2019803 Signing and Pavement marking.pdf
PDF 2 MB Posted
- Attached to
- CR-880 and Sam Senter Rd over SFWMD Ocean Canal
- Solicitation number
- IFB 360 2019803 9
- Issued by
- Palm Beach County, Florida
About this file
This is a signing and pavement marking plan document prepared by Palm Beach County Engineering and Public Works Department for the State of Florida, specifically for intersection improvements and bridge replacement at CR 880 and Sam Senter Road. The project involves comprehensive traffic control device installation and pavement marking along approximately 42 miles of roadway, with detailed specifications for sign placement, removal, and replacement at designated stations. The plan includes multiple sheets detailing signing and pavement marking layouts at a scale of 1"=40', with specific requirements for thermoplastic markings in various configurations including skip lines, solid lines, arrows, and diagonal lines in white and yellow. The project specifies quantities for single-post signs (12-30 square feet), multi-post signs (12-20 square feet), bridge-mounted signs, thermoplastic markings of various widths and configurations, and retroreflective pavement markers. The plan was certified by Q. Amin Ahmed, Professional Engineer #52564, and was dated August 22, 2024.
The document contains detailed pavement marking specifications requiring compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and Florida Department of Transportation standards. Responsibility for sign removal and replacement rests with the contractor, with all removed signs and supports becoming contractor property for proper disposal unless otherwise noted. The plan includes tabulated quantities for all signing and marking components, and requires that all existing pavement markings be matched at project boundaries. No specific contract pricing, set-asides, incumbents, funding sources, or bid response dates are contained within this technical design document.
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Text version
PALM
B E
A C
H
YTN
U
O
C
F L
O R I
D A
CHECKED:
P R
O J
E C
T
SHEET:
OF:
PROJECT NO.
F I
E L
D B
O O
K N
O
SCALE:
APPROVED:
DRAWN:
N O
R E
V I
S I
O N
B Y
D A
T E
D R
A W I
N G N
O
D E
S I
G N F I
L E N
A M
E
PROJECT NO.
DATE:
AS SHOWN
A.A.
D.H.
PROFESSIONAL ENGINEER #52564
Florida Department of Transportation.
for the Palm Beach County Engineering Department and the State of compliance with the Design Standards and criteria in effect on this date
I hereby certify that the attached plans and design are in substantial
Q. AMIN AHMED, P.E.
CERTIFICATE OF AUTHORIZATION NO. 1978
(561) 689-7444
WEST PALM BEACH, FL. 33409
1641 WORTHINGTON ROAD, SUITE 400
R O
A D
W A
Y
K E
Y S
R D
D G
N
BOBBY POWELL
2019803
2019803
A.A.
R O A
D W
A Y P
R O D U C T
IO
N
P A L
M B
E A
C H C
O U
N T Y
8/22/24
GREGG K. WEISS
MARIA G. MARINO
MARIA SACHS
SA
M S
E N T E R R
O A
D C R A
T
CR 880 AT SAM SENTER ROAD
INTERSECTION IMPROVEMENTS AND BRIDGE REPLACEMENT
STATE OF FLORIDA
BOARD OF COUNTY COMMISSIONERS
SHEET NO. SHEET DESCRIPTION
COUNTY OF PALM BEACH
HAVE CHANGED DUE TO REPRODUCTION.
