HomeMy WebLinkAbout119 23-35 SLC Right-of-Way Map - N 2nd St, Ave H, Fishermans Wharf, Ave M Ext, IRD, Harbor St, Port AveCFN #
5255139
PLAT BOOK 119
PAGE 23, Recorded 10/16/2023 01:20:47 PM SAINT
LUCIE
COUNTY
Deputy Clerk
PINEDAJ
LEGEND
APPROX.
= APPROXIMATE
MON.
= MONUMENT
AVE.
= AVENUE
N/A
= NOT APPLICABLE
(
= BASELINEL
N&D
= NAIL & DISK
BLVD.
BOULEVARD
N.T.S.
= NOT TO SCALE
CL
= CENTERLINE
NL
= NAIL
C.B.
= CHORD BEARING
NO.
= NUMBER
CCR
= CERTIFIED CORNER RECORD
O.R.B.
= OFFICIAL RECORD BOOK
C.M.
= CONCRET= MONUMENT
R
.= PROPERTY LINE
CONC..
= CONCRET
(P)
= PLAT
COR.
= CORNER
P.B.
= PLAT BOOK
(D)
= DEED
P.C.
= POINT OF CURVTURE
DB.
= DEED BOL K
P.E.
= PERMANENT EASEMENT
D.E.
= DRAINAGE EASEMENT
PI
= POINT OF INTERSECTION
DR.
= DRIVE
P.T.
= POINT OF TANGENCY
EXIST.
= EXISTING
PG.
= PAGE
ES T.
= EASEMENr
PK
= PARKER-KALON
A
= CENTRAL ANGLE
PMON
= POURED CONCRETE MONUMENT
F.E.C.
= FLORIDA EAST COAST
PSM
= PROFESSIONAL SURVEYOR & MAPPER
F.K.A.
= FORMERLY KNOWN AS
R/W
= RIGHT-OF-WAY
= FOUND
R
= RADIUS
MFN
FD T
= FLORIDA EPARTMENT OF
RD.
= ROAD
TRANSPORTATION
RGE.
= RANGE
ID
= IDENTIFICATION
R. R.
= RAILROAD
I
= IRON PIPE
RT.
= RIGHT
IR
= IRON R06
S.R.
= STATE ROAD
IRC
= IRON R06 & CAP
SEC.
= SECTION
L.A.
= LICENSE AGREEMENT
S.L.C.
= ST. LUCIE COUNTY
L
= ARC LENGTH
ST.
= STREET
LB
= LICENSED BUSINESS
STA.
= STATION
LT.
= LEFT
STMP
= STAMPED
MAb&D
= MAGNAIL & DISC
T
= TANGENT
MA f�T.
= MAINTAINED
TWP.
= TOWNSHIP
M.
= MISCELLANEOUS BOOK
U.E.
= UTILITY EASEMENT
REFERENCES
INDEX
SHEET No.
SHEET DESCRIPTION
1
COVER SHEET
2
KEY MAP
3-11
DETAIL SH ETS
12
TABULATION
SHEET
S TATEE EE OF FL®IDNIDA
ST. LUCHEd COUNTY
.,'1Dx.J1GHT -OF WAY MA4PF'
N 2 nd STREET;
AVENUE H;
• FISHERMANES. WHARF;
EN I N • INDIAN RIVER DRIVE;AVENUE M EXT S O
HARBOR STREET; PORT AVENUE
CONTRACT NO. C21-07-832
ST,.LUCIE COUNTY
LENGTH 1.52 MILES
TRAVERSING THROUGH
94050 - 2509 FDOT RIGHT OF WAY MAP
94010 - 2202 FDOT RIGHT OF WAY MAP SECTION 03, TOWNSHIP 35 SOUTH, RANGE 40 EAST
94050 - 2513 FDOT RIGHT OF WAY MAP
94500 - 2601 FDOT RIGHT OF WAY MAP
5/27 STATION MAP FLORIDA EAST COAST RAILWAY
P.B. 1, PG. 164, ASSESSOR'S MAP OF NORTH PART OF FORT PIERCE
P.B. 16, PG. 36, INDIAN RIVER MEMORIAL PARK
P.B. 23, PG. 17, INDIAN RIVER DRIVE
END RW MAP
CONTRACT NO, C21-07-832
GENERAL NOTES w w
0"
at at
1. HE BEARINGS SHOWN �EREON ARE BASED ON GRID NORTH AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, U
TRANSVERSE MERCATOR PROJECTION, FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983 ADJUSTMENT OF 2011 (NAD83-2011).
