2018503-Lyons Rd Approved-Survey.pdf
PDF 14 MB Posted
- Attached to
- Lyons RD N of L30 Canal to Boynton Bch Blvd
- Solicitation number
- IFB 360 2018503_2020110 1
- Issued by
- Palm Beach County, Florida
About this file
This is a professional survey document prepared by Stantec Consulting Services Inc. for Palm Beach County, Florida, detailing a right-of-way and topographic survey for Lyons Road extending from north of the L.W.D.D. L-30 Canal to north of Boynton Beach Boulevard. The survey was completed in the field on January 21, 2021, and establishes baseline alignment, existing right-of-way lines, project benchmarks, topographic data, and drainage information across multiple sections spanning Township 45-46 South, Range 41-42 East. The survey encompasses approximately 143 miles of roadway baseline and includes detailed mapping of utilities, easements, and property boundaries. The document contains 38 sheets of survey plans with detailed topographic information, elevation data referenced to NAVD 88, and coordinate system references using Florida State Plane Coordinates (NAD 83/1990 Adjustment, East Zone). The survey identifies numerous utility facilities including water, sanitary sewer, natural gas, electrical, and communications infrastructure along the corridor.
The survey was certified under Florida Rule 5J-17.050(10)(A)-(K) as a specific purpose right-of-way and topographic survey and bears the professional seal of Patrick B. Meeds, P.S.M., License Number 4728, with authorization number LB 7866. The document includes detailed surveyor's notes addressing discrepancies between historical right-of-way recordings and current monumented baselines, specifically noting a 2.60-foot interior hiatus in the public right-of-way width and identifying areas where previously dedicated road and ditch reservation tracts have been adjudicated to adjacent landowners through court proceedings. The survey provides comprehensive utility locations with elevation and invert data for drainage infrastructure, including catch basins, manholes, and pipe networks, along with identification of traffic signals, fire hydrants, meters, and other appurtenances along the project corridor.
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Text version
R E
V
IS
IO
N
SUR 01
ELEC
ELEC
GAS
MH
ELEC
GAS
SAN
TEL
WATER
WATER
POST Post or Pole (Not Monument)
PS Pedestrian Signal, Signage
SIG Signal Head
SIGC Signal Controler
SMA Signal Mast Arm
SSP Signal / Span Wire Pole
SSS Single Support Sign
TREEOA Oak Tree
TREEPA Palm Tree
ELEO Electrical Outlet
FH Fire Hydrant
FLD Flood Light
GYA Guy Anchor
LP Street Light / Pole
ME Meter (Electric)
MG Meter (Gas)
MH Manhole Cover, Unknown
MHE Manhole (Electric)
MHG Manhole (Gas)
MHS Manhole (Sanitary Sewer)
MHT Manhole (Telephone)
MHW Manhole Cover (Water)
MU Meter (unknown)
MW Meter (Water)
SYMBOL LEGEND:
TREE Unknown
COUNTY OF PALM BEACH
STATE OF FLORIDA
LOCATION MAP
N.T.S.
C.R.804
S .R .9
S .R .7
U .S .4
L Y
O N
S
R
D
TWP. 45 SOUTH
R G
E
E
A S
T
R G
E
E
A S
T
TWP. 46 SOUTH
L-30 CANAL 130TH STREET
LYONS ROAD
P A
L M
B
EACH
Y T
N U
OC
F
LORID
A
COUNTY PROJECT NO. 2018503
AND SECTION 6; TOWNSHIP 46 SOUTH, RANGE 42 EAST
LYING IN SECTIONS 19, 30, AND 31; TOWNSHIP 45 SOUTH, RANGE 42 EAST
TO NORTH OF BOYNTON BEACH BOULEVARD
FROM NORTH OF THE L.W.D.D. L-30 CANAL
BOARD OF COUNTY COMMISSIONERS
BLOCK 50
PLAT NO. 3
PALM BEACH FARMS CO.
BLOCK 51
PLAT NO. 3
PALM BEACH FARMS CO.
BLOCK 54BLOCK 53
BLOCK 60 BLOCK 59
BLOCK 7
PLAT BOOK 2, PAGE 26
PLAT NO. 1
PALM BEACH FARMS CO.
BLOCK 8
BLOCK 63BLOCK 62
E=921612.842 N=782093.756
STATION 116+55.71
BEGIN SURVEY
E=921447.981 N=799268.348
STATION 39+00
END SURVEY
SURVEYORS NOTES:
WEST PALM BEACH, FL 33411-6734
2056 VISTA PARKWAY, SUITE 100
STANTEC CONSULTING SERVICES INC., LB 7866
FOR THE FIRM OF:
LICENSE NUMBER 4728
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
PATRICK B. MEEDS
PROFESSIONAL SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
UNDER RULE 5J-17.0062 FAC, AND NEITHER IS COMPLETE OR VALID WITHOUT THE OTHER.
THE DIGITAL SUBMITTAL FOR PALM BEACH COUNTY PROJECT NO 2018503, DIGITALLY SIGNED AND SEALED
PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. (5) THIS SURVEY STANDS TOGETHER WITH
CHARGE. (4) ADDITIONS OR DELETIONS TO THIS SURVEY BY ANYONE OTHER THAN THE SIGNING PARTY ARE
THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA SURVEYOR AND MAPPER IN RESPONSIBLE
WITH THE PALM BEACH COUNTY ROADWAY DESIGN PROCEDURES. (3) THIS SURVEY IS NOT VALID WITHOUT
PURSUANT TO CHAPTER 472.027 OF THE FLORIDA STATUES. (2) THIS SURVEY WAS PREPARED IN ACCORDANCE
FOR SURVEYING AND MAPPING, AS DEFINED WITHIN RULE 5J-17 OF FLORIDA’S ADMINISTRATIVE CODE, CERTIFICATION: (1) THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE STANDARDS OF PRACTICE
MELISSA MCKINLEY
DISTRICT 6
ROBERT S. WEINROTH
DISTRICT 4
GREGG K. WEISS
DISTRICT 2
MACK BERNARD
DISTRICT 7
MARIA SACHS
DISTRICT 5
DAVE KERNER
DISTRICT 3
MARIA G. MARINO
DISTRICT 1
U
GAS
NPW
SAN
WATER
GAS
NPW
RAW
SAN
WATER
BACK FLOW
GAS
NPW
SAN
WATER
GAS
SAN
PP Power Pole
SP Standpipe
SRVC Junct. Box / Service Cabinet
TRNF Transformer
UMKR Subsurface Utility Marker
VB Valve Box, Irrigation
VBG Valve Box (Gas)
VBNPW Valve Box (Non-Potable Water)
VBS Valve Box (Sewer)
VBW Valve Box (Water)
VC Valve Cover, Irrigation
EFF VCEF Valve Cover (Effluent)
VCG Valve Cover (Gas)
VCNPW Valve Cover (Non-Potable Water)
VCRW Valve Cover (Raw Water)
VCS Valve Cover (Sewer)
VCW Valve Cover (Water)
VLVB Valve (Back Flow Preventer)
VLVG Valve (Gas)
VLVNPW Valve (Non-Potable Water)
VLVS Valve (Sewer)
VLVW Valve (Water)
VNTG Vent (Gas)
VNTS Vent (Sewer)
WPB Wiring Pull Box
VLV Valve, Irrigation
E N
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L I C W
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K S
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W A
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APPROVED:
DRAWN:
CHECKED:
DATE:
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OF:
PROJECT NO.
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2018503
O
B O
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B
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C H
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NTS
PAGE
KEY SHEET 02
PLAN SHEETS 03-31
REFERENCE SHEET 32
DETAIL SHEET
SHEET INDEX
COVER
A P P
R O
X
IM
A T
E S
E C
T
IO
N L
IN
E
BOYNTON BEACH
T U
R N
P
IK
E F
L O
R
ID
A 'S
BLVD.
24-45-41
25-45-41
36-45-41
1-46-41
12-46-41
19-45-42 20-45-42 21-45-42
30-45-42 29-45-42 28-45-42
31-45-42 32-45-42 33-45-42
6-46-42 5-46-42 4-46-42
7-46-42 8-46-42 9-46-42
LT.=LEFT
LBE=LANDSCAPE BUFFER EASEMENT
LB=LICENSED BUSINESS
LAE=LIMITED ACCESS EASEMENT
L=LENGTH
IRR.=IRRIGATION
IRC=IRON ROD & CAP
IR=IRON ROD
INV.=INVERT
INC.=INCORPORATED
ID.=IDENTIFICATION
GYA=GUY ANCHOR
GPS=GLOBAL POSITIONING SYSTEM
FPL=FLORIDA POWER & LIGHT
F.H.=FIRE HYDRANT
F.D.O.T.=FLORIDA DEPARTMENT OF TRANSPORTATION
FND.=FOUND
FAC=FLORIDA ADMINISTRATIVE CODE
EXIST.=EXISTING
EP=EDGE OF PAVEMENT
ENG=ENGINEER
ELEC.=ELECTRIC
ELEV.=ELEVATION
PRM=PERMANENT REFERENCE MONUMENT
P.R.C.=POINT OF REVERSE CURVATURE
P.I.=POINT OF INTERSECTION
PG.=PAGE
PERM=PERMANENT
P.C.P.=PERMANENT CONTROL POINT
PCN=PARCEL CONTROL NUMBER
P.C.=POINT OF CURVATURE
P.B.C.=PALM BEACH COUNTY
P.B.=PLAT BOOK
(P)=PLAT
O.R.B.=OFFICIAL RECORD BOOK
NTS=NOT TO SCALE
NO.=NUMBER
NL&D=NAIL&DISK
NGVD=NATIONAL GEODETIC VERTICAL DATUM
NAVD=NORTH AMERICAN VERTICAL DATUM
N.A.D.=NORTH AMERICAN DATUM
N/A=NOT APPLICABLE
N=NORTHING
M.H.=MANHOLE
L.W.D.D.=LAKE WORTH DRAINAGE DISTRICT
WPB=WIRE PULL BOX
W/=WITH
W=WEST
UTIL.=UTILITY
U.S.=UNITED STATES
U.E.=UTILITY EASEMENT
TWP.=TOWNSHIP
T.O.B.=TOP OF BANK
TBM=TEMPORARY BENCHMARK
T=TANGENT LENGTH
STA.=STATION
SPKD=SET PARKER KALON NAIL & DISK
SIRC=SET IRON ROD & CAP
SR.=STATE ROAD
SIG.=SIGNAL
SEC.=SECTION
RW=RIGHT OF WAY
RT.=RIGHT
RGE=RANGE
RD.=ROAD
RCP=REINFORCED CONCRETE PIPE
R=RADIUS
P.U.D.=PLANNED UNIT DEVELOPMENT
P.T.=POINT OF TANGENCY
MEU Meter (Electric) (Underground
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
13. COORDINATES SHOWN ARE GRID COORDINATES.
12. THIS SURVEY WAS COMPLETED IN THE FIELD JANUARY 21, 2021.
WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
11. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT
A FLORIDA LICENSED SURVEYOR AND MAPPER.
10. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF
ADJOINING LAND OWNER.
AL. THE RESULT OF THIS LAWSUIT WAS THAT THE ROAD, DITCH & DIKE RESERVATIONS REVERTED BACK IN OWNERSHIP TO THE
LANDS SHOWN HEREON, ARE INCLUDED IN THAT COURT CASE: CL-94-1668-AE, GARY NIKOLITS VS WEST PENINSULAR TITLE COMPANY ET
9. THE ROAD, DITCH & DIKE RESERVATION ACCORDING TO THE PLAT OF PALM BEACH FARMS COMPANY PLAT NO. 3 AND LYING WITHIN THE
SHEET 33).
