HomeMy WebLinkAboutMidway Road - Turnpike to East of 25th StLEGEND:
AC. .
ACRE IS
FND.
. FOUND
P.T.
• POINT OF TANGENCY
AH. •
AHEAD
GOV'T.
• GOVERNMENT
PVT
• PAVEMENT
A.K.A. •
ALSO KNOWN AS
HDWL
. HEADWALL
R
• RADIUS
ALUM. •
ALUMINUM
HWF
. HOGW[RE FENCE
RD.
• ROAD
APPROX. •
APPROXIMATE
I.B.
. IRON BAR
REC.
. RECOVERED
ASPH •
ASPHALT
ID.
• IDENTIFICATION
REF.
• REFERENCE
AUTH. •
AUTHORITY
I.P.
• IRON PIPE
RES.
• RESIDENCE
AVE. .
AVENUE
I.P.8C.
. IRON PIPE AND CAP
RGE.
• RANGE
BK. •
BACK
I.R.
. IRON ROD
R.R.
• RAILROAD
BLDG. .
BUILDING
I.R.BC.
• IRON ROD AND CAP
RT.
• RIGHT
BLVD. •
BOULEVARD
L
• LENGTH
R/W
• RIGHT OF WAY
B.D.S. .
BEGINNING OF SURVEY
L.A.
. LIMITED ACCESS
SEC.
• SECTION
BUS. •
BUSINESS
LB
. LAND SURVEY BUSINESS NUMBER
S.F.
• SQUARE FEET
B.W.F. •
BARBED WIRE FENCE
LN.
. LANE
SHLDR
. SHOULDER
C •
CHORD DISTANCE
L.D.C.
. LIMITS OF CONSTRUCTION
S.R.
. STATE ROAD
CB .
CHORD BEARING
LS
• LAND SURVEYOR REGISTRATION NUMBER
S.R.D.
. STATE ROAD DEPARTMENT
CBS .
CONCRETE BLOCK STRUCTURE
LT.
. LEFT
ST.
. STREET
C.C.R. •
CERTIFIED CORNER RECORD
LTD.
• LIMITED
STA.
• STATION
C8G •
CURB AND GUTTER
MAG
• MAGNETIC
STY.
• STORY
CIR. .
CIRCLE
M.B.
. MINUTE BOOK
SUB.
. SUBDIVISION
CLF .
CHAIN LINK FENCE
MAINT.
• MAINTAINED
SWK
. SIDEWALK
C.M. •
CONCRETE MONUMENT
mi.
• MILE(S)
T
• TANGENT
C.R. •
COUNTY ROAD
MON.
• MONUMENT
T.C.
• TANGENT TO CURVE
CHA. •
CHAIN(S)
N 8 D
. NAIL AND DISK
TERR.
• TERRACE
CO. •
COUNTY
N.A.D.
• NORTH AMERICAN DATUM
T.I.I.F.
• TRUSTEES OF THE INTERNAL
COMM. .
COMMERCIAL
N.T.S.
• NOT TO SCALE
IMPROVEMENT FUND
CONC. .
CONCRETE
N/A
. NOT APPLICABLE
T.I.I.T.F.
• TRUSTEES OF THE INTERNAL
CONST. .
CONSTRUCTION
NO.
• NUMBER
IMPROVEMENT TRUST FUND
COR. •
CORNER
O.R.B.
. OFFICIAL RECORDS BOOK
TWP.
• TOWNSHIP
COV'D •
COVERED
P.B.
• PLAT BOOK
UTIL.
• UTILITY
CT. •
COURT
P.C.
• POINT OF CURVATURE
W/
• WITH
D.B. •
DEED BOOK
P.C.C.
• POINT OF COMPOUND CURVATURE
W.F.S.
. WOOD FRAME STRUCTURE
D.E.P. •
DEPARTMENT OF ENVIRONMENTAL
P.C.P.
. PERMANENT CONTROL POINT
. DELTA (CENTRAL ANGLE)
PROTECTION
PG.
. PACE
• BASELINE
DR. •
DRIVE
P.I.
• POINT OF INTERSECTION
fE
• CENTERLINE
DWY •
DRIVEWAY
P-K NAIL
• PARKER-KALON NAIL
• PROPERTY LINE
E.O.S. .
END OF SURVEY
PKWY.
• PARKWAY
(C)
. CALCULATED DATA
E/P •
EDGE OF PAVEMENT
PL.
. PLACE
(D)
• DEED DATA
EQ. •
EQUATION
P.L.S.
. PROFESSIONAL LAND SURVEYOR
(F)
• FIELD DATA
ESMT. •
EASEMENT
(or PLS)
(P)
• PLAT DATA
EXIST. •
EXISTING
P.O.C.
. POINT ON CURVE
EXPWY. •
EXPRESSWAY
P.O.T.
• POINT ON TANGENT
F.A. .
FEDERAL AID
PP
. POWER POLE
F.D.O.T. •
FLORIDA DEPARTMENT OF
P.R.C.
• POINT OF REVERSE CURVATURE
(or FOOT)
TRANSPORTATION
P.R.M.
. PERMANENT REFERENCE MONUMENT
F.K.A. •
FORMERLY KNOWN AS
PROJ.
. PROJECT
FNC •
FENCE
P.S.M.
. PROFESSIONAL SURVEYOR AND MAPPER
(or PSM)
GENERAL NOTES:
I. THE BEARINGS AND COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE
COORDINATE SYSTEM, EAST ZONE, 1983 NORTH AMERICAN DATUM, 1990 ADJUSTMENT, AS
ESTABLISHED FROM EXISTING CONTROL MONUMENTATION FOR STATIONS I95_85_A27_RM2 AND
I95_85_A31_RM2 AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY (NGS), AND PRIMARY
NETWORK CONTROL MONUMENTATION FOR STATION BAGPS2 AS PUBLISHED BY THE FLORIDA
DEPARTMENT OF TRANSPORTATION, DERIVING A BEARING OF NORTH 89-54,47" WEST ALONG
THE CENTERLINE OF SURVEY OF MIDWAY ROAD BETWEEN P.O.T. STATION 220.44.45 AND P.I.
STA. 273.11.08.
2. THE CURVE DATA (TANGENT AND LENGTH) AND THE CENTERLINE OF SURVEY STATIONING HAS BEEN
CALCULATED BASED ON THE CENTRAL ANGLE OF THE CURVES EXPRESSED TO ONE -TENTH (00.1")
OF A SECOND, AS DERIVED FROM THE COORDINATE VALUES FOR THE POINT OF INTERSECTION
(P.I.) OF SAID CURVES. THE CENTRAL ANGLE OF THE CURVES AND ALL BEARINGS SHOWN
HEREON HAVE BEEN ROUNDED TO THE NEAREST SECOND (00-) PER FLORIDA DEPARTMENT OF
TRANSPORTATION MAPPING STANDARDS.
3. UNLESS OTHERWISE NOTED ALL THE DATA DESIGNATED AS IF) IS THE RESULT OF DIRECT FIELD
MEASUREMENTS, CALCULATED FROM A CLOSED FIELD TRAVERSE OR CALCULATED FROM REDUNDANT
FIELD MEASUREMENTS. ALL OTHER BEARINGS AND/OR DISTANCES ARE COMPUTED (C), DEED OR
DESCRIBED (D) OR PLATTED (P) AS NOTED HEREON.
4. THE EXISTING RIGHT OF WAY LINES FOR MIDWAY ROAD AS SHOWN HEREON ARE BASED ON FLORIDA
STATE ROAD DEPARTMENT RIGHT OF WAY MAP FOR ROAD No. 712, SECTION 94530-2602, FLORIDA
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP FOR STATE ROAD No. S-712, SECTION
94530-2604, RECORD TITLE OR PLAT DEDICATION. THE EXISTING RIGHT OF WAY LINES FOR
SELVITZ ROAD AS SHOWN HEREON ARE BASED ON FLORIDA STATE ROAD DEPARTMENT RIGHT OF WAY
MAP FOR STATE ROAD No. S-611-B, SECTION 94631-2605 AND THE PLAT OF FIRST REPEAT IN
PORT ST. LUCIE SECTION FORTY-EIGHT AS RECORDED IN PLAT BOOK 26. PAGE 23 OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
5 PROPERTY BOUNDARIES WERE DETERMINED FROM FIELD SURVEY, PLATS OF RECORD AND RECORD
TITLE. ALL REFERENCED OFFICIAL RECORDS AND PLATS ARE RECORDED IN THE COUNTY OF
PROJECT LOCATION UNLESS OTHERWISE NOTED.
6. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAYS, EASEMENTS, OWNERSHIP OR
OTHER INSTRUMENTS OF RECORD BY THIS FIRM.
7. UNDERGROUND ENCROACHMENTS, IF ANY, WERE NOT LOCATED.
8. RIGHT OF WAY MONUMENTS ARE TO BE SET AFTER CONSTRUCTION OF THE PROJECT IS COMPLETE.
9. THIS RIGHT OF WAY MAP WAS PREPARED FOR THE PURPOSE OF PREPARING LEGAL LAND
DESCRIPTIONS, ACQUISITION DOCUMENTS, MONUMENTATION, PROPERTY MANAGEMENT AND AS AN
AID IN THE APPRAISAL OF THE RIGHT OF WAY REQUIRED FOR TRANSPORTATION FACILITIES.
THIS MAP IS NOT A SURVEY.
10. THIS RIGHT OF WAY MAP IS SUPPORTED BY A RIGHT OF WAY CONTROL SURVEY FOR MIDWAY ROAD
(COUNTY ROAD No. 712), COMPLETED ON MAY 16, 2007, PREPARED UNDER THE RESPONSIBLE
CHARGE OF JOHN J. CAMPBELL, JR., FLORIDA REGISTERED SURVEYOR AND MAPPER No. 5522
AND IS FILED IN THE RIGHT OF WAY ENGINEERING SECTION OF ST. LUCIE COUNTY, FLORIDA.
11. ATTENTION IS DIRECTED TO THE FACT THAT THESE MAPS MAY HAVE BEEN ALTERED IN SIZE BY
REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.
PENS,
1181Gd3[7C�01F�WAY MAP
MIDWAY ROAD
FROM FLORIDA'S TURNPIKE
TO EAST OF 25TH STREET
TOWNSH
AND
TOWNSH
IN SECT
IP 36 SOUTH
ION
RANGE 39
IN SECTIONS
IP 36 SOUTH,
L U C I E
ST.
1
1
bw\\Z.
OUFFOR
t. Pierce
27
t{ i 25
�01M1 Interchange
No_ _ 5G 26_ . \./.
, 1 1 J ' \
Rd .� I I I 35 9
95 -- -� r-,
�,
1- 2 �_ 1�
RKMAVA
BEGIN PROJECT J (1 709 )LUCIE
STA. 220.44.45 -/_10�15OC
�r' PORT ST.
arlton
2
0
4, 5 AND
RANGE 40
COUNTY
IV
-------W5
m '
VICINITY MAP
NOT TO SCALE
33
4
341 1 ndian
River
Est./
712
2
L /H J I
J
cj While I Collins Park
y0 9 City Ests.
10 11
4rFy FT. PIERCE
605 DELIMITED AREI
15
16
14--
END PROJECT
STA. 335.00.00
INDEX
SHEET No.
SHEET DESCRIPTION
I
COVER SHEET
2
KEY MAPS
3-18
DETAIL SHEETS
19-20
REFERENCE TIES
21
OWNER TABULATION SHEET
PIERCE
-T LAUDERDALE
flAMI
APPROVED BY: DATE: VAPS PREPARED BY: FIELD BOOK NO.'S:
BY DATE LOCHRANE ENGINEERING, INC. SEE GENERAL NOTES
ST. LUCIE COUNTY • FLORIDA ---------------- PRELIM C.LEFTAKIS 03/01 /07 M I D WA Y R 0 A D L.U. NO. 2856
RIGHT OF WAY MAP 20' SOUTH BU MBY AVENUE SCALE, N/A
RIGHT OF WAY ENGINEERING SECTION - FINAL I R.SMITH 02/01 /13 FROM FLORIDA'S TURNPIKE TO 25TH STREET ORLANDO, FLORIDA 32803
CHECKED J.CAMPBELL 02/01 /13 COUNTY JOB NO. 0618 SHEET I OF 21
REVISION BY DATE REVISION BY DATE
----------------------------
I
THE N.W. CORNER OF THE
N. 1/2 OF SEC. 6-36-40
I I
N
°i -��
P. 1 STA. 301 '55.92 I
_
NO POINT FOUND OR SET
I
'^ �'CURVE)I
0 • 00013'40" LT. I
w,
Q
P.I. STA. 3Z7'99.23
36
3
(FALLS IN DRAINAGE CANAL)
I
_ om
( NO I
Q
0 00°06'30" LT. 1
I
0
SET P K NBD STAMPED
THE S.E. CORNER OF THE
I
N59°57'10"E 5275.09'(F)
i I '-`
�'��
"LB 2856" (
N.E. 1/4 OF SEC. 5-36-40
00
(NO CURVE)
ino
FND. P-K NBD STAMPED
"CULPEPPER
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oo
SET P-K NBD STAMPED)
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TERPENING
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6
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CL SURVEY MIDWAY RD.
d FND. 4" X 4" C.M. W/
�I=
d
I
I
i N89056'08"E 2639.35'(F)
N89°48'10"E
2644.17'(F)
o DISK STAMPED "CULPEPPER
�a
NORTH ST. LUCIE RIVER p
I I S89022'15"E
S89°35'55"E
TERPENING PRM LB4286"
ml.