— — — — — Pt. —
A BEARING OF NORTH 14042'11" WEST HAS BEEN ESTABLISHED BETWEEN MONUMENTS 10001 AND 10004. �- _ �- ish House
i Cove 22
NAME NORTHING EASTING DESCRIPTION 20 , _ / 123
10001 1,135,895.540 874,594.640 SET MAG NAIL & DSIK L87055 �T . L I E 1
10004 1,138,499.910 873,911.250 SET MAG NAIL & DISK LB7055
2. ALL DIMENSIONS ARE CALCULATED, UNLESS NOTED OTHERWISE. ®\ J_(J�
to/I/ST. PIERCE INLET
3. ALL DISTANCES SHOWN EREON ARE IN U.S. SURVEY FEET: `���?QA� �7i 6STATE PARK
11fj\',•CU�Py _ �I 2 — — —
4. 6ORDINATES SHOWN HEREON WERE ESTABLISHED USING GNSS STATIC OBSERVATIONS WITH FLORIDA PERMANENT REFERENCE NETWORK
(FPRN AND RECOVERED NGS MONUMENTATION. — ` — FT. PIERCE SHORES
— — '.�' • Lucte �
5. PROPERTY BOUNDARIES AVE BEEN DETERMINED FROM FIELD SURVEY, PLATS OF RECORD, AND RECORD TITLE. THE RIGHT OF WAY GEOMETRY __ 5t. Out,. cP,
AS SHOWN HEREON HAS BEEN UPDATED BASED ON TITLE SEARCH AND ADDITIONAL RESEARCH AS PROVIDED BY ST. LUCIE COUNTY. THIS SURVEY r
- - - 32 P y G 3 5 � 6
DOES NOT DETERMINE OWNERSHIP OR PROPERTY RIGHTS. ? �' � A Jim is. Inlet
\ i � Ft pieroQ
Park �
6. LINES IDENTIFIED AS "APPROX. MAINT. LINE" ARE DETERMINED BASED ON BEST AVAILABLE EVIDENCE OBTAINED OR PROVIDED. TITLE REPORT
—————————— 3 • Faber
DID NOT PROVIDE A DEDICATED RIGHT OF WAY IN THESE AREAS. 4 I Pt.
6 \ Faber/ J
7. BASELINES SHOWN HER ON FOR N 2ND STREET, INDIAN RIVER DRIVE, AVENUE H, FISHERMANS WHARF, HARBOR STREET, PORT AVENUE, AND
THESE CORRIDORS. FORT Q�ue
AVENUE "M" EXTENSION ARE CALCULATED BASED ON CENTERLINE APPROXIMATIONS. NO HISTORIC BASELINE WAS PROVIDED OR RETRACED FOR P I E R C E
v , Thumb Pi.
• h Pop. 37,516 �
• CAUSEWAY IS.
8. ASELINES FOR S.R. 5 ( .S. HIGHWAY 1) AND S.R. AIA (SEAWAY DR.) ARE PREDICATED ON FDOT R/W MAPS 94010-2202, 94050-2509, AND _ Moose - _ _C'
/
940501Coue 2513. �T� �
_.___ • Hook Pt.
9. HIS RIGHT OF WAY MA HAS BEEN PREPARED FOR THE PURPOSE OF PREPARING LEGAL LAND DESCRIPTIONS, PREPARING ACQUISITION
lr
DOCUMENTS, MONUMENTATION PROPERTY MANAGEMENT, AND AS AN AID IN THE APPRAISAL OF THE RIGHT OF WAY REQUIRED FOR ' 12
• 0
TRANSPORTATION FACILITIES. THIS MAP IS NOT A SURVEY.
17
10. ATTENTION IS DIRECTED TO THE FACT THAT THESE MAPS MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED
WHEN OBTAINING SCALED DA A. 13 fi
6 1618
1 `cc
\ y,
11. THE TOPOGRPAHIC FEAT RES SHOWN HEREON WERE ACQUIRED USING RTK GPS AND LASER SCANNING METHODS AND WERE VERIFIED �, `� Bear Pt. -*11 S.
THROUGH A REDUNDANCY OF MEASUREMENTS FOR ACCURACY. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS COLLECTED SOLELY FOR THE
PURPOSE OF CREATING THIS MAP THIS MAP IS NO INTENDED TO BE USED FOR ENGINEERING DESIGN
TWP. 34 S.
TW P. 35 S.
NORTH
BEGIN R/W MAP
INSTR # 51551.521
P BK 119 Pages 23 - 34
RECORDED 10/16/2023 01:20:47 PMf1
SAINT LUCIE COUNTY
nFPUTY CLERK PINEDAJ
ALE
FILED FOR RECORD IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT FOR THE COUNTY
OF 'I" . ), Cc f STATE OF FLORIDA, IN ROAD PLAT B OK
IM PAGE ON THE Z(j' Y OF O (-A.D.
