29-44955915801-PLANS-02-SIGNINGMARKING.pdf
PDF 2 MB Posted
- Solicitation number
- TRN2132636C1
- Issued by
- Broward County, Florida
About this file
This is a Signing and Pavement Marking Plans document prepared for Broward County Highway Construction and Engineering Division in Florida, specifically for the Royal Palm Boulevard Pedestrian Safety Improvement project extending from East of University Drive to Riverside Drive in Coral Springs. The plans detail comprehensive signing and pavement marking specifications for the roadway widening and resurfacing project, which includes the installation of raised curb medians, sidewalk replacement, ADA curb ramp upgrades, and pedestrian crossing signal upgrades. The project encompasses approximately 0.853 miles of roadway (from mile post 0.000 to 0.853) and includes detailed markings for traffic control, lane delineation, turning restrictions, bike lanes, and various regulatory signage placements. The plans were prepared by WGI, Inc., with Licensed Engineer Josue A. Menendez (License No. 86757) as the Engineer of Record and Scott Thurman, P.E., as Project Manager. The document is composed of 12 sheets of signing and pavement marking plans with match lines at designated stations, including specific notes on sign removal and delivery coordination with Broward County Traffic Engineering Division at 2300 West Commercial Boulevard, Fort Lauderdale.
The project is funded through Federal Highway Administration (FHWA) funds distributed via the State of Florida Department of Transportation (FDOT) and Broward County Transportation Surtax Funds. The plans follow FY2026-27 Florida Department of Transportation Standard Specifications and Standard Plans for Road and Bridge Construction with applicable Interim Revisions. All signing and pavement marking work must comply with governing standards referenced in the plans. The project contractor is responsible for furnishing all labor, materials, equipment, tools, and services necessary to execute the signing and pavement marking work in accordance with these detailed plans and specifications. Vendors must be licensed according to County and State requirements and provide bonding as specified in the full solicitation documents.
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Text version
(FEDERAL FUNDS)
F
LO
R
ID
A 'S
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
BEE LINE
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA
FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
CONTRACT NO.
CONSTRUCTION
NO.
SHEET
YEAR
FISCAL
S-127
CITY
LAKE
SIGNING AND PAVEMENT MARKING PLANS
449559-1-58-01FINANCIAL PROJECT ID
)86000 COUNTY (BROWARD
OFF-SYS (ROYAL PALM BLVD)STATE ROAD NO.
BROWARD COUNTY COMISSION
HIGHWAY CONSTRUCTION & ENGINEERING DIVISION
UNIVERSITY DRIVE TO RIVERSIDE DRIVE
PEDESTRIAN SAFETY IMPROVEMENT, FROM EAST
N/A
GOVERNING STANDARD SPECIFICATIONS:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY2026-27 Standard Specifications
GOVERNING STANDARD PLANS:
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2026-27 Standard Plans for Road and
SHEET DESCRIPTIONSHEET NO.
PAVEMENT MARKING PLANS
INDEX OF SIGNING AND
CONTRACT PLANS COMPONENTS
LANDY DUCTAN
FDOT LAP COORDINATOR:
ENGINEER OF RECORD:
PAVEMENT MARKING PLANS
SIGNING AND
: P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\SigningAndMarking\KEYSSP01.dgn
2:13:45 PM7/8/2026#USER$
11410 NW 20TH STREET, SUITE 101
33172 FL, MIAMI
CONTRACT NO.: CAL73
, P.E.JOSUE A. MENENDEZ
86757P.E. LICENSE NUMBER
WGI, INC.
