HomeMy WebLinkAboutBOUNDARY SURVEYMIDWAYROAD 9
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LOCATION N
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SCEPTER DRIVE
DETAIL "A"
FORMBOARDS
F.F.E. = 17.10' (NAVD 88)
LOCATED 3-10-2022
0 100 200
FEET
THIS MAP IS INTENDED TO BE
DISPLAYED AT A SCALE OF V = 100'
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\ 1`
FOUND4"X4' CONCRETE
MONUMENT WITH
gG�cC SCREW IN THE TOP, NO I.D.
A. (LEANING)
o '1< APPROX. 2.6' W, 4.0' N.
\o
LOT 110, o
WHITE CITY SUBDIVISION
PLAT BOOK 1, PAGE 23
FOUND 4"X4" CONCRETE \
MONUMENT "P.R.M. L.B. 7264"
0.9 W., 2.0' N. OF CALCULATED CORNER
FOUND 112" IRON -�
ROD, NO I.D.
0.7' N.W., ONLINE
FOUND IRON ROD, NO I.D.
SEE NOTE #10-�
REGARDING APPARENT
DEED DESCRIPTION OVERLAP
FOUND 4"X4" CONCRETE -
MONUMENT WITH
SCREW IN THE TOP, NO I.D.
LOT 121,
WHITE CITY SUBDIVISION
PLAT BOOK 1, PAGE 23
PROPOSED PLAT OF RAVINIA, BY
PERIMETER SURVEYING 8. MAPPING
PARCEL ID: 3403502-0200-000-9
CHRISTENSEN ROAD
FT. PIERCE, FL 34981
(VACANTNVOODED)
OF THE S.E. 1/4 OF THE S.E. 114,
LYING WEST OF CANAL RIGHT OF
WAY, OF SECTION 5 - T36S - R40E
FOUND IRON ROD, NO LD�
WITH CONCRETE COLLAR
0.1' W. 0.4' N. Q
t0
N
CALCULATED S.E.
CORNER OF PROPOSED
PLAT OF RAVINIA
FALLS 0.4' W, 1.4' S. OF
CALCULATED CORNER
NW RELIEF COURT
THIS DOCUMETOGETHER PATH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDHI ED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.
REUSE OF ANDNT, IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY BOWMAN CONSULTING GROUP, LTD., INC. SHALL BE WITHOUT LIABILITY TO BOWMAN CONSULTING GROUP, LTD.
Cad file name: P: \030471 - Gulfstream Building Group, Inc\030471-02-001 (SUR) - FINN RESIDENCE\Survey\Topo Boundary\BCG Finn Survey - Form Tie-In.dwg
BOUNDARY SURVEY
LYING IN SECTION 59 TOWNSHIP 36 SOUTH, RANGE 40 EAST
ST. LUCIE COUNTY, FLORIDA
FOUND 1/2" IRON
ROD, NO I.D.
PARCEL ID:
3405-441-0002-020-7
5345 S. 25TH STREET
FOUND 1/2" IRON FT. PIERCE, FL 34981
ROD, NO I.D. (OCCUPIED/
SINGLE-FAMILY RESIDENTIAL)
FOUND 5/8" I.R.C.
"L.B. 7056"
0.6' N.W., ONLINE
PARCEL ID: 3405-441-0004-000-5
2870 GREGORY LANE
FT. PIERCE, FL 34981
FOUND I.R.C.
(OCCUPIED/SINGLE-FAMILY RESIDENTIAL)
7BO5" WITH
"93E.
