HomeMy WebLinkAboutSUBMITTED SURVEYS1 0
LEGEND:
DELTA ANGLE
L = ARC LENGTH
CATV = CABLE TV
XC CATCH BASIN
-S. CONCRETE BLOCK & STUCCO
CL CENTERLINE
CONC. CONCRETE
COV. COVERED
D.E. DRAINAGE EASEMENT
ELEV. ELEVATION
E.O.P. EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
F.F. = FINISHED FLOOR
FND. =FOUND
F.P.E. = FLOOD PLAIN EASEMENT
F.P.L. = FLORIDA POWER & LIGHT
L.M.E. = LAKE MAINTENANCE EASEMENT
L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT
M.H. = MANHOLE
MON. = MONUMENT
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM
T�:
e _W i
'v
zi 8
106%07?5
RADIUS--\
POINT L=102.68'
CONC.CURB
SydCM �yqnd ?,lunco acni -13
2 9 SvW
A= I 15*32"e
N.R.
= NOT RADIAL
O.E.
z: OVERHANG EASEMENT
O.M.E.
= OVERHANG MAINTENANCE EASEMENT
O.R.B.
= OFFICIAL RECORD BOOK
O/S
= OFFSET
O.S.
= OPEN SPACE TRACT
P.B.
= PLAT BOOK
P.C.
= POINT OF CURVATURE
P.C.P.
= PERMANENT CONTROL POINT
P.D.E.
= PRIVATE DRAINAGE EASEMENT
P.G.E.
= PRIVATE GAS EASEMENT
P.K.
= PARKER KALON NAIL
P.O.B.
= POINT OF BEGINNING
P.O.C.
= POINT OF COMMENCEMENT
P.P.
= POWER POLE
P.R.M.
= PERMANENT REFERENCE MONUMENT
PROP.
=PROPOSED
P.T.
= POINT OF TANGENCY
P.U.E.
= PRIVATE UTILITY EASEMENT
R \ - RADIUS
RAD. _= RADIAL
T
BRACK PAVERS
ib
cONc. C'U':
SLAB
A
R/W
zz RIGHT-OF-WAY
0 = SET 5/8' IRON ROD
SAN.
= SANITARY
WITH CAP WITNESS
S.B.T.
= SOUTHERN BELL TELEPHONE
CORNER LB #6674
S.F.
= SQUARE FEET
a 1.0' OFFSET
T.O.B.
= TOP OF BANK
0 = ELECTRIC SERVICE
TYP.
- TYPICAL
= CATV
U.E.
- UTILITY EASEMENT
= LIGHT POST
U.L.P.
= UPLAND PRESERVATION
0
- SET 5/8- IRON ROD WITH CAP NO. LB 6674
0
= FOUND 5/8" IRON ROD WITH CAP No. LB 6674
N
= FOUND PERMANENT CONTROL POINT
A
z: SET P-K NAIL WITH DISK NO. LB 6674
A
FOUND P-K NAIL No. LB 6674
0
WATER SERVICES
X
WATER VALVE
0
SANITARY SERVICE
El
FOUND PERMANENT REFERENCE MONUMENT 6674
00
4" DIAMETER CONC. MONUMENT
0
EXISTING ELEVATION IN FEET
0.00 >
- PROPOSED ELEVATIONS IN FEET
= DRAINAGE FLOW INDICATOR
20'
SCANNED
BY
St. Lucie Countv
DESCRIPTION:
BEING ALL OF THE RECREATION AREA ACCORDING TO POD 6, P.U.D. I
AT THE RESERVE, WILLOW PINES WEST AT PGA VILLAGE AS RECORDED
IN PLAT BOOK 42, PAGES 33. 33A AND 33B, PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
0.
r, 0
CONC.�ECK
Fnzo� 20.0. POOL
36.5'
21,5'
b
Lri
5.0'
b
1j F4
WETLAND NO. 4
e� 0
1OR � �\c
01)
L=50.41' b
N85037'.49"W 64.59 2' CONIC.
