./P.C.
R=50.00 W/ PK N & 0
CENTERLINE R-45.00' LBO 7143
L=12.54' SET L-25.80' R=45.00' Qj
s C=1472'09" P.T./P.C.P L-22.44'
aa32C)) a R=62.50
I V (P) SET LR.&CAP -(G) �o � � \ a-ze•aa'2o• ,
CENTERLINE WA#4 O ry o� 7 (C) L=9.31 "
Liw - SET P.C./P.C.P ,p C2 z i SET I.R.&CAP 6=8'31 53
,�• C3 r
gl �� w/LB#71_ / C=9.30
E�0 LQl Lot ET x• cur W.M. CB=N52'40'37"E
,`p h'J 6,y'Lj MAILBOX IN D VEWA` T 05 C.V. / AN(P)(M)
-18
LPG g65 Lol / �` `SE;DRIVEWAY R=25.00'
CENTERLINE 05 �J e'er ��
SET P.C.P./P.C. N�' C 0 6 BRICKPAVER L=26.40' "
W/ PK N & D J•(Y� #Ott DRIVEWAY Qr=6O.2.9 39
(TYPICAL) �P.`,'t0 CLB# 7143 O C=25.19'
ti CB=S7839'30"W
2i6 3.0'X1.4' (130)
SET I..&CAP 6 COLUMN(S)
W/LB#7143 6,p
N� R=65.00'
A 110 16? : L=9.09'
\_to' U.E. O. LOT 13 Ar=8000'43"
BRIARCLIFF C=9.08'
PLAT BOOK 43 CB=S75806'02"E
1.2 COVERED PG. 28 & 28A (P)(N)
ENTRY
p to
yCT
9 LOT 14
3T ° RESIDENCE# 9413
�+ 1 STORY C.B.S. P` J
PROPOSED F.F: = 29.50'
�i
'o F.F. = 29J0' sy`�
e, T KtA
T
LOT 15
BRIARCLIFF , �. _ CK ?,EQ.
PLAT BOOK 43 'aL 76.0'L �✓ MIN, SET
PG. 28 & 28A LT COVERED .9• T
$
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Lu c a cR h l V SIDES
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RESIDENCE ADDRESS: #9413 BRIARCLIFF
Port St. Lucie, Florida 34986
-INTERNAL BUILDING SETBACKS:
FRONT- 20' (SIDE LOAD GARAGE)
FRONT- 25' (FRONT LOAD GARAGE)
REAR- 15'
REAR- 3' (WITH PATIO/POOL DECK/ SCREEN)
SIDE- 6'
LOT GRADING TYPE: "A•
PROPOSED F.F. - 29.50'
F.F. - 29.70'
HIGH POINT OF ROAD - 27.3e
MODEL: 'ARLINGTON•
SURVEY NOTES:
1. 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER".
2. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF
LOT i14 BRIARCLIFF AT P.G.A VILLAGE AS RECORDED IN PLAT BOOK
43, PAGE 26 & 28A OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA AS BEING N7219'17•E (PER THE PLAT THEREOF).'
3. 111E -LEGAL DESCRIPTION- HEREON WAS PREPARED BY THE
SURVEYOR PER THE CLIENT'S REQUEST.
4. THIS SKETCH WAS PREPARED WITHOUT THE BENEFIT OF
AN I ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF
RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, ANO/OR
OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS ri
5. i ELEVATIONS BASED ON SITE BENCHMARKS PROVIDED BY
BUILDER AS SET BY OTHERS.
6. I NO IMPROVEMENTS BEYOND PROPERTY LINES HAVE BEEN
LOCATED EXCEPT THOSE SHOWN HEREON.
7. I PROPOSED FINISHED FLOORS ARE PER ENGINEERING 50
PLANS PROVIDED BY LBFH INC., AND DATED 06/16/04.
SET I.R.&CAP
WAB#7143
(TYPICAL FOR
REAR CORNERS)
CERTIFIED TO:
Karl Friedman
Chelsea Title Company,
A Division of Chicago Title
Chicago Title
CHELSEA TITLE/ 61-06-0127
ON FFS.1GEpp.110
1R F1toll
05 QFFSE /
SCANNED
BY
St. Lucie County
SURVEYOR'S CERTIFICATION.
I hereby certify that the attached *BOUNDARY SURVEY of
the hereon -described property Is true and correct to the
bast of my Niowladgn, Information and belief as prepared
under my' direction on April 24, 20 ���III further certify that
this 'II SURVEY" meats -_/nimum technical
standards set forth In rule 61 gt he Florida
Adminial ative Coda.
Engineers
E Planners
Landscape Architects
Surveyors
Construction Management
w w w. c p h e n g i n e e r s. c o m
West Fitton Street Sanford, Fl. 32771 P.O. Box28081 Sanford, FL 32772-2808
Phone: 407.322.6841 Fax: 40Z330.0639
and Mapper
D. 6025
PWAL SURWY
JTF
05/08/06
AS —BUILT SURVEY
JTF
09/01/05
STAKE OUT
JTF
013/15/05
PLOT PLAN
JTF
06/02/05
Certificate of Authorization No. 7143