PARALLEL, BUT CONVERGES TOWARD THE BASELINE OF SURVEY FROM STATION 143+24.99 TO STATION 156+60.25. (SEE DETAIL "C"
BASELINE OF SURVEY OF PALM BEACH COUNTY PROJECT NO. 2005503, AS MONUMENTED. THE EASTERLY RIGHT OF WAY LINE DOES NOT
8. THE RIGHT OF WAY RECORDED IN O.R.B. 25982, PAGE 1204 AND SHOWN ON PLAT BOOK 117, PAGE 157 DOES NOT AGREE WITH THE
111, PAGE 136 - (SEE DETAIL "B" SHEET 33).
2005503, WHICH IS SUPPORTED BY PLAT BOOK 104, PAGE 152. THIS HAS CREATED A 2.60' INTERIOR HIATUS AS SHOWN ON PLAT BOOK
AGREE WITH THE LOCATION OF THE BASELINE OF SURVEY AS MONUMENTED AND REFERENCED ON PALM BEACH COUNTY PROJECT NO
7. THE RIGHT OF WAY RECORDED IN O.R.B. 23089, PAGE 87 AND DEPICTED ON PLAT BOOK 111, PAGE 136 AS "RW TRACT" DOES NOT
WITH THE PREVIOUSLY DEDICATED RIGHT OF WAY TRACT LINES - (SEE DETAIL "A" SHEET 33).
AND RIGHT OF WAY LINES SHOWN IN PBCO PROJECT 2005503. THE WEST LINE OF PLAT BOOK 121, PAGE 58 THEREFORE, OVERLAPS
152. PLAT BOOK 104, PAGE 152 DEDICATED RIGHT OF WAY TO PALM BEACH COUNTY AS TRACT "B", WHICH AGREES WITH THE BASELINE
6. THE WEST LINE OF PLAT BOOK 121, PAGE 58 DOES NOT AGREE WITH THE PARENT TRACT PLAT, RECORDED IN PLAT BOOK 104, PAGE
UNLESS OTHERWISE NOTED.
THAT ARE NOT SHOWN HEREON. ALL RECORD EASEMENTS SHOWN HEREON ARE RECORDED WITHIN THE UNDERLYING RECORD PLAT, DEPARTMENT OF TRANSPORTATION. THIS SURVEY MAY BE SUBJECT TO EASEMENTS, RESERVATIONS, AND RIGHTS OF WAY OF RECORD
BEACH COUNTY, DATED FEBRUARY 26, 2019. IN ADDITION, STANTEC RETRIEVED RECORD PLATS AND INFORMATION FROM THE FLORIDA
5. THE EXISTING RIGHT OF WAY LINES SHOWN WITHIN THE SURVEY ARE BASED UPON RIGHT OF WAY DOCUMENTS PROVIDED BY PALM
PERMANENT REFERENCE MONUMENTS, SHOWN ON ADJACENT RECORD PLATS, AND PROPERTY CORNERS.
STANTEC RECOVERED MONUMENTS ON THE BASELINE OF SURVEY AND REFERENCE MONUMENTS. IN ADDITION, STANTEC RECOVERED
FDOT PROJECT 439844-4-52-01•
PALM BEACH COUNTY PROJECT 2003604•
PALM BEACH COUNTY PROJECT 2005503•
THE FLORIDA DEPARTMENT OF TRANSPORTATION:
4. THE BASELINES OF SURVEY AND STATIONING ARE BASED UPON THE FOLLOWING INFORMATION PROVIDED BY PALM BEACH COUNTY AND
LEVEL. SAID LEVEL RUN EXCEEDED THE STANDARDS OF PRACTICE CLOSURE OF + 0.05' TIMES THE SQUARE ROOT OF THE MILES RUN.
PROJECT BENCHMARKS WERE SET BY STANTEC AT 600’ INTERVALS AND ELEVATIONS WERE ESTABLISHED USING A TRIMBLE DIGITAL
A CONSTANT VALUE OF + 1.53' CAN BE ADDED TO THE NAVD 88 ELEVATIONS SHOWN HEREON TO COMPARE WITH NGVD 1929 VALUES.
EL = 23.040’ (NGVD 29)
EL = 21.510’ (NAVD 88)
MCDONALD: RECOVERED BRASS DISK IN PARAPET WALL.
EL = 21.889’ (NGVD 29)
EL = 20.359’ (NAVD 88)
TRIDENT: RECOVERED BRASS DISK IN CATCH BASIN.
EL = 18.671’ (NGVD 29)
EL = 17.141’ (NAVD 88)
MCGINN: RECOVERED BRASS DISK IN CONCRETE DRIVEWAY.
UPON THE FOLLOWING MONUMENTS, AS PUBLISHED BY PALM BEACH COUNTY ENGINEERING:
3. THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE ELEVATIONS SHOWN HEREON ARE BASED
E: 916208.465
N: 790142.112
WHIT: RECOVERED BRASS DISK IN CONCRETE MONUMENT.
E: 916307.717
N: 784718.246
VITALITY: RECOVERED BRASS DISK IN CONCRETE MONUMENT.
PUBLISHED BY PALM BEACH COUNTY ENGINEERING, HAVING A GRID BEARING OF N 01° 02' 54” W:
1990 ADJUSTMENT (NAD83/90). THE COORDINATES AND BEARINGS SHOWN HEREON BASED UPON THE FOLLOWING MONUMENTS, AS
2. THE HORIZONTAL PROJECT DATUM IS THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, SURVEY LIMITS OUTLINED BY SAID SCOPE. THERE MAY BE ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN ON THIS DRAWING.
WITHIN THE NEGOTIATED SCOPE OF SERVICES. THIS SURVEY LOCATED ABOVE GROUND VISIBLE IMPROVEMENTS ONLY WITHIN THE
AND PROVIDE TOPOGRAPHIC, AND DRAINAGE SURVEY INFORMATION WITHIN THE PROJECT LIMITS, AS MORE SPECIFICALLY OUTLINED
PURPOSE OF THIS SURVEY INCLUDES ESTABLISHING THE BASELINE ALIGNMENT, EXISTING RIGHT OF WAY LINES, PROJECT BENCHMARKS, ENGINEERING, INC, AND STANTEC CONSULTING SERVICES, DATED SEPTEMBER 17TH , 2020 (PROJECT NO. 2018503). THE SPECIFIC
ADMINISTRATIVE CODE. THE SCOPE OF THIS SURVEY IS LIMITED TO THE CONTRACT AGREEMENT EXECUTED BETWEEN PROPEL
1. THIS IS A SPECIFIC PURPOSE RIGHT OF WAY AND TOPOGRAPHIC SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(A)-(K) OF THE FLORIDA
SPECIFIC PURPOSE RIGHT OF WAY AND TOPOGRAPHIC SURVEY
34-38PROJECT CONTROL
EASE.=EASEMENT
E=EASTING
D.E.=DRAINAGE EASEMENT
D.B.=DEED BOOK
(D) = DEED DISTANCE
D=DEGREE OF CURVE
=DEFLECTION ANGLE (DELTA)
CONST.=CONSTRUCTION
COMM.=COMMUNICATION
CONC.=CONCRETE
CMP=CORRUGATED METAL PIPE
CMON=CONCRETE MONUMENT
CATV=CABLE TV
(C) - CALCULATED DISTANCE
BOTT.=BOTTOM
BL=BASELINE OF SURVEY
BLVD.=BOULEVARD
BK=BACK
AVE.=AVENUE
ASSOC.=ASSOCIATE
ARV=AIR RELEASE VALVE
APPROX.=APPROXIMATE
ALUM.=ALUMINUM
AH=AHEAD
A.K.A.=ALSO KNOWN AS
ABBREVIATIONS:
PI STA.142+60.71 PI STA.156+60.34
PI STA.170+15.37
BEGIN SURVEY STA.116+55.71
E=921612.842
N=782093.756
E=921595.034 N=784698.752
E=921583.051 N=786098.362
E=921573.788
N=787453.390
120 130 140 150 160 170
(0.3' BELOW ASPHALT)
FND 1/2" IRON SPIKE
SIRC SPKD
SIRC
PI STA.205+07.49
E=921531.991
N=792881.672
STA 161+59.51 AH
STA 180+95.71 BK =
EQUATION:
E=921565.470
N=788533.720
180 170 180 190 200 210
SIRC
4273.54'
E=921502.902
N=797155.206
E=921494.122
N=797576.307
E=921466.473
N=798368.512
E=921462.903
N=798368.452
E=921447.981
N=799268.348
STA.39+00.00
END OF SURVEY
220 230 240 250
PAVEMENT
FIR 1.3' BELOW
SIRC
792.67' 900.00'
SIRC
CURVE BL1
P.C. STA.247+81.03
P.T. STA.252+02.24
.5
' STA.64+18.43 (BOYNTON BEACH BLVD.)
EQUATION STA.30+00.00 (LYONS RD.)=
STA.64+22.00 (BOYNTON BEACH BLVD.)
EQUATION STA.259+94.90 (LYONS RD.)=
NORTH
SUR 02
M A
T C
H
S
T A .1
.0
M A
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.0
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.0
R
ID
G E
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O A
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A P P
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IA
-2
C
A N
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L .W .D .D
M A
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M E
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NORTH
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NORTH
NOT TO SCALE
M O
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SUR 05 SUR 06
SUR 07
SUR 08 SUR 09
SUR 10 SUR 11
SUR 12
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M A
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.0
KEY SHEET
SURVEY BASELINE LYONS RD.
SURVEY BASELINE LYONS RD.
SUR 14
SUR 15
SUR 16
SUR 17 SUR 18 SUR 19 SUR 20
SUR 21 SUR 22
SUR 23
SUR 24
SUR 25 SUR 26 SUR 27
SUR 28
SUR 29
SUR 30
SUR 31
LYONS RD.
SURVEY BASELINE
1080.34'
1080.34'
P.T.STA.252+02.24
P.C.STA.247+81.03
R = 15000.00'
L = 421.21'
T = 210.62'
P.I.STA.249+91.65
CURVE BL1
C A
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L -3
T H
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SUR 38
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SHEET:
OF:
PROJECT NO.
PBM
KG
CM
TBD
W E S T
P
A L
M
B E
A C
H
F L
V
IS
T A
P
A R
K W
A Y
S T E
S E R
V
IC
E S
IN
C
S T
A N
T E C
C
O N S
U L T
IN
G
F L O
R
ID
A
R E
G
IS
T R
A N
T
N
O
P A T R
IC
K
B
M E E
D S
P S
M
A U T
H O
R
IZ
A T
IO
N
L B
C E R T
IF
IC
A T E
O
B O
Y O
N T
O N
B
E A
C H
B
L V
D
F R
O M
N O
R T
H
O
F
L
W D
D
L -3
C
A N
A L
L Y
O N
S
R
O A
D
1" = 40'
SUR 38
119+16.11
55.00' RT
N01°02'54"W
N '4
W
.6
(G
R O
U N
D
.8
(G
R
ID
5424.65' (GROUND)
5424.77' (GRID)
N '5
E
N00°23'30"W 2153.26'
N00°23'30"W 1349.13'
GRASS
GRASS
ASPHALT
ASPHALT
CONC.
CONC.
CONC. BRIDGE DECK
GRASS
GRASS
GRASS
GRASS
ASPHALT
T O
P
O
F
B
A N
K
CONC. PAD
UTIL. VAULT
W.P.B.
