HomeMy WebLinkAboutSURVEYSII 2 VALLEY GUTTER rrwuu.I Ur NUMMAKK
/TVPIf el l_ /- -.
SET NAIL/TIN TAB (NO ID)
_
MIN
lei 117
ZNG.,
TECH
$CONI FE DRIVE
6 99
ASPHALT
6 (60 R/W) 99
R/W LINE
LSEP 2 7 2019
ST. Lucie County, Perrr
LOT 68
(VACANT)
Jo\ ,
0
LLJ
LOT 69
�
(VACANT)
O
LOT 103
0O
(VACANT)
LO
:TBACK REQ.
o
vt�
z
CALCULATED
POSITION
1284.57'
S89'09'18"E o o.
65.00' ° o
10' D.U.E. R/W LINE
0
w
N V1 1
ao SCANNED
12.5' 0 `o BY
m St. Lucie County
LOT 66
b DI (VACANT)
1.7' PORCH
4.0' %;Z&' 12 5' LOT 65
(VACANT)
°,�o LOT 64
LOT SE AN
PROPOSED
RESIDENCE �
PROPOSED
FFE=101.67 q 04 " N
1� a �} OO
O O
1 __ _� 12.5' P LC)
COVERED O W E
PATIO V)
S
SCALE : 1 "=30'
`3- 9
LEGEND
1 1
J�q'• 00
• SPOIL 9
10' D.U.E. .�05 ,SON
A
R
=CENTRAL ANG E
= CURVE -RADIUS
OHU OHU HU-
L
CURVE'IENGTH
N89'09'18"W
(C)
= CALCULATED 'P
CERTIFIED TO: 65.00'
(P)
FND
- PLAT
=FOUND
JO
GHO MEADOWOOD CORPORATION °`.1' 03
IR
IP
= 5/e" IRON ROD
= 1/2" IRON PIPE
No UNPLATTED ACREAGE
OHU
= OVERHEAD UTILITIES
DESCRIPTION
CM
CONCRETE MONUMENT
FFE
FINISH FLOOR ELEVATION
LOT 67, FIRST REPLAT IN MEADOWOOD UNIT 3, ACCORDING TO THE PLAT THEREOF, AS RECORDED PKO
= PK NAIL AND DISK
IN PLAT BOOK 38, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
P.LS.
= PROFESSIONAL LAND SURVEYOR
LB
= DCENSED BUSINESS
SAID LAND CONTAINS 0.22 ACRES, MORE OR LESS.
P.B.
R/W
=PLAT BOOK
= RIGHT-OF-WAY
SURVEY NOTES
®
=EXISTING WELL
1. This survey is not valid without a signature an original embossed seal of a Florida
Q
®
= AT&T PEDESTAL
= WATER METER
Professional Land Surveyor.
2. Description provided by client and/or their agent.
3. The last
rQ,
p
= wooD POWER POLE
= WO IRC W loss
date of field work was Novemb�l5, 2018.
4. Underground, improvements and foundations were not located as this
CONIC
= CONCRETE
port of survey.
5. Bearings shown hereon are based on the South R/W line of Conifer Drive, bearing
IRC
D.U.E.
= #5 IRON ROD & CAP
= DRAINAGE AND UTILITY EASEMEI
S89'09'18"E, as monumented. All bearings are relative thereto.
X--
6' MNYL FENCE
6. All boundary information shown is calculated per plat, unless otherwise shown.
0
= CABLE TELEVISION BOX
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12.
7x
= FIRE HYDRANT
B. Additions or deletions to survey maps or reports by other than the signing party or
In
=WATER VALVE
parties is prohibited without written consent of the signing party or parties.
9. All elevations shown are based on an assumed datum.
NSL
NORTH S
= T. LUCIE RIVER WATER
NORTH DISTRICT
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/Oft EASEMENTS OF RECORD. SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONBRMED BY BY:
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. III
REVISION
DESCRIPTION
DATE
1
REVISE PROPOSED RESIDENCE (NEW MODEL)
8/9/19
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO.
18.1850-157
MWH
11/16/18
18.1850-157
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
GPS
RCL
1"=30.
