HomeMy WebLinkAboutMAP OF BOUNDARY SURVEY14
LEGEND:
A
= DELTA ANGLE
O.M.E.
= OVERHANG MAINTENANCE EASEMENT
T.O.B.
= TOP OF BANK
L
�CATV
= ARC LENGTH
O.R.B.
= OFFICIAL RECORD BOOK
TYP.
= TYPICAL
= CABLE TV
O/S
= OFFSET
U/C
= UNDER CONSTRUCTION
C.B.
= CATCH BASIN
O.S.T.
= OPEN SPACE TRACT
U.E.
= UTILITY EASEMENT
C.B.S.
= CONCRETE BLOCK & STUCCO
P.B.
= PLAT BOOK
U.L.P.
= UPLAND PRESERVATION
CL
= CENTERLINE
P.C.
= POINT OF CURVATURE
U.P.T.
= UPLAND PRESERVATION TRACT
CONC.
= CONCRETE
P.C.P.
= PERMANENT CONTROL POINT
W.M.E.
= WATER MANAGEMENT EASEMENT
COV.
= COVERED
P.D.E.
= PRIVATE DRAINAGE EASEMENT
W.M.T.
= WATER MANAGEMENT TRACT
D.E.
= DRAINAGE EASEMENT
P.G.E.
= PRIVATE GAS EASEMENT
0
= SET 5/8" IRON ROD WITH CAP NO. LB 6674
ELEV.
= ELEVATION
P.K.
= PARKER KALON NAIL
O
= FOUND 5/8" IRON ROD WITH CAP No. LB 6674
E.O.P.
= EDGE OF PAVEMENT
P.O.B.
= POINT OF BEGINNING
0
= FOUND PERMANENT CONTROL POINT
E.O.W.
= EDGE OF WATER
P.O.C.
= POINT OF COMMENCEMENT
A
= SET P-K NAIL WITH DISK NO. LB 6674
F.F.
= FINISHED FLOOR
P.P.
= POWER POLE
AL
= FOUND P-K NAIL No. LB 6674
FND.
= FOUND
P.R.M.
= PERMANENT REFERENCE MONUMENT
0
= WATER SERVICES
F.P.E.
= FLOOD PLAIN EASEMENT
PROP.
= PROPOSED
D4
= WATER VALVE
F.P.L.
= FLORIDA POWER & LIGHT
P.T.
= POINT OF TANGENCY
= SANITARY SERVICE
L.M.E.
= LAKE MAINTENANCE EASEMENT
P.U.E.
= PRIVATE UTILITY EASEMENT
❑
= FOUND PERMANENT REFERENCE MONUMENT LB N0.6674
L.S.S.
= LANDSCAPE AND SIGNAGE EASEMENT
R
= RADIUS
0�
(4"x4" CONCRETE MONUMENT)
M.H.
= MANHOLE
RAD.
= RADIAL
,0„
\
MON.
= MONUMENT
R/W
= RIGHT-OF-WAY
= EXISTING ELEVATION IN FEET
N.G.V.D.
= NATIONAL GEODETIC VERTICAL DATUM
SAN.
= SANITARY
0.00 >
= PROPOSED ELEVATIONS IN FEET
N.R.
= NOT RADIAL
S.B.T.
= SOUTHERN BELL TELEPHONE
= DRAINAGE FLOW INDICATOR
O.E.
= OVERHANG EASEMENT
S.F.
= SQUARE FEET
B.Z.T.
= BUFFER ZONE TRACT
W.M.T. NO. 1
SURVEYOR'S REPORT:
1. THIS SURVEY IS PREPARED FOR RICHARD JONES CONST. CO., INC.
AND IS NOT ASSIGNABLE.
Z. 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 1N THE PUBLIC RECORDS OF THIS COUNTY.
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, NOBLE &
WEBB, INC. IN WRITING.
7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF 21
WHICH BEARS N30"45'06"E AND ALL BEARINGS ARE RELATIVE TO PLAT.
B. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION ARE MEASURED AND ARE
THE SAME AS PLAT/DEED DIMENSIONS UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929.
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: JULY 20. 2005
CERTIFICATION:
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURYEYOR AND MAPPER.
LOT 2-0
--LEV. = 28.21
= SET 1/4" DRILL HOLE
0 = ELECTRIC SERVICE
= CATV
7tih = LIGHT POST
= FIRE HYDRANT
P.T.I
DESCRIPTION:
BEING ALL OF LOT 21, 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\B638LS21.dwg 7/21/2005 B-47-33 AM EDT
MAP OF BOUNDARY SURVEY
CLIENT: RICHARD JONES CONST. CO., INC.
ARCADIS LNw
Lawson Noble & Webb �
ENGINEERS PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suite 9, Port St. Lucre, Florida 34986 m
(561) 878-1700 • fox: (561) 878-1802 • email: Inw-pslolnw-inc.com J
West Palm Beach • Port St. Lucle • Orlando
REVISION I FB/PG I DATE I BY
CK'D DATE:7-2-05
BY: CTL
CK'D: JDM
F.B.:SCAR-1PG: 64
JOB NO.:6638
2
JULIAN D. MORRIS , PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731