TRAFFIC
.9
.1
.3
.3
.9
.1
.2
.8
.1
.7
.6
.3
.0
.4
.5
.9
.6
.0
.4
.7
.0
.6
.5
.2
.3
.9
.3
.5
.1
.5
.0
.5
.4
.6
.7
.7
.1
.9
.8
.4
.8
.4
.5
.9
.2
.7
.8
.8
.7
.3
.0
.7
.8
.5
.1
.6
.6
.7
.6
.7
.9
.9
.8
.1
.4
.3
.4
.8
.9
.9
.5
.8
.8
.2
.2
.5
.8
.6
.4
.4
.9
.3
.3
.7
B A
N K
T O
P
P
O
F
B
A N
KU
U U
S A
N
U
U
U
W A T E R
N P
W
N P
W
N P
W
N P
W
E=921612.842
N=782093.756
(0.3' BELOW ASPHALT)
FND 1/2" IRON SPIKE
N '2
EN
'2
E
SHEET 1.
SEE SURVEYOR'S NOTE #7
EAST LINE OF TRACT "OS2"
N00°58'07"W
5423.96' (GROUND)
5424.08' (GRID)
.6
.0
BEGIN BASELINE
SURVEY STA.116+55.71
N00°23'30"W 2605.00'
N '5
E
FND. 4" CONC. PRM
LB7741
119+16.08
52.61' RT
72.00' LT
117+47.52
72.00' RT
117+48.06
N00°23'30"W 91.81'
N00°23'30"W 92.35'
1348.89' (P)
P .B
/1
U .E
P .B
/1
L .A .E
2152.77' (P)
E = 916,307.717
N = 784,718.246
"VITALITY"
BRASS DISK IN CONCRETE
FND. PALM BEACH COUNTY
E = 921,612.842
N = 782,093.756
FND. 1/2" IRON SPIKE
STATION 116+55.71
E = 916,116.769
N = 795,565.417
"VOUTSAS"
BRASS DISK IN CONCRETE
FND. PALM BEACH COUNTY
E = 916,208.465
N = 790,142.112
"WHIT"
BRASS DISK IN CONCRETE
FND. PALM BEACH COUNTY
ASPHALT.
A S
PH
A
LT
W
A
LK
ASPH
ALT W
ALK
CONC. WALK
CONC. WALK
C O
N C . W
A
LK
CONC.
W
ALK
N '2
,2
.3
(C
P .B
/1
U .E
AND DETAIL "A" SHEET 33.
SEE SURVEYOR'S NOTE #6, SHEET 1
WEST LINE OF TRACT "OS2"
917.11' (P)
117 118 119 120
SUR 03
S E
E
S
H E
E T
S
U R
S T
A T
IO
N
NORTH
SECTIONS 6 & 7, TWP. 46 S.; RGE. 42 E.
INTENDED DISPLAY SCALE: 1" = 40'
E = 916,348.74
N = 782207.94
PUBLISHED PALM BEACH COUNTY POSITION
SECTION 6, TWP. 46S. RGE. 42 E.
S.W. CORNER
LYONS RD.
PCN 00424605120150010
P.B. 2, PG. 26
P. B. FARMS CO. PLAT NO 1
TRACT 1, BLOCK 7
P.B. 2, PG. 26
P. B. FARMS CO. PLAT NO 1
TRACT 16, BLOCK 8
P.B. 128, PG. 172
MONTICELLO AGR - PUD PLAT ONE
(L .W .D .D
R /W
P
E R
O .R .B
P G
(P .B
P G
-5
P L
A T
T E
D
R
O
IT
C H
R
E S
E R
V A
T
IO
N
TRACT "OS2"
T R
A C
T
O
S
R/W
R/W
R/W
10' P.B.C.U.E.
119+05.30
57.60' LT
(PROJECT 2005503)
SURVEY BASELINE
LYONS RD.
P.B. 121, PG. 58
SOUTH PLAT ONE
VALENCIA COVE AGR-P.U.D. -
(O .R .B
P G
A N
D
L .W .D .D
R /W
P
B
P G
R O
A D
A
N D
D
IT
C H
R
E S
E R
V A
T
IO
N
TRACT "OS2"
R /W
R /W
(O.R.B. 30590, PG. 1674)
(O.R.B. 22785, PG. 1009)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 18109, PG. 490)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
SHEET 1
SEE SURVEYOR'S NOTE 7
2.60' HIATUS
(112.60' PUBLIC R/W)
2.60' INTERIOR HIATUS AS SHOWN ON PLAT BOOK 111, PAGE 136.
WHICH IS SUPPORTED BY PLAT BOOK 104, PAGE 152. THIS HAS CREATED A
AS THE BASELINE OF SURVEY OF PALM BEACH COUNTY PROJECT NO 2005503,
RECORDED IN PLAT BOOK 2, PAGE 45 AND MONUMENTED AND REFERENCED
RESERVATION RECORDED IN PALM BEACH FARMS CO. PLAT NO. 3, AS
LOCATION OF THE BASELINE OF SURVEY FOR THE 25' ROAD AND DITCH
PLAT BOOK 111, PAGE 136 AS "RW TRACT" DOES NOT AGREE WITH THE
THE RIGHT OF WAY RECORDED IN O.R.B. 23089, PAGE 87 AND DEPICTED ON
SEE SURVEYOR'S NOTE #7, SHEET 1
EP
EP
EP
119+05.79
119+15.54
25' 29.70'
25' 40.26'
S O
U T
H
L
IN
E
O
F
T
R A
C T
B L
O C
K
P
B
P G
S
.2
O F
T
R A
C T
L .W .D .D
R /W
(O .R .B
P G
15'
15'
TBM#1
118+20.97
28.19' LT
ELEV.=21.84'
FND. BRASS DISC
"P.B.C. LYONS L-30"
R /W
S O
U T
H
L
IN
E
O
F
T
R A
C T
B L
O C
K
P
B
P G
N O
R T
H
L
IN
E
O
F
T
R A
C T
B L
O C
K
S O
U T
H
L
IN
E
S
E C
T
IO
N
-4
-4
N
O R
T H
L
IN
E
S
E C
T
IO
N
-4
-4
S O
U T
H
L
IN
E
S
E C
T
IO
N
-4
-4
.0
.0
(O .R .B
P G
(O .R .B
P G
"TRACT B" -55' R/W
(P.B. 104, PG. 152)
"TRACT RW" - 55' RW
(P.B. 111, PG. 136 &
O.R.B. 23089, PG. 87
PCN 00424605120150000
30.30' 87.95
(187.95')
L.W.D.D. L-30 CANAL
(O .R .B
P G
.9
L .W .D .D
R /W
19.74'
(187.95')
L.W.D.D. L-30 CANAL
(O .R .B
P G
.9
L .W .D .D
R /W
87.95'
R /W
PCN 004246071000000010
PCN 004246071000000010
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
COORDINATES SHOWN ARE GRID COORDINATES.
(O .R .B
P G
.3
L .W .D .D
E A
S E
M E
N T
OF THE 5' L.A.E. AND 10' U.E. REPLATTED BY PLAT BOOK 121, PAGE 58.
OF WAY TRACT LINES, THIS THEREFORE IMPACTS THE WIDTH
THEREFORE, OVERLAPS WITH THE PREVIOUSLY DEDICATED RIGHT
PROJECT 2005503. THE WEST LINE OF PLAT BOOK 121, PAGE 58
THE BASELINE AND RIGHT OF WAY LINES SHOWN IN P.B.C.
TO PALM BEACH COUNTY AS TRACT "B", WHICH AGREES WITH
PAGE 152. PLAT BOOK 104, PAGE 152 DEDICATED RIGHT OF WAY
WITH THE PARENT TRACT PLAT, RECORDED IN PLAT BOOK 104,
THE WEST LINE OF PLAT BOOK 121, PAGE 58 DOES NOT AGREE
SEE SURVEYOR'S NOTE #6, SHEET 1
R/W
R/W
(O .R .B
P G
P .B
P G
S O
U T
H
.7
O F
T
R A
C T
B L
O C
K
L .W .D .D
R /W
T H
P
L A
C E
T H
P
L A
C E
P C
N
P C
N
P
A C
T
S
P
P
P
N
P C
N
P
P
N
(O .R .B
P G
C O
N S
E R
V A
T
IO
N
E
A S
E M
E N
T
(O .R .B
P G
.7
L .W .D .D
E A
S E
M E
N T
(O.R.B. 22684, PG. 1699)
30.30' L.W.D.D. EASEMENT
P L
A T
T E
D
R
O A
D
R
E S
E R
V A
T
IO
N
(P .B
P G
(L .W .D .D
R /W
P
E R
O .R .B
P G
(4
P U
B L
IC
R
W
(4
P U
B L
IC
R
W
(L .W .D .D
R /W
P
E R
O .R .B
P G
(P .B
P G
P L
A T
T E
D
R
O A
D
R
E S
E R
V A
T
IO
N
.6
.6
121 122 123 124 125 126
N00°23'30"W 2153.26'
1349.13'
GRASS
BOTT.=9.47'
N. INV.=11.58'
W. INV.=11.50'
TOP=18.07'
CATCH BASIN
BOTT.=9.08'
E. INV.=11.01'
TOP=17.64'
CATCH BASIN
BOTT.=8.72'
S. INV.=10.56'
W. INV.=10.78'
TOP=19.67'
CATCH BASIN
BOTT.=9.03'
E. INV.=11.17'
TOP=18.16'
CATCH BASIN
GRASS
GRASS
GRASS
ASPHALT
ASPHALT
ASPHALT
ASPHALT
R
C P
R
C P
R
C P
18" RCP
2' CONC. CURB & GUTTER
18" RCP
GRASS
COMM. VAULT COMM. VAULT
VAULT
COMM.
W.P.B.
CATV
BOTT.=9.77'
E. INV.=11.73'
TOP=18.21'
CATCH BASIN
SIGN
R
C P
BOTT.=8.43'
W. INV.=10.72'
S. INV.=10.74'
E. INV.=10.69'
N. INV.=10.49'
TOP=17.49'
CATCH BASIN
.0
.9
.4
.1
.9
.6
.1
.5
.7
.2
.1
.018.11 .8
.817.4
.6
.4
.5
.7
.8
.8
.9
.0
.9
.0
.2
20.9
20.7
18.8
19.5
.3
.8
.3
.4
.6
.7
.6
.31
.2
.3
.4
.4
.6
.3
.1
.0
.2
.1
.5
.3
.6
.3
.4
.3
.4
.6
.8
.3
.2
.5
.7
.9
.3
.4
.1
.4
.8
.1
.3
.3
.6
.9
.1
.4
.92 .5
.9
.4
.3
.2
.3
.5
.1
.6
.1
19.63
.1
.4
.2
.2
.4
.6
.2
.2
.5
.0
.6
.7
.1
.7
.6
.9
.9
.9
.7
.1
.4
.1
.1
.0
.7
.7
.1
.1
.4
.3
.3
.2
.9
.9
.4
.4
.3
.7 9U
U
W A T E R
W A T E R
W A T E R
W A T E R
W/TRANSFORMER
CONC. PAD
W/TRANSFORMER
CONC. PAD
W/TRANSFORMER
CONC. PAD
N00°23'30"W
W/W.P.B.
CONC. PAD
VALVE
WATER
SHEET 1.
SEE SURVEYOR'S NOTE #7
EAST LINE OF TRACT "OS2"
N00°23'30"W 2605.00'
2' CONC. CURB AND GUTTER
1348.89' (P)
P .B
/1
L .A .E
P .B
/1
U .E
2152.77' (P)
GRASS
ASPHALT WALK
P .B
/1
U .E
AND DETAIL "A" SHEET 33.
