HomeMy WebLinkAboutBoundary Survey 1-14-2022QUO! "<<
2' VALLEY GUTTER PROJECT BENCHMARK
(TYPICAL) SET NAIL/TIN TAB (NO ID)
EL=100.00 (ASSUMED)
FND ND
(NO ID) K N OLLWOOD LANE
—
335.98'
(60' R/W)
20'ASPHALT
0
0
S89110'32"E
po
— _ 100.00'
R/W LINE
—
O 10' D.U.E.
R/W LINE
FND
N ¢>
IR (NO ID)
(0.4' NORTH,
a_
0.3' EAST)
2.8' 2.8'
20.0' 7.2'0�07.1' T
LLJ
CONC -�� - COVERED
�N
O SLAB N PAVERS
LOT 3 O 7'
o-) I �11-4,
O 3 5 N 16.0' 19.9'
�N
13.4'd I
h
O 25 "� 6. 4'
I
z LOT 4 Li�p0'
N `�
LOT 5
I EXISTING
o
moo ® RESIDENCE
- -
FFE=101.71 CO
N O
E
1.3' 16.04
O
NW
COVERED i"
27.2' I
AE15.8'
O
(n
-Rof199
S I 1718.19.9i
SCALE 1"=30'
�
—
70 —N—
O
10' D.U.E.
�00
N89'10'32"W
100.00'
LEGEND
= CENTRAL ANGLE
R = CURVE RADIUS
TRACT 1
CERTIFIED TO.
L = CURVE LENGTH
(C) = CALCULATED
SANDRA B. SMALLEY AND RAYMOND W. SMALLEY
(P) = PLAT
USAA FEDERAL SAVINGS BANK, AND/OR THE SECRETARY OF VETERANS AFFAIRS, ISAOA/ATIMA
FND = FOUND
SUPREME TITLE SOLUTIONS, LLC
IR = 5/8" IRON ROD
CHICAGO TITLE INSURANCE COMPANY
IP = 1/2" IRON PIPE
OHU = OVERHEAD UTILITIES
= CONCRETE MONUMENT
DESCRIPTION
F
FFE =FINISH FLOOR ELEVATION
LOT 4, MEADOWOOD UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED
PKD = PK NAIL AND DISKP.L.S. = PROFESSIONAL LAND SURVEYOR
IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
LB = LICENSED BUSINESS
SAID LAND CONTAINS 0.28 ACRES, MORE OR LESS.
P.B. = PLAT BOOK
R/W = RIGHT—OF—WAY
SURVEY NOTES
® = EXISTING WELL
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.
cob = WOOD POWER POLE
2. Description provided by client and/or their agent.
p = FND IRC LB 7056
3. The last date of field work was January 12, 2022 (Sketch).
CONIC = CONCRETE
4. Underground improvements and foundations were not located as part of this Survey.
IRC = #5 IRON ROD & CAP
5. Bearings shown hereon are based on the South R/W line of Knollwood Lane, bearing
D.U.E. = DRAINAGE AND UTILITY EASEMEN'
S89°10'32"E, as monumented. All bearings are relative thereto.
x- = 6' VINYL FENCE
6. All boundary information shown is calculated per plat, unless otherwise Shown.
OO = CABLE TELEVISION BOX
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12.
® = IRRIGATION WELL
8. Additions or deletions to survey maps or reports by other than the signing party or
= WATER VALVE
parties is prohibited without written consent of the signing party or parties.
9. All elevations shown are based on an assumed datum.
�p0� = EXISTING ELEVATION
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
BY.
RICH RD Cr LAVENTURE, 0 .S. #5209 DATE
REVISION
DESCRIPTION
DATE
1
FORMBOARD TIE-IN SURVEY
4/12/21
2
FINAL SURVEY
11/12/21
3
RE—CERT; ADD DRAINAGE AS —BUILT ELEVATIONS
1/12/22
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO,
20.1850-308
MWH
1/4/21
20.1850-308
F.B.,PG.
CALCULATED BYI
SCALE
SHEET NO.
GPS
RCL 1
1 "=30'
1 OF 1
BOUNDARY SURVEY
PREPARED FOR
SANDRA & RAYMOND SMALLEY
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