HomeMy WebLinkAboutFormBoard SurveyP &run rr"
LEGEND:
0
= DELTA ANGLE
N.R.
= NOT RADIAL
L
= ARC LENGTH
O.E.
= OVERHANG EASEMENT
1
CAN
= CABLE TV
O.M.E.
= OVERHANG MAINTENANCE EASEMENT
;u.B.
= CATCH BASIN
O.R.B.
= OFFICIAL RECORD BOOK
C.B.S.
= CONCRETE BLOCK & STUCCO
O/S
= OFFSET
CL
= CENTERLINE
O.S.T.
= OPEN SPACE TRACT
CONC.
= CONCRETE
P.B.
= PLAT BOOK
COV.
= COVERED
P.C.
= POINT OF CURVATURE
D.E.
= DRAINAGE EASEMENT
P.C.P.
= PERMANENT CONTROL POINT
ELEV.
= ELEVATION
P.D.E.
= PRIVATE DRAINAGE EASEMENT
E.O.P.'
= EDGE OF PAVEMENT
P.G.E.
= PRIVATE GAS EASKNT
E.O.W:
= EDGE OF WATER
P.K.
= PARKER KALON NAIL
F.F.
= FINISHED FLOOR
P.O.B.
= POINT OF BEGINNING
FND.
= FOUND
P.O.C.
= POINT OF COMMENCE
ENT
F.P.E.
= FLOOD PLAIN EASEMENT
P.P.
= POWER POLE
F.P.L.
= FLORIDA POWER & LIGHT
P.R.M.
= PERMANENT REFEREN
E MONUMENT
L.M.E.
= LAKE MAINTENANCE EASEMENT
PROP.
= PROPOSED
L.S.S.
= LANDSCAPE AND SIGNAGE EASEMENT
P.T.
= POINT OF TANGENCY
'h
LOT 18
6'
U.P.T.-2 ��'�,
St._ Cie Co. F
Dat Initl
A proved
FORN®OARDS
F.F. ELEV. = 28.34'
A
S.F. = SQUARE FEET
T.O.B. = TOP OF BANK
TYP. = TYPICAL
U.E. = UTILITY EASEMENT
U/C. = UNDER CONSTRUCTION
0 = SET #5 IRON ROD WITH CAP NO. LB 6674
O = FOUND #5 IRON ROD WITH CAP No. LB 6674
= FOUND PERMANENT CONTROL POINT
= SET P-K NAIL WITH DISK NO. LB 6674
= FOUND P-K NAIL No. LB 6674
Q = WATER SERVICES
D4 = WATER VALVE
0 = SANITARY SERVICE
„ ❑ = FOUND PERMANENT REFERENCE MONUMENT 3864
\O\O\
= EXISTING ELEVATION IN FEET
0.00 > = PROPOSED ELEVATIONS IN FEET
A = DRAINAGE FLOW INDICATOR
NO ♦1�s \
BOARDS ♦♦
10
N89005'23"W
N.R.
U.P.T.-2
N.G.V.D. = NATIONAL GEODETIC
VERTICAL DATUM
M.H.
= MANHOLE
MON.
= MONUMENT
P.U.E.
= PRIVATE UTILITY
EASEMENT
R
= RADIUS
RAD.
= RADIAL
R/W
= RIGHT-OF-WAY
SAN.
= SANITARY
S.B.T.
= SOUTHERN BELL TELEPHONE
L.O.P.
= LIMITS OF PLAT
PROP.
= PROPOSED
LSS
= LANDSCAPE AND SIGNAGE
TRACT
W.M.T.
= WATER MANAGEMENT TRACT
♦♦ \ SCALE: 1" = 30'
\♦ \
26.4` 6
\
35 / ♦♦ \
\ \ \
AV,
00p, 0� tp
\ \ R=25.00' `♦\ \ \
A 52°53'25"
1 L=23.08' \
\ � 1 IN �RSE � ION � 1
I I
2.3' 1 RADIUS-- 1
POINT 1
I O
1 h� N54005'42"E i 1
LOT 17 1 z6 AA 73'
i
ZTYPE "D" CONC. /
CURBING - /
26.21 /J
138.849
R=55.00' -
A 71031'02"
L=68.65'
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.
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 CENTER_INE OF SCARBOROUGH COURT
WHICH BEARS S35°54'18"E AND ALL BEARINGS ARE RELATIVE THERETO.
B. 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.
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, 2603
MAY 9, 2006
CERTIFICATION:
IMPROVEMENTS, IF"ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
STEVEN D. MARSHALL. PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 6376
NOTE: * = MEASURED TO END OF BOARD
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.clwg 5/10/2006 10:37:19 AM EDT
MAP OF BOUNDARY SURVEY
CLIENT: RICHARD JONES CONST. CO., INC.
ARCADIS
ENGINEERS PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986
(772) 878-1700 • fax: (772) 878-1802• email: Inw-pslolnw-inc.com
West Palm Beach • Port St. Lucie • Orlando
REVISION FB/PG I DATE BY I CK'D DATE:5-10-06
UPDATE BOUNDARY SCAR- 7 7-26-05 JDM BY: DRG
FORMBOARD TIE-1N SURVEY 5-9-06 DRG SDM CK'D:
F.B.: PG:
JOB NO.: E3638