WATER MANAGEMENT DISTRICT
I
`r �
CANAL NO. 102 v'
I 2633.'08"E
N89°56'08"E 2639.35'(F)
Q N88038'55"E 4.88'(F)
Q
a,
N89°56'OS"E
I
N89°51'33"E
N89°45'03"E
FND. 5/8" I.R.a c.
"LS3333"JZ9:_
°�
Iv
N
Q
I
THE S.W. CORNER OF THE I
I
CL SURVEY MIDWAY RD.
STAMPED
:
I
-��
1/4 OF SEC. 5-36-40
I FND. P-K N8D (NO ID.)N.E.
FND. 5/8" I.R. (NO ID.)
STA. 327+85.11, 0.46'(F)S01°55'28"W
4.62'(F)IN
I-FND.
ASPHALT CUT-OUT I
I r
`^
" mFND.
FND. IRON PIN IN ASPHALT
4" X 4" C.M. (NO ID.)
I
;o(2.09'
S00°07'50'"W)(F)I
o
AT P. 1. SURVEY MIDWAY RD.
0.4' ABOVE GROUND
4" X 4" C.M. W/
I
�°
END. 5/8" I.R. (NO ID.) I
N
N
AND THE E. LINE OF THE
DISK STAMPED "CULPEPPER
I
n o
IN ASPHALT CUT-OUT
I
�'
�°
S.E. 1/4 OF SEC. 5-36-40
TERPENING PRM LS3333"
N z
(2.08' S., 0.61' W.)(F)I
o
FND. R.R. SPIKE (NO ID.No
DETAIL "A"
I DETAIL "B"
iz.osP"sLT iuio°UE.)(F) I
I DETAIL"C"NOT
I
TO SCALE
I NOT TO SCALE---
I NOT TO SCALE
---------------I
---------------�
215
Ln
Q
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W�P
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D'3N
::D O
02a
H
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>
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co c�a
LL
3 6� �
�6
THE N.W. CORNER OF THE
N. 1/2 OF SEC. 6-36-40
NO POINT FOUND OR SET
(FALLS IN DRAINAGE CANAL)
SEE DETAIL "A"
MIDWAY
INDUSTRIAL PARK
P.B. 38, PG. 35
N89057'10"E
w
o
o
o
5IDWAY
INDUSTRIAL PARK
_
Bo -
w
MIDWAY
PHASE III - SOUTH
a
O
INDUSTRIAL PARK
P.B. 45, PGS. 40-41
Na- 0
za
p.B. 38, PG. 35
w a
0Y
N
]C
a > M
MIDWAY
INDUSTRIAL
PHASE l
= z rn
I
RoNMF P B
39, P G 8
Np
z
o
0
o
0
�
z
(n
uj
U
z
MODEL LAND COMPANY Y
o
SUBDIVISION OF z
w
"
SECTION 6 T36S R40E Wo
P.B. 4. PG. 34 =
o
N
NI
�
V
�
O
CLN
a
N
5275.09'(F)
END SURVEY
CL SURVEY SELVITZ RD.
P.I. STA.76'23.28
THE N.E. CORNER OF THE
N. 1/2 OF SEC. 6-36-40
END. R.R. SPIKE IN ASPHALT
CUT-OUT, 0.3' BELOW SURFACE
C.C.R. No. 80813
CL SURVEY COORDINATE DATA
STATION
NORTHING
EASTING
STATION
NORTHING
EASTING
CL SURVEY
MIDWAY RD.:
P.I.
STA.
301,55.92
1105747.39045
864362.39132
B.O.S. STA.
220.44.45
1105802.37931
856254.46003
P.I.
STA.
314 77.89
1105738.12888
865684.33298
P.I.
STA.
222+41.67
1105801.98992
856451.68393
P.I.
STA.
327+99.23
1105741.37551
867005.66682
P.I.
STA.
273�11.08
1105809.67682
861521.08784
E.O.S. STA.
335.00.00
1105744.42235
867706.42999
P.C.
STA.
271'68.09
1105809.46000
861378.09695
CL SURVEY
SELVITZ RD.:
P.T.
STA.
274+53.54
1105788.60157
861662.51723
P.O.T. STA.
22+20.11
1103101.28094
862305.98564
P.I.
STA.
277+30.50
1105747.78099
861936.45142
P.I.
STA.
39+21.60
1104695.91320
861712.50511
P.C.
STA.
275�73.64
1105770.90030
861781.30493
P.C.
STA.
35+65.10
1104361.80467
861836.85159
P.T.
STA.
278.86.65
1105750.28261
862093.29106
P.T.
STA.
42.70.69
1105052.40864
861711.25797
P.I.
STA.
287+04.58
1105763.32699
862911.11292
P.I.
STA.
50.00.00 BK
1 105781 .71862
861 708. 70660
P.C.
STA.
284'73.12
1105759.63571
1 862679.68692
P.I.
STA.
50t00.00 AH
1105778.73384
861728.73650
P.T.
STA.
289.36.01
1 1105760.78552
863142.55440
1 P.I.
STA.
76*23.28
1108402.00800
861 721.780 00
3 1
32
5
TOWNSHIP
N89053'04"E _ _
TOWNSHIP
35 SOUTH
_ 2634.25'(F)
36 SOUTH
6Ln
ti
CURVE DATA
CURVE DATA
CURVE DATA
CL SURVEY MIDWAY RD.
CL SURVEY MIDWAY RD.
SURVEY MIDWAY RD.
P.I.STA.273'I1.08
P.I.STA.277'30.50.I.STA.287'04.58
A • 08033'45" (FIT)
o
A • 09023'22" (LT)
p . 01°32'35" (RT)
o
T- 142.99'
W
T- 156.86:
T- 231.46'
Q
L • 285.45'
N _ZL
• 313.02
L • 462.88'
M
R • 1910.08' O
~ -J
R • 1910.08'
R • 17188.76'
-
P.C.STA.271'68.09 N
> z
P.C.STA.275'73.64
P.C.STA.284'73.12
P•T.STA.274'53.54
w
P.T.STA.278'86.65
P.T.STA. 289.36.01
-
m
U
3 rW
LA
o
n
ti >
P.O.T. STA. 275.20.49
0
O =z
CL SURVEY MIDWAY RD.
z
MODEL LAND COMPANY SUBDIVISION
OF SECTION 6 T36S R40E
P.B. 4. PG. 34
P.T. STA. 274.53.54
SET P-K NBD STAMPED'
"LB 2856"
P.C. STA. 271+68.09
FND. MAG NBD STAMPED
"LS 3690"
N89053'0411E
0 200 400 800 1200
Scale: 1" • 400'
THE
N.E. CORNER OF THE
THE N.E.
CORNER OF THE
N.E. 1/4
OF SEC. 5-36-40
I
N.W. 1/4 OF
SEC. 4-36-40
FND. 10-PENNY
NAIL a LARGE
END. 4" X 4"
C.M. W/ DISK
BRASS
WASHER IN ASPHALT
STAMPED "GCY INC.
LB4108 PRM
CUT-OUT
STAMPED "AGW 1859"
PSM SURVEYORS
AND MAPPERS"
C.C.R. No. 70839
C.C.R.
No. 70840�
32
33
2634.25'(F)
_ _ _
N89°53'54"E 2644.64'(F)
5
4
N
I�
LL
3
Q
Q
0
z
m
0
m
`�
a, N Q
P. 1. STA. 50 00.00 AH.
THE
N. LINE OF LOTS
THE N.
LINE
OF LOTS
O
°
CL SURVEY SELVITZ RD.
86, 87,
88 AND 89, AND
82,
THE N a LINE
OF AND
S AND
THE 85,
• /l
W
THE N.
LINE OF THE S. /2
o
SET P-K N8D STAMPED
of THE
N.W. 1 /4 OF SEC. 5
of THE N.E.
1 /4
of SEC. s
z
"LB 2856" STA. 62 90.
38
N89°51 '02 "E 2644.40' (F )
N89°54'36"E 1316.95'(C)
N89054'36"E 1316.95'(C)
N89°54'36"E 1318.40'(C)
N89054'36"E
1238.40'(C)
N89054'36"E
II
WHITE CITY
80.001(c)
C
C
P.B. I, PG. 23
30�1
O
o
o
o
THE W. LINE OF LOTS 83 AND
N
v
m
THE S. LINE OF LOTS
82 AND
`",V
�
t-
(�
3
97 AND THE W. LINE OF THE
°-
83 AND THE S. LINE
OF THE
1 /4 OF
°
��
END PROJECT
o
P.C. STA. 275'73.64
mo
n
S.E. 1 /4 OF THE N.E. 114
m
N. 1 /2 OF THE S.E.
THE N.E. /4 OF
SEC. 5
o��
= v;
in
in
OF SEC. 5
,.�
a o
+ v
CL SURVEY MIDWAY RD.
o
SET P-K NBD STAMPED
-M
-
"_'
N89°55.22"E
N NQ
P.O.T. STA. 335'00.00
0
o
"LB 2856"
m
P.I. STA. 301#55.92
P.I. STA. 314#77.89
1319.4'(P)1319.o4'(c)
-�;o
SET P-K NBD STAMPED
z
A • 00°13'40" LT.
°
0 00 32'32" LT.
z42.7o'cc)
_ �,o
"LB 2856"
Ln
P.T. STA. 278.86.65
o
3
oa
(NO CURVE)
m
(NO CURVE)
-Z
-Z
Ln
SET P-K NBD STAMPED
�'
�N
SET P-K NBD STAMPED
SET P-K NBD STAMPED
o
_
a
o
THE S.E. CORNER OF THE
"LB 2856"
Z',
o
LB 2856"
m
o
"LB 2856"
_
N.E. /4 OF SEC. 5-36-40
FND. P-K NaD STAMPED
to
"CULPEPPER TERPENING
o Oro
z
Iz
o
o
n
PCP LB 4286"
220 "� 225 230 235 240 245 250 255 260 265 27 z
--� m _ _ _ _ _ _ 280 285 ; 290 295 300 �� 305 3 1 0 1 5 320 325 i 330 335
____ _ _ ___ _ _ _ __ -1 a "' i N89°56'08"E N89°48'10"E 2644.17'(F)
----------------- -- - - -
1319.68'(C) N89°56'08"E 1319.68'(C)
13"E - - - - ---------_------------_ - ---- N89054'47"E----------- - - - -
N89 05'10' S89 22'15'E S89 35'S5"E - - N89 51'33"E - -
_ A
- - ° N89°45NB °58.22"F -- 5277.42'(F) - SURVEY MIDWAY RD/°9°56'OS"'E 3 56'(F) ° 1 °
� CITY LIMITS
MIDWAY
COMMERCE CENTER OMEGA RD.
P.B. 41,
THE S.W. CORNER OF THE
N. 1/2 OF SEC. 6-36-40
ti
O
NO POINT
FOUND OR SET
W
(FALLS IN
CANAL BANK)-
_
POSITION
REESTABLISHED
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P.I. STA. 50'00.00 BK. m- STAMPED "Le zas6" P.C. STA. 284.73.12 P.T. STA. 289.36.01 N FND. 5/8" I.R. (NO ro.l a M (NO CURVE)
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CL SURVEY SELVITZ RD. (2.09' Soo°07'50"W)(F) "LB 2856" "
LAW SET P-K NBD STAMPED SET P K NBD STAMPED x FND. 5/8" I.R. (No ID. )
AGNON SET P-K NBD STAMPED w DORA CT. "LB 2856" "LB 2856" �' IN ASPHALT CUT our N
CT, "LB 2856" ��� 3 Z (2.08' S., 0.61' W.)(F)
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CITY OF PORT ST. LUCIE
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L ST. 4� L� :' FND. N8D STAMPED N
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C.C.R. No. 44295
N89039'16"E
5281.98'(P) 5281.86'(F)
7
THE S.E. CORNER OF THE
S. 1/2 OF SEC. 6-36-40
NO POINT FOUND OR SET
(FALLS IN DRAINAGE CANAL;
SEE C.C.R. No. 44295)
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N89048'I7"E 2645.23'(F)
9
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FND. I/2" I.P., NO ID.
2.0' BELOW SURFACE
C.C.R. No. 70844
0
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N89048'10"E
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TOWNSHIP 36 SOUTH 9 RANGE 40 EAST THIS MAP Is NOT A SURVEY
SEE SHEET I FOR GENERAL NOTES AND LEGEND
APPROVED BY: DATE: _ BY DATE MAPS PREPARED BY: FIELD BOOK NO.'S:
LOCHRANENO. ENGINEERING, INC. SEE GENERAL NOTES ON SHEET I
ST. LUCIE COUNTY, FLORIDA ------ PRELIM C.LEFTAKIS 03 /01 /07 MI DWAY ROAD L.B. N0. 2856
RIGHT O F W A Y M A P 20' SOUTH BUMBY AVENUE SCALE: 1" = 400,
RIGHT OF WAY ENGINEERING SECTION FINAL R.SMITH oz/o1 /13 FROM FLORI DA'S TURNPIKE TO 25TH STREET oRLANDo, FLORIDA 32803
REVISION BY DATE REVISION BY DATE
CHECKED J.CAMPBELL 02/01/13 COUNTY JOB NO. 0618 SHEET 2 OF 21
SEE SHEET 13 FOR FURTHER DATA
SEE SHEETS 2 AND 13 FOR FURTHER DATA
SEE SHEET 13 FOR FURTHER DATA
SEE SHEET 13 FOR FURTHER DATA
LL
THE PACKERS OF
INDIAN RIVER PLAT ONE
P.B. 39, PG. II
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-_ _ 178.02'(p) 2.00'(P)(F) CONC PVT 6' CIE
STAMPED "C 8 T LB4.286"
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.F y° 'o '�.\ �� /� b EXISTING R/W LINE
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-----------ti,
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NO POINT FOUND OR SET HDWL� p N87°45'S2"E---_ - -- __ �---_-------
- - - - - _ _ DEEDED TO ST. LUCIE COUNTY BY NORTH ST. LUCIE RIVER - - -
+ 4' HWF _ _ - - - - WATER C 1
EXISTING_� a No. 06-288 RECORDED IN O.R.B. 2666, PG. 672 o a
THE S. LINE OF THE N. 1/2 OF SECTION -• CANAL THE S. LINE OF THE N. I/2 OF SECTION 6 - = CANAL
/ / -" - -- �' N89°58'22"E 5277.42'(F) 1 �o
- -
c' m CITY LIMITS 3V m I CITY LIMITS m
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N. 1/2 OF SEC. 6-36-40 DEEDED TO THE CITY OF PORT ST.LUCIE BY GENERAL - - F 5� "�• FND. 4" X 4" C.M. NO POINT FOUND OR SET "' '� -NORTH ST. LUCIE DRAINAGE DISTRICT CANAL NO. 103 (P)---DEVELOPMENT CORPORATION PER DEDICATION RECORDED o BRUSHLINE '^ v
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589055'31"E _ - - - - POSITION REESTABLISHED EXISTING CANAL R/W LINE AND ORIGINAL LOT LINE AND CANAL z FND. -K NSD NO ID.