VENDOR NO.: F650271367
(305) 553-0500
T H
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F I L
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N E
D A
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S E
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U N
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F
.A .C
LOCATION OF PROJECT
https://tinyurl.com/5n8zm7e4PROJECT LOCATION URL:
BEGIN MP 0.000 - END MP 0.853
NONE
NONE
NONE
PROJECT LIMITS:
EXCEPTIONS:
BRIDGE LIMITS:
RAILROAD CROSSING:
SIGNALIZATION
SIGNING AND PAVEMENT MARKING
ROADWAY
ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED ON ANY
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
STATE OF
No 86757
ESNECIL ZE
DNENEM .A EUS
OJ
R E
E
NIGNE LANOIS
SEF
O R
P
ADIROL
F
BR WARD
COUNTY
F L O R I D A
S-1 KEY SHEET
S-2 PROJECT LAYOUT
S-3 GENERAL NOTES
S-4 - S-12 S&PM PLAN
SCOTT THURMAN, P.E.
PROJECT MANAGER:
BROWARD COUNTY
https://tinyurl.com/38s4aea4
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7/8/2026Josue.Menendez P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\SigningAndMarking\SPDTSP01.dgn2:14:19 PM
REVISIONS
NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
COUNTY
F L O R I D A
ROYAL PALM BLVD
S R
U N
I V
E R
S I T
Y D
R
NW 23RD ST
N W
D R
N W
A
V E
N W
A V
E
STA. 13+03.00
BEGIN PROJECT
CURVE C1
PALM BLVD
£ SURVEY ROYAL
NW 89 DR.
£ SURVEY
NW 91 AVE
£ SURVEY
C2
CURVE
SURVEY NW 91 AVESTA. 10+00.00 £
=SURVEY ROYAL PALM BLVD STA. 18+45.62 £ SURVEY NW 89 DR.STA. 13+77.94 £
=SURVEY ROYAL PALM BLVD STA. 26+50.38 £
STA. 13+06.55
PAVEMENT MARKING
BEGIN SIGNING &
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
P C
S
T A
.5
10 15 20 25 30 3510 20 30
N
'2
E
PC STA. +55.94
CURVE DATA C1
PI STA. = 16+12.74
¬ = 41°01'55" (RT)
D = 13°40'26"
T = 156.80'
L = 300.07'
R = 419.01'
PC STA. = 14+55.94
PT STA. = 17+56.01
e = R.C.
PI STA. 16+12.74
N
'3
E
S89°32'54"ES89°32'54"E S89°32'54"E
ROYAL PALM BLVD
R I V
E R
S I D
E
R
NW 24 ST
ROYAL PALM BLVD
STA. 61+94.32
PAVEMENT MARKING
END SIGNING &
END PROJECT
CURVE C2
£ SURVEY RIVERSIDE DR.
£ SURVEY ROYAL PALM BLVD
SURVEY RIVERSIDE DR.
STA. 13+24.19 £ =
SURVEY ROYAL PALM BLVD
STA. 55+28.07 £
45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64P T
S
T A
.6
P I
S
T A
.6
S65°40'44"E
N °2
'5
"E
N °2
'5
"E
S65°40'44"E
CURVE DATA C2
PI STA. = 44+46.60
¬ = 23°57`45" (RT)
D = 01°52'14"
T = 650.01'
L = 1,281.01'
R = 3,062.97'
PC STA. = 37+96.59
PT STA. = 50+77.60
e = N.C.
PROJECT LAYOUT
S-2
SHEET NUMBER
STATION
POINT OF TANGENT
POINT OF INTERSECTION
POINT OF CURVATURE
BASELINE
STA
PT
PI
PC
x
LEGEND:
Feet
0 50
N
N
Feet
0 50
S-4 S-5
S-6
S-5
S-8
S-7
S-10
S-12
S-9
S-8
S-11
M A
T C
H
L I N
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S
T A
.0
S
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.0
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DATE DESCRIPTION
REVISIONS
NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
COUNTY
F L O R I D A
GENERAL NOTES
S-3
GENERAL NOTES:
954�847�2717 TO COORDINATE THE DELIVERY OF MATERIALS.