[LB
CONCRETE COLLAR
0.4' S. o
90, ,-
SET
B.0 GBLIB.8030' ;OFFO yTO cO
S 89056*50" E
80.07 RFp 9F �'1
F�FN cq �rQ
_f0
PARCEL ID:
3405-441-0003-000-8
2640 GREGORY LANE
FT. PIERCE, FL 34981
OO A/, Qj�� FOUND I.R.C. ;y`1'�
PARCEL ID: 3405-443-0005-000-8 ry S «FFO �Op "LB 7805" WITH b� Oh,
5371 S. 25TH STREET �M`b S9. �e00 p,1 T CONCRETE COLLAR
FT. PIERCE, FL 34981 s4 , ./C7 Rc
(VACANT/WOODED)
i' SITE BM #z RiyCRF� �� q�� 3Rf06�
" SET 5/8" I.R.C. F F 84•.71� l/(1
LBT
SE E ,�A„ EL =
-152.0-
v
EBM#1 o m
T 5/8" I.R.0 o
8030
= 13.88, y i
CALCULATED S.W.
CORNER OF LOT 122
(P.B. 1, PG. 23)
FOUND ROUND
CONCRETE MONUMENT
(SUBMERGED)
0.4'E, 1.4'S.
X 40'
WETLANDS
1 y W W y
LOT 122,
WHITE CITY SUBDIVISION
y / PLAT BOOK 1, PAGE 23
w
PARCEL ID: 3403-502-0211-000-9
5391 S. 25TH STREET
FT. PIERCE, FL 34981
(OCCUPIED/SINGLE-FAMILY RESIDENTIAL)
S 89056'50" E
TRACT G-13, FIRST REPLAT IN
PORT ST. LUCIE SECTION FORTY-EIGHT
PLAT BOOK 26, PAGE 23, 23A-23L
FOUND NAIL AND DISC
\ IN ASPHALT CUTOUT
STAMPLED "P.C.P. LS2789"
K'
�21p5�-
741.12'
PARCEL ID: 3405-441-0005-000-2
2600 GREGORY LANE
FT. PIERCE, FL 34981
(OCCUPIED/SINGLE-FAMILY RESIDENTIAL)
PARCEL ID:
3405-443-0001-000-0
(VACANTNVOODED)
FOUND I.R.C.
"LB 7805" WITH
CONCRETE COLLAR
S 59-18.38" E 233.42'
S 59017'55" E 233.42'
FOUND LR.C. POINT OF
"LB 7805" WITH BEGINNING
CONCRETE COLLAR (PARCEL2)
S 89°59'45" E 359.10'
S 89059'32" E 360.44'
'qy PROPOSED ` • PARCEL ID, ,
'9< DRIVEWAY ' 3405-443-d002-000-7 '
S 89056'50" E 367.18'
N 89°59'45" W 367.49'
�"LB7805"WITH
.C. PARCEL ID:
3403-502-0211-200-1
FOUND I.R.C. CONCRETE COLLAR 1.7' W. DRIVEWAY FOR #5391
"LB 7805" UNDER
WIRE FENCE PARCEL ID:
8 3403-502-0211-100-0
FOUND IRON ROD LAKE PARCEL
NO I.D. 0.5' SOUTH
.65'
BLOCK 3256, FIRST REPLAT IN
PORT ST. LUCIE SECTION FORTY-EIGHT
PLAT BOOK 26, PAGE 23, 23A-23L
FOUND NAIL AND DISC
IN ASPHALT CUTOUT
STAMPLED "P.C.P. LS2789"
_ N 89050'37" E 765.00' _
NW SCEPTER DRIVE
I
IRON ROD
NO I.D.
LEGEND
I"
z
J
¢
w
I'_
35.0' wwi
LEGAL DESCRIPTION:
OFFICIAL RECORDS BOOK 4161, PAGE 173
PARCEL 1
THE NORTH 388 FEET OF THE SOUTH 634.6 FEET OF THE SOUTHEAST 1/4 OF THE
SOUTHEAST 1/4 LYING WEST OF CANAL RIGHT OF WAY OF SECTION 5, TOWNSHIP 36
SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA.