S A N �MH. �_S85-37'49"E
PC =—� — WILD QUAIL DR
R/W
7 q.
.5 or
D 'E,
7 . 5,11
AS P.T.
TRACT PHALT
� Rarun 1:
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. R/W
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 LINE OF WILD QUAIL DRIVE
WHICH BEARS S 85*37'49" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
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
1. IMPROVEMENTS IF ANY'ARE AS,Sk6WN.,: I or,
2 DATE OF FIELD SURVEYi 1404RY 1912b.047
.1. 'Iwl &'p.,
-MARCI.A3.26
CERTIFICATION- 4
IMPROVEMENTS. IF AN)� �RE-AS16CATED 11%
NOT VALID WITHOUT THE��tNATURL�AW6 THE ORIdIN'A"L RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR 4ND M4PPER. ,, - I
MORRIS�. PROFESSIONAL SURVEYORAND MAPPER
PAVEME::NT
PA500-599\B593\CAD\1_0T SURVEYS\D593LsREC.c1.g 3/4/2005 10-16124 AM EST
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
FINAL TIE-IN
LB 9 6674
LNW
Lawson, Noble &
Webb, Inc.
ENGINEERS - PLANNERS
- SURVEYORS
590 NW Peacock BoulevarcL Suite 9. Port
St. Lucie. Florida 34986
(561) 8TS-1700 - fox: (561) 878-1802.
email: mv-pskabnw-inccom
West Palm Beach - Part St.
Lucle - Phintatlon
N
FB/PG
DATE
BY
CK'D
DATE: 1-19-04
;OMMENTS
BY: JDM
N7A—
77 1 —i-oz
4-04
--�Dm
JDM
CK'D:
TTF-IN
A�-
SURVEY
V2 f -04
12-A-04
JL)M
JQM
—
-F.f3.:PG:
SURVEY
3-03-05
JDM
JOB NO.: 8593
LEG END:
8
DELTA ANGLE
R.
= NOT RADIAL
r.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
:0�5
OFFSET
CL
- CENTERILINE
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
PX.
- PARKER KALON NAIL
F,F.
- FINISHED FLOOR
P�O,B.
= POINT OF BEGINNING
FND.
=FOUND
PAC.
- 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.SS.
= 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
BAD
v RADIAL
LLJ
�_ I
a
R/W
- RIGHT-OF-WAY
(2) = SET 5/8" IRON ROD
SAN.
= SANITARY
WITH CAP WITNESS
S.B.T.
= SOUTHERN BELL TELEPHONE
CORNER LB #6674
S.F.
- SQUARE FEET
a 1,0' OFFSET
T.O.B.
= TOP OF BANK
0 = ELECTRIC SERVICE
TYP.
= TYPICAL
= CATV
U.E.
= UTILITY EASEMENT
= LIGHT POST
U.L,P.
= UPLAND PRESERVATION
.0
- SET 5/8" IRON ROD WITH CAP NO. LB 6674
0
- FOUND 5/B" IRON ROD WITH CAP No. LB 6674
0
- FOUND PERMANENT CONTROL POINT
A
= SET P-K NAIL WITH DISK NO. LB 6674
,&
-_ FOUND P-K NAIL No. LB 6674
C)
= WATER SERVICES
D.<
- WATER VALVE
0
= SANITARY SERVICE
El
- FOUND PERMANENT REFERENCE MONUMENT 6674
000
4" DIAMETER CONC. MONUMENT
- EXISTING ELEVATION IN FEET
0.00 >
- PROPOSED ELEVATIONS IN FEET
h
= DRAINAGE FLOW INDICATOR
SCALE: 1" 20'
DESCRIPTION:
BEING ALL OF THE RECREATION AREA ACCORDING TO POD 6, P.U.1).