SEE SURVEYOR'S NOTE #6, SHEET 1
WEST LINE OF TRACT "OS2"
917.11' (P)
121 122 123 124 125 126
E N
G I N
E E
R I N
G A
N D P
U B
L I C W
O R
K S
R O
A D
W A
Y P
R O
D U
C T
IO
N P
O B
O X
W E S T P
A L
M B
E A
C H F L
O R
ID
A
P A
L M B
E A
C H C
O U
N T
Y
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
F
IE
N O
R E
V
IS
IO
N B
Y D
A T
E
D R
A W
D E
S
M E
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
PBM
KG
CM
TBD
W E
S T
P
A
A C
H
F L
S
T A
P
A R
K W
A Y
S T
E
S E
R V I C
E S
I N
C
S T
A N
T
N S
U L T I N
G
F L
O R I
G I S
T R
A
P A
T R I
M E
E D
S
P S
M
A U T
H O
R
IZ
A T
IO
N
L B
C E R T
IF
IC
A T E
O
B O
Y O
N T
O N
B
E A
C H
B
L V
D
F R
O M
N O
R T
H
O
F
L
W D
D
L -3
C
A N
A L
L Y
O N
S
R
O A
D
1" = 40'
SUR 38
SUR 04
NORTH
SECTION 6, TWP. 46 S.; RGE. 42 E.
S E
E
S
H E
E T
S
U R
S T
A T
IO
N
S T
A T I O
N
S E
E
S
H E
E T
S
U R
INTENDED DISPLAY SCALE: 1" = 40'
LYONS RD.
P.B. 121, PG. 58
VALENCIA COVE AGR-P.U.D. - SOUTH PLAT ONE
P.B. 128, PG. 172
MONTICELLO AGR - PUD PLAT ONE
20' D.E.
P.B.C.U.E.
20'
R/W R/W
SIRC 5/8" "LB 7866"
ELEV.=19.68'
58.35' LT
124+18.52
TBM#2
P.B.C.U.E.
20'
R/W R/W
SHEET 1
SEE SURVEYOR'S NOTE 6
2.60' HIATUS
WATER VALVE
(PROJECT 2005503)
SURVEY BASELINE
LYONS RD.
PCN 00424605120150010
TRACT "OS2"
PCN 00424605120150000
TRACT "OS2"
(O.R.B. 30590, PG. 1674)
(O.R.B. 22785, PG. 1009)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 18109, PG. 490)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(112.60' PUBLIC R/W)
2.60' INTERIOR HIATUS AS SHOWN ON PLAT BOOK 111, PAGE 136.
WHICH IS SUPPORTED BY PLAT BOOK 104, PAGE 152. THIS HAS CREATED A
AS THE BASELINE OF SURVEY OF PALM BEACH COUNTY PROJECT NO 2005503,
RECORDED IN PLAT BOOK 2, PAGE 45 AND MONUMENTED AND REFERENCED
RESERVATION RECORDED IN PALM BEACH FARMS CO. PLAT NO. 3, AS
LOCATION OF THE BASELINE OF SURVEY FOR THE 25' ROAD AND DITCH
PLAT BOOK 111, PAGE 136 AS "RW TRACT" DOES NOT AGREE WITH THE
THE RIGHT OF WAY RECORDED IN O.R.B. 23089, PAGE 87 AND DEPICTED ON
SEE SURVEYOR'S NOTE #7, SHEET 1
EP
EP
EP
SEE SURVEYOR'S NOTE #10, SHEET 1
THE 25' ROAD AND DITCH TRACTS LYING BETWEEN
BLOCKS 50, 51, 53, 54 59, 60, 62, AND 63, P.B. 2, PG. 45;
WHICH LIE ADJACENT TO THE SURVEY BASELINE
HAVE BEEN ADJUDICATED TO THE ADJACENT LAND OWNERS.
"TRACT B" -55' R/W
(P.B. 104, PG. 152)
"TRACT RW" - 55' RW
(P.B. 111, PG. 136 &
O.R.B. 23089, PG. 87
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
COORDINATES SHOWN ARE GRID COORDINATES.
OF THE 5' L.A.E. AND 10' U.E. REPLATTED BY PLAT BOOK 121, PAGE 58.
OF WAY TRACT LINES, THIS THEREFORE IMPACTS THE WIDTH
THEREFORE, OVERLAPS WITH THE PREVIOUSLY DEDICATED RIGHT
PROJECT 2005503. THE WEST LINE OF PLAT BOOK 121, PAGE 58
THE BASELINE AND RIGHT OF WAY LINES SHOWN IN P.B.C.
TO PALM BEACH COUNTY AS TRACT "B", WHICH AGREES WITH
PAGE 152. PLAT BOOK 104, PAGE 152 DEDICATED RIGHT OF WAY
WITH THE PARENT TRACT PLAT, RECORDED IN PLAT BOOK 104,
THE WEST LINE OF PLAT BOOK 121, PAGE 58 DOES NOT AGREE
SEE SURVEYOR'S NOTE #6, SHEET 1
.6
.6
.6
.6
N00°23'30"W 1349.13'
N00°23'30"W 2153.26'
GRASS
2' CONC. CURB & GUTTER
UNDER CONST.
SIG. POLE BASE
.9
.5
.9
.8
.3
.7
.8
.9
.1
.7
.8
.3
.4
.9
.2
.4
.6
.7
.4
.7
.7
.4
.9
.9
.7
.5
.7
.4
.5
.9
.6
.8
.9
.8
.4
.3
.8
.8
.8
.8
.8
.5
.9
.6
.9
.0
.5
.8
.6
.5
.9
.9
.2
.4
.6
.2
.5
.7
.8
U
U
S A
N
W A T E R W
A T E R
G A S
U
U
.5
W A T E R
W A T E R
SHEET 1.
SEE SURVEYOR'S NOTE #7
EAST LINE OF TRACT "OS1"
N00°23'30"W 2605.00'
5' L.A.E.
10' U.E. 10' U.E.
5' L.A.E.
1348.89' (P)
P .B
/1
L .A .E
P .B
/1
U .E
P .B
/1
L .A .E
P .B
/1
U .E
260.06' (P)
N00°49'12"E
2152.77' (P)
128+63.77
128+26.43
55.00' RT
89.82' RT
N '3
E
95.40' RT
129+44.34
55.00' RT
129+82.01
99.69' LT
129+42.68
57.57' LT
129+82.40
PRM LB7741
FND. 4" CONC.
57.60' LT
129+82.63
N '3
W
95.50' LT
128+62.35
57.60' LT
128+22.41
ASPHALT W
ALK
P .B
/1
U .E
P .B
/1
A C
C E S S
E
A S
E
EASE. ENDS
10' ACCESS
P.B. 128/172
10' U.E.P.B. 128/172
10' U.E.
P .B
/1
A C
C E S S
E
A S
E
AND DETAIL "A" SHEET 33.
SEE SURVEYOR'S NOTE #6, SHEET 1
WEST LINE OF TRACT "OS2"
749.97' (C) 749.48' (P)82.21' (P)78.01' (P)917.11' (P)
E N
G
IN
E E
R
IN
G A
N D P
U B
L
IC
W
O R
K S
R O
A D
W A
Y P
R O
D U
C T I O
N P
O B
O X
W E
S T P
A L
M B
E A
C H F
L O
R I D
A
P A
L M B
E A
C H C
O U
N T
Y
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
F
IE
N O
R E
V
IS
IO
N B
Y D
A T
E
D R
A W
D E
S
M E
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
PBM
KG
CM
TBD
W E
S T
P
A
A C
H
F L
V
IS
T A
P
A R
K W
A Y
S T E
S E
R V I C
E S
I N
C
S T
A N
T
N S
U L T I N
G
F L
O R I
G I S
T R
A
P A
T R I
M E
E D
S
P S
M
A U T
H O
R
IZ
A T
IO
N
L B
C E R T
IF
IC
A T E
O
B O
Y O
N T
O N
B
E A
C H
B
L V
D
F R
O M
N O
R T
H
O
F
L
W D
D
L -3
C
A N
A L
L Y
O N
S
R
O A
D
1" = 40'
SUR 38
127 128 129 130 131 132
SUR 05
SECTION 6, TWP. 46 S.; RGE. 42 E.
S T
A T I O
N
S E
E
S
H E
E T
S
U R
S E
E
S
H E
E T
S
U R
S T
A T
IO
N
NORTH
INTENDED DISPLAY SCALE: 1" = 40'
LYONS RD.
P.B. 121, PG. 58
VALENCIA COVE AGR-P.U.D. - SOUTH PLAT ONE
P.B. 128, PG. 172
MONTICELLO AGR - PUD PLAT ONE
20' D.E.
R/W R/W
SIRC 5/8" "LB 7866"
ELEV.=19.85'
62.22' LT
130+18.82
TBM#3
R/W
P.B.C.U.E.
20'
R/W
(P R
IV
A T
E
D
R
IV
E
G O
L D
E N
C
R E S
C E
N T
D
R
IV
E
T R
A C
T
A
S T
A
.4
S
T A
.5
(P R
IV
A T
E
S
T R
E E
T
A P P
A L
A C
H
IA
N
R
ID
G E
R
O A
D T
R A
C T
A
SHEET 1
SEE SURVEYOR'S NOTE 6
2.60' HIATUS
BOTT.=6.76'
W. INV.=10.63'
E. INV.=8.84'
N. INV.=8.81'
TOP=17.35'
CATCH BASIN
GRASS
GRASS
G R
A S S
GRASS
GRASS
ASPHALT
ASPHALT
G R
A S S
ASPHALT
ASPHALT
GRASS
GRASS
ASPHALT
ASPHALT
2' CONC. CURB & GUTTER
2' CONC. CURB & GUTTER
2' CONC. CURB & GUTTER
2' CONC. CURB & GUTTER
A S P
H A
L T
A S P
H A
L T
GRASS
GRASS
GRASS
GRASS
2' CONC. CURB & GUTTER
SIGNAL LIGHT
TRAFFIC
SIGNAL LIGHT
TRAFFIC
SIGNAL LIGHT
TRAFFIC
SIGNAL LIGHT
TRAFFIC
A S P
H A
L T
A S P
H A
L T
SIGN
W.P.B.
ELEC.
G.A.
G.A.
UNDER CONST.
SIG. POLE BASE
W.P.B.
ELEC.
FPL VAULT
BOTT.=8.85'
E. INV.=10.72'
TOP=19.13'
CATCH BASIN
IRR. VALVES
SIGN
SIGN
G.A.
G.A.
UNDER CONST.
SIG. POLE BASE
W.P.B.
ELEC.
W.P.B.
ELEC.
UNDER CONST.
SIG. POLE BASE
G.A.
IRR. VALVES
PAD
CONC.
VALVE
WATER
VALVE
WATER F.H. VALVE
WATER
VALVE
WATER
VALVE
GAS
.7
.1
.5
.2
.0
.0
.2
.5
.5
.2
.1
.1
.0
.6
.2
.8
.3
.5
.9
.0
.9
.0
.4
.5
.3
.1
.11 .8
.9
.1
.6
.9
.3
.7
.4
.8
.3
.7
.3
.0
.0
.3
.0
.3
.7
.0
.0
.3
.2
.7
.7
.3
.32 .1
.2
.5
.1
.0
.9
.6
.4
.5
.5
.7
.4
.6
.4
.6
.4
.4
.6
.6
.6
.7
.6
.7
.8
.2
.5
.2
.4 .3
.4
.9
.3
.7
.3
.3
.4
.4
.1
.5
.5
.5
.7
20.30
.2
.1
.2
.1
.8
.4
.0
.7
.5
.6
.7
.0
.9
.7
.1
.7
.0
.6
.9
.9
20.60
.6
.5
.3
.7
.9
.3 6 2
.2
.4
.8
R
C P
R
C P
30" RCP
(PROJECT 2005503)
SURVEY BASELINE
LYONS RD.
PCN 00424605120150010
TRACT "OS2"
PCN 00424605120150010
TRACT "OS1"
PCN 00424605120150000
TRACT "OS1"
PCN 00424605120150000
TRACT "OS2"
TRAFFIC
W.P.B.