53.62'(P) _ - _ S89°55'31"E PER P.B. 41, PG. LIMITS OF P.B. 41, PG. I R/W LINE PER P.B. 4, PG. 34 (5..61' S., 0.10, W.) EXISTING CANAL R/W LINE
---- 54.08'(F) 92.75'(P) 92.72'( ) ---------------------- - ----------- BRUSHLINE - - - - ------ -------- -------- - - - - -- N89°58'22.-,E---1254.35'(Pl---1254.32'(F) - -- - - -I- ----------------------------------------- ---- -- -----
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30. GO, 200. 00'(P) 195. O (P)
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SECTION 1 , TOWNSHIP 36 SOUTH, RANGE 39 EAST SEE SHEETS 2 AND 14 FOR FURTHER DATA SECTION 6, TOWNSHIP 36 SOUTH, RANGE 40 EAST SEE SHEET 14 FOR FURTHER DATA SEE SHEETHISFORPIS NOT A GENERAL NOTESAEY
NDLEGEND
APPROVED BY: DATE: MAPS PREPARED BY: FIELD BOOK NO.'S:
_ BY DATE LOCHRANE ENGINEERING, INC. SEE GENERAL NOTES ON SHEET
S T. LUCIE COUNTY, FLORIDA PRELIM C.LEFTAKIS 03/01/07 M I D W A Y R O A D L.B. SOUTH
2856
RIGHT O F W A Y M A P 201 SOUTH BUMBY AVENUE SCALE+ I" = 4D'
RIGHT OF WAY ENGINEERING SECTION ------------------------ FINAL R.SMITH 02/01 /13 FROM FLORIDA'S TURNPIKE TO 25TH STREET ORLANDO, FLORIDA 32803
REVISION BY DATE REVISION BY DATE CHECKED J.CAMPBELL 02/01 /13 COUNTY JOB NO. 0618 SHEET 3 OF 21
FND. 4" X 4" C.M. W/ DISKJ
STAMPED "SUNSHINE STATE PARKWAY-*-
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E (STING R/W LINE PER 28.36'(Fl�„'p� ! Q�Y zU <z 7 ` CURVE DATA
a�Q Q w, S, LE- 28.30'(PJ 28.25'(F) EXISTING R/W LINE PER
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4' 8WF . p N: N K O A FND. 4" X 4" C.M. W/ DISK STAMPED 4' BWF 0 - 90°03'27"(aF
x x xx x-x xxx- x xx- DISK STAMPED"CULPEPPER --x--x 1 I �0�"CULPEPPER TERPENING PRM LS3333" TRACT T A R 6 25.00'(PJ(
4' BWF _ TERPENING PRM LS3333" T m
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ORIGINAL LOT LINE ______ 250.05'(P) 20.00'(PJ 20.02'(F) •;o "PACKERS" �"� \ Ravi �i,o(0.27', S00°05'03 E) C 35 3 ( w PLV
351.94'(P) _ _ t ;m a, ,m �/ ORIGINAL LOT LINE CB N44 52'46"E / Iw
------------ - - - - -------------
------- -
N89°54'30"E--�---..._.,.601.99'(Pl 601.97'(F) � ,Q; \aw•------------------------------------------ ------o- ------- -- ---- --- -- -------------------------------------------�------ ;^ c� \. EXISTING R/W LINE PER
CULPEPPER TERPENING PRM LS3333" w• '� ° N89 54'30"E 582.69'(PJ 5.82.61 SF) BRUSHLINE tii� `" m m O.R.B. 562, PG. 456
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----� --: 235 239-------------- 24 1 ------ __ 24.2 -,I
231 232 233 FND. 4" x 4•• c.M-w/ D�ISK4 STAMPED___ 236 E/P 237 238----
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E/P ------------------ E/P ;
- E/P
FND. P-K N8D STAMPED "'� rL SURVEY MIDWAY RD. N89054'47"E P.O.T. STA. 240+00.00 FND. P-K NaD STAMPED "CULPEPPER
E/P ------------------------------------"CULPEPPER TERPENING PRM LB4286" v SET P K N8D STAMPED TERPENING PRM LB4286"
/
--- "LB2856^ 0.42' S00°09'01 "E)(F)
- -�----------------------------.---------
---------------'�--- - - - - ------Q----
- ----------------------
EXISTING R/W LINE �� ORIGINAL LOT LINE AND CANAL EXISTING R/W LINE
FND. P-K NAIL (NO ID.) N89°54'47"E R/W LINE PER P.B. 4, PG. 34 4596.04'(F)
FND. P-K NBD (NO ID.) PORTION OF CANAL No. 103 WITHIN N. 1/2 OF SECTION 6
- - - - - - - - - - - - - - - - - - - \\, �+ _ �A. 235-30.94, 35.28'(F) _ _ - - - - - - - - DEEDED TO ST. LUCIE COUNTY BY NORTH ST. LUCIE RIVER - - _ _
HDWL IYY I - - - - - - - - - - - - - - - - - -" WATER CONTROL DISTRICT PER COUNTY RESOLUTION - - - - - - - - - _--------------- _______________
a CANAL I THE S. LINE OF THEN. 1/2 OF SECTION 6 No. 06-288 RECORDED IN O.R.B. 2666, PG. 672 CANAL a
ii----------------
- - - - --CITY LIMITS - 3 N89°58'22"E 5277.42'(FJ - -
-------- - - - - - - - - o �-`= �--- ------ -- ------ CITY LIMITS m
--
- - - - - ANAL N C1° I PORTION OF CANAL No. 103 WITHIN 5. 1/2 OF SECTION 6
c iO o I i / NORTH ST. LUC I E DRAINAGE D I STR I CT CANAL NO. 1 03 ( P ) DEEDED TO THE CITY OF PORT ST. LUCI E BY GENERAL ;n
DEVELOPMENT CORPORATION PER DEDICATION RECORDED
if STAMPED 4"X 4 P.S.M. DISK IIII o III FND. 4" X 4" C.M. W/ DISK ORIGINAL LOT LINE AND CANAL IN O.R.B. 439, PG. 1530 v
EXISTING CANAL R/W LINE AND o -
LIMITS OF P.B. 41, PG. I - BRUSHLINE - - _ _ _ - III z STAMPED "PRM LS2789" R/W LINE PER P.B. 4, PG. 34 EXISTING CANAL R/W LINE AND
-- -----------
N89°58'22"E 1254.35'(Pl-""�,"`"`1254.32'(F) - -- �( r �---- - - - - -- - - -------------------------- ------------------ ------- - - ---- -- -- - -- -
- - - _ _ - Ili--- --- III --- _ _------- - - - - -_ _ ----�- - - - - -- _------- - - - - -- _ _ - N89 58'22"E---1315.04'(P)---1314.97'(F) LIMITS OF P.B. 26, PG. 23
195.00'(P) .®. 250.00'(P) 35.00'(F) 35.00'(F) - - - - - - - - r - - - - - -
645.04'(F) 35'FP) 35'P) 23.11'(P) T R A C T " G- 4" BRUSHLINE
III 23.15'(F)
N89°58'33"E 865.191(P) 885.22'(F) Fh
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z9 I- 1 2 3 4 5 6 7 8
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FIRST REPEAT
IN
N
M
PORT ST. LUCIE SECTION
FORTY-EIGHT
T
'
P.B.
26, PG.
23
'
SEE SHEET 14 FOR FURTHER DATA
SECTION 6. TOWNSHIP 36 SOUTH,
RANGE 40 EAST
THIS MAP Is NOT
A SURVEY
SEE SHEET I FOR GENERAL
NOTES AND LEGEND
-
APPROVED BY:
DATE:
BY
DATE
MAPS PREPARED BY:
FIELDBOOK
NO.LSNOTES
C
S T. LUCIE COUNTY, FLORIDA
M I D W A Y R D A®
LOCHRANE ENGINEERING, INC.
56
ON SHEET
PRELIM
RIGHT 0F WAY MAP
G LEFTAKIS
03/01/07
20I SOUTH BUMBY AVENUE
FINAL
R.SMITH
02/01 /13
RIGHT OF WAY ENGINEERING SECTION
---------- -
FROM FLORIDA'S
TURNPIKE TO 25TH STREET
ORLANDO, FLORIDA 32803
scaLE,
" = 40'
COUNTY JOB NO. 0618
_SHEET 4 OF 21
REVISION
BY
DATE
REVISION
BY
DATE
CHECKED
J.CAMPBELL
02/01/13
FAVORITE
RD. (F) 50 R/W (P)
EXISTING R/W LINE PER O.R.B. 1058, PG. 1105
SEE SHEET-1?--
FOR FURTHER DATA
N89057'49"E 654.86'(F)
330.09(PI�
N890'49"E 1245.57'(F)
-------------------------------57
----�--------N89°57'49"E-- ORIGINAL LOT LINE ----- ;,--------1245.57'(C) -
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U
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MODEL LAND COMPANY SUBDIVISION
fN
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P.B. 4, PG. 34
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1 -
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O.R.B. 582, PG. 456
PER
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_____�
ORIGINAL LOT LINE AND CANAL
EXISTING R/W LINE-\
EXISTING R/W LINE
R/W LINE PER P.B. 4, PG.
34
N89°54'47"E 4596.04'(F)
R/W LINE PER P.B. 4, PG. 34
- - -
- - - -
- -
PORTION OF CANAL No. 103 WITHIN N. 1/2 OF SECTION 6
----------------'`-------- ------
DEEDED TO ST. LUCIE COUNTY BY NORTH ST. LUCIE RIVER
___ ___
---------_-
a
--------------
-------------
---------------------
WATER CONTROL DISTRICT PER COUNTY RESOLUTION
No. 06-288 RECORDED IN O.R.B. 2666. PG. 672
_
a
CANAL
CANAL
THE S. LINE OF THE N. I/2 OF SECTION 6
CANAL
♦ -77
77-♦
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CITY LIMITS
�+
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--------------
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---- CANAL N0---. 1 03
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u,
N NORTH ST. LUCIE DRAINAGE DISTRICT CANAL NO. 103 (P)
DEEDED TO THE CITY OF PORT ST.LUCIE BY GENERAL
DEVELOPMENT CORPORATION PER DEDICATION RECORDED
Q
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EXISTING CANAL R/W LINE AND
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co
IN O.R..B. 439, PG. 1530
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LIMITS-OF_P.B. 41, PG. I
R/W LINE P_B.
c
LIMITS OF P. B. '
--- -- - ---- _ - -
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_ - N89 58'22"E
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SEE SHEET 15 FOR FURTHER DATA
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SEE SHEET 15 FOR FURTHER DATA
SECTION 6 TOWNSHIP 36 SOUTH RANGE 40
EAST ���'
THIS MAP IS NOT A SURVEY SEE
SHEET I FOR GENERAL NOTES AND LEGEND
R 40D.DD (P)(F1
CB-•2N71 °57�44"E
R•270.00'(P1
q q
APPROVED BY: DA7Es
BY
DATE
MAPS PREPARED BYs
FIELD BOOK NO.'Ss
ST. LUCIE COUNTY,
FLORIDA
MIDWAY D W A Y ROAD A DBUMBY
L.B. NO. 2856HRANE NEERING, INC.
