HomeMy WebLinkAboutAS-BUILT SURVEY-FORMBOARD SURVEYLEGAL DESCRIPTION: ASBUILT SURVEY r
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ALL OF LOT 13, BLOCK 32, RIVER PARK UNIT 4, ACCORDING TO F'®RMB®ARD► SURVEY
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THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 9 OF 1
THE -PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. L 3221 SOUTHWEST CRUMPACKER STREET
hqg Pp� PORT ST. LUCIE, FLORIDA 34953
SETMAGNAIL IN DISK .h
ROLLINS BE PLS 4945772-873-4700
' SITE BENCHMARK TWO h.
ELEVATION = 7.80 C7 h Op
ro�
5b° ABBREVIATIONS:
E ¢Q o� A/C = AIR CONDITIONER
ry e" \ Few C) = CALCULATED
1 �� o`` C.F.T. = CALCULATED FROM TRAVERSE
4c> , m RECEIVED
= CENTERLINE
C.L.S. = CONSTRUCTION LAYOUT SURVEY
MAY `� 2 2018 E/P = EDGE OF PAVEMENT
_ EL. = ELEVATION
ST, I N4i8 Cpwmw HPrm,ICring FIRM = FLOOD INSURANCE RATE MAPS
MEASURED
N,A.V.D. OF 1988 = NORTH AMERICAN VERTICAL.
SANITARY SEWER MANHOLE \
IN CONCRETE APRON o C'Iph 4 / \ MIN. SE A1_K RE DATUM OF 1988.
NORTH RIM ELEVATION 7.37O 4, `. , �� \ ,,". �. Q• N.T.S. = NOT TO SCALE
FRONT O/S = OFFSET
"� SIDES
SET MAG NAIL IN DISK P (� / \ \ \ v' �i+. CNR SIDES P.C.P. = PERMANENT CONTROL POINT
ROLLINS PLS 4945 ` et ^� \ ^•., \ ` `. 1"g7• W� REAR. (P) = PLAT
SITE BENCHMARK ONE of �� / \ i' a ZNG.�,
ELEVATION = 8.28 0 gyp¢ G f / \ \ \ \�S" ~ ( TECH.. Gt l CURVE ONE
ln��`� CENTRAL ANGLE = 4'38'08"
RADIUS = 381.55'
ARC LENGTH = 30,87'
CHORD LENGTH = 30.86 (P) AND (M)
„ L��"1 i• i / ou °' \ � '41oQ CHORD BEARING = N 51'14'56" E (C)
•,p0. O i !e / u' �� 9r, ru \ \�13� N 51.14'56" E (M)
�, CURVE TWO
tr
h p V r e y ARC LENGTHJ= 78.32•_- - -
�e y \r "Tv CENTRAL ANGLE 12'4551
J%ALt Q, i, \ RADIUS 3 1.55
CHORD LENGTH = 78.16' (C) AND (M)
CHORD BEARING = N 42.32 56 E (C)
% N 42.32'56" E (M)
SET 5/8" IRON REBAR WITH mil• pjt,
CAP ROLLINS PI-S 4945 0
7T. 0
(POINT OF CURVATURE) 0' ,ry\ ,F'y J CURVE THREE
" f� ,\ ,�! CENTRAL ANGLE = 12.45'51"
cACaD�/t2oe,Arsa (�% �I�\ oas s►D g ��v�G Np RADIUS = 381.55'
ARC LENGTH = 86.00'
tG �Atr a7� rNos AM CHORD LENGTH = 84.82' P AND M
��e� CHORD BEARING = N 42'32'56" E (C)
N 42'32'56" E (M)
N� CDs ok c1PCo (BASIS OF BEARINGS)
•a,. oo a. kf 'e`1' toe `�
\ °sr1�pO V1 i;G1
r / �"a� Q`�S�oKoT, + CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT
� 4 CERTIFY TO:
1) SCOTT BRITTON
NOTE: THE BEARINGS ARE BASED ON THE SOUTH ;� �pa� a03 Q,�
RIGHT-OF-WAY LINE CHORD OF NARANJA AVENUE AND THE ° o
CHORD OF THE NORTH LINE OF LOT 13, BLOCK 32, / ���� W MY�
ACCORDING TO THE PLAT OF RIVER PARK UNIT 4 WHICH NOTE: ZONE AE LINE
BEARS NORTH 42.32'56" EAST. PER FLOOD MAP 12111CO280 J 8tLUdeftnt
ELEVATIONS BASED ON N.A.V.D. OF 1988 AND SHOWN THUS BENCHMARK REFERENCE: LEGEND: NOTES: I HEREBY CERTIFY THAT THE SURVEY
FLOOD ELEVATION INFORMATION FOUND 2" ALUMINUM DISK STAMPED CITY OF (Q = SET 5/8" IRON REBAR WITH 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED SHOWN HEREON COMPLIES WITH STANDARDS
FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- OF PRACTICE FOR SURVEYS AS CONTAINED
PSL BMA 512 LOCATED 39 FEET WEST OF CAP ROLLINS P.L.S. NUMBER 4945
MAP NUMBER t2111CO280 J DATE of FIRM FE6RUARY 1s, zolz EAST EDGE OF SOUTHBOUND LANE OF 0 = SET MAG NAIL IN DISK ROLLINS -OF-WAYS OF RECORD_ IN CHAPTER 5J-17, FLORIDA _.
COMMUNITY NUMBER 120287 PANEL 0280 FLORESTA DRIVE AND 62 FEET SOUTH OF RL.S, NUMBER 4945 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS ADMINISTRATIVE ,CODE, PURSUANT TO
PRIMA VISTA BOULEVARD. ELEVATION = WERE LOCATED EXCEPT AS NOTED, SECTION 472,027, FLORIDA STATUTES.
FIRM ZONE x suFFlx J �- =FIRE HYDRANT 3 LEGAL DESCRIPI-ION AS SUPPLIED BY CLIENT. --.
11.359 N.A,V.D. OF 1988 = WATER MFTER 4� BUILDING TIES ARE 90' OR RADIAL TO THE
CONCRETE POWER POLE PROPERTY LINE:
5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT r �J/e,) (�
"
—+ = ANCHOR AND GUY WIRE UNLESS OTHERWISE NOTED, -
ADDENDUM FIELD BOOK PAGE DATE BY CHECKED = OVERHEAD WIRES �OL 41D E. ROLLINS DATE OF SIGNATURE
BOUNDARY SURVEY E.F.B. 10/18/2016 R,E.R, R.E.R. PROFESSIONAL LAND SURVEYOR
TOPOGRAPHIC SURVEY E.F.B. 10/18/2016 R,E.R: R.E.R. = NOT TO SCALE DATE OF LAST FIELD WORK: 04/27/2018 FLORIDA-.REGISTRAT_ION NUMBER 4945
-- X — FENCELINE PLOT DATE AND TIME: 04/3Q 2
C.L.S. 03/OB/2018 R.E.R. R.E.R. � / 018 12:15 PM EST NOT. VALID 1WTHair. THE SIGNATURE AND THE
0FORMBOARD SURVEY E.F.B, 04/27/2018 R.E.R. R.E.R. = ALUMINUM LIGHT POST ---------- � ----� - ORIGINAL RAISED SEAL OF A L DA LC N
ON CONCRETE BASE LOT SQUARE FOOTAGE: 0,381 ± ACRE%
p = TELEPHONE SERVICE a__—__________ SURVEYOR AN P
rj
® = CABLE TELEVISION SERVICE SCALE: 1" = 20' JOB NUMBER: RR161002FB --
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