W/TRANSFORMER
CONC. PAD
INV.=8.71'
(O.R.B. 30590, PG. 1674)
(O.R.B. 22785, PG. 1009)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 30590, PG. 1674)
(O.R.B. 22785, PG. 1009)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 18109, PG. 490)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 18109, PG. 490)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(112.60' PUBLIC R/W)
2.60' INTERIOR HIATUS AS SHOWN ON PLAT BOOK 111, PAGE 136.
WHICH IS SUPPORTED BY PLAT BOOK 104, PAGE 152. THIS HAS CREATED A
AS THE BASELINE OF SURVEY OF PALM BEACH COUNTY PROJECT NO 2005503,
RECORDED IN PLAT BOOK 2, PAGE 45 AND MONUMENTED AND REFERENCED
RESERVATION RECORDED IN PALM BEACH FARMS CO. PLAT NO. 3, AS
LOCATION OF THE BASELINE OF SURVEY FOR THE 25' ROAD AND DITCH
PLAT BOOK 111, PAGE 136 AS "RW TRACT" DOES NOT AGREE WITH THE
THE RIGHT OF WAY RECORDED IN O.R.B. 23089, PAGE 87 AND DEPICTED ON
SEE SURVEYOR'S NOTE #7, SHEET 1
EP
EPEP
SEE SURVEYOR'S NOTE #10, SHEET 1
THE 25' ROAD AND DITCH TRACTS LYING BETWEEN
BLOCKS 50, 51, 53, 54 59, 60, 62, AND 63, P.B. 2, PG. 45;
WHICH LIE ADJACENT TO THE SURVEY BASELINE
HAVE BEEN ADJUDICATED TO THE ADJACENT LAND OWNERS.
(O .R .B
P G
(O .R .B
P G
P A
R K
W A
Y
E
A S
E M
E N
T
W
ID
E
L
Y O
N S
R
O A
D
R
U R
A L
P C
N
T R
A C
T
O
S
"TRACT B" -55' R/W
(P.B. 104, PG. 152)
"TRACT RW" - 55' RW
(P.B. 111, PG. 136 &
O.R.B. 23089, PG. 87
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
COORDINATES SHOWN ARE GRID COORDINATES.
OF THE 5' L.A.E. AND 10' U.E. REPLATTED BY PLAT BOOK 121, PAGE 58.
OF WAY TRACT LINES, THIS THEREFORE IMPACTS THE WIDTH
THEREFORE, OVERLAPS WITH THE PREVIOUSLY DEDICATED RIGHT
PROJECT 2005503. THE WEST LINE OF PLAT BOOK 121, PAGE 58
THE BASELINE AND RIGHT OF WAY LINES SHOWN IN P.B.C.
TO PALM BEACH COUNTY AS TRACT "B", WHICH AGREES WITH
PAGE 152. PLAT BOOK 104, PAGE 152 DEDICATED RIGHT OF WAY
WITH THE PARENT TRACT PLAT, RECORDED IN PLAT BOOK 104,
THE WEST LINE OF PLAT BOOK 121, PAGE 58 DOES NOT AGREE
SEE SURVEYOR'S NOTE #6, SHEET 1
ASPHALT
WALK
ASPHALT WALK
ASPHALT WALK
CONC. WALK
WALK
CONC.
C O
N C
W A
L K
C O
N C
W A
L K
WALK
CONC.
C O
N C
W A
L K
C O
N C
W A
L K
.7
P.B. 121, PG. 58
VALENCIA COVE AGR-P.U.D. - SOUTH PLAT ONE
55.00' RT
132+65.24
P.I.
.6
.6
.6
V A
R
IE
S
N13°06'15"E N00°23'30"W 279.84'
N00°23'30"WN00°49'13"E
N00°23'30"W 2153.26'
.7
.7
.0
.0
.1
.7
.0
.8
.5
.6
.9
.1
.1
S A
N
S A
N
W A T E R
W A T E R
SHEET 1.
SEE SURVEYOR'S NOTE #7
EAST LINE OF TRACT "OS1"
N00°23'30"W 2605.00'
280.00' (P)
P .B
/1
U .E
P .B
/1
L .A .E
2152.77' (P)
51.42' (P)
220.00' (P)260.06' (P)
82.60' LT
137+57.60
57.60' LT
137+32.60
82.60' LT
138+07.60
57.60' LT
138+32.60
P .B
/1
U .E
EASE. ENDS
10' ACCESS
P .B
/1
A C
C E S S
E
A S
E
AND DETAIL "A" SHEET 33.
SEE SURVEYOR'S NOTE #6, SHEET 1
WEST LINE OF TRACT "OS2"
100.00' (P)749.48' (P) 749.97' (C)
60.50' RT
135+25.24
P.I.
133 134 135 136 137 138
E N
G
IN
E E
R
IN
G A
N D P
U B
L
IC
W
O R
K S
R O
A D
W A
Y P
R O
D U
C T I O
N P
O B
O X
W E
S T P
A L
M B
E A
C H F
L O
R I D
A
P A
L M B
E A
C H C
O U
N T
Y
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
F
IE
N O
R E
V
IS
IO
N B
Y D
A T
E
D R
A W
D E
S
M E
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
PBM
KG
CM
TBD
W E
S T
P
A
A C
H
F L
V
IS
T A
P
A R
K W
A Y
S T E
S E
R V I C
E S
I N
C
S T
A N
T
N S
U L T I N
G
F L
O R I
G I S
T R
A
P A
T R I
M E
E D
S
P S
M
A U T
H O
R
IZ
A T
IO
N
L B
C E R T
IF
IC
A T E
O
B O
Y O
N T
O N
B
E A
C H
B
L V
D
F R
O M
N O
R T
H
O
F
L
W D
D
L -3
C
A N
A L
L Y
O N
S
R
O A
D
1" = 40'
SUR 38
SUR 06
SECTION 6, TWP. 46 S.; RGE. 42 E.
S T
A T I O
N
S E
E
S
H E
E T
S
U R
S E
E
S
H E
E T
S
U R
S T
A T
IO
N
NORTH
INTENDED DISPLAY SCALE: 1" = 40'
LYONS RD.
P.B. 121, PG. 58
VALENCIA COVE AGR-P.U.D. - SOUTH PLAT ONE
P.B. 128, PG. 172
MONTICELLO AGR - PUD PLAT ONE
P.B.C.U.E.
20'
P.B.C.U.E.
20'
R/W
R/W
SIRC 5/8" "LB 7866"
ELEV.=20.49'
66.85' LT
136+18.59
TBM#4
R/W
P.B.C.U.E.
20'
GRASS
GRASS
GRASS
GRASS
TRAFFIC
W.P.B.
BOTT.=7.27'
S. INV.=9.28'
N. INV.=9.32'
TOP=18.12'
CATCH BASIN
BOTT.=8.00'
W. INV.=10.61'
S. INV.=9.94'
N. INV.=10.22'
TOP=17.62'
CATCH BASIN
BOTT.=8.79'
E. INV.=10.79'
TOP=17.59'
CATCH BASIN
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ASPHALT
ASPHALT ASPHALT
ASPHALT
R
C P
18" RCP
24" RCP
VALVE
UNKNOWN
VALVE(2)
WATER
IRR. VALVE
.0
.2
.4
.1
.9
.8
.5
.5
.4
.3
.0
.1
.1
.2
.8
.8
.8
.9
.0
.0
.3
.3
.6
.5
.9
.9
.9
.5
.3
.6
.5
.2
20.2
.6
.3
.4
.5
.9
.8
.9
.3
.2
.4
.3
.2
.5
.4
.7
.8
.9
.6
.8
.0
.9
.5
.7
.4
.3
.5
.5
.3
.1
.7
.1
.7
.1
.2
.6
.3
.3
.2
.8
.1
.6
.9
.1
.9
.4
.5 .1
.5
.2
.6
.4
.0
.5
.0
.2
.3 .7
.4
.4
.4
.1
.6
.2
.6
.6
.2
.5
.1
.3
.5
.6
.7
.7
.7
.1
.1
.7
30" RCP
(PROJECT 2005503)
SURVEY BASELINE
LYONS RD.
R/W
PCN 00424605120150010
TRACT "OS1"
PCN 00424605120150000
TRACT "OS30"
PCN 00424605120150000
TRACT "OS1"
VALVES
SANITARY
W/W.P.B. TRAFFIC
CONC. PAD
W/TRANSFORMER
CONC. PAD
(O.R.B. 30590, PG. 1674)
(O.R.B. 22785, PG. 1009)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 30590, PG. 1674)
(O.R.B. 22785, PG. 1009)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 18109, PG. 490)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
SHEET 1
SEE SURVEYOR'S NOTE 6
2.60' HIATUS
(118.10' PUBLIC R/W)
2.60' INTERIOR HIATUS AS SHOWN ON PLAT BOOK 111, PAGE 136.
WHICH IS SUPPORTED BY PLAT BOOK 104, PAGE 152. THIS HAS CREATED A
AS THE BASELINE OF SURVEY OF PALM BEACH COUNTY PROJECT NO 2005503,
RECORDED IN PLAT BOOK 2, PAGE 45 AND MONUMENTED AND REFERENCED
RESERVATION RECORDED IN PALM BEACH FARMS CO. PLAT NO. 3, AS
LOCATION OF THE BASELINE OF SURVEY FOR THE 25' ROAD AND DITCH
PLAT BOOK 111, PAGE 136 AS "RW TRACT" DOES NOT AGREE WITH THE
THE RIGHT OF WAY RECORDED IN O.R.B. 23089, PAGE 87 AND DEPICTED ON
SEE SURVEYOR'S NOTE #7, SHEET 1
R/W
EP
EP EP
EP
(P R
IV
A T
E
D R
IV
E W
A Y
T
R A
A C
T
H
SEE SURVEYOR'S NOTE #10, SHEET 1
THE 25' ROAD AND DITCH TRACTS LYING BETWEEN
BLOCKS 50, 51, 53, 54 59, 60, 62, AND 63, P.B. 2, PG. 45;
WHICH LIE ADJACENT TO THE SURVEY BASELINE
HAVE BEEN ADJUDICATED TO THE ADJACENT LAND OWNERS.
"TRACT B" -55' R/W
(P.B. 104, PG. 152)
"TRACT B" -72.50' R/W
(P.B. 104, PG. 152)
"TRACT RW" - 55' RW
(P.B. 111, PG. 136 &
O.R.B. 23089, PG. 87
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
COORDINATES SHOWN ARE GRID COORDINATES.
OF THE 5' L.A.E. AND 10' U.E. REPLATTED BY PLAT BOOK 121, PAGE 58.
OF WAY TRACT LINES, THIS THEREFORE IMPACTS THE WIDTH
THEREFORE, OVERLAPS WITH THE PREVIOUSLY DEDICATED RIGHT
PROJECT 2005503. THE WEST LINE OF PLAT BOOK 121, PAGE 58
THE BASELINE AND RIGHT OF WAY LINES SHOWN IN P.B.C.
TO PALM BEACH COUNTY AS TRACT "B", WHICH AGREES WITH
PAGE 152. PLAT BOOK 104, PAGE 152 DEDICATED RIGHT OF WAY
WITH THE PARENT TRACT PLAT, RECORDED IN PLAT BOOK 104,
THE WEST LINE OF PLAT BOOK 121, PAGE 58 DOES NOT AGREE
SEE SURVEYOR'S NOTE #6, SHEET 1
ASPHALT WALK
ASPHALT WALK
ASPHALT WALK
ASPHALT W
ALK
60.50' RT
137+45.25
P.I.
72.50' RT
137+95.25
P.I.
T R
A C
T
O
S
.5
.6
.1
V A
R
IE
S .6
112.49' RT
141+15.08
72.50' RT
140+75.09
52.70'' RT
143+24.99
5' L.A.E.
5' U.E.
U .E
L .A .E
10' U.E.