SEE GENERAL NOTES ON SHEET
SCALE: "
- 40'
r
RIGHT 0 WAY MAP
PRELIM
C.LEFTAKIS
03/01/07
OR NDO, FLORIDAAVENUE
ORLANDO, LORID32803
FINAL
R.SMITH
oz/o1/13
r
RIGHT OF WAY ENGINEERING SECTION
------------------------
FROM FLORIDA'S TURNPIKE TO 25TH STREET
COUNTY JOB NO. 0618
SHEET
5 OF 21
REVISION
BY
DATE
REVISION
BY
DATE
CHECKED
J.CAMPBELL
02/01/13
z
z
J
EXISTING
R/W LINE PER O.R.B. 1058. PG. 1105
FAVORITE RD. ( F ) 50' R/W
( P )
N89°57'49"E
ORIGINAL LOT LINE 1245.57'(Fl
N89°57'49"E
329_86'(F)_
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o EXISTING
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=o
O.R.B. 3015,
PG. 2819oLL;n
n
MODEL LAND COMPANY SUBDIVISION
0
OF SECTION 6 T36S R40E
P.B. 4, PG. 34
w
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609.92'(C) rh
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744.61'(C)
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R/W LINE PER P.B. 4, PG, 34
EXISTING R/W LINE
-
PORTION OF CANAL No, 103 WITHIN N. 1/2 OF SECTION
6
- - - - -
----------------------------------
-
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- ------- DEEDED TO ST. LUCIE COUNTY BY NORTH ST. LUCIE RIVER
WATER CONTROL DISTRICT PER COUNTY RESOLUTION -'-' - - - - -
No. 06-288 RECORDED IN O.R.B. 2666, PG. 672
____ ---- -
- - - - - - -
- - - - - - - -
a
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CANAL)
THE S. LINE OF THE N. 1/2 OF SECTION 6
CANAL
N89°58'22"E 5277.42'(F)
zz
I-
CITY LIMITS m
m
CITY LIMITS
- - -
- - - - - - -
_ _ _
CANAL NO. I O3 -
-- - - -' -" -' PORTION OF CANAL No. 103 WITHIN S.1 OF SECTION 6
- - - - - - - - - - - - -
,n
DEEDED TO THE CITY OF PORT ST.LUCIE BY GENERAL
DEVELOPMENT CORPORATION PER DEDICATION RECORDED
in
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(P) IN O.R.B. 439, PG. 1530
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EXISTING CANAL R/W LINE
PER P.B. 4, PG. 34 AND
PG. 34 AN
PER P.B. 4, 2
LIMITS OF P.B. 6, PG. 2s \
{ LIMITS OF P.B. 26, PG. 23
N89°58'22"E 2638.31'(P) 2638.21'(F)
- - -
{ - - - - - - -
- - - - -
-
- - -
- -
- - - -
548.84'
CURVE DATA
p 36000'00"(P)
TRACT "G - 4 "
TRACT "G-4 " N0220741 "IN (cell
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BRUSHLINE
N89057'27"E
1570.43'(P) 1570.49'(F)
1046.76'(C)
523.73'
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L-35.83'(P7"""'48.17'(P) 801(P) „
BRUSHLINE 99.19
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82.95'(P)
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R - 560.00'(P)(F)
L.91•30�(P)
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BEGIN R/W ACQUISITION RT.
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-
PORT ST. LUCIE SECTION FORTY-EIGHT
(AJ J R-435'(P)
P.B. 26, PG. 23
15
THIS MAP 1S NOT A SURVEY
SEE SHEET I FOR GENERAL NOTES AND LEGEND
APPROVED BY: DATE:
BY
DATE
MAPS PREPARED BY:
FIELD BOOK NO.'S:
ST. LUCIE COUNTY, FLORIDA
MIDWAY
ROAD
LOCHRANE ENGINEERING, INC.
L.B. NO. 2856
SEE GENERAL NOTES ON SHEET
SCALE, I" 40'
RIGHT OF WAY MAP
PRELIM
C.LEFTAKIS
03/01/07
201 SOUTH BUMBY AVENUE
ORLANDO, FLORIDA 32803
FINAL
R.SMITH
02/01/13
RIGHT OF WAY ENGINEERING SECTION
---
FROM FLORIDA'S
TURNPIKE TO 25TH STREET
COUNTY JOB NO. 0618
SHEET 6 OF 21
REVISION.
BY
DATE
REVISION
BY
DATE
CHECKED
J.CAMPBELL
02/01 /13
c
m
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3
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Scole: 1" 40'
a
15
MODEL LAND COMPANY SUBDIVISION
OF SECTION 6 T36S R40E
P.B. 4, PG. 34
CURVE DATA
102
i!
P.O.T. STA. 275.00.24
CL SURVEY MIDWAY RD.
P.I. STA. 50.00.00 BK.
CL SURVEY SELVITZ RD.
SET P-K NBD STAMPED
"LB 2856"
SEE SHEET 16 FOR FURTHER DATA
50, 50,
M
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M O N
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tO• ;D o3 z SET P-K NBD STAMPED
o �v. I "LB 2856"
CURVE DATA
CL SURVEY MIDWAY RD.
P.I.STA.277.30.50
6 09°23'22" (LT)
T • 156.86'
L • 313.02'
R • 1910.08'
P.C.STA.275.73.64
WHITE CITY
P.B. I, PG. 23
N69°
B.
SEE SHEET 17
FOR FURTHER DATA
89
22"E 658.34'(P1 658.43'1F)
a m 88
1 N89055'22"E
,D 658.34'(P)
Tt�HSR.43'(F)
v
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------N89°54'47"E..,,,_,�_.,.._.639.55'(F)- yrv,- ^ p=08°33'45"(F1 :291.43'(F) R=1�08 ) - 10.31'(F) / 1 S9�'�O� STAMPED "LB6790" "LB 2856" "LB 2856" N\�
LL: C-
EXISTING R/W LINE BRUSHLIN'EJ��-''� 291 16 (F) CB•S85.48" CI8 �" / \ i0 6% FND. 3/8" I.R.& C. m�. -,
P.O.T. STA. 270,00.00 -� •!
of 20"E 37 r,�,Ql I STAMPED "LB6790" ;'o�� .M
o SET P-K NBD STAMPED OI •86.32 v _
° SHLDR _-_270-"LB2856_' _--_ �7 I- 272 40.00'(C) ' GF - _ _ _ _ - - .. zH-ozo
-=----- --- u -- --QI--------------273 LL 0 9'4.9"(D)(F7 '�- N89°05 10 E 294.17'(6) 294.33'IF) OOLL LLv:�-
E/P - - - - - - - 2 7 \ L•285.13'(D)(F) R=1850.08'(D)(F)
4 - _ o; i \ C•284.65'(F) CB-S86.°29-55"E 1 _
N89 54.47"E ^; - -�)� \ o d -
R/W LINAL INE PER P.B. 4, PG. 34_-- -�-------- - - - - - -- 330.30'(P)____--FND. 5/8" I.R.&C. STAMPED__---- v.---- AND CANAL i 5 ~\ 4- ;LL /% ASPH DW* \ EXISTING
Nam; 141
292.00'(F1
SHLDR L- -------------------------0�--- ���-,---.----------- (1.455M4SO495S54J.EBROWN , \276 `o, / P•�ET PSKAN&DB�TAMPED \\ o u. N89°OS'10"E
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11
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---- ------
EXISTING R/W LINE
NB _ _ - 43 (F) R= 31 $ E �` 2
- -- _- 1950.08'(F) �--20 E S81° �n oI278 �'�� 279--------- E/P
^29I.I6'(F) "'ice\ �c n., •'
-_ P.C. STA. 271 •6$.09 _ PORTION OF CANAL No. 103 WITHIN N. /2 OF SECTION 6 -_ -- CB•S85° SURVEY M °OB'S4"W
-- - - DEEDED TO ST. LUCIE COUNTY BY NORTH ST. LUCIE RIVER ' `:;4------__-_- MIDWAY RD. N89°05'10"E _
28' - E/P = N08.02'(F1
FND. MAG NBD STAMPED WATER
R06 2880RECORDEDCINPORRCBUN2666TY ESPGUT672ION ---- 73.pz.IF)E o QS8�°31'pg EPiy N89 56'OB"E _____^_____--===SHLDR
a "LS 3690 " CANAL \ 08'(F) d THE S. LINE OF THE N.W. 1/4 OF SECTION 5 - - - - - 0 656.39'(F)
CANAL THE S. LINE OF THE N. I/2 OF SECTION 6
/ N89058'22"E 5277.42'(F) / p=09 L=319.57' R-1950.08'(F) 658.19'(P) 658.38'(F) 0 N89°56'08"E
PORTION OF CANAL No. I103 WITHIN S. I/2 OF SECTION 6 - - - - - • N. I/ 6-40 - y - (F) C-319.21'(F " q,LL EXISTING R/W LINE c 1 ;�.,
CORPORATION PER DEDICATION RECORDED NORTH ST. LUCIE DRAINAGE -s- _ _
DEEDED TO THE CITY OF PORT ST.LUCIE BY GENERAL CANAL NO. SET P-K NSD STAMPED NO POINT FOUND OR SET .' N °23 22••(F) o,v �- N
___ P.T. STA. 274 53.54 THE S.E. CORNER OF THE
0 3 - 89°56'OB"E 24.24'(Fl N89°05'10"E _-293.42'fFl
LL p-07-01-2"(F ) F) S86 13 09 E _ N89°05'IO"E
DEVELOPMENT CO \ POSITION REESTABL SHEDI -•� 241.20'(F) G241.05'(F) CB S87 22 14 E
IN O.R.B. 439, PG. 1530 DISTRICT CANAL No. 103 (P) 'LB 2856' �� PER P.B. 26, PG. 3 I �o• ° CANAL N 103
v EXISTING CANAL R/W LINE H WLI OI IHDWL THE N. LINE OF THE S. 99" LL 2
• 0I OF THE N. 114' OF LOT 103 _ _ _ _ v
PER P.B. A. PG. 34 AND N89°58'22"E 2636.31'(P) 2638..21'(F) �'� 7 .95'(P) °',n I _ - _I,.i
LIMITS OF P.B. 26, PG. 23 _ _ _ - STA. 49.05.98 ` 7 90"(F) M I I - • z
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - 548.84'(C1 5 .00' FND. NBD STAMPED 1 0 3 DEEDED TO ST. LUCIE COUNTY BY NORTH ST. LUCIE RIVER v N o z
�( "PRM PLS2STAM WATER CONTROL DISTRICT PER RESOLUTION No. 06-288 0 i�?F
TRACT G-4 N89°57'27"E 1570.43'(P) 1570.49'(F) ILL I / CANAL WHITE CITY RECORDED IN O.R.B. 2666, PG. 672 N
_ _____ ��B L3�.-------------------------
523.73'f ) w m m - - - - - - - FND. 3/8" I.R.&C. STAMPED "LB6426" - - -
_ L
•• BRUSHLINE 80'(P) 118.53'(P) BRUSHLINE 164.77'(P) c��°� o°'
STA. 280.77.82, 122.87' (F )
R /W ESMT. O p Qv~ u a FND. N&D STAMPED " FND. 3/8" I.R.&C. STAMPED "LB6790'" EXISTING CANAL R/W LINE AND
L I NE "' 2 "PRM PL52 TAM FND. 3 /8" I . R. &C. STAMPED LB6790"
STA. 278.52.01, 127.39'(F) BRUSHLINE
m 7j STA. 277.55.52, 130.47'(F) LIMITS OF P.B. 26, PG. 23
800 FND. 5/8" I.R.&C. STAMPED : I
"BLOOMSTER LB6018" - - N89°56'08"E
N89056'08"E 658.16'(P) 658.35'(F) 633.35'(F)
R /W _ o �I v - - - - - - - - - 160.12'(P � T 9 .93'(P)
EASEMENT 0 z 30'(P) 25.19' 121.99'(P) 48.94'(P) 103.01'(P) 74.99'(P)
LL LL
SURVEY MIDWAY RD.
.I.STA.273.11.08
A • 08°33'45" (RT)
T • 142.99'
L • 285.45'
R 1910.08'
P.C.STA.271.68.09
P.T.STA.274.53.54
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a PART A a LL
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N N N
CITY OF PORT ST. LUCIE
80'(P)
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REGAL CIR. 60' R/W (P)
N89°57'49"E 580.951(P)
312.64'(P)
112.06'(P)
5
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177.93'(P)
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RIGHT OF WAY MAP
31
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35
APPROVED BY:
ST. LUCIE COUNTY, FLORIDA
RIGHT OF WAY ENGINEERING SECTION
CURVE DATA
CURVE
DELTA
RADIUS
LENGTH
CHORD DISTANCE
CHORD BEARING
CI
90026'12"(P)
25.00'(P)
39.46'(P)
90°24'58"(F)
25.00'(F)
39.45'(F)
35.48'(F)
N45024'30"W
C2
36-13'14"(F)
130.00'(P)(F)
82.18'(F)
80.82'(F)
S72°30'22"E
C3
69°12'57"(P)
25.00'(P)
30.20'(P)
69°26'48"(F)
25-00'(F)
30.30'(F)
28.48'(F)
S89°07'07"E
C4
32°58'IS"(F1
30.00'lPl(F)
74.81'(F)
73.78'(F)
N72052'25"E
C5
49040'47"(P)(F)
25.00'(P)(F)
21.68'(P)(F)
73.78'(F)
N72°52'25"E
C6
279°21'34"(F)
60.00'(P)(F)
292.54'(F)
77.65'(F)
NO0038'26"W
C7
49°40'47"(P)(Fl
25.00'(P)(F)
21.68'(P)(F)
2.1.00'(F)
S65°48'02"E
C8
32°58'S1"(P)
70.00'(P)
40.29'(P)
32°58'I8"(F)
70.00'(F)
40.28'(Fl
39.73'(F)
N72052'25"E
C9
69012'57"(P)
25.00'(P)
30.20'(P)
69026'46"(F)
25.00'(F)
30.30'(F)
28.48'(F)
N21°53'39"E
C 1 0
11049'59"(P)
130.CO'(P)
26.85'(P)
11049'23"(F)
130.00'(F)
26.83'(F)
26.78'(F)
N06°55'02"W
C11
89038'12"(P)
70.00'(P)
109.51'(P)
89°36'39"(F)
70.00'(F)
109.48'(F)
98.66'(F>
N45048'40"W
C12
13°11'28"(P)
25.00'(P)
5.761(P)
13013'32"(F)
25.00'(F)
5.77'(F)
5.76'(F)
N82°46'14"E
C13
76022'20"(P)
25.00'(P)
33.32'(P)
76021'30"(F)
25.00'(F)
33.32'(F)
30.91'(F>
N37°58'43"E
C14
89°38'12"(P)
100.001(P)
156.45'(P)
140.97'(P)
89036'39"(F)
I00.00'(F)
156.40'(F)
140.94'(F
N45°48'40"W
C15
57°01'10"(P)
100-00'(P)
99.52'(P)
57000'15"(F)
100.00'(F)
99.49'(F)
95.44'(F)
N62°06'52"W
C 1 6
32°37'02"(P)
100.00'(P)
56.93'(P)
32°36'24"(F)
00.00'(F)
56.91'(Fl
56.14'(F)
N170I8'32"W
C17
06°32'43"(C)
1950.08'(F)
222.80'(C)
222.68'(C)
S86048'50"E
C18
02°00'59"(C)
1950.08'(F)
68.63'(C)
68.62'(C)
S82°31'S7"E
30.01'(F) (P)(C)
CITY LIMITS
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FOR GENERAL
NOTES
AND
LEGEND
MAPS PREPARED BY:
FIELD BOOK NO.'S:
DATE:l
BY
DATE
LOCHRANE ENGINEERING,
INC.