2 0_2
THIS RIGHT OF WAY MAP, WHEN RECORDED, IS AN INSTRUMENT OF CONVEYANCE,
TRANSFERRING IN ACCORDANCE WITH SECTION 337.29(3), F.S., ALL RIGHT, TITLE AND
INTEREST OF THE CITY OF FORT PIERCE, FLORIDA, IN THE ROAD, STREET, DRIVE,
AVENUE AND HIGHWAY, SET FORTH ON THIS MAP TO ST. LUCIE COUNTY GOVERNMENT, A
SUBDIVISION OF STATE OF FLORIDA. RE ORDED IN P BL CrRECORDS OF ST. LUCIE
COUNTY, FLORIDA, THIS DAY OF 20-51N ROAD PLAT
BOOK, PAGE
/I
CLCW OF THE CIRCUI COUR
ST. LUCIE COUNTY, F ORIDA
LEGEND
E2 = AIR CONDITIONING UNIT
®= RR WARNING SIGN
=
BACK FLOW PREVENTER
SIGN
=
BENCH
a -a = SIGNAL MAST ARM
=
BOLLARD
SIGNAL WITH GATE
04 =
CAMERA
= STANDPIPE (WATER)
b =
DELINEATOR POST
STREET LIGHT POLE
=
FIRE HYDRANT
Fo = TELEPHONE PEDESTAL/SERVICE
O =
FOUND MONUMENT AS DESCRIBED
= TREE PALM
---3 =
GUY WIRE ANCHOR
= VALVE
• =
SET MONUMENT AS DESCRIBED
� = VALVE (SEWER)
o =
JUNCT. BOX/SERVICE CABINET
= VALVE BOX (NON -POTABLE WATER)
=
MAILBOX
= VALVE COVER
=
MANHOLE (STORM WATER)
@= VALVE COVER (NON -POTABLE WATER)
C =
MANHOLE (TELEPHONE)
= VALVE COVER(SEWER)
=
METER ELECTRIC
= VALVE COVER(WATER) -
=
POWER POLE
= VENT
6 =
POWER POLE & TRANSFORMER
= VENT (GAS)
� =
PULL BOX
° =VENT (SEWER)
-�- =
PUMP STATION
mn-, = WATER METER
SURVEYOR'S
CERTIFICATION
I HEREBY CERTIFY THIS MAP AND SURVEY WERE MADE FOR THE PURPOSE OF SURVEYING,
REFERENCING, DESCRIBING AND MAPPING THE SURVEY LINE, AND PROVIDING HORIZONTAL
POSITION DATA FOR THE. SUPPORT OR CONTROL OF RIGHT OF WAY RELATED MAPS FOR THE
TRANSPORTATION FACILITY SHOWN AND DEPICTED HEREON. I FURTHER CERTIFY SAID
SURVEY WAS DONE UNDER MY RESPONSIBLE CHARGE AND IS IN COMPLIANCE WITH THE
STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER 51-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO
SECTION 472.027, FLORIDA STATUTES.
THIS DRAWING, CONSISTING OF SHEETS 1 THROUGH 12 IS A TRUE, ACCURATE AND
''OMPLETE DEPICTION OF A FIELD SURVEY PERFORMED UNDER MY DIRECTION AND COMPLETED
ON JU;. _ 15, 2023.
o'RTEpj
•
� CONTRACT
NO. C21-07-832
IOII (�(ZOZ3
7284Me�.,o2
'•��?
12. NLY THE FIXED IMPROVEMENTS PERTINENT TO THE PARCELS TO BE ACQUIRED ARE SHOWN HEREON. FIXED INTERIOR IMPROVEMENTS AND
VICINITY MAP
a^ e
-
: Q;
- '
UNDE ENCROACHMENTS, IF ANY, HAVE NOT BEEN LOCATED. TOPOGRAPHIC FEATURES SHOWN HEREON WERE PROVIDED BY FDOT AND
<: ;N`
SUPPLEMENTED
LGROUND
BY WGI UNDER CONTRACT #: C21-07-832.
(NOT TO SCALE)
RANDOLPH ORTEGA GONZALEZ, P.S.M.
DATE
,
FLORIDA PROFESSIO AL SURVEYOR AND
MAPPER NO. 7284
= -o�, STATE OF .'
�YMBOLS
2035 VISTA PARKWAY
moo,-'•, FLORIDA
13. SHOWN HEREON_
ARE NOT TO SCALE.
WEST PALM BEACH, FL 33411
10
14.
HIS SURVEY WAS PREP
RED IN ACCORDANCE WITH THE "STANDARDS OF PRACTICE", AS SET FORTH BY THE FLORIDA BOARD OF
`
NOT VALID WITHOUT SIGNATURE AND ORIGINAL RAISED SEAL
PROFESSIONAL SURVEYORS AND
MAPPERS IN RULE 51-17.050 THROUGH 51-17.053, OF THE FLORIDA ADMINISTRATIVE CODE.
THIS MAP IS NOT A SURVEY
15.
HIS MAP MODIFIES THE
RIGHT OF WAY GEOMETRY FOR NORTH 2ND STREET AT APPROXIMATE STATION 38+15.00 BASED ON DEED BOOK 103,
PAGE
514. THE GEOMETRY IN
THIS MAP SUPERSEDES ANY GEOMETRY DISCREPANCY THAT MAY EXIST BETWEEN THIS MAP AND THE PARCEL SKETCH
AND LEGAL
DESCRIPTION PREPARED
BY WGI, RECORDED IN O.R.B. 5022, PAGE 1940, FOR NORTH 2ND STREET.
N 2nd STREET;
AVENUE H; FISHERMANS WHARF; AVENUE M EXTENSION;
INDIAN RIVER DRIVE;
HARBOR STREET; PORT AVENUE
APPROVED BY DATE
BY
DATE
WAGPS PREPARED BY:
DATA SOURCE:
ST. LUCIE COUNTY
/� G
�%fCPiX�y
I-
PRELIM
S. HARP
07/31/2023
CONTRACT N0.
C21-07-832 SECTION N/A
SEE GENERAL NOTES
RI6 HT O F WA
MAP
l(lG�iV V/��/���3
�
LB N0. 7055
SCALE: N/A
_
----------------------- _
-
FINAL
S. HARP
07/31/2023
COUNTY SURVEYOR
COUNTY ROAD
NO. N/A ST, LUCIE COUNTY
F.P.I.D. NO. N/A
SHEET 1 OF 12
REVISION
BY DATE
REVISION
BY
DATE
CHECKED
R. ORTEGA
07/31/2023
PLAT BK 119 PG 24
K I I ot PON �lq
W
W
Ul
F_
W
w
Ul
SW COR.
