HomeMy WebLinkAboutSURVEYSLOT 179
S89'14'54"E
118.00,
FND IRC 7681
(0.1' SOUTH,
0.1' WEST)
LL1
o,0 1tic)
� olL0
LOT 171 z :31
ofTo
I
FND IRC 7688
(0.1. SOUTH,
0,1' EAST)
R/W LINE
2'
10' D.U.E.
t�DD V
I
m COVERED_
N PAVERS 2
2.3' 14.3' 1.4'
LOT 170
EXISTING
RESIDENCE
lW
=! 3
1. to 0
I �O
� O
1 UO
CONC
SLAB
1
IRC 7688
NORTH,
EAST) N
E
SCALE : 1"=30'
LOT 169
•1.O'x1.0' I
(TYPICAL) FND IRC (ILLEGIBLE)
(0.1' NORTH)
R/W LINE
118.00' , IN
LEGEND
P I N E B A R K COURT 20'
A. CENTRAL ANGLE
362.00' (SANDTRAP LANE PER PLATT_ ASPHALT
� . CURVE CURVE LEX MSs
60' R W
(a) - CAu: wo
CERTIFIED TO:
F°"'°
FNO -- Sle IRON ROD
JOHN L ORCUTT AND MARYSUE ORCUTT
ACADEMY MORTGAGE CORPORATION, ISAOA
IF . 1/2' IRON PIPE
OHU - DvrRHFAD UTILITIES
SUPREME TITLE SOLUTIONS, LLC _
Cu - CONrnErE NOHAINENr
FIFE - FlMS1K iLOON ElEYATION
CHICAGO TITLE INSURANCE COMPANY
PND . PK NAIL AND DISK
DESCRIPTION
P'-g - "`OFESSO L LAND SURVEYOR
LB . LICENSED BUSINESS
LOT 170, MONTE CARLO COUNTRY CLUB UNIT 1, ACC OROINO To PLAT THEREOF. AS
RECORDS OF ST. LUCIE COUNTY, FLORIDA.M/w
P.S. - PLAT BOOK
RECORDED IN PLAT BOOK 23, PACE 25, OF THE PUBLIC
. meNT_OF-WAY
® . DISTINO WELL
SAID LAND CONTAINS 0.41 ACRES. MORE OR LESS.
- ATrT PEDESTAL
SURVEY NOTES
®- WATERMERR
P
1. This survey is not valid without a signature and original embossed seal of a Florida
_ � µ=
Professional Land Surveyor.
2. Description provided by client and/or their agent.
0 . SET IRC OI 79ee
Caro -.CONCRETE
3. The last date of field work was July 18. 2015 (Sketch).
4. Underground Improvements and foundations were not located as part of this survey.
IRO - 16 IRON ROD r CAP
D.o.r • DRAINAGE AND UTILM EASEIEN
5. Bearings shown hereon are based on the North R/W line of Pinebark Court. bearing
-R-- V VINYL FENCE
N8914'54'W, as monumented. All bearings are relative thereto.
6. All boundary Information shown is calculated per plat, unless otherwise shown.
O -CABLE TTIAVI90N BOX
0 . ELECTRIC SERVICE Box
7. Property Has In flood zone 'X', per map 12111CO150 J. doted 2-16-12.
deletions to survey mops Or reports by other than the signing party or
NAAWCO . NORTH ST. Ujae RIVER WATER
CONTROLADIISN1mCT
iAdditions or
„__ ,_ _..�n"..a ..,aHnut mr1itnn consent of the sianing party or parties.
❑ _ CATCH
LANDS SHOWN HEREON WERE 90T ASSWCTED FOR RIGHT OF WAY7.
RESFRVATONS ACRE,'NOM AND/OR EASEMENTS OF RECORD. SUCH
IF OESRED. SHOULD DE OBTAINED AND CONnRRED BY
'-7 rJ t 3 f
` r
BY : P.LS. DATE
wFOmTATON.
OTHERS THROUGH APPROPmA1E TIDE VERIFICATION.
RI H
0 C LAVE RE FLO IDA �15209
REVISION DESCRIPTION
DAB
BOUNDARY SURVEY
1 FORMBOARD TIE-IN SURVEY
3�R1�1
2 FINAL SURVEY
7�19�T
PREPARED FOR
3 'ADD CERTs
'�°^
JOHN & MARYSUE. ORCUTT
REF. JOB NO. DRAM BY DATE DRAWING NO
LAVENTURE & ASSOCIATES, INC.
17.1850-124 AtWH 11/21/17 17.1850-124
'A PROFESSIONAL PE ERS ROAGD. SUITE DAPPING
F.B..PC. ALCULATED B SCALE SHEET NO.
1
FORT PIERCE. FLORIDA 34945
L9 705G 72) 398-6430 PHONE (772) 398-642
GPS RCL 1'=30'
1 OF
FILE COPY
MIN.
