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LEGEND:
A
= DELTA ANGLE
N.R.
= NOT RADIAL
L
- ARC LENGTH
O.E.
- OVERHANG EASEMENT
CATV
- CABLE TV
O.M.E.
- OVERHANG MAINTENANCE EASEMENT
C.B.
= CATCH BASIN
O.R.B.
= OFFICIAL RECORD BOOK
C.B.S.
= CONCRETE BLOCK & STUCCO
O/S
= OFFSET
(L
= CENTERLINE
O.S.
= 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 EASEMENT
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 COMMENCEMENT
F.P.E.
= FLOOD PLAIN EASEMENT
P.P.
- POWER POLE
F.P.L.
- FLORIDA POWER & LIGHT
P.R.M.
- PERMANENT REFERENCE MONUMENT
L.M.E.
- LAKE MAINTENANCE EASEMENT
PROP.
-PROPOSED
L.S.S.
= LANDSCAPE AND SIGNAGE EASEMENT
P.T.
- POINT OF TANGENCY
M.H.
= MANHOLE
P.U.E.
- PRIVATE UTILITY EASEMENT
MON.
= MONUMENT
R
- RADIUS
N.G.V.D.
- NATIONAL GEODETIC VERTICAL DATUM
RAO.
- RADIAL
O.S.T. 3 /
/ / \ 27.84 \
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O.S.T
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SURVEYOR'S REPORT: \ U.E. & P.D.E.
I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD.
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 EASTERLY LINE OF LOT 34
WHICH BEARS S 35°19'18" E AND ALL BEARINGS ARE R
B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELDrEFLOOD
U �$�[
OTHERWISE NOTED. '"
9. ELEVATIONS.SHOWN HEREON ARE BASED ON N.G.V.D. ADJU9.
10. LANDS $HOV4N HEREON L'IE,WITHIN ZONE X ACCORDING INSURANCE
RATE MAP 'PANEL NO. 120285-02�75F , DATED AUGUST 1� 0 2003
11. IMPROVEMENTS'IFANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY:'MARCH 1B„2003/
R/W
- RIGHT-OF-WAY
,� =
SET 5/8" IRON ROD
SAN.
- SANITARY
WITH CAP WITNESS
S.B.T.
= SOUTHERN BELL TELEPHONE
CORNER LB 96674
S.F.
= SOUARE FEET
o 1.0' OFFSET
T.O.B.
= TOP OF BANK
0 =
ELECTRIC SERVICE
TYP.
= TYPICAL
A -
CATV
U.E.
= UTILITY EASEMENT
* -
LIGHT POST
U.L.P.
- UPLAND PRESERVATION
JP & IEE =
JOINT PARKING &
0
- SET 5/8" IRON ROD WITH CAP NO. LB 6674
INGRESS/EGRESS
0
= FOUND 5/8" IRON ROD WITH CAP No. LB 6674
EASEMENT
■ = FOUND PERMANENT CONTROL POINT
0 = SET P-K NAIL WITH DISK NO. LB 6674
= FOUND P-K NAIL No. LB 6674
C) - WATER SERVICES
OG - WATER VALVE
= SANITARY SERVICE
❑ - FOUND PERMANENT REFERENCE MONUMENT 6674
0� .0„ 4" DIAMETER CONC. MONUMENT
= EXISTING ELEVATION IN FEET
0.00 > - PROPOSED ELEVATIONS IN FEET
--h - DRAINAGE FLOW INDICATOR
NOTE: • DENOTES MEASUREMENT TO THE END OF THE BOARD
R121. �e \
Oe' \
\y9Po 00 \ \ \ \ \ \
\ \ 28
\\28.30 \\
CERTIFICATION:_OcI FPu51'icYdor`�
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLOR1DQ�����
LICENSED SURVEYOR AND MAPPER. VLVL IIVV''
n - 3�-_>-03 BY
JULIAN D. MORRIS. PROFESSIONAL SURVEYOR AND MAPPER St. Lucie County
FLORIDA REGISTRATION NO. 4731
DESCRIPTION: /
BEING ALL OF LOTS 34, 35. 36 AND 37 ACCORDING TO THE PLAT OF POD
18, P.U.D. II AT THE RESERVE, AS RECORDED IN PLAT BOOK 40, PAGES 16,
16A THRU 16C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
P:\200-299\B258\CAD\LOTSURV\B258ts34.dw9 07/30/2003 11,13-39 AM EDT
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 `^ W
• • • • • • • • • • • • •••••
Lawson, Noble &. Webb, Inc.
ENGINEERS PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suite 9, Pori Si. Lucie, Florida 34986
(561) 878-1700 • lox: (561) 878-1802 • email: Inw-pslolnw-inc.com
West Palm Beach • Port St. Lucie • Plantation
REVISION FB/PG DATE I BY CK'D I DATE:3-18-03
4RD TIE IN SURVEY 7-29-03 RJK JDM BY: JDM
CK'D: GRB
F.B.: PG:
JOB NO.: B258
.,
E.