PLANS PREPARED BY:
P A
L M
BE
ACH
Y T
N U
OC
FLORID
A
DISTRICT 1
DISTRICT 2
DISTRICT 4
DISTRICT 3
DISTRICT 7DISTRICT 6
DISTRICT 5
E N
G
IN
E E R
IN
G A
N D P
U B L
IC
W
O R K S
P O B O X
W E
ST
P
A L
M B
E A
C H F
L O R
ID
A
NOTE: THE SCALE OF THESE PLANS MAY
ENGINEER OF RECORD:
MARCI WOODWARD
SARA BAXTER
S-1
S-13
MARKING PLANS
INDEX OF SIGNING AND PAVEMENT
S-13
S-4 thru S-12
S-3
S-2
S-1
GUIDE SIGN WORKSHEET
SIGNING AND PAVEMENT MARKING PLAN
GENERAL NOTES
TABULATION OF QUANTITIES
TITLE SHEET
THE CONTRACT DOCUMENTS FOR THIS PROJECT
GOVERNING SPECIFICATIONS ARE CONTAINED IN
JOEL FLORES
P
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
SIGNING\TABQSP01.DGN
S-2
TABULATION OF QUANTITIES
TOTAL
GRAND
PLAN FINAL
DESCRIPTION
SHEET NUMBERS
UNIT
TABULATION OF QUANTITIES
SHEET
THIS
TOTAL
700-1-11 AS
700-1-60 AS
700-1-13 AS
700-2-12 AS
SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF
SINGLE POST SIGN, REMOVE
700-2-60 ASMULTI-POST SIGN, REMOVE
FINALPLAN
S-4
FINALPLAN
S-5
FINALPLAN
S-6
FINALPLAN
S-7
FINALPLAN
S-8
FINALPLAN
S-9
FINALPLAN
S-10
FINALPLAN
S-11
FINALPLAN FINALPLAN
711-11-141
711-11-170
711-11-224
711-11-241
711-11-125
711-16-101
711-16-201
GM
EA
LF
GM
LF
NM
NM
THERMOPLASTIC, STANDARD, WHITE, ARROW
THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONALS OR CHEVRON
THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6"
THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6"
S-12
706-1-3 EARETRO REFLECTIVE PAVEMENT MARKER
NO.
ITEM
PAY
FDOT
THERMOPLASTIC, STANDARD, WHITE, SKIP (6'-10'), 6"
THERMOPLASTIC, STANDARD, YELLOW, SKIP (6'-10'), 6"
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK
28 36 47 48 47 56 32 26 10 330 330
0.012 0.039 0.061 0.112 0.112
3 2 5 5
9 19 65 85 1114 293 293
0.110 0.1100.032 0.012 0.066
18 18 18
0.208
0.208
0.205
0.265
0.181
0.332
0.247
0.220
0.266
0.297
0.212
0.212
0.212
0.212
0.199
0.199
0.068
0.068
1.798 1.798
2.013 2.013
NONE
1 2 3 4 2 1 13 13
1 1 2 2
1 5 3 7 1 17 17
SINGLE POST SIGN, F&I GROUND MOUNT, 21-30 SF
MULTI-POST SIGN, F&I GROUND MOUNT, 12-20 SF 1
700-1-32 ASSINGLE POST SIGN, F&I BRIDGE MOUNT INDEX 11870/700-012, 12-20 SF 1 1 1
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
SIGNING\GNNTSP01.DGN
GENERAL NOTES
S-3
SIGNING & PAVEMENT MARKING NOTES:
GEOMETRICS NO. T-P-24.
FOR STREETS AND HIGHWAYS (LATEST EDITION) AND PALM BEACH COUNTY TYPICALS FOR PAVEMENT MARKINGS, SIGNING &
5. PAVEMENT MARKINGS AND GEOMETRICS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING AND END OF THE PROJECT.4.
DISTANCE BETWEEN THE STRIPES. SEE FDOT STANDARD PLANS INDEX 711-001 FOR PLACEMENT OF LINE DETAILS.
THE LANE WIDTH DIMENSIONS SHOWN IN THE SIGNING AND PAVEMENT MARKING PLANS REFLECT THE NOMINAL LANE WIDTHS, NOT THE 3.
OPERATIONS. IF SIGNS ARE DAMAGED BY THE CONTRACTOR, THE SIGNS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE AND REPLACE ALL EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION 2.
OTHERWISE NOTED ON THE PLANS.
ALL REMOVED SIGNS AND THEIR SUPPORTS BECOME THE PROPERTY OF THE CONTRACTOR TO BE DISPOSED OF PROPERLY UNLESS 1.
