HomeMy WebLinkAboutR Doty SurveyFND NAIL
(NO ID)
CD CD
00 CO
30.00
y < o
LO o
□- UJ LlJ
OWNERSHIP NOTE; LOT 10 (EXISTING RESIDENCE) AND LOT 11 (PROPOSED
GARAGE) ARE UNDER THE SAME OWNERSHIP
LOT 10
EXISTING RESIDENCE
FFE=102.56
cr
FENCE TIEx^(0.6' SOUTH)
N89°56'49"E
125.11'(C)
125.00'(P)
FENCE TIE
(0.4' SOUTH,0.1' WEST)-
^FND IRC(ILLEGIBLE)
(0.2' SOUTH)
LOT 11
BLOCK 57
-69.9
FND IP (NO ID)-(0.2' SOUTH)
1 1/ FENCE TIE1/ (0.4' NORTHW
40.0
o PROPOSED
o BUILDING
in PROPOSED
MIN. FFE=101.50
(1i ABOVE CROWNOF ROAD)
40,0'
15.0
15.0
o
IN
±
o
d
IN
-FENCE TIE
(0.4' SOUTH,
0.4' EAST)
S89°57'14"W
125.09'(C)
125.00'(P)
FENCE TIE-(0.9' SOUTH,1.3' WEST)
LOT 12
VACANT
LOT 30
FND IP (NO ID)
(0.3' SOUTH,0.2' WEST)
-FENCE TIE(0.4' WEST)
LOT 31
O
Ld
O
c\] _
CN V- opoo
o d S
O GO
^ FENCE TIE
•(0.2' NORTH,
0.6' WEST)
FND IP (NO ID)
(0.2' SOUTH,0.6' WEST)
LOT 32
CERTIFIED TO:
LEGEND
ROBERT DOTY
DIANE DOTY
SCALE : 1" = 30'DESCRIPTION
LOT 11, BLOCK 57, INDIAN RIVER ESTATES-UNIT 8, ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 10, PAGE 73, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
SAID LAND CONTAINS 0.23 ACRES, MORE OR LESS.
SURVEY NOTES
1. This survey is not valid without a signature and original embossed seal of a Florida
Professionol Land Surveyor.
2. Description provided by client and/or their agent.
3. The last date of field work was June 2, 2020.
4. Underground improvements and foundations were not located as part of this survey.
5. Bearings shown hereon are based on the East R/W line of Birch Drive, bearing
N00"02'52"W, as monumented. All bearings are relative thereto.
6. Al l boundary information shown is calculated per plat, unless otherwise shown.
7. Property lies in flood zone "X", per mop 1211100281 K, doted 2-19-20.
8. Additions or deletions to survey mops or reports by other than the signing party or
parties is prohibited without written consent of the signing party or parties.
9. Ownership of fences is unknown.
10. Al l elevations shown ore based on an assumed datum.
A = CENTRAL ANGLE
R = CURVE RADIUS
L = CURVE LENGTH
(C) = CALCULATED
(P) = PLAT
FND = FOUND
IR = 5/8" IRON ROD
IP =1" IRON PIPE
OHU = OVERHEAD UTILITIES
EL = ELEVATION
FEE = FINISH FLOOR ELEVATION
ND = NAIL AND DISK
P.L.S. = PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS
P.B. = PLAT BOOK
R/W = RIGHT-OF-WAY
® = CABLE TELEVISION BOX
= WATER METER
@ = EXISTING WELL
TDj = WOOD POWER POLE
^ = GUY ANCHOR
O = end IRC LB 7056
CONC = CONCRETE
IRC = #5 IRON ROD & CAP
U.E. = UTILITY EASEMENTD.U.E, = DRA^ISIA^ AN0;jmitY-ifA§EMENT—X—.^»-^L>1^0l3D"3:ScE_'/^r_ '—o^'=.,--4(^AW'yHK fe'n-ce:^'.'^ '
~.feiE'1<OTRANY* ' \ -
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.AVE^rURE, FLORIDA P.L - ■
REVISION
1
DESCRIPTION
UPDATE SURVEY; ADD PROPOSED BUILDING
DATE
6/3/20
REF. JOB NO.
15.2676
F.B.,PG.
15-238/31
DRAWN BY
MWH
CALCULATED BY
RCL
DATE
9/24/15
SCALE
1"=30'
DRAWING NO
20.2676-1
SHEET NO.
1 OF 1
BOUNDARY
PREPARED FOR
ROBERT DIANE DOTY4LAVENTURE & ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
RLB 7056
2552 PETERS ROAD, SUITE D
FORT PIERCE, FLORIDA 34945(772) 398-6430 PHONE (772) 398-6426 FAX