HomeMy WebLinkAboutUNPLATTED SURVEY-A
0 5 15 30 60 90
SCALE: 1" = 30'
DESCRIPTION:
BEING ALL OF TRACT 3, ACCORDING TO POD 20C AT THE RESERVE, P.U.D. II - CASTLE
PINES, AS RECORDED IN PLAT BOOK 43, PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
UNPLATTED = Y
I/J O
N �
FORMBOARDS PROPOSED PROPOSED
CONDOMINIUM (#49) -u o CONDOMINIUM (#50) o o CONDOMINIUM (#51) o
o F.F. ELEV. = 30.56 0 o o F.F. ELEV. = 30.25 0 o F.F. ELEV. = 30.00 0
N89012'40"E 575.37'
o
m 25.14' L- 25.15'
�_ 49.97'
15 .3' PROP. 155 33' � 155 33' �
Z a c a a a a
D p 28.87 28.59 28.43 28.11 28.07 A 28.20 28.26 28.46 TRACT 3
0
28.83 v
�p io PROP. CONC. WALK(TYP) iv
PROP. - PROP -'--- ------ to o -
- --
29.03 10' U.E. ASPHALT PARKING 27 85 ASPHALT
-I-- ------ Lo
N N- W ,' BP ° P>--_- SANDSH_0-T_COUR_T-------- --------------- 4 .s '
W 29.19 pQ ��\C� / - 1 26' I.E.E., D.E. & U.E. - 's - - -PROP. 28.5 30.00' a
QQ i QP w/ / 27.92 SAN. M.H. (TYP) v �D
Q� 8.71
/gQ PgQ � - - -PROP.- - - 10' U.E.-) PROPOSED
ASPHALT PARKING-pl \\ / 28.55 o CONDOMINIUM 452)
LQQp��r3 OK PROP. CONC. WALK(TYP) I28 2867 �"'�"Y ti F.F. ELEV. = 30.90
8.7
28.58 bb 28.30 28.14 ! o
PROP. 29.05 2 .57 8.17 O
TYPE "D" CURBING i w 0
29.08 �'p, / / I 29.99' 00
R=57.00'
SURVEYOR'S NOTES: �La01.18'
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.
INC., IN WRITING.
7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE PLAT OF
POD 208 AT THE RESERVE, P.U.D. II - CASTLE PINES WHICH BEARS N06°44'40" W
AS SHOWN ON SAID PLAT AND ALL BEARINGS ARE RELATIVE THERETO.
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 [NSURANCE RATE MAP
PANEL NO. 120285-0275F, DATED AUGUST 19, 1991.
11. BASE BENCHMARK: F.C.E. 1420 - CORPS ENGINEERS BRONZE DISK SET IN TOP OF A 5-INCH ROUND POST
5.0 FEET WEST OF C-24 CANAL RIGHT-OF-WAY, 1200 FEET +/-, NORTHWEST OF THE FLORIDA EAST
COAST RAILWAY RIGHT-OF-WAY SECTION 29, TOWNSHIP 36 SOUTH RANGE 39 EAST, 136.5 FEET SOUTHEAST
OF POWER POLE NO. 57. ELEVATION = 22.59
12• DATE OF FIELD SURVEY: FEBRUARY 24, 2003
CERTIFICATION:
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
MORRIS, PROFESSIONAL SURVEYOR AND MAPPER
'EGISTRATION NO. 4731
7 Q� / 155 33'
66 I� HP
29.60
TRACT 3
/ 28.94 \ \ I • /
\ I
N78°58' » m
\ �,� - 9.12 /
RAp 27 W 100.060
\ S89°40'34"W 142.48'
\ o 0 0 _ PROP.- -
`\ PROPOSED p 29.32 PARKING 2
O.S.T. NO. 2 CONDOMINIUM (#55) o
L
= DELTA ANGLE
L
= ARC LENGTH
3.E.
= BRIDLE PATH EASEMENT
3.M.