1 OF 1
=I,
BOUNDARY SURVEY
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
2' VALLEY GUTTER rSET NAIL/TIN TAB (NO ID)
CALCULATED
CONIFE DRIVE POSITION--\
(60RAW) r 1284.57'
S89'09'18"E o
65.00'
R/W LINE
_ _
MM R/W LINE
10' D.U.E.
— —
SCANNED
L0—
_
- RECEIVED
N
BY
St. Lucie County
DEC 19 2019
�r
date t L Cie Co Pt
12.5'
ST. Lucie County, Permitt ng
N
A jdjt. �(
AprOyed/%
LLJ
4.0' 17.0' 12.5'
3�. LOT 66
LOT 68 CINI
^p LOT 67
-
LC)
EXISTING
FOBDS c4
TOP OF FORMS ci14-
OO
O
L0
EL=101.71
O
p Ln
O
z
0
o N
13.4' It
Y)
0 10.4,
16.2' 0 12.5'
12.5'
W E
S
SCALE : 1"=30'
LEGEND
—
1
A CENTRAL ANGLE
R = CURVE RADIUS
+-OHU
OHU
OHD.U.E.
DHUy
L =CURVE LENGTH
CERTIFIED TO: N89'09'18"W
CULATED
(P) =PLAT
GHO MEADOWOOD CORPORATION 65.00'
IRO - 5/8-IRON ROD
Q ` -�4-�
P = 1/2' IRON PIPE
�RMI
# UNPLATTED ACREAGE
oHU = OVERHEAD UTILITIES
D E S C R I P TI O N
CM = CONCRETE MONUMENT
FFE FINISH FLOOR ELEVATION
LOT 67, FIRST REPLAT IN MEADOWOOD UNIT 3, ACCORDING TO THE PLAT THEREOF, AS RECORDED PKD = PK NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
IN PLAT BOOK 38, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
LB = LICENSED BUSINESS
P.B. PLAT BOOK
SAID LAND CONTAINS 0.22 ACRES, MORE OR LESS.
R/W = RIGHT-OF-WAY
ENOSTING WELL
SURVEY NOTES
OO AT&T PEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida
® WATER METER
Professional Land Surveyor.
CO, = WOOD POWER POLE
2. Description provided by client and/or their agent.
0 = SET IRC Le 7056
3. The last date of field work was December 18, 2019 (F.B. 19-258/5).
GOING - CONCRETE
4. Underground improvements and foundations were not located as part of this survey.
IRC - y5 IRON ROD & CAP
5. Bearings shown hereon are based on the South R/W line of Conifer Drive, bearing
D.U.E = DRAINAGE AND UnUTY EASEMEI
S89'09'18"E, as monumented. All bearings are relative thereto.
-X-- s' VINYL FENCE
6. All boundary information shown Is calculated per plat, unless otherwise shown.
® = CABLE TELEVISION BOX
7. Property lies in Flood zone "X", per map 12111CO160 J, dated 2-16-12.
V - FIRE HYDRANT
8. Additions or deletions to survey maps or reports by other than the signing party or
A = WATER VALVE
parties is prohibited without written consent of the signing party Or pertles.
NSLRWCD = NORTH ST. LUCIE RIVER WATER
9. All elevations shown are based on an assumed datum.
CONTROL DISTRICT
II LANES SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, I I k% `'v �! ` _ AZ17
RESERVATIONS, AGREEMENTS. ANT/OR EASEMENTS OF RECORD. SUCHINFORMATION. IF DESIRED. SHOULD BE OBTAINED AND CONFIRMED BY BY.OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHARD C. LAVENTUR LORIDA P.L.S. #55209-.
RC VIJIUIV 1
UCaURIr I,u,V
I UHIC
BOUNDARY SURVEY
1
REVISE PROPOSED RESIDENCE (NEW MODEL)
3/9/19
2
FORMBOARD TIE-IN SURVEY
12/18/19
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTURE & ASSOCIATES, INC.
SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
7056 (772) 398-6430 PHONE (772) 398-6426 FAX
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO.+L8
18.1850-157
MWH
11 /16/18
18.1850-157PROFESSIONAL
F.B.,PG.
CALCULATED B
SCALE
SHEET NO.
GPS
RCL
1"=30'
1 OF 1