HomeMy WebLinkAboutSURVEYCENTERUNE
P.C.P./P.C.
-
W/PK N &D
LBO 7143
.I
%
R-4765.00'
L-153.32'
0=1'50'37'
N
(C'
R=4765.00'
L-426.69'
20.00
C=426.55
i S 86'
(C)
(C)
CB=NO2*34'O6*
A
SCALE: 1'=20'
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10U.E.
LOT 61
BLOCK D
LAKES AT P.G.A. VILLAGE
PLAT BOOK 43
PGS. 32. 32A-F
S 8811'24" E
4' BRICK
WALKWAY
130.00'
ENTRY
LOT 60
RESIDENCE@ 9116
1 STORY C.B.S.
PROPOSED F.F. - 28.10'
F.F. - 28.74'
U j
1 N
1 v
h
OJ
® 20.1'
WM TIE
a:20.00'
LID
T ai F r 3.VONIC
z .
- S 87'32'01" E D
PAD
v(C)
co
TRAN S 87030'21" E
U
�R=4785.00'
—51.76' (M)
R=4765.001
L-221•82'
1 1=52.01 (P) LOT 59
A=2'40'02*
(C)
q0—_O'37'11" (M) LAKES ATLP.G.A. VILLAGE
CENTERLINE (. /
I
4►-0'37'22" (P) PLAT BOOK 43
P./P.I.
W/PKN &D
W/
LBO 7143
I
I
3'K6'
CONC. PAD
130.00' (P)(M) (N.R.)
EI
SCREENED
CONC.
PATIO AREA
W/ POOL
f �
Abbreviation Legend
'SYMBOLS SHOWN HEREON ARE NOT TO SCALE
P.C. - POINT OF CURVATURE N.R. - NON -RADIAL U.E. - U71UTY EASEMENT C.L.F. -CHAIN LINK FENCE E.J.B. - ELECTRIC
P.R.C. - POINT OF REVERSE CURVATURE RAD. - RADIAL D.E. - DRAINAGE EASEMENT W.F. - WOOD FENCE JUNCTION BOX
P.C.C. - POINT OF COMPOUND CURVATURE R. - RADIUS DN - DRAINAGE AND UTILITY EASEMENT C & G - CURB & GUTTER 50. FT. - SQUARE FEET
P.T. - POINT OF TANGENCY L - ARC LENGTH F.F. - FINISHED FLOOR CAW - CABLE TELEVISON RISER Y.M.'- WATER METER
P.I. - POINT OF INTERSECTION A - DELTA BSL - BUILDING SETBACK LINE T - TELEPHONE RISER F.H. - FIRE HYDRANT
P.C.P. - PERMANENT CONTROL POINT R.P. - RADIUS POINT C.B.S. - CONCRETE BLOCK STRUCTURE TRANS - TRANSFORMER PAD IH & D - NAIL AND DISC
P.O.L. - POINT ON LINE R/W - RIGHT-OF-WAY (P) - PLAT. PLANNED LP. - UGHT POLE G.M. - BENCH MARK
P.R.M. - PERMANENT REFERENCE MONUMENT Q - CENTER UNE (M) - MEASURED P.P. - POWER POLE PVMT. - PAVEMENT
C.B. - CHORD BEARING EL - ELEVATION (C) - CALCULATED NO - NATURAL GROUND F.B. - FIELD BOOK
C.M. - CONCRETE MONUMENT
P.B. - PLAT BOOK A/C - AIR CONDITIONER () - ENGINEERING PLAN I.C.V. - IRRIGATION CONTROL N.H. -MANHOLE
Tip _TYPICAL (AA) -ACTUAL CO. - CLEANOUT FIND - FOUND
Pg. - PAGE CONC. - CONCRETE N.R.) - NON -RADIAL SIN - SIDEWALK FED - RECOVERED
0.9'
BWNDARY SURVEY
Legal Descrivtion
I
Lot 60 BLOCK D of LAKES AT PGA VILLAGE, per the plat thereof, as
recorded In Map Book 43, pages 32, 32A through 32F of the Public
Records of St. Lucie County, Florida.
.9umey Notes:
1. 'NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF.A FLORIDA LICENSED SURVEYOR AND MAPPER-.
2. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 60
BLOCK D THE LAKES AT PGA VILLAGE AS RECORDED PLAT BOOK 43, PAGES
32, 32A THROUGH 32F OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY
FLORIDA AS BEING S 88'11'24- E (PER THE PLAT THEREOF)
3. THE 'LEGAL DESCRIPTION' HEREON WAS PREPARED BY THE SURVEYOR
PER THE CLIENTS REQUEST.
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT
OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING
EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED TO
THIS SURVEYOR EXCEPT AS NOTED.
r
SET I.R. &CAP
5. ELEVATIONS BASED ON SITE BENCHMARKS PROVIDED BY BUILDER AS
W/ LBO7143
SET BY OTHERS AS SHOWN ON APPROVED ENGINEERING AS -GUILTS. 6.
-(E)-
(TYPICAL FOR
ELEVATIONS SHOWN HEREON WITH AN ARE PROPOSED PER
CONSTRUCTION PLANS PREPARED BY OTHERS AND FURNISHED BY THE
ALL CORNERS)
CLIENT.
R=4915.00'
7. NO UNDERGROUND INSTALLA71ONS OR VISIBLE IMPROVEMENTS ON SITE
L=53.31'
OR BEYOND PROPERTY LINES HAVE BEEN LOCATED EXCEPT THOSE SHOWN
HEREON.
g
V A=0'37'17"
8, BUILDING TIES SHOWN HEREON ESTABLISHED ON THE FINISHED
c
FOUNDATION AND EXCLUDE EXTERIOR STUCCO AND BRICK BEYOND THE
(P)(M)
FOUNDATION.
J
m
9. PROPOSED FINISHED FLOORS ARE PER ENGINEERING PLANS PROVIDED
COMMON AREA
BY LBFH INC. AND DATED 04/28/04.
PLAT Oaf 43
10. THE PLATTED LOT DIMENSIONS DO NOT PROVIDE A CLOSED LOT AND
PGS. 32. 32A-P
ARE PENDING A WRITTEN PUBLIC NOTIFICATION AND/OR REVISION TO BE
RECORDED IN THE PUBLIC RECORDS. THE CALCULATED DISTANCES SHOWN
HEREON WERE DERIVED FROM THE FURNISHED PLOT PLAN FOR LOT 60 OF
THE LAKES AT PGA VILLAGE AS RECORDED PLAT BOOK 43. PAGES 32. 32A
THROUGH 32F OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA,
PREPARED BY LBFH.
RESIDENCE ADDRESS : 9116 Short Chip Circle
I
INTERNAL BUILDING SETBACKS:
FRONT= 20' (SIDE LOAD GARAGE)
I
FRONT- 25 (FRONT LOAD GARAGE)
REAR- 15
REAR= 3' (WITH PATIO/POOL DECK/ SCREEN)
SIDE= 6'
LOT GRADING TYPE 'A'
PROPOSED F.F. - 28.10'
F.F. - 28.74'
HIGH POINT OF ROAD= 26.05' • •:fI777
MODEL• *FAIRVIEW `®�,14= •.
/
Surveyor's C0_fi fication:.ti�' _
I hereby certify that the attached _BOUNDAF'Y"SORZrY' 6'fA?(O
hereon -described property Hs iSu6.:und,kVrtsc2-tofthe'oes(-of'my„
knowledge, Information "Prepared,
Certified To.
ondsbeIIeY as undermydirec$oo an
January 17, 2006. I f�rthRr ce Ify ,that this BD 4DARY SJRV:Y
meets the minimum technk:af Lcndatd~ sit —forth m rul o1g17 E-'of
the Florida
Arthur Ritacco
Administrative Cod L;S, v✓ ,--", .k
Ticor Title Company D/B/A
�
Chelsea Title Company
•; ; �a ''-41
Ra Ph A. leto, P.S.M.
Professional
Chelsea Flies 05-1833v
6025£fJV'J1t1ry t1;11itA, _t
Florida Registrationn No yor �Mapper
Engineers
Planners
C� Landscape Architects
$nY0e1fOYS
Construction Management
w w w. c p h e n g i n e e r s. c o m
WestFutton Street Sanford, FL 32771 P.O. Box 2808, Sanford, FL 32772-2808
Phone' An' 22.6841 Fax: 407.330.0639 ,
FINAL SURVEY
I JTF
I 1/19/09
AS -BUILT SURVEY
JTF
5/01/05
STAKE OUT
JA
4/16/05
PLOT PLAN
JTF
1/26/05
, ='eMffcate ofAutboriwtion No. 7143