= BENCH MARK
BS
= BELLSOUTH TELEPHONE
-ATV
= CABLE TV
C.B.
= CATCH BASIN
C.B.S.
= CONCRETE BLOCK & STUCCO
= CENTERLINE
C.M.
= CONCRETE MONUMENT
ONC.
= CONCRETE
OV.
= COVERED
).E.
= DRAINAGE EASEMENT
ELEV.
= ELEVATION
E.O.P.
= EDGE OF PAVEMENT
E.O.W.
= EDGE OF WATER
=.F.
= FINISHED FLOOR
END.
= FOUND
F.P.L.
= FLORIDA POWER & LIGHT
I.E.E.
= INGRESS/EGRESS EASEMENT
IQ
= QUALITY IRRIGATION
M.H.
= MANHOLE
AEAS.
= MEASURED
AON.
= MONUMENT
V.G.V.D.
= NATIONAL GEODETIC VERTICAL DATUM
D.R.B.
= OFFICIAL RECORD BOOK
D/S
= OFFSET
D.B.
= PLAT BOOK
D.C.
= POINT OF CURVATURE
D.C.P.
= PERMANENT CONTROL POINT
D.D.E.
= PRIVATE_ DRAINAGE EASEMENT
'.K.
= PARKER KALON NAIL
I.O.B.
= POINT QF BEGINNING
\ F.F. ELEV. = 30.50 �; 22.49'
\ -4
\ 13.68'
�600
P.P. = POWER POLE
PERMANENT REFERENCE MONUMENT
PROP. = PR POSED \\ PROPOSED
P.T. = POINT OF TANGENCY \\ CONDOMINIUM (#54)
RAD. =RADIAL o0
R = RADIUS \ F.F. ELEV. = 31.00 moo'
RES, = RESIDENCE `\
R/W = RIGHT-OF-WAY \
SAN. = SANITARY \
S.F. = SQUARE FEET `
T.O.B. = TOP OF BANK \\ UPLAND
TYP. = TYPICAL \\ PRESERVATION
U/C =UNDER CONSTRUCTION \
U.E. = UTILITY EASEMENT \ EASEMENT NO. 4
= FOUND P-K NAIL AND DISK (PCP 3864) \
= FOUND 4"X4" C.M. & DISK (PRM LNW LB 6674) \
® = FOUND 4"X4" C.M. BROKEN & REPLACED WITH `
SET 4" DIAMETER C.M. & DISK (PRM LB 6674) `\
OO = SET 4" DIAMETER C.M. & DISK (PRM LB 6674) `
= SET P-K NAIL WITH DISK (PRM LB 6674) \
D4 = WATER VALVE \
(3) = SANITARY MANHOLE \\
El = YARD DRAIN `
o = BELLSOUTH PEDESTAL \
= FIRE HYDRANT `
yy \
0.00 \
� = EXISTING ELEVATION IN FEET
0p 00 = PROPOSED ELEVATION IN FEET
Lq
cd
PROPOSED
16 CONDOMINIUM 453)
n F.F. ELEV. = 31.00
'�p•O 'O
°37'09"W N44°36'25"W ��
37.55' 37.55'
TRACT 3
54.31'
I
I
O.S.T. NO. 2
I
I
V)
Lv
�
T
Z
03
W
LL
>
O
N
i. f
Q
LLJ
L,LI
cr-
U
C)
m
q
�
C)
Lu
a
`t
o
0
0
n
m
�r
0
z
�
w
o
o
F i
H
>
co
c
�
z
O
U
z
w
z
W
oF-
J
F'
H
m
w
Uom
Q
d
w
w
I�
0
0
o
n
UJ
J
U
I o
Ld
m
�
Q
�-
Y
(n0mu
kdo
d'
®
•
� O f
zw
•>
,,,� m [
cs
•
c
•
w C
z y
z
(L
•
� c
•
® w
z
•
w
uw c
® z
c
3 z u
•
Mw
J
SEAL
FILE
B652
SHEET 2 OF