HomeMy WebLinkAboutBOUNDARY SURVEYJECT
vv.� rM SET ONAIL/TIN TAB BENCHMARK(NOID)
CALCULATED �$�udeCo UntV EL=100.00 (ASSUMED)
POSITION 1p�02MARGARET, NE ANN LA20'
124.96' g9� (60� RAW) �Op�[x ASPi
FND IP (NO ID) -0(0.1' NORTH, o
0.1' EAST) Ire
R/W LINE - x
x -
FENCE TIE
(1.4' SOUTH,
0.5' EAST)
W
0-
O
0
Lo
10. 7'
O O
LOT 8: O o
FFE=104.49 O
Z
z
OF
FENCE TIE "
(2.0' NORTH,
1.7' EAST)
FENCE TIE
(0.4' WEST)
FND IP (NO ID)
(0.1' SOUTH,-,
0.1' WEST)
10.4'
�h 21.4'
0
w
w N
U�U0
co z� z Sri
U
Cn L 0
x� w
wzwLL
Q O:� LL
r:7
�1
23.7' 1
1
CONC
10, U.E.
90°00'00"E
75.00'
- x x
LOT 7
BLOCK 1
j13.5T
0 0 I
Lj w i,
wwry Ir
>O:fO I(
oV) I CONC DECK
20.2
ETA
z oo SHEDL
C) 10F2.17
-27.1'
CISTINI
POOL
I
\--FENCE TIE R/W LINE
(1.8' SOUTH,
0.3' EAST)
0-
O 0
O
O
0 LOT 6
0 FFE=104.65
;ENCE TIE
(1.4' NORTH,
- 0.6' EAST)
FND IP (NO ID)
�(0.2' WEST)
MIN. SETBACK R�l N90°00'00"W xQ1
FRONT -� �- -��� 75.00 �'
SIDES
CNR SII s _-�o�� N o�R' LEGEND
REAR UN PLATTED
ZNG. I A =CENTRAL ANGLE
ACREAGE R = CURVE RADIUS
TECH.- L = CURVE LENGTH
(C) = CALCULATED
W (P) = PLAT E
FND = FOUND
CERTIFIED TO: ' IR = 5/8" IRON ROD
IP = 1/2" IRON PIPE
JACKSON M. PHILLIPS AND LEAH G. PHILLIPS FPL = FLORIDA POWER AND LIGHT
CHU = OVERHEAD UTILITIES
CM = COCRETE MONUMENT
SCALE : 1 =30' F E = FINISH FLOOR ELEVATION
DESCRIPTION PKD = PK NAIL AND DISK
LOT 7, BLOCK 1, GREEN ACRES SUBDIVISION, ACCORDING TO THE PLAT THEREOF, P.L.S. - PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS
AS RECORDED IN PLAT BOOK 16, PAGE 10, OF THE PUBILIC RECORDS P.B. = PLAT BOOK
OF ST. LUCIE COUNTY, FLORIDA. R/W = RIGHT-OF-WAY
SAID LAND CONTAINS 0.17 ACRES, MORE OR LESS. * = STREET LIGHT
0 = CABLE TELEVISION BOX
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. I rQ� = WOOD POWER POLE
2. Description provided by client and/or their agent. ® = EXISTING WELL
3. The last date of field work was October 16, 2018. ]j = GUY ANCHOR
4. Underground improvements and foundations were not located as part of this survey. O = FND IP (NO ID)
5. Bearings shown hereon are based on the South R/W line of Margaret Ann Lane, bearing CONC =CONCRETE
S90'00'00"E, as monumented. All bearings are relative thereto. IRC = ya IRON ROD & CAP
6. All boundary information shown is calculated per (plat, unless otherwise shown. D.U.E. = DRAINAGE AND UTILITY EASEMENT
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. U.E. = UTILITY EASEMENT
8. Additions or deletions to survey maps or reports by other than the signing party or -x = 3' CHAIN LINK FENCE
parties is prohibited without written consent of the signing party or parties. ALUM = AL MIUMFENCE
9. Ownership of fences is unknown.
10. All elevations are based on an assumed datum.
I loll
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 BY:
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHARD C. LAVENTURE-r FLORIDA P.L.S. #5209 DATE
REVISIONI DESCRIPTION 'DATE
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO.
18.3141
MWH
10/17/18
18.3141
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
18-252/58
RCL
1 "=30'
1 OF 1
BOUNDARY SURVEY
PREPARED FOR
JACKSON & LEAH PHILLIPS
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945
LB 7056 (772) 398-6430 PHONE (772) 39B-6426 FAX