76 77 78 79 80 81
OH CATV 13 KV OE
OH TEL
REMOVED
TO BE
36"x36"
W1-2R
STA. 80+60
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
N
R/W LINE
CR 880
SIGNING\PLANSP01.DGN
M A
T C
H
L I N
E
S
T A
.0
STA. 76+00.00
¡ CONSTRUCTION CR 880
SFWMD R/W LINE
SFWMD R/W LINE
0 10 40
Feet
S-4
MARKING PLAN
SIGNING AND PAVEMENT
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
K
P A
A
SFWMD L-13 CANAL
MATCH EXISTING
PAVEMENT MARKINGS
BEGIN SIGNING AND
82 83 84 85 86
OH CATV
13 KV OE
OH TEL
W1-8L
STA. 85+20
18"x24"
W1-8R
18"x24"
W1-8L
STA. 86+80
18"x24"
W1-8R
18"x24"
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
N
SIGNING\PLANSP02.DGN
M A
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
0CR 880
¡ CONSTRUCTION CR 880
R/W LINE
SFWMD R/W LINE
SFWMD R/W LINE
0 10 40
Feet
S-5
MARKING PLAN
SIGNING AND PAVEMENT
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
K
A
A
' 1
K
J
K P
P
P
SFWMD L-13 CANAL
.4
18" YELLOW DIAGONAL LINES
40' DISTANCE BETWEEN
NOTE:
90 91
13 KV OE
OH CATV
OH TEL
24" RCP
REMOVED
TO BE
REMOVED
TO BE
REMOVED
TO BE
REMOVED
TO BE
REMOVED
TO BE W1-8L
STA. 88+40
18"x24"
W1-8R
18"x24"
W1-8L
STA. 90+00
18"x24"
W1-8R
18"x24"
W1-8L
STA. 91+60
18"x24"
W1-8R
18"x24"
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
N
SIGNING\PLANSP03.DGN
M A
T C
H
L I N
E
S
T A
.0
CR 880
¡ CONSTRUCTION CR 880
R/W LINE
M A
T C
H
L I N
E
S
T A
.0
SFWMD R/W LINE
0 10 40
Feet
S-6
MARKING PLAN
SIGNING AND PAVEMENT
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
A
A
K
K
M
M
P
P
P
K
R/W LINE
SFWMD
.5
R=40'
SFWMD L-13 CANAL
J
G
18" YELLOW DIAGONAL LINES
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
94 95
13 KV OE
OH CATV
OH TEL
S a m S e n te r
R d
REMOVED
TO BE
S a m S e n te r
R d
W2-2L
48"x48"
W16-8p
STA. 93+00
L
IM
IT
S P
E E
D
REMOVED
TO BE
L
IM
IT
S P
E E
D
REMOVED
TO BE
GUIDE SIGN 1
12"x60"
W1-8L
STA. 93+20
18"x24"
W1-8R
18"x24"
W1-8L
STA. 94+80
18"x24"
W1-8R
18"x24"
W1-8L
STA. 96+40
18"x24"
W1-8R
18"x24"
R2-1
30"x36"
STA. 97+00
N
M A
T C
H
L I N
E
S
T A
.0
SIGNING\PLANSP04.DGN
M A
T C
H
L I N
E
S
T A
.0
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
0 10 40
Feet
MARKING PLAN
SIGNING AND PAVEMENT S-7
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
'1
A
A
A
K
M K
G LEFT TURN ARROW (TYP.)
T
P
P
P
R/W LINE
SFWMD
.4
.0
.0
.0
R=40'
SFWMD L-13 CANAL
J
G
18" YELLOW DIAGONAL LINES
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
DITCH
DITCH
T/B
B/B
B/B
T/B
T/B
T/B
B/B
B/B
T/B
T/B
W/L
W/L
S/B
EOP
EOP
EOP
EOP
T/B
S/B
W/L
T/B
W/L
T/B
EOP
EOP
T/B
S/B
T/B
T/B
B/B
B/B
T/B
T/B
EO
P
EO
P
T/ B
W/ L
S/ B
S/ B
99 100 101 102
PI STA. 11+85.00
13 KV OE OH CATV
K
V
O
E
K V
O E
OH TEL
36" CMP
L
IM
IT
S P
E E
D
REMOVED
TO BE
REMOVED
TO BE
L
IM
IT
S P
E E
D
STOP
REMOVED
TO BE
STOP
REMOVED
TO BE
S a m S e n te r
R d S a m S e n te r
R d
REMOVED
TO BE
REMOVED
TO BE
REMOVED
TO BE
STA. 10+68
SAM SENTER ROAD
¡ CONSTRUCTION
CR 880
CR 880
W1-8L
STA. 98+00
18"x24"
W1-8R
18"x24"
R1-1
D3-1
36"X36"
D3-1
GUIDE SIGN 2
12"x42"
GUIDE SIGN 3
12"x30"
R2-1
30"x36"
S a m S e n te r
R d S a m S e n te r
R d
CR 880
CR 880
STA. 99+13
W1-7
24"x48"
OM1-1
18"x18"
OM1-1
18"x18"
REMOVED
TO BE
STA. 101+60
N
M A
T C
H
L I N
E
S
T A
.0
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
M A
T C
H
L I N
E
S
T A
.0
SIGNING\PLANSP05.DGN
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 10+00.00 =
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 99+19.00
CR 880
¡ CONSTRUCTION
S A
M
S
E N
T E
R
R
O A
D
R/W LINE
SFWMD
R=85'
0 10 40
Feet
MARKING PLAN
SIGNING AND PAVEMENT S-8
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
E
A
A
K
ARROW (TYP.)
