HomeMy WebLinkAboutBoundary SurveyPROJECT BENCHMARK
SET NAIL/TIN TAB (NO
ID) 2' VALLEY GUTTER
EL=100.00 (ASSUMED)
(TYPICAL)
CALCULATES
POSITION
C0 N I F•E R DRIVE gg a8
.
20'
122.83'
9C3.94
g gh (6 0' RAW) 99 8g
ASPHALT
FND IRC 7055
0
0
(0.1' NORTH,
S89°09'18"E
FND CM 4286
0.1 EAST)
96.33'
(0.1' NORTH)
R/W LINE
5 ro
10' D.U.E. ow
99 �p R/W LINE
O
o• o•
En
0 of
°-0
g,
N O_
I
IN. SETBACK REQ.
IZ -
2.7' 2.7'
ONT�
18.2' 7.3'o7.3'
DES
ho
r N COVEREDLR
SID
N ENTRY
LESS THE
AR
11.3 7'
EAST 3.67'
G.
I 3'5' cv 15.7 18,2'
13.5
LOT LINE LOT 69
CH.
cD
3.3' 6.5 �
PER PLAT
( ) (VACANT)
M
?68
LOT 103
LOT
All
102 '
LLJ
o PROPOSED o 9 w
RESIDENCE '\0
(VACANT)
NTLOT
°
(VACANT) N ^
0 PROPOSED �
I
0� LOT 67
1 (VACANT)
LOT 101 O
FFE=101.67 0
(VACANT) O
1.3' 16.4'
N N
LOT 10j Ln
COVERED I'
'd 00
VACANT O
27 0' LANAI rn 15.7'
O
Z,
18.2' 18.2'
U-) O
LO
I
o W E
�o
d
11`L 9
,�o`L
ti S
'
I
0SCALE 1 =30
FND IRC 7055
(0.2' NORTH,
SPOIL
PILE
0.2' EAST)
7p %p
5 LEGEND
%po
Z1\dCjA = CENTRAL ANGLE
1 0' D.U.E.
R = CURVE RADIUS
L = CURVE LENGTH
(C) = CALCULATED
CERTIFIED TO:
18" W FND CM 4286 p
70 (0.2' NORTH, o�
(P) = PLAT
FND = FOUND
GHO MEADOWOOD CORPORATION
GHO MEADOWOOD CORPORATION
�2, IR = 5/8" IRON ROD
96.33 0.1' WEST) \\-\7p� IP = I/z° IRON PIPE
UNPLATTED ACREAGE
= OVERHEAD UTILITIES
DESCRIPTION
CM
F = CONCRETE MONUMENT
FFE =FINISH FLOOR ELEVATION
LOT 103, LESS THE EAST 3.67 FEET, MONTE CARLO COUNTRY CLUB -UNIT 2, ACCORDING TO
THE PKD = PK NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
PLAT THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 26, OF THE PUBLIC RECORDS OF
LB =LICENSED BUSINESS
ST. LUCIE COUNTY, FLORIDA.
P.B. = PLAT BOOK
SAID LAND CONTAINS 0.33 ACRES, MORE OR LESS.
R/W = RIGHT-OF-WAY
® = EXISTING WELL
SURVEY NOTES
Q = AT&T PEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida
® = WATER METER
Professional Land Surveyor.
Q) =WOOD POWER POLE
.
2. Description provided by client
and/or their agent.
0 = SET IRC LB 7056
3. The last date of field work was November 7, 2019. CONC = CONCRETE
4. Underground improvements and foundations were not located as part of this Survely. IRC = #5 IRON ROD & CAP
5. Bearings shown hereon are based on the South R/W line of Conifer Drive, bearing D.U.E. = DRAINAGE AND UTILITY EASEMENT
S89'09'18"E, as monumented. All bearings are relative thereto. x- = 6' 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. =FIRE HYDRANT
'x
8. Additions or deletions to survey maps or reports by other than the signing party or .= ATER:VALVE
parties is prohibited without written consent of the signing art or parties. P P 9 9 party P NSLRWCG .. �NORT4 ST. LUCIE RIVER WATER
9. All elevations shown are based on an assumed datum. _. COTROL DISTRICT
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH /J�
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY: ^' �j
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHARD C. LAVENTURE, PCORIDA P. .S. #5209` DATE
REVISION DESCRIPTION DATE 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
REF. JOB NO.
19.1850-227
DRAWN BY
MWH
DATE
11/11/19
DRAWING NO.
19.1850-227
F.B.,PG.
CPS
CALCULATED BY
RCL
SCALE
1 "=30'
SHEET NO.
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