HomeMy WebLinkAboutBoundary Survey 2-28-220.
�J d�Jb RECEIVED
-.-LAKEWOOD PARK UNIT: N0. 5
PLAT -BOOK 11,` PAGE 5
BLOCK 44
LOT 7 LOT 8 LOT 9
_. .-.
- - - - NORTHERLY R1W OF ATLANTIC AVENUE
I
ND IRON ROD &.. .
o FOUND IRON: ROD - CAP."PLS #4859"
M ..IN CUT OUT y0 1`L (N 0.08')
W 1.26')
---=----==--=---=-------
54.90' C 6.17'
_ M)_ 20'f WIDEx��' S89'S2'16"E 144.99'. = PACIFIC AVENUE I
20.84 - C'` ASPHALT ROADWAY , _ATLENUE_
SET 5/8" IRON ROD I: �� �1 1`ti (70' WIDE RIGHT-OF-WAY)
L
& CAP "LB# 8098"( >--`L-----'-- `l.------- :. _ PB 11..-p- S• 1 �4 -- -
o f
W.INV=19.25' X`� - T--SOUTHERff' R/W 0 h SET. MAG NAIL &WASHER
i (12"X18" RCP) o ti' ti h
r) ATLANTIC -AVENUE �� BMEL. 21.11' (NAND 88) . J
FOUND 5"X5" CONCRETE i i �� - p? #200,03 J POINT
�_ _
--' MONUMENT BROKEN '` �"
( ) � _ 7-- " BEARING BASIS I
1 4
I'���. o� °8 89°52'16"W 145.03'(C)(P)j 1I
L=31.38 R=20.00 J -- --- - JDRI
25' BUILDING ETBACK FOUND IRON ROD &I A89'54'00"I CAP "RLS #2391.
�_ 135.00'g �� (S 0.07', W 0'.09')4 --1--- . x`L•(SET 5/8" IRON RODS x---------X----------------=-------------=-------------------- -----
CO
I& CAP "LB# 8098"I I^ dip i N I
Lr I om---CL
i O p - v
is .I I I op641 :. LOT 14 i
o I 25.82' .. o o LOT 13 -
36:00' 28.05''
z i cr)i Q M o 0 7805-PACIFIC AVENUE _ ... U
Z. �: �, p� z Y I _ .Z.Q o L . o Z Z :'PARCEL ID:.: CV
J .I C'�. :::.m I=0N _. N o' v> v, 1301-604-0149-000=7 "
ow '.', Lv m o to m N '- FINISHED FLOOR
1 ¢
ELEVATION=22 08' ..N
~' WNw.CD�O w iii� 254:TOTAL AREA LdCo�24' 12 28 45' ' =21;235.84
036.?0m SQUARE FEET'.
0
d�
NOT ALL. IMPROVEMENTS WERE f
co LOCATED OR SHOWN I .'
d CD
'3.52' ;. -PARK-UNITN0:41�cF16'x1PLAT BOOK 11, PAGE 2SHED { �[AKEWOOD
_^ BL; CK_34__f F2 6o�N
N I ,
I i 6' WOOD FENCE 1Q' UTILITY & DRAINAGE EASEMENT•
J ,; .5 35.00' I PLAT BOOK 11. -PAGE 2
0�1 21- -x 20.86T
FOUND IRON ROD & I
CAP (ILLEGIBLE)
(S 0.07', W 0. 9')
SIM
LN
BENCHMARK
jS89°52'16" E 165.00'(C,
SYMBOL & ABBREVIATION LEGEND:
aMITERED END SECTION BM BENCHMARK INV INVERT
�P)i_ . j SET 5/8"IRON ROD I 11
I & CAP "LB# 809E I i 12.
SCANNED
GRAPHIC SCALE
30 0 15 30
(INS')
1 inch = 30 fk
LEGAL DESCRIPTION
1I
DEER PARK AVE
LL
PACIFIC AVE
SITE
O
SANTA ROSA PKWY
M
w
BELMONT AVE
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
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:
I
2.
3.
4.
5.
6.
7.
8.
COMMUNICATION RISER
-OHW- OVERHEAD WIRE
(C)
CALCULATED
L
LENGTH
CONCRETE
-TOB- TOP OF BANK
(E
CENTER LINE
LB
LICENSED BUSINESS
GUY WIRE
WOOD FENCE
A
DELTA
(M)
MEASURED
MEASURED ELEVATION
WOOD UTILITY POLE
EL.
ELEVATION
(P)
PLAT
PB
PLAT BOOK
R
RADIUS
R/W
RIGHT-OF-WAY
RCP
REINFORCED CONCRETE PIPE
9.
10.
11.
12.
13.
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
FEBRUARY 16, 2022. 1 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.
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.
THE LAST DATE OF FIELD WORK ACQUISITION) DATA AND D SITIO S FEBRUARY
( A QI N)WA RY 16 A , 2022.
CURRENT DESCRIPTION(S) 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.
THIS BOUNDARY AND TOPOGRAPHIC SURVEY HAS BEEN REFERENCED TO THE FLORIDA STATE PLANE COORDINATE
SYSTEM -EAST ZONE, NAD 83 (1990).
SUB -SURFACE IMPROVEMENTS INCLUDING UNDERGROUND UTILITIES, UTILITY SERVICES, WERE NOT LOCATED AS PART OF THIS
SURVEY.
REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED.
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.
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.
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.
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.
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.
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.
PER THE SCOPE OF THIS PROJECT, NOT ALL IMPROVEMENTS WERE FIELD LOCATED OR SHOWN ON THIS SURVEY.
THE PROPERTY WHICH IS THE SUBJECT OF THIS SURVF��Y� WMARSiTO BE SITUATE IN AN AREA OF MINIMAL FLOOD HAZARD
(ZONE X) AT THIS TIME PURSUANT TO F.E.M.A. FLI;(d`� BEi. 12,i�1j00070J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16,
2012. FOR APPROXIMATE DELINEATION OF THE LIMITS, ER'TO AFOREMENTIONED FIRM PANELS.
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DRAWN BY: ABB
CHECKED BY: MTO
CREW: IP
DATE: 11/30/2021
PROJECT: 21-502
SHEET
1 OF 1
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