NOTES
ON SHEET I
M i D W a Y R 0 a D L.B. NO. 2856 SEE GENERAL
PRELIM C•LEFTAKIS 03/01/07 201 SOUTH BUMBY AVENUE
ORLANDO, FLORIDA 32803 SCALE: I" 40'
FINAL R.SMITH 02/01/13 FROM FLORIDA'S TURNPIKE TO 25TH STREET
REVISION BY DATE CHECKED J.CAMPBELL 02/01/13 COUNTY JOB N0. 0618 SHEET 7 OF 21
LL
LL
N89055'22"E
658.34'(P) 658.43'(F)
SEE SHEET 2 FOR FURTHER DATA
a
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ko
I_
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FND. 4" X 4" C.M. W/ 5/8"
[.R.8 C. STAMPED "WEH4415"
I 235.00'(D)l
15.00'(F) 15.00'(DIfF)
N89055'22"E
210.00'(D)(C)
IP) 658.43'(F)
N89°55'22"E
658.34'(P) 658.43'(F
L dI
IW IWI WHITE CITY
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I I I N89055'22"E 220.00'(0)(C)
I 15' X 20' UTILITY ESMT.
--a' SOUTHERN BELL TELEPHONE
•I O.R.B. 867. PG. 693 ^
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N89.51'20"E ZI -� I
25.00'(C) II ZI L)0 20 40 80 120
91 i pI ti I i�!z 92 Scale: 1 •• . 40'
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CURVE DATA 104 p -, NI-0
(L SURVEY MIDWAY RD. ^ -Ii oI I of CURVE DATA P.I.STA.287+04.58 I I NI A - 00006'23"(F)
0I°32'35" (RT) : = L - 32.00'(D)(F)
CURVE DATA 0 I 1 I R- I7228.76'(F)
T- 231 .46' A - 00°05'43"(D)(C) 0 I I I EXISTING R/W C 32.00'(F)
L . 462.88' L - 28.64'(D)(C) 0 m NI I LINE PER CB - 2.00'(' )
R- 1 7 1 88. 76 " R 7228.76' (F ) o m I I I
C - 28.64'(DIIC) o O.R.B. 3044,
P.C.STA.284+73.12 CS - S89°47'34"E = N I o; I S9 PG. 309 CURVE DATA
o P.T.STA.289.36.01 I MI 3 v9° / °
S y � 00 10'OS"(C)
EXIST. R/W LINE PER a �I a o, 9.
O.R.B.3357, PG. 2821 Oj Iw NI wI. O LL �'y: +85.60 R • 17228.76'(F) 5' UTILITY ESMT.
�h• I Ioo...l\ ij�.40.00'(F) C = 50.53'(C) FND. :/2" I.P.(NO ID.)
o ° SOUTHERN BELL TELEPHONE STA. 294 92.92, 40.00'( )
CB - S89 27'18"E 3' WOOD FNC 0 R B 867 PG 693
•
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a
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931
=01°04'25"(F) L•322.79'(C) C-322.79'(C) CB-NB9°37'23"E 5.1 (C) �1 o „L-------- --------- .------------
----------------------- _
__ v:; to x x x -
N89°OS'10"E �' 292.18'(F) - �- �* "-01°10'O8'"(Fl L•351.51'(F> R•17228.76'(F) C•351.50'(F)'� CB•N89°40'14"E / 347.51'(C�) - - - - - -
N. N LL FND. 5/8" I.R. SC. LL S89022.15-El 11199.37'(F) F /"I.R.I
LL STAMPED "LB7056" P.O.T. STA. 290+00.00 210'(D) EXISTING R/W LINE ^ ;
EXISTING R/W LINE / ' (NO ID.B _ I>
FND. 3�8452?RoBCCE o o vla �l.3iL S., 0.08' E)(Fl ; SET P-K N8D STAMPED DWY > o
N: N:
220'(D)-
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SHLDR =_ ---�83 -�- (0.14' S., 0.31' W.)(F)--291----------292---- �--1 p 10
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�HLDR ��; THE S. LINE OF THE N.W. I/4 OF SECTION 5 OLL NI Qo / o
,0 658.19'(P) 658.39'(FI _
oI N89-56'08"E 658.19'(P) 658.39'(F) FND. 60D N8D STAMPED 'i19 I �-
wo N89°56'OB"E �. Q A89°56'08"E I
1 �jb "RLS2391" (IN ASPHALT +u; I '� 'Q EXISTING R/W LINE 658.19'(P) I
:ni CUT OUT 0.1' BELOW SURFACE) ;� / - �/' - - _ _ - S89022'15"E 1220.44'(F) - - �\ DWY 658.39'(F)
EXISTING R/W LINE
N89°OS'10"E 293.24'(F)- .__ _ _ A-01°32'O8"(F) L-462.88'(F) R-17188.76'(F) C=462.87'(F) CB-N89051'28"E - - I I LL 1 / \ �\ ` '
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- - - = I --------- \ Iw / CURVE DATA o \ n \
IL I---------- --- ------ ^ I 0 = 00°14'19"(Fl P.T. STA. 289.36.01 _ PORTION OF CANAL No. 103 DEEDED TO ST. LUCIE COUNTY------� oV
a P.C. STA. 284.73.12 CANAL NO. 103 `I I I L = 71.44'(F) BY NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT PER DITCH i / 1
I I �I I 3I R = 17148.76'(F) SET P-K N8D STAMPED CANAL7 RESOLUTION No. 06-288 RECORDED IN O.R.B. 2666, PGA 72 ` DITCH
-LBk28SETfP-K NBD STAMPED PORTION OF CANAL No. 103 DEEDED TO ST. LUCIE COUNTY CANAL ------ m �I I� o C = 71.44'(F) "LB 2856" \ -
- _
II I LB 2856' BY NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT PER oI ' �n C8 589029'25"E - °' J
RESOLUTION No. 06-28B RECORDED IN O.R.B. 2666, PG. 672 - - - _ - - - I ' �' _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - -
--- -� l __ _ _ - - - - '
$ FND. 5/8" I.R. (NO ID.) EXISTING CANAL R/W LINE
- - - - z (0.26' S., 0.55' W.)(F)
EXISTING CANAL R/W LINE I I I N89056'08"E - 408.24'(F) - - _ _ N89°56'08"E 184.40'(D)(F)
- - - - 40.72i1F) A0.72'(F) 143.68'(F) - -
N89056'08"E 633.35'(F)
ZI I FND. IRON PIN (NO ID.)
FND. 4" X 4" C.M. (NO ID.) ¢ZI JI I I (I.01' S., 0.87' E.)(F)
FND. 5/8" 1.R.BC. STAMPED
(0.57' S., 0.19' W.) I J oI I I I I "C.A. MITCHELL 8 ASSOC."
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STA. 288.18.50, 524.117(F) '<
40.50'
40.50'
WHITE CITY
IP.B. I, PG. 23
FND. 5/8" IRON ROD, NO ID.
STA. 288+68.78, 548.18'(F)
1
FND. 5/8" I.R.B C.
STAMPED "L84942"
1
(F) :
25.00'' 35.00'(F
127.60'(D)(F)
40.72'(F) 40.72'(F) 86.88'(Fl
N89057'54"E
658.05'(P) 658.18'(F)
I
N89057'54"E
658.05'(P) 658.19'(F)
THIS MAP IS NOT A SURVEY
SECTION 5, TOWNSHIP
36 SOUTH, RANGE 40 EAST
SEE SHEET I FOR GENERAL NOTES AND LEGEND
RIGHT 0 F WAY MAP
ST.
RIGHT OF
LUCIE COUNTY, FLORIDA
WAY ENGINEERING SECTION
APPROVED BY: DATE:
___________
BY
DATE
FROM
MIDWAY ROAD
FLORIDA'S TURNPIKE TO 25TH STREET
MAPS PREPARED BY:
LOCHRANE ENGINEERING, INC.
L.B. NO. 2856
201 SOUTH BUMBY AVENUE
ORLANDO, FLORIDA 32803
FIELD BOOK NO.'S:
SEE GENERAL NOTES ON SHEET
PRELIM
C. LEFTAK I S
03 /01 /07
SCALE: I" - 40'
FINAL
R.SMITH
oz/ol/13
REV. PAR 104
J.CAMPBELL
02/14/14
COUNTY JOB N0. 0618
SHEET 8 OF 21
REVISION
BY
DATE
REVISION
BY
DATE
CHECKED
J.CAA�BELL
oz/ol/13
SEE SHEET 2 FOR FURTHER DATA
N89055'22"E
8 7
86
85
658.34'(P) 658.43'(F)
N89055'22"E 658.34'(P) 656.43'(F)
N89055'22"E 659.7'(P)659.52'(F)
210'(D)
/677
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0. 0'
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(F)
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THE S. LINE OF PARCEL DESCRIBED
FND, MAG N8D (NO ID.)
STAMPED "GYC INC LB4108"
IN O.R.B. 215, PG. 2625 ORlY/6
STA. 301-72.90, 327.66'(F)
STA. 306-46.48, 327.13'(FI
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320.00'(D)(F)
STAMPED "LS5252"
/894
(0.75' S., 0.36' W.)(C)
THE N. LINE OF THE S.
330' OF LOT 94
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5
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369'(D)
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N. LINE OF PARCEL DESC. Q
N. LINE OF PARCEL DESC.
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658.39'(F)
(
IN O.R.B. 77, PG. 2757
IN O.R.B. 245, PG. 30
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DEEDED TO ST. LUCIE COUNTY BY NORTH ST. LUCIE RIVER
WATER CONTROL DISTRICT PER RESOLUTION No. 06-288
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3
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1
P.B. I, PG. 23
I
87.C3'(F)
/455
N89057'54"E 658,05'(P) 658.20'(F)
ISEE
SHEET 18 FOR
FURTHER DATA
SEE SHEETS 2 AND 18
FOR FURTHER DATA
N89°57'54"E
658.05'(PI
I 06f
658.20' (F)
1 07
THIS MAP IS NOT A SURVEY
SECTION 5, TOWNSHIP 36 SOUTH
RANGE 40 EAST
9
SEE SHEET I FOR
GENERAL NOTES AND LEGEND
APPROVED
BY: DATE:
BY
DATE
MAPS PREPARED BY:
FIELD BOOK NO.'S:
/�
S T. LUCIE COUNTY, FLORIDA
p
MIDWAY D W A Y R O A D
LOCHRANE ENGINEERING,
L.B. NO. 285fi
INC.
SEE GENERAL NOTES ON SHEET
RIGHT0 WAY MAP
PRELIM
C•LEFTAKIS
A3J01/07
201 SOUTH BUMBY AVENUE
RIGHT OF WAY ENGINEERING SECTION
------_-----
- - - - - -
ORLANDO, FLORIDA 32803
SCALE: 1" - 40'
FINAL
R.SMITH
02/01 /13
FROM FLORIDA'S TURNPIKE TO 25TH STREET
COUNTY JOB NO. 0618
SHEET 9 OF 21
REVISION
BY
DATE
REVISION
BY
DATE
CHECKED
J.CAMPBELL
02/01 /13
LL
N89°55'22"E
659.7'(P)
659.52'(F)
- N89°55'
�- FNO. 1 1/2" I.P., NO ID.,
1.3' ABOVE GROUND SURFACE
94 (2.56' S., 0.45' W.)(F)
LL
95
I&A
0
3
Q
O
0
z
z
659.7'(P) 659.52'(F)
FND. I" I.P., NO ID.,
(2,43' S., 0.76' E.)(F)
M
m
329.76'(C)
SEE SHEET 2 FOR
FURTHER DATA
m C
M
IUD
WHITE CITY
P.B. I, PG. 23
M.
