HomeMy WebLinkAboutSurveyLEGEND:
IL
= DELTA ANGLE
O.M.E.
= OVERHANG MAINTENANCE EASEMENT
T.O.B.
= TOP OF BANK
0 = SET 5/8" IRON ROD
L
= ARC LENGTH
O.R.B.
= OFFICIAL RECORD BOOK
TYP.
= TYPICAL
WITH CAP WITNESS
CATV
= CABLE TV
O/S
= OFFSET
U/C
= UNDER CONSTRUCTION
CORNER LB #6674
C.B.
= CATCH BASIN
O.S.T.
= OPEN SPACE TRACT
U.E.
= UTILITY EASEMENT
a 1.0' OFFSET
C.B.S.
C.
= CONCRETE BLOCK & STUCCO
P.B.
= PLAT BOOK
U.L.P.
= UPLAND PRESERVATION
•0 = SET 1/4" DRILL HOLE
= CENTERLINE
P.C.
= POINT OF CURVATURE
U.L.T.
= UPLAND TRACT
0 = ELECTRIC SERVICE
CONC.
= CONCRETE
P.C.P.
= PERMANENT CONTROL POINT
W.M.E.
= WATER MANAGEMENT EASEMENT
= CATV
COV.
= COVERED
P.D.E.
= PRIVATE DRAINAGE EASEMENT
W.M.T.
= WATER MANAGEMENT TRACT
= LIGHT POST
D.E.
= DRAINAGE EASEMENT
P.G.E.
= PRIVATE GAS EASEMENT
0
= SET 5/8" IRON ROD WITH CAP NO. LB 6674
ELEV.
E.O.P.
= ELEVATION
= EDGE OF PAVEMENT
P.K.
P.O.B.
= PARKER KALON NAIL
0
= FOUND 5/8" IRON ROD WITH CAP No. LB 6674
= POINT OF BEGINNING
N
= FOUND PERMANENT CONTROL POINT
E.O.W.
= EDGE OF WATER
P.O.C.
= POINT OF COMMENCEMENT
0
= SET P-K NAIL WITH DISK NO. LB 6674
F.F.
= FINISHED FLOOR
P.R.C.
= POINT OF REVERSE CURVATURE
A
= FOUND MAG NAIL & DISK PCP 3864
FND.
= FOUND
P.R.M.
= PERMANENT REFERENCE MONUMENT
0
= WATER SERVICES
F.P.E.
= FLOOD PLAIN EASEMENT
PROP.
= PROPOSED
X
= WATER VALVE
F.P.L.
= FLORIDA POWER & LIGHT
P.T.
= POINT OF TANGENCY
4
= SANITARY SERVICE
L.M.E.
= LAKE MAINTENANCE EASEMENT
P.U.E.
= PRIVATE UTILITY EASEMENT
❑
= FOUND PERMANENT REFERENCE MONUMENT 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
—.4
= DRAINAGE FLOW INDICATOR
O.E.
= OVERHANG EASEMENT
S.F.
= SQUARE FEET
B.Z.T.
= BUFFER ZONE TRACT
POD 32 AT THE RESERVE, P.U.D. III,
SPYGLASS
y05O 9 0 2—
PLAT BOOK 39, PAGES 23, 23A -
23C
v4�
LOT 9
SCALE: 1" = 20'
\
P.O.C. —
S.E. CORNER LOT 9
\ E
\
\
\
POD 32 AT THE RESERVE, P.U.D. III, SPYGLASS
PLAT BOOK 39, PAGES 23, 23A - 23C
LOT 10
\ P.O.B.
S87058'58"E
21.28' S6So38
A- ' ,onC) 4S
N6S0
45.,E o•
49 00,
(UNPLATTED)
SECTION 34, TOWNSHIP 36 SOUTH,
RANGE 39 EAST
,,-- FORMBOARDS
F.F. ELEV. = 26.95'
�00 I (NGVD 1929)
/
A,
.0,
o�
q�
DESCRIPTION:
(UNPLATTED) BEING A PARCEL OF LAND LYING IN SECTION 34, TOWNSHIP 36 SOUTH,
RANGE 39 EAST, ST. LUCIE COUNTY, .FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
OK 39, PAGES
/ �HW
COMMENCE AT -THE SOUTHEAST CORNER OF LOT 9 AS SHOWN ON POD 32 AT THE
FWE- �� 23, 23A TH UD 3C,�PUBLIC. ECORDS OF ST. L CSPYGLASS AS RECORDED IN IE COUNLAT OTY, FLORIDA THENCE
nD
_ SOUTH 87°58'58" EAST, A DISTANCE OF 21.28 FEET
TO THE POINT OF BEGINNING;
JUL 0 2004 THENCE SOUTH 65038'45" EAST, A DISTANCE OF 49.00 FEET:
THENCE SOUTH 24021' 15" WEST, A DISTANCE OF 37.67 FEET:
THENCE NORTH 65038'45" WEST, A DISTANCE OF 49.00 FEET:
St. Lucie County Public Works THENCE NORTH 24021'15" EAST, A DISTANCE OF 37.67 FEET TO THE POINT OF
� BEGINNING.
SURVEYOR'S REPORT:
CONTAINING 0.0423 ACRES, MORE OR LESS.
