HomeMy WebLinkAboutBoundary SurveyPROJECT BENCHMARK F�cB v86
SET NAIL/TIN TAB (NO D)
FIND NO EL=100.00 (ASSUME
(NO ID) '00.19 KNOLLW00 LANE20. $6,
a,, p,
99' 4q
51.00' 9993 (60' RAW) ASPHALT g2 -
R=25.00 99'
A=42'50'00" o ❑
0 2' VALLEY GUTTER
R=50.00 L=18.69 0 001" N89`10'32"IN ® (TYPICAL)
0=15'42'45" 1 85.00' 1005
L=13.71 701.E l�v�' �> 10' D.U.E. �Oo R/W LINE
7D2.z F oo� 5�1 oo _ _ A
0 Of
Of
R/W LINE2.7' 2.7' a�
26.6' -
FND 4"X4" CM 7.27.2
(NO ID) C N COVERED
(0.3' NORTH, _
�i ENTRY 0.4' EAST) 11.31 0.7' LOT 2
3.5 15.7' 26.6' (VACANT)
N
13.5 'a LOT 3
�•
LOT 61 �og. w 3.3' 6.5 �� FFE=102.16
(VACANT) I LOT 1 I W
o PROPOSED'
ROPOSED 701.�• o
LOT 60 00 RESIDENCE Do -
PROPOSED
(VACANT) N O La I PROPOSED I m N O N
Ln FFE=102.00 0)
LOT 59 0 ri d- CD
(VACANT) O O I 1.3' 16.4' I O N
O 27 0' COVERED CD
LANAI_ a' 15.7' 1n! E
1.7' -18.0
S
�O.61 y.I u,uC1 Ate" , 1 D.U.E. 1013 SCALE . 1"=30'
100 6
,03 PROW *10'32"E
13.20' LEGEND
,O CNIR SIDES C. 'Yoo� R - CURVEARADUSLE
REA
IL, ITRACT 1 - L CURVE LENGTH
J _ (C) CALCULATED
(P) = PLAT
CERTIFIED T0: FND = FOUND
IN = 5/8-IRON ROD
GHO MEADOWOOD CORPOR T1FSIH IP = 1/2- IRON PIPE
CHU - OVERHEAD UTILITIES
DESCRIPTION CM -FINISHCONCFLOOTE R
ELEVATION
DESCRIPTION FFE -FINISH FLOOR ELEVATION
LOT 1, MEADOWOOD UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED PKD = PK NAIL AND DISK
IN PLAT BOOK 32, PAGE 18, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.L.S. = PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS
P.B. - PLAT BOOK
SAID LAND CONTAINS 0.31. ACRES, MORE OR LESS. R/W - RIGHT-OF-WAY
SURVEY NOTES O = 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 LB 7056
3. The last date of field work was October 29, 2019. CONC = CONCRETE
4. Underground improvements and foundations were not located as part of this survey. IRC - p5 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 EASEMENT
N89'10'32"W, as monumented. All bearings are relative thereto. X- - 6• VINYL 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. ❑ = CATCH BASIN
S. Additions or deletions to survey maps or reports by other than the signing party or A = WA R VALVE
parties is prohibited without written consent of the signing party or parties. NSLRWCD NORTH ST. LUCIE RIVER WATER
9. All elevations shown are based on an assumed datum. CONTROL, DISTRICT
LANES SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, O� r_ / e
LANDS SHOWN. AGREEMENTS AND/OR EASEMENTS OF RECORD. SUCH /'Jr�7-i
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY gy, ^
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. ICHARD C. LAVENTURE, LORIDA P L.S. #52�09-. DATE
REVISION
DESCRIPTION
DATE
BOUNDARY SURVEY
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE D
LB 7056 FORT PIERCE, FLORIDA 34945
(772) 398-6430 PHONE (772) 398-6426 FAX
REF. JOB N0.
DRAWN BY
DATE
DRAWING NO
19.1850-223
MWH
1070/19
19.1850-223
F.B.,PG.
ALCULATED BY
SCALE
SHEET N0.
CPS
RCL
1"=30'
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