HomeMy WebLinkAboutSurveyLEGEND:
A
= DELTA ANGLE
N.R.
= NOT RADIAL
S.F.
= SQUARE FEET
N.G.V.D. = NATIONAL GEODETIC
L
= ARC LENGTH
O.E.
= OVERHANG EASEMENT
T.O.B.
= TOP OF BANK
VERTICAL DATUM
CATV
= CABLE TV
O.M.E.
= OVERHANG MAINTENANCE EASEMENT
TYP.
= TYPICAL
M.H.
= MANHOLE
C.B.
= CATCH BASIN
O.R.B.
= OFFICIAL RECORD BOOK
U.E.
= UTILITY EASEMENT
MON.
= MONUMENT
'C.B.S.
= CONCRETE BLOCK & STUCCO
O/S
= OFFSET
U/C.
= UNDER CONSTRUCTION
P.U.E.
= PRIVATE UTILITY
CL
= CENTERLINE
O.S.T.
= OPEN SPACE TRACT
p
= SET #5 IRON ROD WITH CAP NO. LB 6674
EASEMENT
CONC.
= CONCRETE
P.B.
= PLAT BOOK
O
= FOUND #5 IRON ROD WITH CAP No. LB 6674
R
= RADIUS
COV.
= COVERED
P.C.
= POINT OF CURVATURE
= FOUND PERMANENT CONTROL POINT
RAD.
= RADIAL
'D.E.
= DRAINAGE EASEMENT
P.C.P.
= PERMANENT CONTROL POINT
= SET P-K NAIL WITH DISK NO. LB 6674
R/W
= RIGHT-OF-WAY
ELEV.
= ELEVATION
P.D.E.
= PRIVATE DRAINAGE EASEMENT
= FOUND P-K NAIL No. LB 6674
SAN.
= SANITARY
E.O.P.
= EDGE OF PAVEMENT
P.G.E.
= PRIVATE GAS EASENENT
Q
= WATER SERVICES
S.B.T.
= SOUTHERN BELL TELEPHONE
E.O.W.
= EDGE OF WATER
P.K.
= PARKER KALON NAIL
X
= WATER VALVE
L.O.P.
= LIMITS OF PLAT
F.F.
= FINISHED FLOOR
P.O.B.
= POINT OF BEGINNING
0
= SANITARY SERVICE
PROP.
= PROPOSED
FND.
= FOUND
P.O.C.
= POINT OF COMMENCEMENT
O ❑
= FOUND PERMANENT REFERENCE MONUMENT 3864
LSS
= LANDSCAPE AND SIGNAGE
F.P.E.
= FLOOD PLAIN EASEMENT
P.P.
= POWER POLE I
\OD
TRACT
F.P.L.
= FLORIDA POWER &LIGHT
P.R.M.
=PERMANENT REFERE CE MONUMENT
\
= EXISTING ELEVATION IN FEET
W.M.T.
= WATER MANAGEMENT TRACT
L.M.E.
= LAKE MAINTENANCE EASEMENT
PROP.
= PROPOSED 1
\\\>
L.S.S.
= LANDSCAPE AND SIGNAGE EASEMENT
P.T.
= POINT OF TANGENCY
0.00
= PROPOSED ELEVATIONS IN FEET
—�r-�
,
=DRAINAGE FLOW INDICATOR
P.T.
r
R=55.00'
U.P.T.-2 L=68.65'
c �
SCALE: 1' = 30'
26.49
\
26.32 .� \
\
X 0 , \
\ ,G o \
R=25.00'
\ A=52053'25" ` \
L=23.08' %
\ OINT OF \
30.79'
IN:ERSECTION 1
� I � � I
RADIUS---,,
I POINT
1 �� N54°05'42"E I
.OT 17 26 A4 .73
TYPE "D" CONC.
\ �b CURBING
26.21 /
138.84'
SURVEYOR'S REPORT:
1. THIS SURVEY IS PREPARED FOR RICHARD JONES CONSTRUCTION CO., INC.
AND IS NOT ASSIGNABLE.
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/, OR RIGHTS -OF -WAY
OF RECORD BY THIS OFFICE.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 1
6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE
REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, BLE & WEBB, INC.
IN WRITING.
T. BEARINGS SHOWN HEREON ARE BASED ON THE CENTER-INE OF SCARBOROUGH COURT
WHICH BEARS S35'54'18"E AND ALL BEARINGS ARE RELATIVE THERETO.
S. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE
NOTED.
9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929.1
10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP
PANEL NO. 120285-0275F, DATED AUGUST 19, 1991
11. DATE OF FIELD SURVEY: JUNE 4, 2003
JULY 26, 2005
CERTIFICATION:
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
JULIAt D MORRIS, PROFESSIONAL SURVEYOR AND MAPPER
FLORI EGISTRATION NO. 4731
DESCRIPTION:
BEING ALL OF LOT 17, ACCORDING TO THE PLAT OF PODS 12 AND 13, P.U.D. I
AT THE RESERVE SCARBOROUGH ESTATES, AS RECORDED IN PLAT BOOK 45,
PAGES 13 AND 14, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
P:\600-699\B638\CAD\LOT SURVEYS\B638LS17.dwg 7/27/2005 6,25,27 AM EDT
MAP OF BOUNDARY SURVEY
CLIENT: RICHARD JONES CONST. CO., INC.
• • • • • • • • LN
••w
Lawson, Noble & Webb, Inc.
ENOINEERe PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986
(561) 878-1700 • fax: (561) 878-1802 • email: Inw-pslolnw-inc.com
West Palm Beach • Port St. Lucie • Plantation
REVISION FB/PG I DATE BY I CK'D PATE:6-4-03
UPDATE BOUNDARY SCAR —1PG. 7-26-05 JDM BY: JDM
CK'D:
F.B.: PG:
JOB NO.: B638