TOGETHER WITH THE FOLLOWING LANDS:
PARCEL
BEGIN AT THE SOUTHEAST CORNER OF THE NORTH 388 FEET OF THE SOUTH 634.6
FEET OF THE SOUTHEAST 114 OF THE SOUTHEAST 1/4 OF SECTION 5, TOWNSHIP 36
SOUTH, RANGE 40 EAST AND RUN ALONG THE SOUTH BOUNDARY LINE OF SAID
LANDS, SOUTH 89"59'45" WEST A DISTANCE OF 367.49 FEET TO THE EASTERLY
RIGHT-OF-WAY OF SAID CANAL; THENCE RUN ALONG SAID EASTERLY CANAL
RIGHT-OF-WAY, NORTH 59°18'38" WEST A DISTANCE OF 241.65 FEET; THENCE RUN
NORTH 30"41'22" EAST, A DISTANCE OF 30 FEET, THENCE RUN SOUTH 59°18'38" EAST,
PARALLEL TO THE EASTERLY RIGHT-OF-WAY OF SAID CANAL A DISTANCE OF 233.42
FEET; THENCE RUN NORTH 89°59'45" EAST PARALLEL TO THE SOUTH BOUNDARY LINE
OF THE ABOVE DESCRIBED LANDS A DISTANCE OF 359.10 FEET TO THE WEST
RIGHT-OF-WAY LINE OF HAWLEY ROAD, THENCE RUN ALONG THE WEST
RIGHT-OF-WAY OF HAWLEY ROAD, SOUTH 00-18-04" EAST A DISTANCE OF 30.00 FEET
TO THE POINT OF BEGINNING.
LESS AND EXCEPT ANY PORTION OF THE ABOVE DESCRIBED PROPERTIES WHICH LIE
WITHIN THE CANAL RIGHT OF WAY.
SURVEYOR'S NOTES:
1. THIS IS A BOUNDARY SURVEY PREPARED IN ACCORDANCE WITH THE
"STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING IN THE STATE OF
FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER 5J-17.05, FLORIDA ADMINISTRATIVE
CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
PROPOSED IMPROVEMENTS, TREE AND WETLAND INFORMATION SHOWN
HEREON WAS PROVIDED BY OTHERS.
2. THE COORDINATES, BEARINGS AND DISTANCES SHOWN HEREON ARE
REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM,
TRANSVERSE MERCATOR PROJECTION, EAST ZONE, NORTH AMERICAN DATUM
OF 1983 (NAD83 / 2011 ADJUSTMENT) AND WERE ESTABLISHED BY R.T.K.-G.P.S.
USING NETWORK CORRECTIONS AND VERIFIED BY MULTIPLE MEASUREMENTS
ON PROJECT CONTROL POINTS.
THE BASIS OF BEARING REFERS TO A BEARING OF SOUTH 59°35'42" EAST ALONG
THE SOUTH RIGHT OF WAY LINE OF CANAL NO. 103.
F" 0
I=°I
3.
THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN
¢
LLI
VERTICAL DATUM OF 1988 (N.A.V.D. 88) AND ARE BASED UPON THE FOLLOWING
w
ST. LUCIE COUNTY BENCHMARK:
}
3
s
W
"STL 4"
= z
ELEVATION = 18.044' (N.A.V.D. 88)
I.
(5.50 METERS N.A.V.D. 88 PUBLISHED)
o
to _
nINY
N N
4.
THIS SURVEY WAS PERFORMED UTILIZING R.T.K.-G.P.S. PROCEDURES AND
a
TRADITIONAL SURVEY PROCEDURES WITH MULTIPLE MEASUREMENTS ON
FOUND I.R.C.
PROJECT CONTROL POINTS, AND HAS A HORIZONTAL POSITIONAL TOLERANCE
"LB 7805" WITH
OF LESS THAN 0.20 FEET.
CONCRETE COLLAR
5.
SUBSURFACE OR UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED AND ARE
S 00012'51" E 30.34'
NOT A PART OF THIS SURVEY.
S 00°18'04" E 30.00'
FOUND IRON ROD, NO I.D.
6.
ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS
THEREOF.
7.
THE 2018 IMAGERY SHOWN HEREON WAS ACQUIRED FROM LABINS.ORG AND IS
FOR INFORMATIONAL PURPOSES ONLY.