THE S. LINE OF THE N. 436' OF LOT
N89055'22"E 229.86'(C)
N89°55'22
659.7'(P)
1319.4'(P) 1319.04'(F)
LL
Q
97
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80 120
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aC w 0 R/W LINE in - nWel Zo
z S89.35'55"E �°o o �a'm x l
32.00'(C) v Z �ZASPO I 7.93'(F)
-�o
O \ I I PVT DUMPSTER ' I END. 3/8" I.R., NO ID.
oao \ I ASPH PVT 'I 4 •300! C) _ _ -� -
W N \ \ I �ll��i EXISTING R/W LINE PER
I s S89°35'55"E N89051'33"E 1189.35'(F)
\ \ I CONC CURB CONC CURB 2.06'(D) 2.57'(F) 1244.57'(D)
CLFX I N00 II'30'W I N000II'30"W O.R.B. 700, PG. 1808
320.02'(F) - - - - n L _ 00.00'(C) - _ - - 85.94'(C) - - 8.001(C) 43.98'(C) 1277.70'(D>
20. 00'(D )(F)
i s \ S89°35'55"E 659.85'(F)s •31.26 + ¢ $ ¢
S89°35'55"E i EXISTING R/W LINE DWY II FND. 5/8" I.R.BC. - 1.95'(D) o
P.O.T. STA. 310.00.00 J 40.00'(C) LL ID
SET P-K NBD STAMPED \ DWY�� STAMPED "LB4942" / ASPH DWY FND. 5/8" I.R., NO ID. FND. 60D NBD STAMPED
Q DWY "FDOT LB2856" \ : (0.02' N., 2.65' E•)(C) / \ o \ "AGW 1859" (IN ASPHALT CUTOUT) e
----317-------318----------319--------320-- --
-�;�- O _----- 309------�--31 0--- - - - - 3 1 I--- �- -- 31 4----ram 31 5`(0.86_S_ 0.55' E.)(F) -3I G------ -- -- E/P
31 2----------31 3-EiP --- ��-- --- M
R
ETP------- --_THE S. LINE OF THE N.E. 1/4 OF SEC. 5- `N89°56'08"E 659.84'(F) i S 89°35'55" E
- - - - CE SURVEY MIDWAY RD. - N 89°51'33_ E E/P
------------------------ _ __ E/P _
o . o P.O.T. STA. 320.00.00
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
\ CONC 2.50'(F) " SET P-K NBD STAMPED v
144'(D) EXISTING R/W LINE \ DWY / FND. 3/8" I.R., NO ID.
v I .52' (D ) P.I. STA. 314.77.89 "FOOT LB2856"
_- -- _- S89035'55"E _ 786.49'(F) __ _ .p S00°10'20"E A • 00*32'32" LT.
144.03'(Fl FND. 3/8" I.R.B C. STAMPED "LB6790" 312.52'(F) ;:GONG - - - 20.00'(D)(F) - (NO CURVE) 847.60'(D)
329.94'(F) EXIST. R/W LINE PER
(0.07' S., 0.15' W.)(F) SLAB I S89°35'55"E SET P-K N8D STAMPED
FND. 4" X 4" C.M. W/ DISK FND. 5/8" I.R., NO ID. O.R.B. 672, PG. 2325
c� c.t 1.52'(D) 1.92'(F) "LB 2856"
-• STAMPED "PRM LB7264" _• END. N., 1.65' W.)(F) I I I V N89°51'33"E 847.20'(D) 847.72'(F)
o (1.10' N., 1.58' W.)(F) o FND. 4" X 4" C.M. W/ DISK CONC:-J SIGN _ _
o FND. 5/8" I.R., NO ID. o STAMPED "PRM LB7264" SLAB I l
0.97' N., 0.10' W.)(F) 0.04' S., 0.57' E.)(F) "DRAWDY BROTHERS o a) - ; - j27,33'(C)
^ ui ui n. o_I CONSTRUCTION" ,U _ N87 46'55"E
IW WI "' Nv __ _- �� •29.86
NN - I I N_R/W LINE 72.48'(C)
N V S89°35'S5"E 3i2.52'(C) S89035'55"E 1 329.95'(C) •76 50
•34.14
95.DoI(c) R/W LINE 11 .I •76.61 84.581(C)
95.00'(C)
,r CURVE DATA
A • 02035'11 "(C)
m N L • 454.36'(C)
/IrR /W LINE S. LINE OF PARCEL DEEDED 109 110 R • 10.065.50'(C)
TO ST. LUCIE COUNTY IN N clv
U
PART "C I
O.R.B. 2515, PG. 2606 M CB •4N88°20'07"E
" w
to Q
144'(D) 144.31'(F)
N89053'25"E m o v o
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.o ZQ° W3n N AREA (0.15' S89056'00"W)(F) N89°56'00"E 1294.64'( ) 849.32'(F)
o m NV- PART "A"
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LL_W3° TWELVE OAKS ESTATES
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12.5' OF LOT 98 DISK STAMPED "PRM LB7264" DISK STAMPED "PRM LB7264" P . B . 16 , P G . 26
0 0
5/8" I.R.B C. (0.15' N., 1.28' W.)(F) (S89 51'32"W 1.19')(F)SEE SHEET IB416
MPEDS"LB070506" W. )(C) 3301(P) 12 _ 1 a 10 N 9 8
FOR FURTHER 312.50'(D)(F) 330'(P) 330.04'(F)
DATA R/W LINE N89051'32"E 660.2'(P) 660.08'(F) - -
m M -
108 ' N89°48'29"ENEY
66o 2'3PlE 20.000(c) 109 SECTION 5 TOWNSHIP 36 SOUTH RANGE 40 EAST SEE SHEET HISFOR PGENERAL NOTESIS NOT A ANDLEGEND
�"�_S00 11'31 "E q 9
660.08'(F) 1 62.04'(C)
MAPS PREPARED BY: FIELD BOOK NO.'S:
APPROVED BY: DATE:
BY DATE LOCHRANE ENGINEERING, INC. SEE GENERAL NOTES ON SHEET I
pn ST. LUCIE COUNTY, FLORIDA MIDWAY ROAD L.B. NO. 2856
RIGHT 0 rC W Q I�/ MAP - PRELIM C.LEFTAKIS 03/01/07 201 SOUTH BUMBY AVENUE
RIGHT OF WAY ENGINEERING SECTION --------------- - FINAL R.SMITH ovol /13 FROM FLORIDA'S TURNPIKE TO 25TH STREET ORLANDO, FLORIDA 32803 SCALE: I" - 40'
REVISION BY DATE REVISION BY DATE CHECKED J.CAMPBELL 02/01 /13 COUNTY JOB NO. 0618 SHEET 10 OF 21
83
).7'(P)
P.I. STA. 327.99.23 '
THE S.E. CORNER OF THE
Nv
00006'3O" LT.
N.E. 1 /4 OF SEC. 5-36-40
(NO CURVE)
FND. P-K NEID STAMPED
MZ
SET P-K NSD STAMPED
"CULPEPPER TERPENING
"LB 2856"
PCP LB 4286"
I
N89056'08"E 2639.35'(F)
N89048'10"E
2644. 17'IFI
I
I
N89-51.33"E r
N89045'03"E
(L SURVEY MIDWAY RD.
FND. P-K N8D (NO ID.) LL
STA. 327.85. 11, 0.46'(F)
w=
w
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o
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AT P.I. CL SURVEY MIDWAY RD.
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I
a
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I DETAIL "A"
Z
I NOT TO SCALE ____________________I
N89055'22"E
97
AM
1319.4'(P) 1319.04'(F)
FOR
58
A
2090'(P)
76._34'
N89049'36"E
1322.14'(F)
_ _
36.34'00'lF)
347.01'(C)
467.57'( )
(F)gO.R.B.
EXISTING R/W
LINE PER
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PG. 1808
NO0°3 '364..31'I��a
ov0N13
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53.14'(DZ"
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m w 0I INGRESS AND EGRESS ESMT. FLORIDA POWER AND
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I -
� - O.R.B. 853, PG. 2449 O.R.B. 246, PG. 1299
N46047'39"E I zN I I malX o - 1 r-- I------------------ --
EXIST. R/W LINE PER 4.73'(D)(F) I II z 3 Iw o Z `E/P I N89°48'10"E 169.00'(C) 1 '
O.R.B. 2088, PG. 317 I I o I I aw I \
o
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o w \/'!
26.84'(D)(F) W N \ I FT. PIERCE UTIL. AUTH.
z ? II cc II I O.R.B. 782, PG. 668
.�z Iu \\ I o UTILITY EASEMENT I m m�
54.69'(D) www¢ (I LL ,1 p T99�\ w----- E/P ----J� y - FT. PIERCE UTIL. AUTH.J ? pyyy Cr L -ESP FND. 5/8" 1.R.8 C.
° 0 R B 795 PG 729 g mk gF� STAMPED "PLS5564"
- - - - - - - -
N89°51'33"E - 1189.35'(F) m;, �oWm~, M;w 39!• \ _____ ____1 x (-- S., ---0.06' W.)(C)
N;._'C ZVf W S \ 01
EXIST. R/W LINE PER 1244.57'(D) im V/ Sro-----------------------a----------------- 7� - a f lACI------------------ ------
\/ O.R.B. 700, PG. I808 _ 0 \ oozaw - -
1277.70'(D) ,;m G%`Q •cxanmi� ��m°' �'J 299.23'(C) 467.54'(Cl
w a v E
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
w _ - THE S. LINE OF THE w w Z m a EXIST. R/W LINE PER THE S. LINE OF THE FND. MAG N 8 D NO ID. EXISTING R/W LINE o
N.E. I/4 OF SEC. 5-36-40- z w: a m O.R.B. 1904, PG. 2832 N.W. I/4 OF SEC. 4-36-40 STA. 331.18.2 9. 2'(F)
c TRAFFIC 0 P7 TRAFFIC a'
- --321 - 322 323 324 TRAFFIC SEPARATOR 325 326 _--- 327 /.-32; 329 SEPARATOR 330 _--- 331 144 '( 332 SEPARATOR- 333
--------
E/P (-NB9°56'08-E------------ 1319.68'(F) ---------- _
_-___ _N89°48_IO''E ---- 1322.09'(F7 _-
E/P N H9°51 '33" E= TRAFFiC SEPARATOR ---- SURVEY MIDWAY RD. Noo°762(49"E` / ;LL------------ N 89045'03" E
_ r�i... P.O.T. STA. 330.00.00
-------' I-wc r'�!• SET P-K N8D STAMPED o
m't a�\P 8'0 "FDOT LB2856"
o - - - - - - o= w R w;o EXISTING R/W LINE
O------------------ ---- w,• NZW i m •-------- -- o -=====T--=== -
- - - - - - - - - - ,n N89 45'03 E o = 1028.30'lF) \ - - - - CaG
w EXIST. R/W LINE PER --- -- ¢¢ .� �Q
O.R.B. 672, PG. 2325 -n;o� N m Q IQ='-'F===�==_ _----_ _ - -
847.60'(D) o^ 435.60'(D) _Wwu* �QyC>
BRUSHLINE EXIST. R/W LINE PER t \ C'�%o >mw G--------------i
o� O.R.B. 773. PG. 1974
4,N89-51'33"E 847.72'(D) 847.20'(Fl___ E�`y-�`•-`- N89051'33"E d) 400.10'(D)(F) avoit..w '--• �� / \
N89000'09"E ` 129.1'()
'0
I •2•57.C6.20
7.87(C) 65.94'(C)6
ZCURVE DATA ryco I 61.
A • 00048'00"(C) o m
R/W LINE L - 138.67'(C) o-
N87°46'S5"E N .127.33'(C) I C • 138.67'(C)
CB • N88610'49"E
m
00\'] m
I / N
CL
m
125.32'(P)
NOT PLATTED
NB9056'00"E
89.32'(P)
a
FND. 3/8" I.P. W/
STEEL PIN, NO ID.
FND. 3/4" I.R., NO ID.
(0.42' N., 0.04' W.)(F)
849.32'(F)
94'(P)
------------ -----------------+----------------
25' PLATTED DRAINAGE
a a AND UTILITY EASEMENT
8 N 7 6
_ t[1
N P
M
RIGHT OF WAY MAP
1294.64'(P)
\ Z o¢ a
\\ \\ I O W
. z LLJ
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a
N ICI P.I. STA. 327+99.23
A- 00006'30" LT.
I III a I I I��I (NO CURVE)
UTILITY EASEMENT TO 1 I III c I ^ IIIII i SET P-K NaD STAMPED
CITY OF PORT ST. LUCIE o I w P N "LB 2856-
O.R.B. 1025, PG. 746 \ Ln I III N I I M W
\
WATER
\'� I III w I I MLL i I
RETENTION om
AREA ;0�� u, I o v I (POND 4) Iml 11 o c II N o
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vr I IIIM _o call II 3 I CURB
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6' WOOD PRIVACY FNC. I III vv~� II
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0 6' WOOD PRIVACY FNC. �� FENCE POSTS�®� _ _ a N00°12'49 _II IIINII I wzooI__III L
0.69'(F)N89°56'00"E,1 435.60'(D)lF165_00(F L x_X-xrb
-
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w
94'(P) 94'(P) I10'(P) II w
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I
.