1. 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 SOUTH LINE OF LOT 9
WHICH BEARS S 73°18'57".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 HERGON'LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE i
RATE MAP PANEL NO,�120285-002;75F ' .DATED AUGUST 19, 1991
11. DATE OF FIELD SURVEY. MARCH 4; 2004~
CERTIFICATION:
IMPROVEMENTS; 'IF ANY ARE, AS LQCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER. .
LIAN D. MORRIS , PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731
Pl\300-399\B340\Cad\LOT-SURVEYS\B340RESTROOM.dwg 07/06/2004 12121153'PM EDT
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 `NW'
Lawson, Noble & We;;, Inc.
ENGINEERS PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986
(561) 878-1700 • fax: (561) 878-1802 • email: Inw—pslaInw—inc.com
West Palm Beach • Port St. Lucie
REVISION FB/PG DATE BY CK'D DATE:3-04-04
FORMBOARD TIE-IN SURVEY 7-06-04 CTL JDM BY: JDM
CK'D:
F.B.: POD32-3 PG: 6
JOB NO.: B260
al
LEGEND:
0
= DELTA ANGLE
O.M.E.
= OVERHANG MAINTENANCE EASEMENT
T.O.B.
= TOP OF BANK
L
= ARC LENGTH
O.R.B.
= OFFICIAL RECORD BOOK
TYP.
= TYPICAL
CATV
= 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.L.T.
= UPLAND 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
p
= SET 5/8" IRON ROD WITH CAP NO. LB 6674
ELEV.
= ELEVATION
P.K.
= PARKER KALON NAIL
0
= 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.R.C.
= POINT OF REVERSE CURVATURE
AL
FOUND MAG NAIL & DISK PCP 3864
FND.
= FOUND
P.R.M.
= PERMANENT REFERENCE MONUMENT
Q
= WATER SERVICES
F.P.E.
= FLOOD PLAIN EASEMENT
PROP.
= PROPOSED
N
= 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 6674
L.S.S.
= LANDSCAPE AND SIGNAGE EASEMENT
R
= RADIUS
000,„
(4"x4" CONCRETE MONUMENT)
M.H.
= MANHOLE
RAD.
= RADIAL'`
=EXISTING ELEVATION IN FEET
MON.
= MONUMENT
R/W
= RIGHT-OF-WAY
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
- A
= DRAINAGE FLOW INDICATOR
O.E.
= OVERHANG EASEMENT
S.F.
= SQUARE FEET
B.Z.T.
= BUFFER ZONE TRACT
POD 32 AT THE RESERVE, P.U.D. III, SPYGLASS
PLAT BOOK 39, PAGES 23, 23A - 23C
LOT 9
P.O.C.
S.E. CORNER LOT 9
%3a
18
5�" E P.O.B.
S87058158"E Zg.
21.28' /o S6 0
s
POD 32 AT THE RESERVE, P.U.D. III, SPYGLASS
PLAT BOOK 39, PAGES 23, 23A -'23C ,
LOT 10
� (o
6�,
25. N6s0
0
w
COVERED ENTRY 4 .00,
(UNPLATTED)
0 = SET 5/8" IRON ROD
WITH CAP WITNESS
CORNER LB #6674
0 1.0' OFFSET
= SET 1/4" DRILL HOLE
Q = ELECTRIC SERVICE
0 = CATV
* = LIGHT POST
SCALE: 1" = 20'
SECTION 34, TOWNSHIP 36 SOUTH,
RANGE 39 EAST
PROP.
�- ENCLOSED RESTR
4 F.F. ELEV. = 2E
�00, (NGVD 1929)
7�0258
AD
DESCRIPTION: -
(UNPLATTED) BEING A PARCEL OF LAND LYING IN SECTION 34, TOWNSHIP 36 SOUTH,
RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 9 AS SHOWN ON POD 32 AT THE
RESERVE, P.U.D. III, SPYGLASS AS RECORDED IN PLAT BOOK 39, PAGES
23, 23A THRU 23C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA THENCE
SOUTH 87058'58" EAST, A DISTANCE OF 21.28 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 65038'45" EAST, A DISTANCE OF 49.00 FEET:
THENCE SOUTH 24021' 15" WEST, A DISTANCE OF 37,67 FEET:
THENCE_ NORTH 65°38'45" WEST, A DISTANCE OF 49.00 FEET:
THENCE NORTH 24021-15" EAST, A DISTANCE OF 37.67 FEET TO THE POINT OF
BEGINNING.
At
SURVEYOR'S REPORT:
CONTAINING_ 0.0,423 ACRES, MORE OR, LESS.
1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD.
AND IS NOT ASSIGNABLE. P-\300-399\H340\Cad\LOT-SURVEYS\H340RESTROOM,dw() 03/10/2004 0263106 PM EST
2 THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FO E
R ASEMENTS 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 SOUTH LINE OF LOT 9
WHICH BEARS S 73*18*57" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
8. 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: MARCH 4, 2004
CERTIFICATION:
IMPROVEMENTS, IF AN_Y,.ARE AS LOCATED.
NOT VALID WITHOUT THE SSGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER. '
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 `NW
Lawson, Noble & Webb, Inc.
ENGINEERS PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suite 9, Part St. Lucie, Florida 34986
(561) 878-1700 • fax: (561) 878-1802 - email: Inw-pslolnw-inc.com
West Palm Beech • Port St. Lucie
REVISION FB/PG DATE BY CK'D DATE:3-04-04
BY: JDM
CK'D:
F.B.: POD32-3 PG:
JOB NO.: B260
`/
JULIAN D. MORRIS , PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731