N44°36'32"E 19.80'
N '3
E
N °2
'2 "W
.5
N
.6 °E
.5
N
.6
°E
N00°23'30"W 279.84'
N00°29'26"W 1335.19'
SHEET 1.
SEE SURVEYOR'S NOTE #8
110.10' RT
141+15.08
LB7741
FND. 5/8" IRC
INV.=10.52'
TOP=19.07'
HEADWALL
W. INV.=10.45'
TOP=19.52'
HEADWALL
GRASS
GRASS
GRASS
GRASS
A S P
H A
L T
DITCH
D
IR
T
R
O A
D
L O
W
A
R E
A
G R
A S S
DITCH
ASPHALT
ASPHALT
ASPHALT
GRASS
ASPHALT
GRASS
GRASS
DITCH
E. INV.=13.16'(P)
N. INV.=13.14'(P)
TOP=21.31'(P)
(PLAN DATA SHOWN)
M.H.
W. INV.=13.16'
S. INV.=13.05'
N. INV.=13.14'
TOP=20.39'
M.H.
TOP OF BANK
BANK
TOP OF
T O
P
O
F
B
A N
K
T O
P
O
F
B
A N
K
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
C O
N C
C U
R B
A
N D
G
U T
T E
R
C O
N C
C U
R B
A
N D
G
U T
T E
R
" R
CP
24" RCP
GRASS
.5
.4
.8
.7
.3
.1
.3
.4
.3
.6
.2
.5
.4
.9
.0
.9
.1
.9
.3
.0
.3
.6
.7
.3
.2
.8
.5
.4
.4
.0
.3
.8
.6
.0
.0
.0
.3
.1
.8
.7
.4
.8
.4
20.1
.0
.4
.5
.7
21.3
.1
.0
.2
.5
.2
.9
.3
.5
.4
.9
.8
.8
.2
.9
.7
.7
.1
.0
.4
.6
.4
.6
.8
.1
.8
.3
.7
.1
.0
.5
.8
.0
.5
.7
.6 .8
.9
.4
.6
.2
.1
.8
.4
.6 .7
.8
.4
.7
.2
.0
.9
.1
.8
.8
.9
.8
.9
.8
.8
.7
.6
.4
.2
.1
.9
.9
.4
.6
.0
.3
20.05
.0
.7
.6
.7
.9
.7
.4
.7
.5
.2
.7
.7
.5
.7
.9
.9
.8
.5
.8
.8
.8
.6
.8
.7
C U
L V
E R
T
'X
B
X
GRASS
C
P
W
T E R
W A T E R
U U
W A T E R
S D
S D
S D
W A
T E
R
S '3
W
N '3
E
S '3
W N
'3
E
PI STA 142+60.71
E=921595.034
N=784698.752
SET IRC
2153.26'N00°23'30"W
SHEET 1.
SEE SURVEYOR'S NOTE #7
EAST LINE OF TRACT "OS1"
N00°23'30"W 2605.00'
20'
143+25.08'
.0
142+59.08
98.37' LT
142+45.08
112.37' LT
141+13.56
112.60' LT
140+58.56
57.60' LT
.7
'142+59.09
N '3
E
142+59.09
108.50' RT
142+55.08
112.50' RT
S '3
W
143+25.21
72.00' LT
N '3
E
S '3
W
280.00' (P)
P .B
/1
L .A .E
P .B
/1
U .E
2152.77' (P)
.7 (P
S '3
W
1335.00' (P)
1335.00' (P)
57.54' LT
140+58.08
PRM LB7741
FND. 4" CONC.
112.55' LT
141+13.08
PRM LB7741
FND. 4" CONC. 112.43' LT
142+45.04
PRM LB7741
FND. 4" CONC.
ASPHALT WALK
ASPHALT WALK
ASPHALT WALK
P .B
/1
U .E
AND DETAIL "A" SHEET 33.
SEE SURVEYOR'S NOTE #6, SHEET 1
WEST LINE OF TRACT "OS2"
.2 (P
.5 (P
225.96' (P)
N00°29'26"W 1399.63'
139 140 141 142 143 144
E N
G
IN
E E
R
IN
G A
N D P
U B
L
IC
W
O R
K S
R O
A D
W A
Y P
R O
D U
C T I O
N P
O B
O X
W E
S T P
A L
M B
E A
C H F
L O
R I D
A
P A
L M B
E A
C H C
O U
N T
Y
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
F
IE
N O
R E
V
IS
IO
N B
Y D
A T
E
D R
A W
D E
S
M E
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
PBM
KG
CM
TBD
W E
S T
P
A
A C
H
F L
V
IS
T A
P
A R
K W
A Y
S T E
S E
R V I C
E S
I N
C
S T
A N
T
N S
U L T I N
G
F L
O R I
G I S
T R
A
P A
T R I
M E
E D
S
P S
M
A U T
H O
R
IZ
A T
IO
N
L B
C E R T
IF
IC
A T E
O
B O
Y O
N T
O N
B
E A
C H
B
L V
D
F R
O M
N O
R T
H
O
F
L
W D
D
L -3
C
A N
A L
L Y
O N
S
R
O A
D
1" = 40'
SUR 38
SUR 07
SECTION 6, TWP. 46 S.; RGE. 42 E.
S T
A T I O
N
S E
E
S
H E
E T
S
U R
S E
E
S
H E
E T
S
U R
S T
A T
IO
N
NORTH
INTENDED DISPLAY SCALE: 1" = 40'
LYONS RD.
P C
N
PCN 00424605090150000
PCN 00424327050620010
P .B
P G
L
IN
E A
R
P
A R
K W
A Y
BLOCK 62 TRACT 48
P.B. 2, PG. 45
PALM BEACH FARMS CO - PLAT NO. 3
P.B. 117, PG. 157
VALENCIA COVE AGR-P.U.D. - PLAT SIXP
.B
P G
N
L
IN
E
O
F
T
R A
C T
B L
O C
K
(O .R .B
P G
L .W .D .D
R /W
(P .B
P G
-5
R O
IT
C H
R
E S
E R
V A
T
IO
N
(D .B
P G
N O
R T
H
.0
O F
T
R A
C T
L .W .D .D
R /W
(O .R .B
P G
L .W .D .D
R /W
(P .B
P G
-5
R O
IT
C H
R
E S
E R
V A
T
IO
N
R/W
R/W
SIRC 5/8" "LB 7866"
ELEV.=20.59
73.10' LT
142+18.52
TBM#5
R / W
R /W
R/W
R /W
R /W
P .B
P G
T R
A C
T
O
S
R /W
R /W
S00°23'30"E 1335.26'
(O.R.B. 26044, PG. 551)
10' L.W.D.D. EASEMENT
P.B. 117, PG. 157
TRACT OS10
GRASS
R
C P
BOTT.=8.63'
S. INV.=10.56'
W. INV.=10.59'
TOP=18.30'
CATCH BASIN
BOTT.=8.75'
E. INV.=10.63'
TOP=20.35'
CATCH BASIN
SIGN
VALVE
WATER
F.H.
VALVE
WATER
M.H.
WATER
INV.=10.50'
TOP=20.88'
M.H.
VALVE
IRR.
SIGN
COMM. VAULT
F.H.
RECLAIMED WATER VALVE
SUPPORT SIGN
MULTI
SIGN
SIGNWATER VALVE
RECLAIMED
W/W.P.B. I.T.S
CONC. PAD
.3
.9
.9
.8
.9
.9
.9
.7
.4
.3
.8
.3
.7
.3
.7
(PROJECT 2005503)
SURVEY BASELINE
LYONS RD.
R/W
N '3
E
CONC. PAD W/W.P.B.
PCN 00424605120150010
TRACT "OS1"
TRACT "OS1"
PCN 00424605120150000
TRACT "OS30"
I.T.S. VAULT
(O .R .B
P G
L .W .D .D
E A
S E
18" RCP
(O.R.B. 30590, PG. 1674)
(O.R.B. 22785, PG. 1009)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 26277, PG. 1181)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 18109, PG. 490)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
SHEET 1
SEE SURVEYOR'S NOTE 6
2.60' HIATUS
(130.10' PUBLIC R/W)
2.60' INTERIOR HIATUS AS SHOWN ON PLAT BOOK 111, PAGE 136.
WHICH IS SUPPORTED BY PLAT BOOK 104, PAGE 152. THIS HAS CREATED A
AS THE BASELINE OF SURVEY OF PALM BEACH COUNTY PROJECT NO 2005503,
RECORDED IN PLAT BOOK 2, PAGE 45 AND MONUMENTED AND REFERENCED
RESERVATION RECORDED IN PALM BEACH FARMS CO. PLAT NO. 3, AS
LOCATION OF THE BASELINE OF SURVEY FOR THE 25' ROAD AND DITCH
PLAT BOOK 111, PAGE 136 AS "RW TRACT" DOES NOT AGREE WITH THE
THE RIGHT OF WAY RECORDED IN O.R.B. 23089, PAGE 87 AND DEPICTED ON
SEE SURVEYOR'S NOTE #7, SHEET 1
LYONS RD.
WIDTH VARIES)
(PUBLIC R/W
FARM FIELD
TOP OF BANK
TOP OF BANK
EP
EP EP EP
P .B
P G
L
IN
E A
R
P
A R
K W
A Y
P C
N
0 PCN 00424606000001010
P C
N
30'36'4'
4' L.W.D.D. EASE.
O.R.B. 17980, PAGE 661
OVERLAP SEE SURVEYOR'S
NOTE 8, SHEET 1
SEE SURVEYOR'S NOTE #10, SHEET 1
THE 25' ROAD AND DITCH TRACTS LYING
BETWEEN BLOCKS 50, 51, 53, 54 59, 60, 62,
AND 63, P.B. 2, PG. 45; WHICH LIE ADJACENT
TO THE SURVEY BASELINE HAVE BEEN
ADJUDICATED TO THE ADJACENT LAND OWNERS.
R /W
.3
R /W
30' 36'
"TRACT RW" - 55' RW
(P.B. 111, PG. 136 &
O.R.B. 23089, PG. 87
"TRACT RW" - 132' RW
(P.B. 111, PG. 136 &
O.R.B. 23089, PG. 87
F L
A V
O R
P
IC
T
R
D
"TRACT B" -72.50' R/W
(P.B. 104, PG. 152)
"TRACT C-1" - 140' RW
(P.B. 104, PG. 152)
"TRACT C-1" - RW
(P.B. 104, PG. 152)
.5
CONC. PAD
10'
(80')
L.W.D.D. L-29 CANAL
(D .B
P R
L .W .D .D
R /W
(O .R .B
P G
L .W .D .D
R E
Q 'D
R /W
5.66' (P)
S45°23'30"E
N °3
'3 "E
.5 ' (P
(80')
L.W.D.D. L-29 CANAL
14'
N
L
IN
E
O
F
T
R A
C T
B L
O C
K
S
L
IN
E
O
F
T
R A
C T
B L
O C
K
2 GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
COORDINATES SHOWN ARE GRID COORDINATES.
P.B. 128, PG. 172
MONTICELLO AGR - PUD PLAT ONE
P.B. 121, PG. 58
VALENCIA COVE AGR-P.U.D. - SOUTH PLAT ONE
STATION 156+60.25
NOT PARALLEL THE BASELINE OF SURVEY FROM STATION 143+24.99 TO
AND REFERENCED. THEREFORE THE EASTERLY RIGHT OF WAY LINE DOES
SURVEY OF PALM BEACH COUNTY PROJECT NO. 2005503, AS MONUMENTED
ON PLAT BOOK 117, PAGE 157 DOES NOT AGREE WITH THE BASELINE OF
THE RIGHT OF WAY RECORDED IN O.R.B. 25982, PAGE 1204 AND SHOWN
SEE SURVEYOR'S NOTE #8, SHEET 1 & DETAIL "B" SHEET 33
(O.R.B. 2209, PG. 563)
29' P.B.C. RW
(O.R.B. 23982, PG. 1703)
18' P.B.C. RW
CATV
W.P.B.