SEC. 3-35-40
FND NL MAG&W
SLC LS7079
N = 1,134,901.304
4
E = 872,462.437
SHEET 3
W 1/4 COR.
SEC. 3-35-40
FND NL&W
S pp RLS 2397
636 20 46" E N = 1,137,537.162
2
E = 872,446.516
SHEET 5 Sop°2
0„
n d � n d -- n d 2,789, 21
E
N 2 ST. N 2 ST. N 2 ST. SECTION LAVE
END R/W MAP
SURVEY AVENUE H Curve CUR1 w
CITY OF . FORT PIERCE
SW COR.
SEC. 3-35-40
FND NL MAG&W
SLC LS7079
N = 1,134,901.304
SHEET 4 E = 872,462.437
STA. 30+00.00 =
BEGIN
R/W MAP
P.I.
STA. 803+37.55
Curve CUR2
?
END k SURVEY S.R. 5 (U.S. HWY 1)
z
nd
N 2 STREET
A=
13°20'14°
P.I.
STA. 816+66.81
°
z
k
STA. 831+84.63
SURVEY AVENUE H
A =
18 34 15
0
o
STA. 37+69.84
STA. 26+40.13
D =
01°30'00"
v
N
1,138,933.043
N 1,135,956.259
N
1,135,924.035
T =
L =
3435 5'08„
683.19'
T =
624.52'
N
E
873,052.056
E 874,564.082
E
874,196.663
R =
2,934.91'
L =
1,238.09'
R =
3,819.83'
P.C.
STA. 799+94.40
P.C.
STA. 810+42.29
P.T.
STA. 806+77.59
P.T.
STA. 822+80.38
BEGIN
R/W MAP
BEGIN SURVEY S.R. 5 (U.S. HWY 1)
30
l SURVEY
FISHERMANS WHARF
o, N
co
STA. 790+09.83 "' `" +
STA. 30+00.00 = 0 0 + o ,,� r'�
N 1,135,007.691 / N 2nd STREET ti ti o`O °° o~ o g25 ° 6'01- w
E 874,356.697 [� STA. 37+49.05 0 0 0° N 23 1
N 1,135,937.518 0 0 CID
a 0 0
E 874,564.082 8 0 5 0 C $2
SO a 810 815
BEGIN SURVEY SEAWAY DR. (S.R. AlA) CURVE CUR1 Nos°al'52° w uR2 BEGIN R/W MAP
STA. 9+50.48 =
Acs� Q SURVEY S.R. 5 (U.S. HWY 1) CURVE c SURVEY AVENUE M EXTENSION
S.R. 5 (U.S. HWY 1) N 00008'37" w 7 q
„W
STA. 792+ 18.04 N 22002'07 �99X Snd A. 29+68.16 =
N 1,135,215.900 W 9Q N 2 STREET
E 874,356.175 ~ w SURVEY A° STA. 54+07.64
�� AVENUE H N 1,137,548.583
BEGIN R/W MAP Pc sT `� nd �I SURVEY N 2nd STREET E 874,183.923
SURVEY N 2nd STREET A' 12+62.26 SURVEY N 2 STREET03 40 45 50 55
STA. 30+00.00 = �j z O - _ 60
SEAWAY DR. (S.R. AlA) 30 - 6 , L7 (Y1 8 L9_ __ L10-- L11_ _ L12 --
_�_- L5 M ` t�-i ~ ` N R W MAP _-`° Qui'-'__ N o8°43'11" VV_
STA. 13+72.21 t_1 L� Z BEGIN / O nd
N 1,135,221.120 " ` r"'� SURVEY PORT AVENUE to PC STq SURVEY N 2 STREET
E 874,777.826 SURVEY tD
N oo°4r4s° E W Q II 1. STA. 29+99.27 = 30*54.6,
35
RIVER DR / LL N p �' N 2 STREET �
BEGIN R/W MAP 3 A
INDIAN Ln
1% CURV � W � r" �I � I� STA. 44+00.12 � PT STA. 32+80.06
f� SURVEY INDIAN RIVER DRIVE N 18°52_12_ W E CURS = rn N 1,136,559.877 c
STA. 30+00.00 = PC STA.35+43.54 0 rn -c E 874,377.015 i
PT STA.36+56.29 Q_ SURVEY '
RIGHT OF WAY MAP
SCALE: 1
200,
NW COR.