LEFT TURN
A
A K
M
M
P
T A
P
P K P
K P
J
A
DISTRICT N CANAL
WATER CONTROL
HIGHLAND GLADES
.1
.0
R=85'
R=40'
SFWMD L-13 CANAL
G
G
18" YELLOW DIAGONAL LINES
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
103 104 105 106 107 108
13 KV OE OH CATV OH TEL
36"x36"
S a m S e n te r
R d
S a m S e n te r
R d
REMOVED
TO BE
W1-2L
STA. 105+40
W2-2R
48"x48"
W16-8p STA. 104+00
GUIDE SIGN 1
12"x60"
N
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
M A
T C
H
L I N
E
S
T A
.0
SIGNING\PLANSP06.DGN
M A
T C
H
L I N
E
S
T A
.0
SFWMD R/W LINE
0 10 40
Feet
S-9
MARKING PLAN
SIGNING AND PAVEMENT
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
A
' 1
K
J
P
P
A K
SFWMD L-13 CANAL
18" YELLOW DIAGONAL LINES
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
108 109 110 111 112 113
13 KV OE OH CATV OH TEL
N
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
SIGNING\PLANSP07.DGN
M A
T C
H
L I N
E
S
T A
.0
SFWMD R/W LINE
M A
T C
H
L I N
E
S
T A
.0
0 10 40
Feet
MARKING PLAN
SIGNING AND PAVEMENT S-10
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
K
J
A
A P
SFWMD L-13 CANAL
18" YELLOW DIAGONAL LINES
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
114 115 116 117 118
COM
13 KV OE OH CATV
OH TEL
N
R/W LINE
CR 880
¡ CONSTRUCTION CR 880
SIGNING\PLANSP08.DGN
M A
T C
H
L I N
E
S
T A
.0
SFWMD R/W LINE
STA. 118+85.53
0 10 40
Feet
MARKING PLAN
SIGNING AND PAVEMENT S-11
MATCH EXISTING
PAVEMENT MARKINGS
END SIGNING AND
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
A
K
A P
SFWMD L-13 CANAL
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
10 11 P I
S
T A
.0
12 13 14
O H
C
A T
V
13 KV OE
13 KV OE
138 KV OE 138 KV OE
O H
T
E L
C M
P
N
R/W LINE
C R
SIGNING\PLANSP10.DGN
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 10+00.00 =
SAM SENTER ROAD
¡ CONSTRUCTION
STA. 99+19.00
CR 880
¡ CONSTRUCTION
CR 880
¡ CONSTRUCTION
SAM SENTER ROAD
R/W LINE
SFWMD
R/W LINE
SFWMD
STA. 14+00.00
SLAB
APPROACH
BEGIN
STA 10+20.77
STA 10+30.77
SLAB
BEGIN APPROACH
END BRIDGE
BEGIN BRIDGE
SLAB
END APPROACH
STA 11+63.35
SLAB
APPROACH
END
STA 11+73.35
0 10 40
Feet
S-12
MARKING PLAN
SIGNING AND PAVEMENT
MATCH EXISTING
SAM SENTER ROAD
PAVEMENT MARKINGS
END SIGNING AND
STRIPING KEY:
T = RPM BI-DIRECTIONAL WHITE/RED
S = FDP YELLOW
R = FDP WHITE
P = RPM BI-DIRECTIONAL AMBER/AMBER
N = 6" SKIP YELLOW TYP. (2' - 4')
M = 6" SKIP YELLOW TYP. (6' - 10')
L = 6" SKIP YELLOW TYP. (10' - 30')
K = 6" DOUBLE YELLOW
J = 18" SOLID YELLOW
I = 6" SOLID YELLOW
H = 6" SKIP WHITE TYP. (2' - 4')
G = 6" SKIP WHITE TYP. (6' - 10')
F = 6" SKIP WHITE TYP. (10' - 30')
E = 24" SOLID WHITE
D = 18" SOLID WHITE
C = 12" SOLID WHITE
B = 8" SOLID WHITE
A = 6" SOLID WHITE
E
A
A
K
P
DISTRICT N CANAL
WATER CONTROL
HIGHLAND GLADES
S F
W M
D
L
C
A N
A L
.0
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY SHEET:
OF:
PROJECT NO.