FRONT
SIDES
CNR S
REAR_
ZNG.
REQ.
I
ScABN ED
St. Lucie County
f�ll � �ec�lv�m
-11 APR 15101.9
P@rrtilfiing ertment
LOT 179 S89 °14' 54"E ��• duaieDcoupa
nty
118.00'
FND IRC 7688
10' D.U.E.
FND IRC 7688
(0.1 SOUTH,
-a'- - -o-
N N
(0.1' NORTH,
0.1' EAST)
0.1' WEST)
N
31.3' 40.2'
EXISTING
POOL EXISTING I
W E
L,J
FORMBOARD
I - -- (DECK)
0 0
16.1 DO I
S
O
If)00
N COVERED _
I .- PAVERS 27.1'
SCALE 1 "=30'
O
I
0 ,
2.3' 14.3' 1.4'
LOT 171 O
w I
z
^ LOT 170 Lv
LOT 169
'0 EXISTING .�
I
m RESIDENCE I
(.0-0
Oa-
O O
n
lfj- O
13.6' 10.1'
L0
o SCANNED
PAVERS r CONC
TSLAB
V) BY
N
St. Lucie County
7.1' 7.7'1.0'X1.O'
FND IRC 7688
r7.6'
>>I(TYPICAL(0.1'
SOUTH,
dE
FND IRC (ILLEGIBLE)
0.1' EAST)
o�- -1
(0.1' NORTH)
R/W LINE
10' D.U.E.
R/W LINE
N89°14 54 IN -
118.00'
CALCULATEL
POS}IONPINEBARK
COURT oEGENCENTRAL
GLE
362.00'(SANDTRAP LANE PER PLAT R
CURVE RADIUS
ENGTH
60' R W (C)
= CALCULATED
(P) = PLAT
FNO FOUND
IR = 5/8` IRON ROD
_ IP - 1/2- IRON PIPE
CHU = OVERHEAD UTIUTIES
CM = CONCRETE MONUMENT
FFE = FINISH FLOOR ELEVATION
DESCRIPTION PKD = PK NAIL AND DISK
P.L.S. - PROFESSIONAL LAND SURVEYOR
LOT 170, MONTE CARLO COUNTRY CLUB UNIT 1, ACCORDING TO THE PLAT THEREOF, AS LB LICENSED BUSINESS
RECORDED IN PLAT BOOK 23, PAGE 25, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.B. = PLAT BOOK
R/W = RIGHT-OF-WAY
SAID LAND CONTAINS 0.41 ACRES, MORE OR LESS. ® = EXISTING WELL
Q = AT&T PEDESTAL
SURVEY NOTES ® =WATER METER
1. This survey is not valid without a signature and original embossed seal of a Florida WOOD POWER POLE
Professional Land Surveyor. E�- = GUY ANCHOR
2. Description provided by client and/or their agent. 0 = SET IRC LB 7055
3. The last date of field work was April 12, 2019 (Sketch). CONIC = CONCRETE
4. Underground improvements and foundations were not located as part of this survey. IRC - M5 IRON ROD & CAP
5. Bearings shown hereon are based on the North R/W line of Pinebark Court, bearing D.U.E. = DRAINAGE AND UTLITY EASEMENT
N89'14'54"W, as monumented. All bearings are relative thereto. X-= 6' VINYL FENCE
0 = CABLE TELEVISION Box
6. All boundary information shown is calculated per plat, unless otherwise shown.
7. Property lies in flood zone "X", per map 12111CO160 J, dated 2-16-12. O = ELECTRIC SERVICE BOX
8. Additions or deletions to surveymaps or reports b other than the signing art or NSLRWCD = NORTH ST. LUCIE RIVER WATER
P P Y 9 9 P y CONTROL DISTRICT
parties is prohibited without written consent of the signing party or parties. ❑ = CATCH BASIN
LANES 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:
RICHARD C. LAVEN FLORIDA P.L.S. #5209 DATE
REVISION
DESCRIPTION
DATE
BOUNDARY SURVEY
1
FORMBOARD TIE-IN SURVEY
3/21/16
2
FINAL SURVEY
7/19/18
3
ADD CERTS
7/2071-a
PREPARED FOR
LOUDEN POOLS
4
POOL DECK FORMBOARD TIE-IN SURVEY
4/15/19
LAVENTURE & ASSOCIATES, INC.
SURVEYING AND MAPPING
2552 PETERS ROAD, SUITE 0
FORT PHONE FLORIDA 34945
7056 772 398-6430
( ) (772) 398-6426 FAX
REF. JOB NO.
DRAWN BY
DATE
DRAWING NO.+LE3
17.1850-124
MWH
11/21/17
19.0041-631PROFESSIONAL
F.B.,PG.
ALCULATED B
SCALE
SHEET NO.
GPS
RCL
1"=30'
1 OF 1