OF THE 5' L.A.E. AND 10' U.E. REPLATTED BY PLAT BOOK 121, PAGE 58.
OF WAY TRACT LINES, THIS THEREFORE IMPACTS THE WIDTH
THEREFORE, OVERLAPS WITH THE PREVIOUSLY DEDICATED RIGHT
PROJECT 2005503. THE WEST LINE OF PLAT BOOK 121, PAGE 58
THE BASELINE AND RIGHT OF WAY LINES SHOWN IN P.B.C.
TO PALM BEACH COUNTY AS TRACT "B", WHICH AGREES WITH
PAGE 152. PLAT BOOK 104, PAGE 152 DEDICATED RIGHT OF WAY
WITH THE PARENT TRACT PLAT, RECORDED IN PLAT BOOK 104,
THE WEST LINE OF PLAT BOOK 121, PAGE 58 DOES NOT AGREE
SEE SURVEYOR'S NOTE #6, SHEET 1
(O.R.B. 25982, PG. 1204)
55' P.B.C. RW
NO RW DOCUMENT PROVIDED
(SEE SURVEYOR'S NOTE #10)
P C
N
P C
N
PCN 00424605000001010(O.R.B. 18109, PG. 436)
CONSERVATION EASEMENT
O.R.B. 17980, PAGE 661
4' L.W.D.D. EASE.
P.B. 104, PG. 152
TRACT A-3
O.R.B. 23089, PG. 87
(P.B. 111, PG. 136 &
"TRACT RW" - 55' RW
NORTH LIMITS OF
V A
R
IE
S
.5
.6
.1
U .E
L .A .E
N00°29'26"W 1335.19'
SHEET 1.
SEE SURVEYOR'S NOTE #8
GRASS
ASPHALT
GRASS
.0
.1
.9
.9
.4
.1
.2
.7
.9
.2
.9
.8
.7
.9
.2
.3
.1
.0
.6
.8
.2
.7
.4
.5
.8
.1
.9
.6
.1
.0
.3
S D
S D
S D
N00°29'26"W 1399.63'
GRASSGRASS
72.00' LT
149+86.68
N '3
E
1335.00' (P)
1335.00' (P)
145 146 147 148 149 150
E N
G
IN
E E
R
IN
G A
N D P
U B
L
IC
W
O R
K S
R O
A D
W A
Y P
R O
D U
C T
IO
N P
O B
O X
W E S T P
A L
M B
E A
C H F L
O R
ID
A
P A
L M B
E A
C H C
O U
N T
Y
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
F
IE
N O
R E
V
IS
IO
N B
Y D
A T
E
D R
A W
D E
S
M E
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
PBM
KG
CM
TBD
W E
S T
P
A
A C
H
F L
S
T A
P
A R
K W
A Y
S T
E
S E
R V I C
E S
I N
C
S T
A N
T
N S
U L T I N
G
F L
O R I
G I S
T R
A
P A
T R I
M E
E D
S
P S
M
A U T
H O
R
IZ
A T
IO
N
L B
C E R T
IF
IC
A T E
O
B O
Y O
N T
O N
B
E A
C H
B
L V
D
F R
O M
N O
R T
H
O
F
L
W D
D
L -3
C
A N
A L
L Y
O N
S
R
O A
D
1" = 40'
SUR 38
SUR 08
SECTION 6, TWP. 46 S.; RGE. 42 E.
S T
A T I O
N
S E
E
S
H E
E T
S
U R
S E
E
S
H E
E T
S
U R
S T
A T
IO
N
NORTH
INTENDED DISPLAY SCALE: 1" = 40'
PCN 00424327050620010
BLOCK 62 TRACT 48
P.B. 2, PG. 45
PALM BEACH FARMS CO - PLAT NO. 3
P.B. 117, PG. 157
VALENCIA COVE AGR-P.U.D. - PLAT SIX
LYONS RD.
R/W
SIRC 5/8" "LB 7866"
ELEV.=17.97
55.72' RT
148+20.58
TBM#6
PCN 00424327050620010
R/W
R/W
R/W
S00°23'30"E 1335.26'
INV.=13.61'
TOP=19.10'
CURB INLET
BOTT.=12.24'
E. INV.=14.18'
TOP=16.83'
CATCH BASIN
BOTT.=12.51'
W. INV.=14.45'
TOP=16.95'
CATCH BASIN
BOTT.=11.11'
W. INV.=13.54'
S. INV.=13.35'
E. INV.=13.51'
N. INV.=13.46'
TOP=20.32'
M.H.
BOTT.=12.16'
W. INV.=14.09'
TOP=17.83'
CATCH BASIN
BOTT.=12.12'
W. INV.=14.29'
S. INV.=14.20'
E. INV.=14.30'
TOP=18.62'
M.H.
BOTT.=11.91'
W. INV.=14.16'
S. INV.=13.91'
E. INV.=13.97'
TOP=19.56'
M.H.
GRASS
GRASS
GRASS
DITCH
GRASS
GRASS
GRASS
GRASS
ASPHALT
GRASS
GRASS
ASPHALT
ASPHALT
18" RCP
24" RCP
2' CONC. CURB AND GUTTER
R
C P
R
C P
18" RCP
R
C P
R
C P
R
C P
18" RCP
R
C P
IRR. VALVE
METER
ELEC.
COMM. VAULT
W.P.B.
.4
.9
.9
.4
.6
.7
.8
.0
.0
.5
.3
.4
.7
.0
.8
.7
.2
.0
.2
.4
.8
.3
.6
.7
.8
.0
.2
.7
.8
.4
.4
.8
.9
.7
.2
.8
.9
.0
.4
.4
.2
.0
.5
.9
.8
.1
.8
.5
.4
.6
.0
.2
.4
.3
.6
.9
.9
.7
.6
.9
.5
18.43
.8
.9
.8
18.41
.5
.6
.6
.9
.8
.2
.6 .6
.8
.6
.9
.3
.6
.7
.4
.4
(PROJECT 2005503)
SURVEY BASELINE
LYONS RD.
BLOCK 62 TRACT 25
P.B. 2, PG. 45
NO. 3
PALM BEACH FARMS CO - PLAT
PCN 00424605090150000
TRACT "OS1"
BOTT.=12.01'
W. INV.=14.01'
S. INV.=14.00'
E. INV.=14.00'
N. INV.=14.00'
TOP=19.60'
INVERTS SHOWN FROM CONST. PLANS)
M.H. (FALLS IN TRAVEL LANE
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
VALVE
IRR
W/W.P.B.
CONC. PAD
PAD
CONC.
VALVE
IRR.
(O.R.B. 26277, PG. 1181)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(PUBLIC R/W WIDTH VARIES)
GRASS
TOP OF BANK
FARM FIELD
TOP OF BANK TOP OF BANK
TOP OF BANK
DITCH
EP
EP
EP
EP
N
L
IN
E
O
F
T
R A
C T
B L
O C
K
OVERLAP SEE SURVEYOR'S
NOTE 8, SHEET 1
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
COORDINATES SHOWN ARE GRID COORDINATES.
HAVE BEEN ADJUDICATED TO THE ADJACENT LAND OWNERS.
WHICH LIE ADJACENT TO THE SURVEY BASELINE
BLOCKS 50, 51, 53, 54 59, 60, 62, AND 63, P.B. 2, PG. 45;
THE 25' ROAD AND DITCH TRACTS LYING BETWEEN
SEE SURVEYOR'S NOTE #10, SHEET 1
STATION 156+60.25
NOT PARALLEL THE BASELINE OF SURVEY FROM STATION 143+24.99 TO
AND REFERENCED. THEREFORE THE EASTERLY RIGHT OF WAY LINE DOES
SURVEY OF PALM BEACH COUNTY PROJECT NO. 2005503, AS MONUMENTED
ON PLAT BOOK 117, PAGE 157 DOES NOT AGREE WITH THE BASELINE OF
THE RIGHT OF WAY RECORDED IN O.R.B. 25982, PAGE 1204 AND SHOWN
SEE SURVEYOR'S NOTE #8, SHEET 1 & DETAIL "B" SHEET 33
(O.R.B. 2209, PG. 563)
29' P.B.C. RW
(O.R.B. 23982, PG. 1703)
18' P.B.C. RW
(O.R.B. 25982, PG. 1204)
55' P.B.C. RW
NO RW DOCUMENT PROVIDED
(SEE SURVEYOR'S NOTE #10)
ASPHALT WALK
V A
R
IE
S
V A
R
IE
S
151 152 153 154 155 156
U .E
L .A .E
N00°29'26"W 1335.19'
SHEET 1.
SEE SURVEYOR'S NOTE #8
.5
.6
.0
.8
.8
.5
.3
.1
.4
.3
.4
.2
.7
.8
.3
.1
.7
.9
.3
.0 1
.6
.0
.6
.8
W A T E R
W A T E R
W A T E R
S A
N
E L
E C
PI STA.156+60.34
E=921583.051 N=786098.362
SNLD
N00°23'30"W
1304.73'
N00°29'26"W 1399.63'
1355.03' N00°23'30"W
N '3
E
N '3
E
1335.00' (P)
1335.00' (P)
1305.00' (P)
72.00' LT
156+60.34
PI
55.00' RT
156+60.25
P.I.
E N
G I N
E E
R I N
G A
N D P
U B
L I C W
O R
K S
R O
A D
W A
Y P
R O
D U
C T
IO
N P
O B
O X
W E S T P
A L
M B
E A
C H F L
O R
ID
A
P A
L M B
E A
C H C
O U
N T
Y
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
F
IE
N O
R E
V
IS
IO
N B
Y D
A T
E
D R
A W
D E
S
M E
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
PBM
KG
CM
TBD
W E
S T
P
A
A C
H
F L
S
T A
P
A R
K W
A Y
S T
E
S E
R V I C
E S
I N
C
S T
A N
T
N S
U L T I N
G
F L
O R I
G I S
T R
A
P A
T R I
M E
E D
S
P S
M
A U T
H O
R
IZ
A T
IO
N
L B
C E R T
IF
IC
A T E
O
B O
Y O
N T
O N
B
E A
C H
B
L V
D
F R
O M
N O
R T
H
O
F
L
W D
D
L -3
C
A N
A L
L Y
O N
S
R
O A
D
1" = 40'
SUR 38
SUR 9
SECTION 6, TWP. 46 S.; RGE. 42 E.
S T
A T I O
N
S E
E
S
H E
E T
S
U R
S E
E
S
H E
E T
S
U R
S T
A T
IO
N
NORTH
INTENDED DISPLAY SCALE: 1" = 40'
PCN 00424327050620010
BLOCK 62 TRACT 25
P.B. 2, PG. 45
PALM BEACH FARMS CO - PLAT NO. 3
P.B. 117, PG. 157
VALENCIA COVE AGR-P.U.D. - PLAT SIX
25' D.E.
P.B.C.U.E.
20'
U.E.
12'
P.B.C.U.E.
20'
SIRC 5/8" "LB 7866"
ELEV.=17.97'
55.12' RT
154+18.88
TBM#7
R/W
R/WR/W
S00°23'30"E 1335.26'
DITCH
GRASS
ASPHALT
ASPHALT
F.H.
WATER VALVE
BOTT.=7.24'
E. INV.=14.08'
W. INV.=9.40'
TOP=17.48'
CATCH BASIN
BOTT.=11.29'
E. INV.=13.27'
TOP=17.08'
CATCH BASIN
GRASS
DITCH
GRASS
GRASS
GRASS
GRASS
ASPHALT
GRASS
ASPHALT 1
R
C P
R
C P
IRR. VALVE
WATER VALVE
WATER VALVE
RECLAIMED
ELEC. METER
TRAFFIC
W.P.B.