SCALE:
APPROVED:
DRAWN:
CHECKED:
NO. REVISION BY DATE
DRAWING NO.DESIGN FILE NAME
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:
A.A.
D.H.
2019803
1"=40'
A.A.
CR 880 AND SAM SENTER RD.
BRIDGE REPLACEMENT)
(INTERSECTION IMPROVEMENTS AND
Q. Amin ahmed, P.E. NO. 52564 www.stanleygroup.com
West Palm Beach, Florida 33409
1641 WORTHINGTON ROAD, SUITE 400
08/22/24
S-13
SIGNING\GSWKSP01.DGN
S-13
GUIDE SIGN WORKSHEET
NUMBER
OF POSTS
NUMBER
OF POSTS
NUMBER
OF POSTS
NUMBER
OF POSTS
SPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
COPY
SPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
COPY
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACESPACE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
COPY
SPACE
COPY COPY
SPACE
SPACE
COPY
SPACE
COPY
SYMBOL(S) X Y WID HTANGLE
SIGN NAME STATION(S)
WIDTH
HEIGHT
PANEL
LEGEND
COLOR
RADII
WIDTH
BORDER
COLOR
NUMBER
SIGN
QTY
CLEARANCE COLUMN SIZE AVERAGE
LENGTH
Edge Of Lane
HEIGHT
PANEL
LEGEND
COLOR
RADII
WIDTH
BORDER
COLOR
HEIGHT
PANEL
LEGEND
COLOR
RADII
WIDTH
BORDER
COLOR
HEIGHT
PANEL
LEGEND
COLOR
RADII
WIDTH
BORDER
COLOR
FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE
FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE
4" 52" 4"
5'-0"
3"
3"
3"
5"
1'-0"
BORDER
R=1.5"
TH=0.5"
6"D 4"D
5.3" 19.4" 5.3"
2'-6"
3"
3"
1'-0"
BORDER
R=1.5"
TH=0.5"
3.5" 35" 3.5"
3'-6"
3"
3"
3"
4.5"
1'-0"
BORDER
R=1.5"
TH=0.5"
6"B 4.5"B
6"B
GS 1 2
5'-0" 0.5"
93+00
1'-0" 1.5"
Black Black
Yellow
R
50.4 d
53.6
L
5.6
S a
8.7 m
13.2
19.2
25.2 e
29.9 n
34.3 t
38.4 e
41.3 r
45.6
L
43.9
105+40
GS 2 2
2'-6" 0.5"
10+68
1'-0" 1.5"
White White
Green
C
5.3
R
11.6
15.4
18.5
21.9
L
19.4
G3 3 2
3'-6" 0.5"
10+68
1'-0" 1.5"
White White
Green
R
34.4 d
36.8
L
4.1
S
3.5 a
6.6 m
9.7
13.2 e
20.1 n t
25.6 e
27.7 r
30.6
L
28.6
| Keyssp01 |
| Plansp05 |
| 2025-02-26T17:43:03-0500 | |
| Quazi A Ahmed |
File details come from the government source that posted it. Updated .