AT THE RESERVE, WILLOW PINES WEST AT PGA VILLAGE AS RECCRD�:�C
IN PLAT BOOK 42, PAGES 33, 33A AND 336, PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
WETLAND NO. 4
WLSIMACK�RIA
FRON
". t.�
REAR
ZONI
TECM—
/�O
7.5'
t_7
PROP�i.
POOL DgCK
R=25.00'
Ld
L= 1115032'20"
C;
L=50.41 0
C)
L6 2 CD
N85037'49"W 64.59' R/W
2' CONC. VALLEY CURSR4
S85037'49"E
SAN. M.H.
WILD QUAIL DR
P.C. �__14L
TDA — A.RPHAI I �� P.T.
�QRVEYOR'S REPORT: R-1
PAVEMENT
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 P-\500-599\B593\CAD\1_QT SURVEYS\135931sREC.o1wg 01/20/2004 �07t4l- 22 AM EST
I RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.,
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT. R/W
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 LINE OF WILD QUAIL DRIVE
WHICH BEARS S 85-37-49" E AND ALL BEARINGS. ARE RELATIVE TO PLAT.
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 ou IP%
11. IMPROVEMENTS IF ANYIMILAS;SHOWN.
12 DATE OF FIELD SVM'EY,;�JA 1�` *
!"pJpAR, 1%004
T
R=55.00'
A= 106'57'50" 10.01 i
RADIUS --\
POINT L= 102.68'
%
R 5 00'
A�,= 6 ��75�"
0
10
268
CONc r 8 y
CONC.CURB
1j, ro,
CO
CP
NOT VALI
LICENSED
7
RAISED SEAL OF A FLORIDA
- L e, - ,,,) L,-'
R AND MAPPER
MAP -OF DOUND�RY SURVEY
C I LIENT: RESERVE 'HOMES, LTD.
LB # 6674
L N
0 a 0 @ qp 0 a a
Lawesong, Noble & Webb5 loneew
E N 0 1 N 9 E R 8 - P L A N N F R 8 - 8 U R V E Y 0 n a
59014W Peacock Boulevard, SuRe 9. Porl Sf. Lucle, F)orldo 34986
(561) 878-1700 - fox: (561) 876-1802 efncil: Inw-jaslobw-inc.com
West Palm Bead I h - Part St. Lucia - Plantation
REVISION F2�P�G DATE BY CK-D DATE:
FOR REVIEW AND COMMENTS BY: JDM
REVISED BUIEDING N/A 2-llf2 JDM CK'D:
PG
JOB NO.: B593
LEGEND:
A = 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. IS SANITARY WITH CAP WITNESS
CATV = CABLE TV O.M.F_ = OVERHANG MAINTENANCE EASEMENT S.B.T. - SOUTHERN BELL TELEPHONE CORNER LB ill
C.B. - CATCH BASIN O.R.B. = OFFICIAL RECORD BOOK S.F. = SQUARE FEET o 1.0' OFFSET
C.B.S. , = CONCRETE BLOCK & STUCCO O/S = OFFSET T.O.B. = TOP OF BANK 0 = ELECTRIC SERVICE
(L = CENTERLINE C.S. - OPEN SPACE TRACT TYP. - TYPICAL IS CATV
&VEr =CONCRETE P.B. - PLAT BOOK U.E. - UTILITY EASEMENT LIGHT POST
C&I q IS COVERED P.C. = POINT OF CURVATURE U.L.P. - UPLAND PRESERVATION
D.E. ) = DRAINAGE EASEMENT P.C.P. - PERMANENT CONTROL POINT 0 = SET 5/8 IRON ROD WITH CAP NO. LB 6674
ELEV.�. - ELEVATION P.D.E. - PRIVATE DRAINAGE EASEMENT 0 = FOUND 5/8" IRON ROD WITH CAP No. LB 6674
E.O.P. = EDGE OF PAVEMENT P.G.E. = PRIVATE GAS EASEMENT = FOUND PERMANENT CONTROL POINT
E.O.W. = EDGE OF WATER P.K. = PARKER KALON NAIL = SET P-K NAIL WITH DISK NO. LB 6674