SEC. 3-35-40
FND NL MAG&W
SLC LS7079
N = 1,140,325.957
E = 872,430.009
�ti
""7
00
J J
0 0
00
END R/W MAP
SURVEY N 2nd STREET
STA. 64+61.41
N 1,138,589.915
E 874,022.575
SEAWAY DR. (S.R. AlA)
STA. 16+31.82 30 HARBOR ST. II l�J
N 1,135,254.855 m I M� N 16°17106" W__ Ln ILTI
E 875,035.035
I �LL < I END R/W MAP
ui cc
O W = �, SURVEY AVENUE M EXTENSION
CND R/W MAP rn w STA. 47+37.91
N SURVEY PORT AVENU
,5� c o N 1,138,440.043
Curve CURS 21+7'1 Q F STA. 34+82.11 m = E 875,065.108
P.I. STA. 17+28.86 P1 SSA' I cco
N 1,136,726.685 3rn
A = 27°27'30"
D = 03°00'00" E 874,830.128 n
T - 466.60' END R/W MAP m I
L = 915.28' G /� SURVEY INDIAN RIVER DRIVE END R/W MAP N
R = 1,909.86' STA. 37+09.29 = 1. SURVEY HARBOR STREET O O 45
P.C. STA. 12+62.26 N j FISHERMANS WHARF STA. 33+25.00 Z
P.T. STA. 21+77.54 - -< cn _ °
?� N 1,136,714.690 N-� Curve CURE
� STA. 3 2 + 7 8.11
v N 1,135,932.980 E 874,869.863 �- J P.I. STA. 31+69.37
�z
N 69053'13" E E 874,842.356 A= 26°11'58"
D - 11°37'26"
p BEGIN R/W MAP T = 114.70'
p SURVEY HARBOR STREET L = 225.39'
END SURVEY SEAWAY DR. STA. 30+00.00 R = 492.91'
(S.R. AlA) 2 P.C. STA. 30+54.67
N 1,136,402.729 P.T. STA. 32+80.06
STA. 30+00.00 1� END R/W MAP E 874,960.999
N 1,135,819.658 . $ SURVEY FISHERMANS WHARF SHEET 9
E 876,275.486 m STA. 42+61.43
N 1,135,938.891 AVENUE M
cC1 E 875,821.635 Curve CUR5 EXTENSION
P.I. STA. 36+00.48
A = 19°40'00"
D = 17°2636"
SHEET 10 T=L = 12112.75'
R = 328 47'
ST. LUCIE COUNTY
INDIAN RIVER DR.
P.C. STA. 35+43.54
P.T. STA. 36+56.29
�9:e�
N
2nd STREET
LINE TABLE
LINE
BEARING
L1
N
20043'00"
W
L2
N
17054'02"
W
L3
N
15033'41"
W
L4
N
15016'49"
W
L5
N
13019'34" W
L6
N
25038'38"
W
L7
N
15051'51"
W
L8
N
13059' 14"
W
L9
N
11013'32"
W
L10
N
10054'36"
W
L11
N
10055'01"
W
L12
N
09011' 18"
W
z
O
PNI
W
F_.
x
W
a
W
z
W
Q
SEE DETAIL SHEETS 2 THROUGH 4 FOR
PI STATION INFORMATION
THIS MAP IS NOT A SURVEY
N 2nd STREET; AVENUE H; FISHERMANS WHARF; AVENUE M EXTENSION; INDIAN RIVER DRIVE; HARBOR STREET; PORT AVENUE
APPROVED BY DATE BY DATE MAPS PREPARED BY: DATA SOURCE:
M{'�X y GiG2V/2-5-1Z023 PRELIM S. HARP 07/31/2023 CONTRACT NO. C21-07-832 SECTION NIA WGI SEE GENERAL NOTES
LB N0. 7055 SCALE: 1" = 200'
FINAL S. HARP 07/31/2023
COUNTY SURVEYOR REVISION BY DATE REVISION BY DATE CHECKED R. ORTEGA 07/31/2023 . COUNTY ROAD NO. N/A ST. LUCIE COUNTY F.P.I.D. NO, N/A SHEET 2 OF 12
PLAT BK 119 PG 25
P.B. 1, , PG. 164--
'
(PER F.S94.004 33.0033.00'
. 95.361)'
70.00'
I ; (F.S. 95.361)
w I
' z
Lu W W
2
S4.pp, f� v '� Z
Curve CURS
P.I. STA. 17+28.86 (g4pSO-2Spg) S4•00, N 2"d STREET Q 0 W z r`
A = 27°27 30 (94p5 PI STA. 37+69.84 1 ) Q - `-"
T = 466 60,00" �2 1p8.Op� p-25pg) [� AVENUE H � 2 [L' M0 - a
PI STA. 30+00.00 k cn 0 m N M
L= 915.28' '' N 1,135,956.259 w w I o N
R = 1,909.86' �. to _ _ L39•I '" N `-- ►t 39+48.65. 30.00' LT. '� h
� v E 874,555.085 SEE � P.C. STA. 12+62.26 W Q w :-. SHEET II �� tt m SET 5/8" IRC LB7055 J Q)
P.T. STA. 21+77.54 L 3 qrJ61� ,� IVO. 6 a J Q oo
'0 38+32.03; 30.00' LT.Ln
o v
^� LLI ti o i I SET 5/8" IRC LB7055 o
BEGIN R/W MAP Q / cn N 2"d STREET °1 m 9.3' �#
�' PI STA. 37+49.05 N '' PI STA. 38+32.03 oo•
SURVEY N 2"d STREET z W z�
PC FISHERMANS WHARF o; N = 1,136,012.321
CONTRACT NO. C21-07-832 STA , b ►- LO k PI STA. 33+58.12 0 ? E = 874,528.173
12+g �. -r Ln PI STA. 30+00.00 Z ;� ! 31.63'
A
_ - p
_ o A = O1° 19'S7" N = 1,135,560.994 135, _ .._ ... _ .._.-.