-=-----------------------
- - - - - - - - - - - - - - - - - -
- - - -_-FRAME SHED ON-
CONC. BLOCKS
(0.23' S89°56'00"W)(FJ-- 3 iIa
10
FND. 5/8" I.R., NO ID. - II II I�
TWELVE OAKS ESTATES
IQ � w
�II
(0.12' N., 0.98, W.)(F)
N II I► I
0 ;� II II II III I�
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5
N
a
N
4
N
N
3
0
N
c
_
-
V
v
N
ST. LUCIE COUNTY, FLORIDA
RIGHT OF WAY ENGINEERING SECTION
APPROVED BY:
DATE:
2 a 1 z IhIII w II II III Iw
35' II 11 65' III I
N
SEE SHEET 2 FOR FURTHER DATA
TOWNSHIP 36 SOUTH, RANGE 40 EAST
62
WHITE CITY
P.B. I, PG. 23
N89048'13"E 132C'(P)
THE S. LINE LOT 62 AND THE N. LINE OF THE S. 983'
OF THE N.W. 1/4 OF THE S.W. 1/4 OF SEC. 4-36-40
NOT PLATTED
_ BY DATE
PRELIM C•LEFTAKIS 03/01/07 MIDWAY ROAD
FINAL R.SMITH 02/01 /13 FROM FLORIDA'S TURNPIKE TO 25TH STREET
ISION BY DATE REVISION BY DATE CHECKED IJ.CAMPBELL 02 /01 /13
END PROJECT
P.O.T. STA. 335•
SET P-K N8D STAMPED
"LB 2856"
THIS MAP IS NOT A SURVEY
SEE SHEET I FOR GENERAL NOTES AND LEGEND
MAPS PREPARED BY: FIELD BOOK NO.'S:
LOCHRANE ENGINEERING, INC. L.B.NO. 2856 1 SEE GENERAL NOTES ON SHEET I
201 SOUTH BUMBY AVENUE SCALE: 1" - 40'
ORLANDO, FLORIDA 32803
COUNTY JOB NO. 0618 SHEET II OF 21
w
CURVE DATA - THIS SHEET ONLY
CURVE
DELTA
LENGTH
RADIUS
CHORD
CHORD BEARING
C-1
22053'17"(C)
105.86'(C)
265.00'(P)(F)
105.16'(C)
N36°41'00"W
22053'13"(P)
105.85'(P)
C-2
12°55'11"(C)
59.76'(C)
265.00'(P)(F)
59.63'(C)
N54035'14"W
12055'05"(P)
59.75'(P)
(s
m
LO
i
s
m-
v
LINE DATA - THIS SHEET ONLY
LINE
BEARING
DISTANCE
L-I
S55°15'45"E
26.08'(P)(C)
L-2
S44013'44"E
42.74'(P)(C)
L-3
S28030'27"E
36.681(P)(C)
L-4
S57003'00"E
42.11'(P)(C)
L-5
N79049'07"E
62.70'(P)(C)
L-6
N69034'34"E
64.90'(P)(C)
L-7
N70000'12"E
72.96'(P)(C)
L-8
N66046'09"E
58.85'(P)(C)
L-9
N22025'27"E
42.55'(P)(C)
L-10
N52014'06"E
33.77'(P)(C)
L-11
N58°39'44"E
34.77'(P)(C)
L-12
S49014'55"E
44.92'(P)(C)
L-13
N65048'25"E
49.28'(P)(C)
L-14
N12001'46"E
46.80'(P)(C)
L-15
N78034'28"E
56.18'(P) 56.17'(C)
TRACT
"A
143.95'(P) I
SB
--FND. 4" X 4" C.M.
W/ DISK STAMPED
CULPEPPER TERPENING
PRM LB4286"
0 50 100 200 300
Scales I" . 100'
2
581.15'(P)
725.10'(P) 725.09'(F)
36/
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THIS MAP IS NOT
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NOTES AND LEGEND
RIGHT
OF
WAY MAP
S T. L U C I E
RIGHT OF WAY
COUNTY, FLORIDA
ENGINEERING SECTION
APPROVED BY:
-
DATE:
-
BY
DATE
M I D W A Y R O A D
FROM FLORIDA'S TURNPIKE TO 25TH STREET
MAPS PREPARED BY:
L.B. NO.ANE ENGINEERING, INC.
L.B. 0. 2B56
201 SOUTH BUMBY AVENUE
ORLANDO, FLORIDA 32803
FIELD BOOK NO.'S:
SEE GENERAL NOTES ON SHEET I
PRELIM
C.LEFTAKIS
03/01/07
SCALE: I" = 100'
FINAL
R.SMITH
02/01 /13
COUNTY JOB NO. 0618
SHEET 12 OF 21
REVISION
BY
DATE
REVISION
BY
DATE
CHECKED
J.CAMPBELL
02/01 /13
QCC 4ZUCCT G CnD CIIDTUCD DATA
RIGHT OF WAY MAP
ST. LUCIE COUNTY, FLORIDA
RIGHT OF WAY ENGINEERING SECTION
L - 7U'IH)
50.05'(Fl
R - 330.00'(P)(F)
C - 50.01'(F)
C8 - S04022'10"E
SECTION 6,
APPROVED BY: DATE:
TOWNSHIP 36 SOUTH,
DATE I REVISION
CURVE DATA
6 • 37044'33"(P)
• 37044'21"(F)
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BY DATE
PRELIM C.LEFTAKIS 03/01/07 M I D W A Y ROAD
FINAL R.SMITH 02/01/13 FROM FLORIDA'S TURNPIKE TO 25TH STREET
CHECKED J.CAMPBELL 02/01/13
A=06030'28"(P)
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C = 247.15'(F)
CB . N71057'44"E
0 20 40 80 120
Scale: I " . 40'
THIS MAP IS NOT A SURVEY
SEE SHEET I FOR GENERAL NOTES AND LEGEND
MAPS PREPARED BY: I FIELD BOOK NO.'S:
LOCHRANE ENGINEERING, INC.
L.B. NO. 2856 SEE GENERAL NOTES ON SHEET 1
201 SOUTH BUMBY AVENUE
ORLANDO, FLORIDA 32803 SCALE: I" - 40'
COUNTY JOB NO. 0618 SHEET 14 OF 21
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"PCP PLS2789" N10°03'g3^Wm55 w= 4 FIRST° IN PORT SECTION F
125'(P1 P.B. 26, PG. 23
tp) CITY OF PORT ST. LUCIE
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140.25'(P)(F)
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129.03'(P)(F)
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NBD STAMPED
PLS2789"
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80,(P) "
55.47'(P)
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16 v ! O n _ A•DO°32'44"(P)(F) -o L • 1.33'(P)(F) fl
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C-0.24'(F) o o• c v CB = N78°25'04"E
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moyme 54. 2 1p1lF1 N04°16'12"W
TRACT "G-4 " FND. 5/8" I.R. BC• STAMPED "LB4942)
•• y b CURVE DATA 73.17'(C) q.96' STA. 45.96.20, 74.09'(F)
A•89027'16"(P)(F) NN m o I ,-n W 12 Q
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w 32" ) R' NI I tPl(F 1 rn A-86057'34"(P)(F) 4 2 0;
ro P' FND. 5/8" I.R.8C. STAMPED "LB4942" D``�683531PP 314.9a lF 25 0 I - - o C-34.40'(Fl(F) 41 410.48'(P) 410.47'(F) N00 12 02 W 0
STA. 37.01.29, 71.71'(F)) aog6' 1 W lP)lF) �f ° 4 O ° L•350.46'(P) 350.49'(F1 e " O
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W. LINE OF THE S.W. 1 44 OF SECTION 5
W SECTION 5 ESNj' 30'(?' lf', lF) (F) lP1(FT- SECTION 5 E/P w
a 1" if \\ 4.63 / 51' _ o ------------------------------
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9 y2"1 �FN O 10'lC) "PCP PLS2789" 0°\0 / / / / "' 05•'lp) L= C.541.39'(F) CB-NogA•0
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W S.,l ° lP) R.1925.00'
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E/? 3"lP \ N2 A-91 24'48"(Pl QQ- R-100.00'(P)(F) 6g•tF) NE WARK L N • " N01°00'20"W 329.84'(P) 329.87'(Fl
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\ m 1 u+° 3 0 O`P llfl (C) L-39.90'(F) (P) CB137B628(F) 02 AOIPP) D= °59'g5�(F) (P) 431•33'(P53'42"29 L'2 3 02 8 P)0 233W00'(F) 103.73'(P) 103.75'(F1 226.11'(P7( P •.^
J` w D• g'0 llF •'W OO'(pl = D• °-j?32' ' 13 R, 00' (F53C• 06°) 212.87F'(F) CB-N04°27'Il"E a FND. NBD STAMPED FND. "PCP PLS2789"
L52M89D
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6-89 58'17"(P) '>' T .a g5• °2 C•35.80'(F) ° L' ) q32, (F) A•p6 89'(P o FND• N8D STAMPED "PCP PLS2789"
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L=39.26'(P) •' �,� N 33 CB-N26°14'26"E 41 (F1 M
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25 a_-•_
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9
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CURVE DATA ° o ti m ma oLL nm-m
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2 , p•� L•20I97'(P) SECTION FORTY-EIGHT
02°27'40"(P)
2'(P)
NDI°00 20
W 399.5
"
80'(P)
104.34'(P)
2027'40"(P) 55.19'(P)
80'(P)
82.691(P)
R/W ESMT.
A•00°45'48"(P)
LINE
25.65'(P)
OCK 3241
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CURVE DATA
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80'(P)
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55.19'(P)
329 66'(F)
115.34'(P)
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-V m` CITY
TOWNSHIP 36
P B 26 PG 23
' '
OF PORT ST. LUCIE
SOUTH, RANGE 40 EAST
A-48000'55"(P)
L-50.28'(P)
A-49040'49"(P)
L•52.02'(P)
THIS MAP IS NOT
SEE SHEET I FOR GENERAL
A SURVEY
NOTES AND LEGEND
RIGHT OF WAY MAP
S T.
RIGHT OF
LUCIE COUNTY, FLORIDA
WAY ENGINEERING SECTION
APPROVED BY:
---------------------
DATEt
--
BY
DATE
MIDWAY ROAD
FROM FLORIDA'S TURNPIKE TO 25TH STREET
MAPS PREPARED BY:
ANE
LOB. NO. 2856NEERING, INC.
BUMBYSEE
OR SOUTH FLORIDAAVENUE
ORLANDO, LORID32803
FIELD BOOK NO.'S:
GENERAL NOTES ON SHEET
PRELIM
C•LEFTAKIS
03/01 /07
SCALES 40'
FINAL
R.SMITH
o2/0l/13
COUNTY JOB NO. 0618
SHEET 15 OF 21
CHECKED
J.CAMPBELL
02/01/13
REVISION
BY
DATE
REVISION
BY
DATE
c
a
v
3
z
w
J
W
THE S.E. CORNER OF LOT 12, MIDWAY
INDUSTRIAL PARK PHASE III - SOUTH
(P.B. 45, PGS. 40-41)
LLI FND. 4" X 4" C.M. W/ DISK STAMPED
m "CULPEPPER TERPENING FIRM LB4286" N00007'43"W 1258.17'(C)
12B4.52'(P) v m THE W. LINE OF LOT 3
I� v
SEE SHEET 6 FORrb THE W. LINE OF LOT 15 N00°08'11"E 1194.60'(C) SEE SHEET 6 FOR
FURTHER DATA 150.00,(C) 50.0o'(c) 150.00,(c) 150.00,(c) SG.00'(cJ FURTHER DATA mm
_ z° 269.19'(C) NOO°07'43"W
w
25' N00°07'43"W 259.25'(D)(C) I50'(D) 149.89'(C)
v
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o THE W. LINE OF THE :n 'o
n E. 25' OF LOT 15 oM tO z 1
n
N00°08'%'W 150.00'(C) 25' 1
145.00'(C) I I
O ^ I
0 5.001(c) I I
V I
THE W. LINE OF LOT 16 1289.23'(P) �I f 1283.63'(P)
I I
I I
MODEL LAND COMPANY SUBDIVISION
OF SECTION 6 T36S R40E
I I
P.B. 49 PG. 34
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II I� NI
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w LL I w 75.00'(CJ ' I I •0 '( ) /�R/W LINE
R/W LINE " I U I z I = I r i r UI� <I
O 0 JIV) I I �I °
N00009'07"W 331.38'(2_P N00°09'07"W 150.001ICI _ _ I N00°09'07"W 50.001(C) _ Q N00°09'07"W 150.00'(C) = IN00°09'07"W 150.00'(C) a _ N00°09'07"W 145.00'tC) "i Ia Ia i _ _ - N00 09'07"W� L 624.17'(C)
TF(
I U IO UO vl w IwIOUGATE GATE qu U oo� o �U ^OI 1 0 > I50'(D)
�^..I o I I I " ..N IINV259.31'(D) 13149.86'(C)67.27'(C) 4' CLF I50.00'(C) ICL[.� �' I '� 4' CLF 150.00'(C) R ` _ 4' CLF 150.00'(C) 4' HWF 150.00'(C) I I 1 _ _ _ 254.31'(C) p
N 145.00'(Cl 4' CLF rh
r--r_R N00°09'07"W �1212.28(F) * GATE GATE x x x - UI / \ I� N00°09'07"W 11302.85'(Cl 4' CLF
a I 3I I U I' I 1 0 l '„ I o '� EXISTING R/W LINE
in EXISTING R/W LINE mp o z3 I FND. MAG NBD STAMPED PSM5543" -!SELVI TZ RD.o FND. 3" X 3" C.M. (NO ID. J 'Iu ti
w ��I\-� (ON FENCE POST 4.3' ABOVE GROUND) / APRON APRON (N89 57'49"E 0.25')(C) /` of \ I�•10 ` N
x U CONC - - - - °:01� o;p
A w O p o N;
FND. 5/8" I.R. (NO ID.)
o (0.20' N., 0.04' W.)(C) 0Q
~ ---t--55------5b----�--- �7-----------58-----------59---z---- /60-�---- 61-----------62 Ol \ iNiO i \
i- SECTION 6 L/P
54 ---- - -lo.z9' s., 0.01' E.)(c) 100' R/W PER SAPRON R/W MAP SECTION 94631 0 pN,63 �`1^---------64_----� ----65y----------66--�� � E/P -- --- 50' (P) 1283.75'(P)
0 666.6'(P) 666.45'(F) 6 .66 P)
w 623.93'(F) I N00°09 07 W G _ 1332.91'(F) --- ------
E/P----666.6'(P)----------------1-----j- ------ E/P------- N TSECT I ON 5 - -----�
-------------�CONCT_ __------- W E/P
- � ^I TRAIL � � ASPHALT � 7
�I DWY 1DwY/ SURVEY 6 SECTION LINE CONC FND; P-K NBD APRON
w 01 I-J rL DWY STAMPED 'PSM5723" pl
= o �I r �rJ (0.52' S., 0.10' E) ool
of 'I EXISTING R/W LINEul --(
w N00 09'07"W 333.23(F) EXISTING R/W LINE 3 F - - - - - - - -�I * x * N00°09'07"W 1332.93'(FI =(NOID.)