F.F. - FINISHED FLOOR P.O.B. = POINT OF BEGINNING = FOUND P-K NAIL No. LB 66T4
FND. - FOUND P.O.C. = POINT OF COMMENCEMENT 0 = WATER SERVICES
F.P.E. = FLOOD PLAIN EASEMENT P.P. = POWER POLE D4 = WATER VALVE
F.P.L. = FLORIDA POWER & LIGHT P.R.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 0 4" DIAMETER CONC. MONUMENT
- MANHOLE P.U.E. - PRIVATE UTILITY EASEMENT 00 EXISTING ELEVATION IN FEET
MON. - MONUMENT R = RADIUS
M.H. -
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIAL 0.00 > - PROPOSED ELEVATIONS IN FEET
A - DRAINAGE FLOW INDICATOR
20'
a 0
DESCRIPTION:
BEING ALL OF THE RECREATION AREA ACCORDING TO POD 6, P.U.D. I
cs
-;r AT THE RESERVE, WILLOW PINES WEST AT PGA VILLAGE AS RECORDED
IN PLAT BOOK 42, PAGES 33, 33A AND 338, PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
`10
WETLAND NO. A410,A
IU L
R=55.00' tol. r..
.0,
A=106057'50" 10.11 roN
RADIUS
POINT L=102.68' -0.
In 0 0
0
%
CONC.CURB ro. 7.5'
13PACK PAVERS 0
21.5' 15' D.E.
CONC-DECK ej
I i�) 20.o, 5.0' 6 7.51
0. N: b IV
cli P OL
SLA
36 1 c\j
R=25.00'
A=115*32'20" Uj 50
I :j 0
IS
N85037'49"W to R/W
64-59'
2'CONC. VALLEY CURBING
S A N. �MH.
WILD QUAIL DRIVE
. ........
P.C.
TRACT R-:1 T ------ � SPHALT
P.T.
SURVEYOR'S REPORT: PAVEMZN_T_::��
1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. 1;1
AND IS NOT ASSIGNABLE P,\500-599\B593\CA1l\L0T S1jRVEYS\B593tsREC.dwg 3/4/2005 10,16,24 AM EST
2 THE LARDS 5-0— HER" N
Q WERIE NO I ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT. R/W
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 LINE OF WILD QUAIL DRIVE
WHICH SEARS 5 8537'49" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
S. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHERWISE NOTED. D
.TM
�U
9. ELEVATIONS SHOWN,HEREON:ARE. BASED ON N.G.V.D. ADJUSTMENT OF 1929.
10. LANDS SHOWN HEREON LIE�WJTHIN'ZONE X ACCORDING TO THE FLOOD INSURANCE
RATE MAP PANEL�'NO:ii2O�85-0�T5F..,,,':-DATED AUGUST 19.1991 A
11. IMPROVEMENTS�IF"AN'f"wR-EO-A,S�SHOWN.)
12 DATE OF FIECE�.SLL�fVEY�"Jh�UARY:19.2604:
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
j 0 9 2907 LB # 6674 LNW
a
BLIC WORKS Lawson, Noble &-Webb, Inc.
.[CIE COUNW. FL ENGINEERS - PLANNERS - SURVEYORS
590 NW Peacock Boulevard, Suite 9, Port St. Lucia. Florida 34986
(561) 878-1700 - I= (561) STS-1802 - Small: Inw-psiolnw-inc.corn
West Palm Beach - Port St. Lucie - Plantation
NOT VALID
LICENSED 1
ANOTPE"ORIGINAL RAISED SEAL OF A FLORIDA
P,- 0-2
IAN D. MORRiSt". PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATIONJNO� 4731
W
ON �,MINNIKWRNRJAIIIIIIIIII'JOB NO.: B593