LEGEND:
In, = DELTA ANGLE N.R. = NOT RADIAL R/W - RIGHT-OF-WAY 0 = SET 5/8" IRON ROD
L = ARC LENGTH O.E. - OVERHANG EASEMENT SAN. - SANITARY WITH CAP WITNESS
CATV = CABLE TV O.M.E. - OVERHANG MAINTENANCE EASEMENT S.B.T. - SOUTHERN BELL TELEPHONE CORNER LB (16674
C.B. = CATCH BASIN O.R.B. = OFFICIAL RECORD BOOK S.F. - SQUARE FEET o I.O' OFFSET
C.B.S. = CONCRETE BLOCK & STUCCO O/S = OFFSET T.O.B. = TOP OF BANK 0 = ELECTRIC SERVICE
GL = CENTERLINE O.S. = OPEN SPACE TRACT TYP. = TYPICAL A - CATV
CONC. - CONCRETE P.B. - PLAT BOOK U.E. - UTILITY EASEMENT * - LIGHT POST
COV. = COVERED P.C. - POINT OF CURVATURE U.L.P. - UPLAND PRESERVATION JP & IEE - JOINT PARKING &
D.E. - DRAINAGE EASEMENT P.C.P. - PERMANENT CONTROL POINT 0 - SET 5/8" IRON ROD WITH CAP NO. LB 6674 INGRESS/EGRESS
ELEV. - ELEVATION P.D.E. - PRIVATE DRAINAGE EASEMENT O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 EASEMENT
E.O.P. = EDGE OF PAVEMENT P.G.E. = PRIVATE GAS EASEMENT N - FOUND PERMANENT CONTROL POINT
E.O.W. = EDGE OF WATER P.K. - PARKER KALON NAIL A - SET P-K NAIL WITH DISK NO. LB 6674 '
F.F. = FINISHED FLOOR P.O.B. = POINT OF BEGINNING A - FOUND P-K NAIL No. LB 6674
FND. = FOUND P.O.C. - POINT OF COMMENCEMENT 0 = WATER SERVICES
F.P.E. = FLOOD PLAIN EASEMENT P.P. = POWER POLE 1:4 - WATER VALVE FP.L. = FLORIDA POWER & LIGHT P.R.M.
.M. = PERMANENT REFERENCE MONUMENT =SANITARY SERVICE
L.M.E. - LAKE MAINTENANCE EASEMENT PROP. = PROPOSED ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674
L.S.S. - LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY OO 4" DIAMETER CONC. MONUMENT
M.H. = MANHOLE P.U.E. - PRIVATE UTILITY EASEMENT \ = EXISTING ELEVATION IN FEET
NON. = MONUMENT R - RADIUS 0.00 > = PROPOSED ELEVATIONS IN FEET
N.G.V.D. =NATIONAL GEODETIC VERTICAL DATUM RAD. RADIAL
- DRAINAGE FLOW INDICATOR
IUIN.. \ \ \
SETBACK REQ. \ \ \ \
FRO / \
2\,,
27.84 \
O.S.T
SURVEYOR'S REPORT: I \ I �— U.E. & P.D.
I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD.
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 I 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 EASTERLY LINE OF LOT 34
WHICH BEARS S 35-19'18" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
8+ 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 HE@�ON'L'IE,WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE
Y RATE MARRANEL NO. 1202B5•0275F , DATED AUGUST 19. 1991
11. IMPROVEMENTS,iF ANY AEiE AS '24OWN, ���^1^1��
12 DATE OF FIELD SURVEYi-MARCH, 18 ,2003 IVCN
BY
CERTIFICAT&M • St. Lucie County
IMPRCVEMENTS, IF ANY, ARE AS LOCATED. -
NOT VALID, WITHOUT THE SIGNATURE_AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED'SURVEYOR AND MAPPER.
r-r
JULIAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731
FC \
\ J' \
OQ' \
Qe0?1 \
\ \ 2E
28.\
\ \ 30 \
DESCRIPTION: I/
BEING ALL OF LOTS 34. 35, 36 AND 37 ACCORDING TO THE PLAT OF POD
18, P.U.D. II AT THE RESERVE, AS RECORDED IN PLAT BOOK 40, PAGES 16,
16A THRU 16C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
P-\200-299\B258\CAD\LOTSURV\B258Is34.dwg 04/21/2003 12-21:03 PH EDT
BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 `N W
00
Lawson, Noble & Webb, Inc.
ENGINEERS PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suile 9, Port St. Lucie, Florida 34986
(561) 878-1700 • lax: (561) 878-1802 • emoil: Inw-pslolnw-inc.com
West Palm Beech • Port tat. Lucie • ,Plantation
REVISION FB/PG I DATE BY CK'D DATE:3-18-03
BY: JDM
CK'D: GRB
F.B.: PG:
JOB NO.: B258