;... ..
__ .._ ......
f� S A. 30+00.00 = Q n L = 43.16'' E = 874,665.621 N = 1, 937.518 + 11 " E p 116.6 SAINT. LINE uJ
SEA AY DR. (S.R. A1A) ~ R = 1,85s.86' E = 874,564.082 �^, w
v U v� � SEE DETAIL A ,
PI STA. 34+08.19 EXIST. w
STA. 13-F-72.21 k C.B. = S 89°03'16" W 35+48.03; 29.79' LT. 82 o z o O
f� ~ u, 33+58.12; 25.00' LT. N = 1,135,609.286 r., - , g2. 48'36 W o T o J o Z
It'll' E = 874,652.428 aN, LSET 5/8 IRC LB7055 - �. , \ 'N 5 W N 15 51 51 W = + b 32+86.08 SET 5/8 IRC LB7055 _ °
N = 1,135,221.120 2 STORY
n u�a. 25.00' LT.� j .....................r_.._=-
+ - BUILDING 31+18.45 25.00 LT. '� w,� o W
E = 874,777.826 o w - x _...- +
32+72.08 25.00' LT. �' azoN 15 37 44 W - •-._.I N 25°38
X - - p W
-- 6 23' 1
......_.._.___...._....._._.. , x18 J 0 23 51 ; 28.97' w Q
SET 5/8 IRC LB7055 7 IRC LB705
Ln
_ N 15 1649 W ,a....._ - s
0 o SET 5/8 IRC. LB7055' - - z.f 190.90' _ PI STA. 37+00. 1 M RT. SET 5/8" o n�_ _ .. _ - H to
w ... = - ... �:: 86 62' _ _._ .... 1,135,893.938 0 2g.92
13+44.70; 54.66' RT. r 177� -- .......... - _ ..__........ ..
F 3 5
�^ a„ _ N
23.87 �N 15 33 41 W M +14.5 Eg1055 3
FND 1/2" IP a --'''-"= L 154.75' 32+84.87; E 874,585.002 6 _ _
23.60 N' ° „ ° " N 13°19'34" W 38 811 IRC L�� EXIST. 440 94' '.N 15°51'51" W.
- t\. u,....... N 17 54 02 W.._..,FND 518 IRC NO ID _ N 15 33 41 W N 15 16 49 W _.._
yY S 35°27'07" W. �\ 34.52'F�, W �, A = 101°16'O1".....__._._ 5E1 5^ _...__._
13+70.00; 73.75' RT. 30+84.55; 25.00 LT. ° SURVEY N 2d STREET
r ti ti MAINT. LINE
0 43 00 N o N 17°54'02" W L- 58.03
N 2 � 0 33+58.06 25.00 RT. 50.00 104 `� _..... _Y .._....._K-
FND 1/2" IR SET 5/8" IRC LB7055 4
c. 0 o 71.57; 25.00' RT o SET MAG&D LB7055 N 15°16'49" W _._.__..........._ 36+02.16; 30.64' RT.'-_
L,Y„
3 - C.B. �' . + + ° ,� '
v, 0 32+ N----..._...•�_ ................. _._.._{`..... 93 20' SET 5/8" IRC LB705.5 = N 40°18'03" E + ^ N_ - - A 31 39 4 :\
" W w 'N„ SET 5/8" IRC LB7055 ._t_ - - - - - R 16 50
_ .... - 1 - _.. ,t 1 co ,^,� L 9 12
85.47 �� ' _._. 60.12_ co dM rfi- - __
_ _
... ...........,
N 20043 00 31+01.44 rn o - L.. 11 38 5 W 19 58N 31 41 43 W
.168.92 ...... _ N 15°33'41 W-I (
/ W co
r 1 0 � ,
,a>, �, ' I 24, C.B.g ° ,
N r,_ - .. .._.. .... .... - " N N IV O 33 0
24.19' RT N 17°54 02 ...VU . �� PI STA. 32+72.08 �, :r 25. T. �� .; (6 5 ,
00' R
3 °
`r rn �r ..._ _.._.._ _ •, i �; ...... � - - - � +62.20; .78 RT. ,, .. n, ;" I +o2g 02 W 38.63
.. r y.:.. o N = 1,135,478.102 2 STORY i N 24 - - - I ° ,�
0 o!�n PI STA. 31+18.45..,:- o\34+07.60;t SET MAG&D LB7055 ! z 5 71 46 33 W
o O' _ E = 874,688.705 BUILDING 27.29 RT. ' t 36+92.30; 74.65' RT. % DETAIL 38+09.57; 68.23' RT.
14+30.12; 113.20 RT. `Z'� N - 1,135,331.914 FND 1/2 IP NO ID t
SEE "B"
N 1 1p '�/ Ck t SET 5/8 IRC LB7055 x SET 5/8 IRC L67055
v+ FND IRC ILLEGIBLE ,.f ;"` 1ti �`� E = 874,735.924
14+ 18.04 .. i
� fk� c 31+01.60; 25.30' RT, t o S �?