COMM VAULT
CATV W.P.B.
SIGN
WATER VALVE
RECLAIMED
MANHOLE
SANITARY
.6
.6
.0
.6
.8
.4
.7
.2
.1
.2
.0
.0
.8
.9
.9
.4
.0
.7
.4
.6
.9 0 1 .1
.9
.0
.0
.5
.2
.9
.1
.8 1 .7
.3
.6
.8
.5
.8
.7
.8
.6
.9
.9
.2
.9
.0
.5
.8
.3
.2
.3
.2
.8
.8
.5
.5
.1
.2
.3
.0
.9
.3
18.32
.6
.5
.2
.0
.0
.31 .4
.4
.8
.5
.4
.8
.8
.5
.9
.7
.7
.0
.6
.0
.2
.1
.0
.1
.8
.6
.8
.2
.4
.7
.4
.4
.4
.6
.3
.0
.1
.5
.0
.5
.8
.0
.8
.4
.8
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
W/W.P.B.
CONC. PAD
W/TRANSFORMER
CONC. PAD
(PROJECT 2005503)
SURVEY BASELINE
LYONS RD.
N00°23'30"W 1308.27'
PCN 00424605090150000
TRACT "OS1"
(O.R.B. 26277, PG. 1181)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(PUBLIC R/W WIDTH VARIES)
LYONS RD.
FARM FIELD
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
EP
EP
EP
EP
2' CONC. CURB AND GUTTER
N
L
IN
E
O
F
T
R A
C T
B L
O C
K
C
S T
A
.2
L
R O
IT
C H
R
E S
E R
V A
T
IO
N
(P .B
P G
-5
S
L
IN
E
O
F
T
R A
C T
B L
O C
K
OVERLAP SEE SURVEYOR'S
NOTE 8, SHEET 1
S
L
IN
E
O
F
T
R A
C T
Z
(P .B
P G
R W
V A
L E
N C
IA
C
O V
E
A
G R
P .U .D
P L
A T
O
N E
P .B
P G
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
COORDINATES SHOWN ARE GRID COORDINATES.
HAVE BEEN ADJUDICATED TO THE ADJACENT LAND OWNERS.
WHICH LIE ADJACENT TO THE SURVEY BASELINE
BLOCKS 50, 51, 53, 54 59, 60, 62, AND 63, P.B. 2, PG. 45;
THE 25' ROAD AND DITCH TRACTS LYING BETWEEN
SEE SURVEYOR'S NOTE #10, SHEET 1
STATION 156+60.25
NOT PARALLEL THE BASELINE OF SURVEY FROM STATION 143+24.99 TO
AND REFERENCED. THEREFORE THE EASTERLY RIGHT OF WAY LINE DOES
SURVEY OF PALM BEACH COUNTY PROJECT NO. 2005503, AS MONUMENTED
ON PLAT BOOK 117, PAGE 157 DOES NOT AGREE WITH THE BASELINE OF
THE RIGHT OF WAY RECORDED IN O.R.B. 25982, PAGE 1204 AND SHOWN
SEE SURVEYOR'S NOTE #8, SHEET 1 & DETAIL "B" SHEET 33
(O.R.B. 2209, PG. 563)
29' P.B.C. RW
(O.R.B. 23982, PG. 1703)
18' P.B.C. RW
(O.R.B. 25982, PG. 1204)
55' P.B.C. RW
NO RW DOCUMENT PROVIDED
(SEE SURVEYOR'S NOTE #10)
R/W
ASPHALT WALK
V A
R
IE
157 158 159 160 161 162
U .E
L .A .E
.6
.1
.8
.8
.6
.1
.2
.7
.9
.9
.9
.8
.6
.3
.5
.2
.0
.1
.8
.9
.3
.1
.8
.0
.8
.4
.8
.9
.4
.1
.2
.7
.2
.9
.1
.1
24" RCP
E L
E C
W A T E R
N00°23'30"W
L .A .E
U .E
N00°23'30"W 1355.03'
1305.00' (P)
95.00' RT
158+91.45
55.00' RT
159+31.45
N '3
E
95.00' RT
158+11.45
55.00' RT
157+71.45
EASE. (P)
MASS TRANSIT
10' X 30'
30'
1305.03' (D) 1304.73' (C)
E N
G
IN
E E
R
IN
G A
N D P
U B
L
IC
W
O R
K S
R O
A D
W A
Y P
R O
D U
C T I O
N P
O B
O X
W E
S T P
A L
M B
E A
C H F
L O
R I D
A
P A
L M B
E A
C H C
O U
N T
Y
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
F
IE
N O
R E
V
IS
IO
N B
Y D
A T
E
D R
A W
D E
S
M E
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
PBM
KG
CM
TBD
W E
S T
P
A
A C
H
F L
V
IS
T A
P
A R
K W
A Y
S T E
S E
R V I C
E S
I N
C
S T
A N
T
N S
U L T I N
G
F L
O R I
G I S
T R
A
P A
T R I
M E
E D
S
P S
M
A U T
H O
R
IZ
A T
IO
N
L B
C E R T
IF
IC
A T E
O
B O
Y O
N T
O N
B
E A
C H
B
L V
D
F R
O M
N O
R T
H
O
F
L
W D
D
L -3
C
A N
A L
L Y
O N
S
R
O A
D
1" = 40'
SUR 38
SUR 10
SECTION 6, TWP. 46 S.; RGE. 42 E.
S T
A T I O
N
S E
E
S
H E
E T
S
U R
S E
E
S
H E
E T
S
U R
S T
A T
IO
N
NORTH
INTENDED DISPLAY SCALE: 1" = 40'
LYONS RD.
U.E.
12'
20' D.E.
SIRC 5/8" "LB 7866"
ELEV.=17.78'
67.65' LT
160+19.48
TBM#8
R/WR/W
P.B. 117, PG. 46
VALENCIA COVE AGR-P.U.D. - PLAT ONE
ASPHALT
DITCH
ASPHALT
GRASS
ELEC. OUTLET
BOTT.=7.76'
W. INV.=9.76'
TOP=16.91'
CATCH BASIN
R
C P
GRASS
ASPHALT
GRASS
GRASSGRASS
GRASS
DITCH
GRASS
ASPHALT
ASPHALT
GRASS
GRASS
GRASS
GRASS
GRASS
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
C O
N C
C U
R B
A
N D
G
U T
T E
R
C
O N
C
C U
R B
C O
N C
W A
L K
VAULT
COMM.
SIGNAL & W.P.B.
PEDESTRIAN
VALVE
IRR.
F.H.
VALVE
WATER
VAULT
COMM.
CONC. PAD
W/TRANSFORMER
W.P.B.
SIGN
W.P.B.
ELEC.
SIGN
SIGN
LIGHT
SIGNAL
TRAFFIC
TRAFFIC W.P.B.
CONC. PAD W/ 3
LIGHT
SIGNAL
TRAFFIC
LIGHT
SIGNAL
TRAFFIC
R
C P
BOTT.=6.51'
W. INV.=9.54'
E. INV.=8.56'
N. INV.=12.88'
TOP=16.86'
CATCH BASIN
.2
.0
.8
.9
.3
.71 .5
.9
.5
.8
.9
.9
.6
.8
.9
.4
.4
.4
.3
.2
.9
.9
.6
.9
.3
.1
.2
.7
.8
.1
.1
.8
.7
.9
.8
.0
.2
.7
.1
.0
.8
.6
.6
.9
.2
.0
.4
.1
.8
.0
.9
.5
.2
.9
.5
.6
.0
.0
.0
.0
.2
.4
.9
.1
.0
.6
.4
.8
.6
.3
.9
.8
.8
.9
.9
.9
.9
.2
.0
.2
.1
.3
.3
.2
.4
.5
.8
.0
.1
.0
.5
.3
.8
.4
.3
.7
.9
.4
.4
.7
.5
.9
.5
.8
.4
.8
.2
.0
.8
.5
.3
.6
.9
.8
.0
19.93
N00°23'30"W
P.B. 117, PG. 157
PLAT SIX
VALENCIA COVE AGR-P.U.D. -
BLOCK 62 TRACT 24
P.B. 2, PG. 45
PLAT NO. 3
PALM BEACH FARMS CO -
(PROJECT 2005503)
SURVEY BASELINE
LYONS RD.
PCN 00424605090150000
TRACT "OS1"
PCN 00424605050150000
TRACT "OS2"
PCN 00424327050620010
1308.27'
TRAFFIC W.P.B.
CONC. PAD W
T R
A C
T
A
(P R
IV
A T
E
S
T R
E E
T
B L
U
U N
T A
IN
A
V E
N U
E
S T
A
.4
TRAFFIC W.P.B.
CONC. PAD W/
SIGNS
LIGHT
LIGHT
LIGHT
LIGHT
(O.R.B. 26277, PG. 1181)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(O.R.B. 16635, PG. 86)
(O.R.B. 26277, PG. 1181)
PARKWAY EASEMENT
100' WIDE LYONS ROAD RURAL
(127' PUBLIC R/W)
FARM FIELD
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
EP
EP
EP
EP
2' CONC. CURB AND GUTTER
2' CONC. CURB AND GUTTER
"TRACT Z" -55' R/W
(P.B. 101, PG. 173)
P.B. 117, PG. 46
VALENCIA COVE AGR-P.U.D. - PLAT ONE
GROUND DISTANCE X SCALE FACTOR = GRID DISTANCE
SCALE FACTOR = 1.000021875
ALL DISTANCES ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED.
COORDINATE SYSTEM = 1983 TRANSVERSE MERCATOR PROJECTION.
LINEAR UNIT = U.S. SURVEY FEET
ZONE = FLORIDA EAST ZONE
DATUM = NAD 83(1990) ADJUSTMENT
COORDINATES SHOWN ARE GRID COORDINATES.
HAVE BEEN ADJUDICATED TO THE ADJACENT LAND OWNERS.
WHICH LIE ADJACENT TO THE SURVEY BASELINE
BLOCKS 50, 51, 53, 54 59, 60, 62, AND 63, P.B. 2, PG. 45;
THE 25' ROAD AND DITCH TRACTS LYING BETWEEN
SEE SURVEYOR'S NOTE #10, SHEET 1
TRAFFIC W.P.B.
CONC. PAD W/
(O.R.B. 2209, PG. 563)
29' P.B.C. RW
(O.R.B. 23982, PG. 1703)
18' P.B.C. RW
NO RW DOCUMENT PROVIDED
(SEE SURVEYOR'S NOTE #10)
R/W R/W
ASPHALT WALK
A S P
H A
W
L K
WALK
ASPHALT
2' CONC. CURB AND GUTTER
163 164 165 166 167 168
L .A .E
U .E
L .A .E
U .E
18" RCP
R
C P
BOTT.=11.99'
E. INV.=13.94'
TOP=17.62'
CATCH BASIN
BOTT.=12.74'
E. INV.=14.72'
TOP=18.56'
CATCH BASIN 18" RCP
GRASS
GRASS
ASPHALT
ASPHALT
GRASS
DITCH
GRASS
GRASS
SEWER VALVE
SANITARY
24" RCP
BOTT.=11.05'
W. INV.=13.74'
S. INV.=13.21'
N. INV.=13.76'
TOP=17.69'
CATCH BASIN
BOTT.=12.43'
S. INV.=14.52'
W. INV.=14.53'
TOP=18.44'
CATCH BASIN
.1
.2
.1
.8
.8
.5
.8
.7
.5
.3
.4
.1
.9
.7
.3
.0
.3
.6
.4
.8
.3
.3
.9
.7
.7
.4
.8
.5
.0
.7
.1
.2
.3
.8
.8
.1
.9
.8
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