8.
ADDITIONS OR DELETIONS TO THIS SURVEY MAP OR REPORT BY OTHER THAN
THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT
OF THE SIGNING PARTY OR PARTIES.
9.
THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OR
ELECTRONIC SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
10.
THE CALCULATED S.W. CORNER OF NORTHERLY ADJOINER DEED (O.R.B. 2825,
PG. 1363) FALLS 1.8' SOUTH OF N.W. CORNER OF SUBJECT PROPERTY. THIS
CCR 9070845
APPARENT OVERLAP IS RELATED TO THE DESCRIPTION COMING FROM NORTH
i) FOUND MAG NAILAND
LINE OF THE 1/4-1/4 SECTION WHEREAS THE SUBJECT PARCEL LEGAL
00 DISC "GCY LB 4108"
DESCRIPTION IS AN OFFSET OF THE SOUTH LINE OF THE 1/4-1/4 SECTION.
IN WESTERLY CURB
N OF MEDIAN
NO TITLE SEARCH INFORMATION WAS PROVIDED TO DETERMINE SENIOR
RIGHTS OF DEED DESCRIPTIONS.
a
v1
11.
THE LANDS SHOWN HEREON ARE IN ZONE "X" (AREA OF MINIMAL FLOOD
HAZARD), PER FLOOD INSURANCE RATE MAP PANEL 12111CO276K, EFFECTIVE
0
2/19/2020.
F4
CENTERLINE P.I.
(NOT FOUND)
EL.
= ELEVATION
G.P.S.
= GLOBAL POSITIONING SYSTEM
N.A.V.D.
= NORTH AMERICAN VERTICAL DATUM
PID
= POINT IDENTIFICATION
R.T.K.
= REAL TIME KINEMATIC
TYP.
= TYPICAL
x1852
= EXISTING ELEVATION
O
= BOLLARD
- X -
= CHAIN LINK FENCE
-10-
= CONTOUR ELEVATION
= SITE CONTROL POINT
= LIGHT POLE
8
= PARKING SPACES
0-
= SIGN
O
= STORM MANHOLE
= WATER VALVE
= WELL
WOOD RAIL FENCE
®
=YARD DRAIN
4
= OAK TREE WITH DIAMETER
4
= PALM TREE WITH DIAMETER
� 4
= PINE TREE WITH DIAMETER
RECEIVED
SURVEYOR'S CERTIFICATION:
CERTIFIED TO: S1' o"`I°
e minl .
1. JASON & LISA FINN
2. SEACOAST NATIONAL BANK
3. FIDELITY NATIONAL TITLE OF FLORIDA
4. CHICAGO TITLE INSURANCE COMPANY
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE
BOUNDARY SURVEY SHOWN HEREON WAS PREPARED IN ACCORDANCE WITH THE "STANDARDS OF
PRACTICE" FOR SURVEYING AND MAPPING IN THE STATE OF FLORIDA AS SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.05, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
STEVEN BR!EY, P.S.M.
FLORIDA_PKOFESSIONAL SURVEYOR AND MAPPER
REGISTRATION No. 6841
BOWMAN CONSULTING GROUP, LTD., INC.
FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 8030
(LB 8030 = LICENSED BUSINESS NUMBER 8030)
MARCH 10, 2022
DATE OF LAST FIELDWORK
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PROJECT NO
030471-02-001
ATUS
3/10/22 1 FORM TIE-IN
1/6/22 HOUSE DIMENSIONS
12 23 21 12 10 REVISIONS
0 27 21 REV. PER COMMENTS
DATE DESCRIPTION
FIELD BOOK PAGE
SNB MISC. NOTES
21-200 49-50 JS
S.N.B. R.E.B.
DRAWN CHKD
SCALE H: 1 = 100
V: N A
JOB No.
DATE AUG. 30, 2021
FILE No.
BCG FINN SURVEY.DWG
SHEET 1 OF 1