Z) 54.00 LT. n; E
14+48.23; 55.01' RT. U w' ? c> FND 5/8" IRC NO ID tt ,� E SHEET N �
FND X CUT IN CONC. _ - - _ -Qj z 14+19.01; 54.65' LT. tt l �' 6 _ i� F`
�� 6 a
---- - - - - -- u 3 FND 5/8" NO ID %
r� W p �21 d
A=043759 �ni , MU �`
N L= 150.07'\ t J h 2 co U
108.00 R = 1,855.86' , �i �,� ry �, U
X�
54.00, C.B. = S 82°43'51" W w
t p' o) Kco to ^ Q
(94050-2509) s4.00' H ;t SURVEY FISHERMANS z M ?
� (g4o5o.2509) G HERMANS WHARF � Ln F. K.A. STATE ROUTE 162
F ,
E t, (CAUSEWAY DRIVE) 33 pp
33.00,
(P. g• 66. Op'
------ - ------ 22, PC. 14)
f- - W -� 1
ccI- - - - -----�-,�----------------- --.,
c►n i Z I I DENAT S. B"O�� ._.';r,.'I
1 w rn
W I I
x
g5.82„ W I I GRASS 5 w
25° 48 36
I I
R/W .
EXISTLINE �m 52'
I I 'COMP'
I DIAN RIVER �
. � I �P MEMORIAL PARK
P.B. 10, PG. 36
ry
N Z STREET
DETAIL "A"I
I
- - - - - - - - - - --------- N.T.S_ I ._------------------ ------
SEE SHEET ONE FOR LEGEND AND GENERAL NOTES
RIGHT OF WAY MAP
ST. LUCIE COUNTY
APPROVED BY DATE ---
M- ,fit xa 6r`G21/1 9125/223 _--
COUNTY SURVEYOR
REVISION
r-
THIS MAP IS NOT A SURVEY
N 2d STREET; AVENUE H; FISHERMANS WHARF; AVENUE M EXTENSION; INDIAN RIVER DRIVE; HARBOR STREET; PORT AVENUE
BY DATE MAPS PREPARED BY: DATA SOURCE:
PRELIM S. HARP 07/31/2023 CONTRACT NO. C21-07-832 SECTION N/A WGI SEE COVER SHEET
LB NO. 7055 SCALE: 1" = 40'
FINAL S. HARP 07/31/2023
BY DATE REVISION BY DATE I CHECKED I R. ORTEGA 07/31/2023 1 COUNTY ROAD NO. N/A ST. LUCIE COUNTY F.P.I.D. NO. N/A SHEET 3 OF 12
PLAT BK 119 PG 26
PLAT BK 119 PG 27
PLAT BK 119 PG 28
PLAT BK 119 PG 29
PLAT BK 119 PG 30
PLAT BK 119 PG 31
CITY OF FORT PIERCE
MATCHLINE
STA. 40+00.00
SHEET NO. 8
I \, °GTS
l Lu I ui
z
z `
� z �,Ox-
- ,
�Q `.41+47.17; 25.00' LT. �` / :� - - 47+37.91 47+38.18; 25.35' LT.
"RC LB7055X SET 5/8`25.00' LT. 1-1/4" CRIMPED IP NO ID
— — _..... __ _...... _.. - ........ _.._._ _..._................. —._— ......... — — — — — — — — —
-` "'T S 20028130" E o EXIST. MAINT. LINE 47+37 96 24 97' LT
f PI STA. 41+22.17 \ o A G
N = 1,137,863.202 ''F J. _ Ln r- rn (✓^ r`' I FND 4" 1R D
E = 875 280.493 o N r, _ _ _..... __.._ _. _ _ _ ...._._ .._.... __ _ _.... _ ___ . N 20°28'30" W - -_ o N N0
j 100 /
0 1 -I I --- ... - I a
_.
N SURVEY XTENSIO __..... mN o'��
C),
AVENUE M E N _._.
a�e :, _ .... o Ln C� a _ _..__. _.._ _ Ln
N
_ , 640.54 _ _ _ _ '^' _ _EXIST. MAINT. LINE_
x ...........__ ,
41+22.17; 35.36' RT. N 20028'30" W
SET 5/8" IRC LB7055 r
END R/W MAP
� SURVEY AVENUE M EXT.
CONTRACT NO. C21-07-832
Q STA. 47+37.91
N = 1,138,440.043
E = 875,065.108
SFc
Twp 3S3
S
SCARF' RGF 40 E
1 �40
THIS MAP IS NOT A SURVEY
SEE SHEET ONE FOR LEGEND AND GENERAL NOTES N 2nd STREET; AVENUE H; FISHERMANS WHARF; AVENUE M EXTENSION; INDIAN RIVER DRIVE; HARBOR STREET; PORT AVENUE
APPROVED BY DATE - BY DATE MAPS PREPARED BY: DATA SOURCE:
ST. LUCIE COUNTY /l�� ��X2 G1�2� 9�Z5�ZaZ3 CONTRACT NO. C21-07-832 SECTION N/A WGI SEE COVER SHEET
RIGHT OF W Y MAP _____________________ PRELIM S. HARP 07/31/2023
1 LB NO. 7055
FINAL S. HARP 07/31/2023 SCALE: 1" = 40'
COUNTY SURVEYOR REv1510N BY DATE REVISION BY DATE CHECKED R. ORTEGA 07/31/2023 COUNTY ROAD NO. N/A ST. LUCIE COUNTY F.P.I.D. NO. N/A SHEET 9 OF 12
i
PLAT BK 119 PG 32
PLAT BK 119 PG 33
CITY OF FORT PIERCE
1 �
I I
al
VARIES I I
(F.S. 95.361 ) Lni
SIN
BEGIN R/W MAP Lr) d11-1*
SURVEY PORT AVENUE I 3 u� END R/W MAP
CONTRACT NO. C21-07-832 1 PI STA. 44+69.42 �i SURVEY PORT AVENUE
ry N = 1,136,627.121 1
STA. 29+99.27 = M E = 874,360.265 CONTRACT PJO. C21-07-832
N 2nd STREET I ; STA. 34+82.11
STA. 44+00.12 I - -136,726.685
2 I SEE DETAIL "A" 1 '
N = 1,136,559.877 ON SHEET 4 N OVERHANG m 1 E = 874,830.128 BUILDING 34+83.84; 25.00' LT.
