HomeMy WebLinkAboutBoundary Survey 1-06- 22RECEIVED
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LAKEWOOD PARK UNIT NO. 5
REVIEWED FOR PLAT BLOCK OOK 144 AGE 5
DE CO PLIANCE LOT 8 LOT 9
ST. LUCIE CO NTY BOCC — — _ NORTHERLY R/W OF ATLANTIC AVENUE
' FOUND IRON ROD &
o FOUND IRON ROD CAP "PLS #4859"
IN CUT OUT
(N 0.26'; W 1.26') _-- — — — �� (N 0.08')
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54.90' C 6.1T M� 20' IDE�9�S89'52'16"E 144.99' = r PACIFIC AVENUE- - _I
_ .20.84. -_ �� ASPHALT ROADWAY , SLATTED AVENUE
SET 5/8" IRON ROD I �1� 0�1 olti (70' WIDE RIGHT-OF-WAY) i
& CAP "LB# 8098 J — — — - PB 11 P _ S� — — — —
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W.INV=19.25' X`ti — T 0`� SOUTHERN R/W OF SET MAG NAIL & WASHER
(12"X18" RCP) ATLANTIC AVENUE ��,� BM ,EL 21.11' (NAND 88)
FOUND 5"X5" CONCRETE;
h POINT #20003
ti o
MOtL=31.38'
UMENT (BROKEN), T— _ `�' — BEARING BASIS j
.28', W 1.43' i o' - 2 I e > >s - ,
��?K 06 °8 lN89 5216 W 145.03 (C)(P)I
R=20.O0 r I
25' BUILDING SETBACK - FOUND IRON ROD &
0 89`54'001 �, ,CONCRETE CAP-"RLS #2391" '
- 135.00' o I �� DRIVEWAY (S 0.07', W 0.09')
I LO
ISET 5/8 IRON RODi — — — — = — — — — — — — — —
I
& CAP L"LB# 8098"
U o . LOT 14 - N I
�6
�- LOT 13
1 I I 36.00' �p C
1 Z I cV 25:94' 24o 0
.00' 112600' 7805 PACIFIC AVENUE"
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o1 i g z I 8. I o° �, ;�, ... PARCEL ID: -
Z `� `L { o o PROPOSED. N �o Z J---1301=604-0149-000-7 _ I CN
01� ¢I CD �o,�? i w m—� oGARAGE x of a FINISHED FLOOR I
`l I w I I^ m F- o of o �p cn US
}- ¢ vwi. M . Off' "'I ¢"' w ELEVATION=22.08' I CV
F. I d- 'N j ;.—
�� I d TOTAL AREA w i
O w 1 I; 25.94' 24.00' 12.00' R� I
j I w om 36.00'=21,235.84
4 I� I o Rom' SQUARE FEET
�IC> NOT ALL IMPROVEMENTS WERE
I-- LOCATED OR SHOWN
1 3.52' 1,LAKEWOOD-PARK-UNIT-N-O:4 • i
_ o I FtioF 16'Xi0' - PLAT BOOK 11, PAGE 2
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SHED:
1 cwn I
N 6' OOD -F CE . 1 UTILI & D AINAG EASE NT i
�� nn' I AT BOOK '11 PAGE 2
LJ
21 �5 20.86
FOUND IRON ROD &
CAP (ILLEGIBLE)
(S 0.07', W 0.09')
S89°52'16"E 165.00'(C)(P)I
SYMBOL & ABBREVIATION LEGEND:
BENCHMARK
2
MITERED END SECTION
BM
BENCHMARK
INV
INVERT
COMMUNICATION RISER
—OHW—
OVERHEAD WIRE
(C)
CALCULATED
L
LENGTH
CONCRETE
—TOB—
TOP OF BANK
CENTER LINE
LB
LICENSED BUSINESS
GUY WIRE
-43-�
WOOD FENCE
A
DELTA
(M)
MEASURED
MEASURED ELEVATION
cOb
WOOD UTILITY POLE
EL
ELEVATION
(P)
PLAT
SET 5/8" IRON ROD
& CAP LB# 8098"
a
PB PLAT BOOK
R RADIUS
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
St. Lucie County, PemittinG
MIN. SETBACK REQ
FRONT_ � '
SIDES --) c
CNR SIDES Q2 a ' -
REAR I !;_I
zNG. 1&5z-L -
TECH..