° I I I 4' WOOD FNC q• WOOD FNC I I N00 09'07"W 666.46'(F) I w x x --
3'CLFFND. 5/8" I.R.BC. STAMPED FND. 3" X 3" C.M. (NO ID.) i i FND. 1/2" I.P. (NO ID.FND. I
"BLOOMSTER L86018" STA. 59.56.96, 50.06'(F)
I-� STA. 58+06.88, 50.08'(F) STA. 66.23.09. 50.17'(F)
ri
N
m
N
Q
V)
N
w
2
w
WHITE CITY
P.B. I, PG. 23
w
0
11
75
0 20 40 80 120
Scale: I" • 40'
SEE SHEET 7 FOR FURTHER DATA TOWNSHIP 36 SOUTH, RANGE 40 EAST SEE SHEET 2 FOR FURTHER DATA THIS MAP IS NOT A SU RVE Y
SEE SHEET I FOR GENERAL NOTES AND LEGEND
RIGHT O F W A Y MAP
ST. LUC I E COUNTY, FLORIDA
RIGHT OF WAY ENGINEERING SECTION
APPROVED BY: DATE:
--- ---- ----------------
BY
DATE
MIDWAY R O A D
FROM FLORIDA'S TURNPIKE TO 25TH STREET
MAPS PREPARED BY:
LOB. ANE NO. 2856NEERING. INC.
BUMBYSEE
Sol SOUTH FLORIDAAVENUE
ORLANDO, LORID32803
FIELD BOOK NO.'S:
GENERAL NOTES SHEET I
PRELIM
C.LEFTAKIS
03/01/07
40
SCALE: 40'
FINAL
R.SMITH
o2/01/13
COUNTY JOB NO. 0618
SHEET 16 OF 21
REVISION
BY
DATE
REVISION
BY
DATE
CHECKED
J.CAMPBELL
02/01 /13
LL
lITr.1
100' R/W PER S.R.D. R/W MAP SECTION 94631-2605
SECTION 6-69-----------70-----------71-- %-- \- 72 73 74 75 76
--r;-------- 68---------- EP 1283.75'(P)
666. 66• (P ) EP N 00 09' 07 " W IN
— EP — — — — — — — — — = — — — — — — — — — — — — — — — —
— — — — — — — —
SECTION 5 �� DWY ��
" OGUY POLE 1 o
i
EXISTING R/W LINE I A- rip
1332.91'(F)
SURVEY & SECTION LINE
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EXISTING R/W LINE--\
5
1
0
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0
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0
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END SURVEY
(L SURVEY SELVITZ RD.
P.I. STA.76.23.28
/THE N.E. CORNER OF THE
N. 1/2 OF SEC. 6-36-40
FIND. R.R. SPIKE IN ASPHALT
CUT-OUT, 0.3' BELOW SURFACE
C.C.R. No. 80813
31
32
0 20 40 80 120
Scole: I" - 40'
TOWNSHIP 36 SOUTH, RANGE 40 EAST THIS MAP IS NOT A SURVEY
SEE SHEET I FOR GENERAL NOTES AND LEGEND
APPROVED BY: DATE: BY DATE MAPS PREPARED BY: FIELD BOOK N0.'S:
ANE
M I D W A Y R O A D L.B. NO. ENGINEERING, INC. SEE GENERAL NOTES ON SHEET I
ST. LUC I E COUNTY, FLORIDA L.B. NO. 2856
RIGHT OF WAY MAP PRELIM J.CAMPBELL I I /02/09 201 SOUTH BUMBY AVENUE
RIGHT OF WAY ENGINEERING SECTION ------------------------ FINAL R.SMITH 02/01 /I3 FROM FLORIDA'S TURNPIKE TO 25TH STREET ORLANDO, FLORIDA 32803 SCALE. 1 40'
REVISION BY DATE REVISION BY DATE CHECKED J.CAMPBELL 02/01 /13 COUNTY JOB NO. 0618 SHEET 17 OF 21
SEE SHEET 9 FOR
FURTHER DATA
m_
�mll
25.00'I
1 ( F )
0
RIGHT OF WAY MAP
w
N89051'32"E
THE N. LINE OF LOT 108 N89051'32"E
651.27'(C)
635.08'(C)
660.2'(P) 660.08'(F)
ST. LUCIE COUNTY, FLORIDA
RIGHT OF WAY ENGINEERING SECTION
SECTION 59
APPROVED BY: DATE:
SEE SHEET 10 FOR
FURTHER DATA
N89051'32"E 1.35'(C) N00°09'42"W 566.57'(C)
C.M. TO S.W. CORNER OF
THE E. 312.5' OF LOT 98 THE S.W. CORNER OF THE
98
FED. 3" ROUND C.M. W/ DISK E. END.
5/8" I.2.5' OF LOTR.B C.
STAMPED "P.R.M. LB7264"
STAMPEEDD "L87056"
(0.91' S., 0.07' W.)(C)
END. 3/8" I.R., NO ID. - r II
(0.44' S., 0.76' E.)(F)
16.19'(FJ v n
N89"48'29"E
20.00'(C) In =
TOWNSHIP 36 SOUTH9
BY I DATE I REVS
RANGE 40 EAST
THE E. I. INE OF LOT 98, AND
THE W. FINE OF THE E. 112 OF
THE N.E. 114 OF
^
THE N.W. 1 /4 OF THE S.E. 114
OF SEC. 5-36-40
98
oip
1O
FND. 3" ROUND C.M. W/
FED. 3" ROUND
C.M. W/
o
°
1O° a
DISK STAMPED "PRM LB7264"
DISK STAMPED "PRM
LB7264"
o
(0.15' N., 1.28' W.)(F)
(S8905I'32"W 1.19')f
F>
330'(P) /A'
312.50'(C) /
330'(P) 330.04'(F)
F
N89°51'32"E
660.2'(P) 660.08'(F)
BY I DATE
PRELIM C.LEFTAKIS I 11/02/09 1 M I D W A Y ROAD
FINAL R.SMITH 02/01/13 FROM FLORIDA'S TURNPIKE TO 25TH STREET
ATE CHECKED J.CAMPBELL 02/01/13
THIS MAP IS NOT A SURVEY
SEE SHEET I FOR GENERAL NOTES AND LEGEND
MAPS PREPARED BY: FIELD BOOK NO.'S:
LOCHRANE ENGINEERING, INC. L.B. NO. 2856 SEE GENERAL NOTES ON SHEET
201 SOUTH BUMBY AVENUE SCALES 40'
ORLANDO, FLORIDA 32803
COUNTY JOB NO. 0618 SHEET 18 OF 21
I -STY C.B.S.
CHURCH OF CHRIST
4.0'�
0
0
0
0
SET 5/6" I.R.BC.
0
SET 5/8" I.R.BC.
SET 5/8" I.R.BC.
Ln
STAMPED "FDOT LB
o
0
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STAMPED "RENT LB
STAMPED "FDOT LB
2856 REFERENCE"
2856 REFERENCE"
2856 REFERENCE"
on SET 5/8" I.R.BC.
STAMPED "FDOT LB
2856 REFERENCE"
0
0
00
SET P-K N 8 D
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0
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0
STAMPED "FDOT LB
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0 2856 REFERENCE PT"
180000'00"
7CL
0
180000,00"
90000100"
180000'00"
270000'00"
Q
270016'16"
MIDWAY RD
90000'00" 180000,001,
MIDWAY RD
CL MIDWAY RD
P.I. STA 301*55.92
CL MIDWAY RD
P. STA 314 77.89
P.O.T. STA 320.00°00
0
SET P K N 8 D
0
S -K N 0
o
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STAMPED "LB 2856"
00
STAMPED "LB 2856" 0
STAMPED "LB 2856"
0
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P.O.T. STA 310.00.00
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0
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STAMPEDP "LBN2856"
v
0
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0
0
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270°00'00"
MIDWAY RD
P.O.T. STA 330.00.00
SET P-K N 8 D
STAMPED "LB 2856" c
270°00'00"
CL SELVITZ RD
SET P-K N & D
STAMPED"FDOT LB
2856 REFERENCE PT"
- SET P-K N 8 D
STAMPED"FDOT LB
2856 REFERENCE PT"
-SET 5/8" I.R.8C.
STAMPED "FDOT LB
2856 REFERENCE"
180°00'00"
0
0
0
0
0
0
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90°00'00"
CL MIDWAY RD
P.O.T. STA 335+00.00
SET P-K N 8 D 00
STAMPED "LB 2856" 0
v
0
0
0
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SET 5/8" I.R.BC.
STAMPED "FDOT LB
2856 REFERENCE"
SET 5/8" I.R.BC.
STAMPED "FDOT LB
2856 REFERENCE"
180000,001,
SET 5/8" I.R.BC.
STAMPED "FDOT LB
2856 REFERENCE"
0 o
0 SET 5/8" I.R.BC.
0 STAMPED "FOOT LB
IT Ln 2856 REFERENCE"
SET P-K N 8 D
STAMPED"FDOT LB
2856 REFERENCE PT"
CL SELVITZ RD
24 " PALM*
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SET 5/8" I°R.BC.
90°00'00" o STAMPED "FDOT LB
2856 REFERENCE"
Li
N
o SET 5/8" I.R.BC. 0o SET 5/8" I.R.BC.
0 STAMPED "FDOT LB 0 STAMPED "FOOT LB
Ln 2856 REFERENCE" ,n 2856 REFERENCE"
�— X X F 6.0' WOOD
10.5'--' _ BOARD FENCE X X _- 6.0' WOOD
BOARD FENCE
SET 5/8" I.R.BC.
STAMPED "FDOT LB I.0'
0 2856 REFERENCE" SET 5/8" I.R.BC.
STAMPED "FDOT LB o
N Ln
2856 REFERENCE"
N LB 2856" SET 5/8" I.R.BC.
STAMPED "FOOT
SET 5/8" I.R.BC.
STAMPED "FDOT LB 2856"
0 0
0 0
0 0
Ln Ln
180°00'00"
90000,00"
CL SELVITZ RD CL SELVITZ RD
270°00'00"
0 `- P.T. STA 42.70.69
0 FND 4"X4" C.M.
0 (BROKEN, NO ID)
Ln
SET 5/8"
STAMPED "FOOT LB 2856" o0
N
P.C. STA 35-65.10
FND N 8 D STAMPED 0
"PCP PLS 2789" o
0
Ln
0
0
SET 5/8" I.R.BC. N
STAMPED "FDOT LB
2856 REFERENCE"
,-V)180°00, 00"
SET 5/8" I.R.BC.
STAMPED "FOOT
LB 2856"
SET 5/8"I.R.BC.
STAMPED "FDOT LB
2856 REFERENCE"
180000,00,
CL MIDWAY RD
SET 5/8" I.R.8C.
STAMPED "FOOT LB
2856 REFERENCE"
w
w
V)
H-
Ln
N
Op L-SET P-K N 8 D
STAMPED"FDOT LB
00° 2856 REFERENCE PT"
135°00,001,
P.I. STA 327.99.23
SET P-K N 8 D
STAMPED "LB 2856"
SET 5/8" I.R. BC.
STAMPED "FDOT LB
2856 REFERENCE"
0
180000,001,
CL SELVITZ RD
O�
140°24'50"
/�36�STAMPED
P.O.T. STA 22.21.11
SET P-K N 8 D
"LB 2856"
SET 5/8" I.R.8C.
STAMPED "FDOT LB
2856 REFERENCE"
P.O.T. STA 60 00.00 P.O.T. STA 70.00.00 0
SET P-K N 8 D o SET P K N 8 D o
STAMPED "LB 2856" STAMPED "LB 2856" 0
o Ln ,n
SET 5/8" I.R.BC. X X F 5' CHAIN LINK FENCE
STAMPED "FOOT LB 2856"
6.0'
0
0
SET 5/8" I.R.BC.
0 n o STAMPED "FOOT LB 2856"
0
SET 5/8" I.R.8C. Ln
STAMPED "FDOT LB
2856 REFERENCE" 00
SET 5/8" I.R.BCLn .
STAMPED "FDOT LB
2856 REFERENCE"
0
0
i� 7.00
Ln
RETENTION
POND
THIS MAP IS NOT A SURVEY
SEE SHEET I FOR GENERAL NOTES AND LEGEND
APPROVED BY: DATE: BY DATE /� MAPS PREPARED BY: FIELD BOOK NO.'S:
MIDWAY D W A Y R O A D LOCHRANE ENGINEERING, INC. SEE GENERAL NOTES ON SHEET I
ST. LUC I E COUNTY, FLORIDA L.B. No. 2856
RIGHT OF WAY MAP RIGHT OF WAY ENGINEERING SECTION FINAL R.SMITH 02/01 /13 FROM FLORIDA'S TURNPIKE TO 25TH STREET PRELIM C.LEFTAKIS 03/01/07 201 SOUTH BUMBY AVENUE
ORLANDO, FLORIDA 32803 SCALE, N/A
REVISION BY DATE REVISION BY DATE CHECKED J.CAMPBELL 02 /01 /13 COUNTY JOB NO. 0618 SHEET 20 OF 21