co
N 30+23.35; 25.00' LT. v I SET 5/8 IRC LB7055 Off Chain
E = 874,377.015
o - 1 SET MAG&D LB7055 FND 1" IP NO ID
° !- ¢
460.50' -
' �o I - - = - -
o EXIST. R/W LINE N 69°47'22" E o 3 2.6'
3 0 z o
_._ _ ...__ ......... _....... __ ...._ ......_ _.._ _ _ _ _ ._._. - ___ _ _. _ _ _ _ - _ - - _ _ _..._. _..... _ _ __ 101 0 __ 00 _ 1
Ln ON _ N._ON_ �.. En fVN '
N 6904722" E I o ~ N o ,,;'r' 1 '7
Lcl°°� SURVEY PORT AVENUE �
o
v a -Lo
o O a .-� 'j,
Z Ln
i
460.11' EXIST. R/W LINE
- = - -
�� 3 69°47'22" E L J N �'•- ,, � ` 34+80.38; 25.00' RT. I ��
...-. 30+44.17; 24.98' RT. k.. ..... IRC .........,........ 32+18.55 r`. �:. C B7055
W FND 5/8 C&T LB4286 25.00 RT. 9 32 33+26.77; 25.50' RT.
25.50' 25.50'
�v W 30+44.17 32+18.54; 25.06 RT. SET 5/8 IRC LB7055
I 25.00' RT. FND 5/8" C&T LB4286 N 69°48'06" E (p,B ~ 71
Lu
�
w�� 33+
.; .. PG. 363
CD
w O SET 5/8" IRC LB7055 25.50' LT.
Z c ; Z Ln 0 33+23.52; 23.77' LT.
++ Z FND 5/8" IRC RLS LB2391
1.3'
� �� .Z m w 1' 32+23.48; 24.5LT. i
w:
VI-) ui
w I Q Q = FND 5/8" IRC C&T LB4286 -',w ! ZI
jX A' W Z I % Ln32+23.54
IW > �' I
�\A< 25.50 32+06.56; 25.55' RT.
cc i
Wi FND 1/2" IP NO ID
\��, t= h 32+06.77
' x 25.50' RT.
PI STA. 42+69.50 x 5.7- ,ti'w
N = 1,136,433.125Cei w 3 "
E = 874,408.588 30.00 ' 0.9' -
I
0 0
30.00 0
. O .............I
I.E- 60.00' x N I m o io
cc
(F.S. 95.361 I o
J
m
Lu
1 I z
6.11
} I CIC
� 1 �
51.00'
25.50' 25.50'
I
(D.B. 71,
? J PG. 363) 0.2Lu
> f ?
._1
In
w (A
x 30+01.77; 25.50' RT.
co w SET 5/8" IRC LB7055
0 .4
29+98.23 M
25.50' LT. 51.12'
29+98.00; 24.66' LT. N 69044'54" E
FND NL & PKD MMR LB4644
BEGIN R/W MAP
SURVEY HARBOR STREET
CONTRACT NO. C21-07-832
STA. 30+00.00
N = 1,136,402.729
E = 874,960.999
END R/W MAP
k SURVEY HARBOR STREET
CONTRACT NO. C21-07-832
k STA. 33+25.00
N = 1,136,714.690
E = 874,869.863
THIS MAP IS NOT A SURVEY
SEE SHEET ONE FOR LEGEND AND GENERAL NOTES N 2nd STREET; AVENUE H; FISHERMANS WHARF; AVENUE M EXTENSION; INDIAN RIVER DRIVE; HARBOR STREET; PORT AVENUE
APPROVED BY /Q,, r DATE BY DATE MAPS PREPARED BY: DATA SOURCE:
ST. LUCIE COUNTY �G2XE G�✓CJV/ZJJ PRELIM S. HARP 07/31/2023 CONTRACT NO. C21-07-832 SECTION N/A WGI SEE COVER SHEET
RIGHT OF WAY MAP ----- ------------- LB NO.7055 SCALE: 1" 40'
FINAL S. HARP 07/31/2023
COUNTY SURVEYOR COUNTY ROAD NO. N/A ST. LUCIE COUNTY F.P.I.D. NO. N/A SHEET 11 OF 12
REVISION BY DATE REVISION BY DATE CHECKED R.ORTEGA 07/31/2023
PLAT BK 119 PG 34