HomeMy WebLinkAboutBoundary Survey 6-30-172' VALLEY GUTTER PROJECT BENCHMARK
SET NAIL/TIN TAB (NO ID)
(TYPICAL) - EL=100.00 (ASSUMED)
CALCULATED
T20' CONIFER DRIVE 9g 86 POSITION
ASPHALT ASPHALT -
374.57'
1pp (60' R�W) gg 6�
O b
°�°'� moo° S89°09'18"E °� o
6 5.0 0' 1\00 100.o
R%W LINE 10' D.U.E. ® R/W LINE
FND IR (NO ID)
(0.1' NORTH,
0.1' WEST)
10, 2'
MIN. SLE-713ACK PE'€,XI
W
R=
FRONT LO
TING
EN CE
54
o
FF =
01.97
O
F
SID .S
O
Ln Ln
CNR SIDE
O
I
O
REAR
s
z
o
w
J �>
of
oE
22.3' d CO
i�
PROPOSED
`WALK
COVERED
4.0' 7 ENTRY
6.3' 18.7'
00 LOT 53
PROPOSED
RESIDENCE
PROPOSED 00
MINIMUM FFE=101.67 4
Q/ S
12.77 A '
N Q.
J5.3---
10.0' COVERED
PATIO
me
FND IR (NO ID)
(0.2' NORTH,
0.5' WEST)
12.V
N
W E
S
SCALE ! 1 "=30'
100.0
EXISTING
N O
RESIDENCE
O
LOT 52
"
00
LO
o�
FFE=101.60
TEC 1
10.2'
FND IRC 4286 _ a __�^: a opy
(0.1' SOUTH, LEGEND
0.2' WEST)
%Q 9'9 C7 A = CENTRAL ANGLE
6 9 10'. D.U.E. gg' gg 5 R = CURVE RADIUS
-�-OHU OHU OHU L = CURVE LENGTH
" (c) = CALCULATED
99 6' N89°09 18 W FND IRC 4286 (P) =PLAT
CERTIFIED TO: 65.00' (0.1' WEST) FND = FOUND
99 IR = 5/8" IRON ROD
GHO MEADOWOOD CORPORATION UNPLATTED ACREAGE s IP = ,/° IRON PIPE
OHU =OVERHEAD UTILITIES
DESCRIPTION FFF = CONCRETE MONUMENT
E =FINISH FLOOR ELEVATION
LOT 53, FIRST REPLAT IN MEADOWOOD UNIT 3, ACCORDING TO THE PLAT THEREOF, AS RECORDED PKD = PK NAIL AND DISK
IN PLAT BOOK 38, PAGE 27, 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 0.22 ACRES, MORE OR LESS. R/W = RIGHT-OF-WAY
SURVEY NOTES O = EXISTING WELL
• = AT&T PEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida ® = WATER METER
Professional Land Surveyor. rQ, = WOOD POWER POLE
2. Description provided by client and/or their agent. C- = GUY ANCHOR
3. The lost date of field work was June 29, 2017. 0 = SET IRC LB 7056
4. Underground improvements and foundations were not located as part of this survey. CONG = CONCRETE
5. Bearings shown hereon are based on the South R/W line of Conifer Drive, bearing IRC = #5 IRON ROD & CAP
S89'09'18"E, per plat. All bearings are relative thereto. D.U.E. = DRAINAGE AND UTILITY EASEMEI
6. All boundary_ information shown IS calculated per plat, unless otherwise shown. -X- = 6' VINYL FENCE
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. 0 = CABLE TELEVISION BOX
8. Additions or deletions to survey maps or reports by other than the signing party or O = ELECTRIC SERVICE BOX
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
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: L
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RIG
REVISION DESCRIPTION DATE
REF. JOB NO. DRAWN BY DATE DRAWING NO.
17.1850-106 MWH 6/29/17 17.1850-106
F.B.,PG. CALCULATED BY SCALE SHEET NO.
16-245/43 RCL 1"=30' 1 OF 1
^ r
LAVENTWRE4,'FLORIDA P.L.S. #5209 DATE
BOUNDARY SURVEY
PREPARED FOR
GHO MEADOWOOD -CORPORATION
LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
774 W. MIDWAY ROAD
FORT PIERCE, FLORIDA 34982
LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX
FrA