GRAPHIC SCALE
30 0 15 30
(INS)
1 inch = 30 ft. Fl-E 61`40py
DEER PARK AVE
PACIFIC AVE
W
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SITE
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SANTA ROSA PKW
Y
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BELMONT AVE
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
LEGAL DESCRIPTION
LOT(S) 13 AND 14, BLOCK 34, LAKEWOOD PARK UNITY NO. 4, ACCORDING TO THE MAP OR PLAT THEREOF, AS
RECORDED IN PLAT BOOK 11, PAGE(S) 2, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING 21,235.84 SQUARE FEET, MORE OR LESS.
SURVEYORS NOTES AND REPORT;
1. THIS BOUNDARY AND TOPOGRAPHIC SURVEY WAS PERFORMED FOR THE PURPOSE OF SHOWING THE LOCATION OF A
PROPOSED CARPORT, AS SHOWN AND DEPICTED HEREON. I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF
THAT THIS IS A TRUE AND ACCURATE DEPICTION OF A FIELD SURVEY PERFORMED UNDER MY DIRECTION AND COMPLETED ON
NOVEMBER 30, 2021, I FURTHER CERTIFY THAT SAID DRAWING IS IN COMPLIANCE WITH THE STANDARDS OF PRACTICE AS SET
FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE
CODE PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
2. THIS SURVEY MAP AND REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC
WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA
ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR.
ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY INVALID.
3. THE LAST DATE OF FIELD WORK (AND DATA ACQUISITION) WAS OCTOBER 18, 2021.
4. CURRENT DESCRIPTIONS) SHOWN HEREON PROVIDED BY: THE CLIENT. A TITLE SEARCH FOR THIS PROPERTY HAS NOT BEEN
ABSTRACTED TO SHOW MATTERS OF RECORD SUCH AS EASEMENTS OR OTHER ENCUMBRANCES OR RESTRICTIONS.
5. THIS BOUNDARY AND TOPOGRAPHIC SURVEY HAS BEEN REFERENCED TO THE FLORIDA STATE PLANE COORDINATE
SYSTEM -EAST ZONE, NAD 83 (1990).
6. SUB -SURFACE IMPROVEMENTS INCLUDING UNDERGROUND UTILITIES, UTILITY SERVICES, WERE NOT LOCATED AS PART OF THIS
SURVEY.
7. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED.
8. BEARINGS SHOWN HERON ARE BASED UPON GRID BEARINGS ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF ATLANTIC
AVENUE AND REFERENCE TO THE LINE LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE
THERETO. DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.
9. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ARE BASED
ON THE PERMANENT REFERENCE NETWORKS (FPRN) USING GPS REAL TIME KINEMATIC (RTK) OBSERVATION WITH AND
ACCURACY OF t0.06'-0.10'. SITE BENCHMARKS UTILIZED ARE SHOWN HEREON. .
10. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO REALTIME
PROCESSING AND WAS BASED ON TRIMBLES "VRS NOW NETWORK AND/OR THE FLORIDA PERMANENT REFERENCE NETWORK
(FPRN). THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR
USING GPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT
PUBLICATION FOR 3RD ORDER CLASS ONE FOR HORIZONTAL CONTROL SURVEYS.
11. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY
ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL
CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS.
12. THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND LANDSCAPING, IF ANY, SHOWN HEREON ARE NOT KNOWN AND
ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN.
13. THE SURVEY MAP SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY
THE UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK OR RESEARCH.
11. PER THE SCOPE OF THIS PROJECT, NOT ALL IMPROVEMENTS WERE FIELD LOCATED OR SHOWN ON THIS SURVEY.
12. THE PROPERTY WHICH IS THE SUBJECT OF THIS SURVEY APPEARS TO BE SITUATE IN AN AREA OF MINIMAL FLOOD HAZARD
(ZONE X) AT THIS TIME PURSUANT TO F.E.M.A. FIRM NUMBER 12111CO070J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16,
2012. FOR APPROXIMATE DELINEATION OF THE FLOOD ZONE LIMITS, REFER TO AFOREMENTIONED FIRM PANELS.
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FLORIDA REGISTRATION #5556 ,
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DRAWN BY: ABB
CHECKED BY: MTO
CREW: IP
DATE: 11/30/2021
PROJECT: 21-502
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