LAUDERDALE. PLEASE CONTACT THE TRAFFIC SIGNS SUPERINTENDENT AT
TRAFFIC ENGINEERING DIVISION AT 2300 WEST COMMERCIAL BLVD, FORT
700-1600 INCLUDES DELIVERY OF REMOVED SIGN ASSEMBLIES TO BROWARD COUNTY
PAY ITEM NOTE:
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7/8/2026Josue.Menendez P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\SigningAndMarking\PLANSP01.dgn2:14:36 PM
NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
WATER
WATERWATER
WATER
WATER
WATER
ELEC
SAN
L
IM
IT
S P
E E
D
STOP
STOP
STOP
STOP
ONLY
S-4
M A
T C
H L
IN
E
S T
A
12 13 14 15 16 17
0700 1111
R3-18L
36"X36"
STA. 17+40
1 EA
£ SURVEY ROYAL PALM BLVD
ROYAL PALM BLVD
N W
A V
E
R/W LINE
R/W LINE
PALM BLVD
£ SURVEY ROYAL
STA. 13+06.55
PAVEMENT MARKINGS
BEGIN SIGNING &
10 40
Feet
N
12" WHITE (TYP.)
6" YELLOW (TYP.)
PALM BLVD
£ SURVEY ROYAL
STA. 13+03.00
BEGIN PROJECT
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
+07
T
Y P
+18+50 +62
+80
(6'-10') SKIP (TYP.)
6" YELLOW
Y/Y RPMS @ 1' O.C. (TYP.)
ON TOP OF THE CURB
W/ MD/Y RPMS @ 6' O.C.
DURABLE PAINT-YELLOW
+72
+37
+70
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NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
ELEC
TEL
WATER
WATER
BACK FLOW
WATER
WATER
SAN
SD
WATER
SAN
STOP
STOP
L
IM
IT
S P
E E
D
STOP
A D
O P
T -A
-S T
R E
E T
C O
R A
L S
P R
IN
G
-B E
A U
T
IF
U L
K E
P
O
M A
R G
A T
E
IS
L
A M
IC
C
E N
T E
R
N W
A v
ROYAL PALMBLVD
0700 1600
1 EA
S-5
M A
T C
H L
IN
E
S T
A
.0
M A
T C
H L
IN
E
S T
A
.0
18 19 20 21 22 23
N
'2
E
STOP
ONLY
N W
A v
ROYAL PALMBLVD
1 EA0700 1112
R1-1
30"X30"
R3-5R
30"X36"
STA. 18+25
1 EA0700 3501
ONE WAY
DO NOT
ENTER
0700 1112
0700 13 15
1 EA
1 EA
R5-1
30"X30"
R6-1R
36"X12"
STA. 18+26
R/W LINE
R/W LINE
ROYAL PALM BLVD
£ SURVEY ROYAL PALM BLVD
N W
E
S
U R
V
Y
W
E
10 40
Feet
N
12" WHITE (TYP.)
BLUE RPM
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
+92
+23
PAINT ON MEDIAN NOSE.
REFLECTIVE YELLOW-
Y/Y RPMS @ 1' O.C. (TYP.)
EXIST. STREET NAME
SIGNS TO BE RELOCATED
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
(2'-4') DOTTED
6" WHITE SKIP
6" WHITE +52
+52
+20
53' RT
+11
'R
R/W LINE
RPMS @ 20' O.C. (TYP.)
8" WHITE W/ W/R
6" YELLOW
(6'-10') SKIP
6" YELLOW
@20' O.C. (TYP.)
18" WHITE
'R
2'R
24" WHITE
6" YELLOW
6" WHITE SKIP (6'-10')
+17
9' (RT.)
+99
10' (LT.)
+49
10' (LT.)
+49
+73
R
+67
10' LT
+67
6' LT
(2'-4') DOTTED
6" WHITE SKIP
T
Y P
15'
+30
+45
+16
+64
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NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
WATER
SAN
SAN
STOP
STOP
STOP
N W
D R
ROYAL PALMBLVD
STOP
ROYAL PALM BLVD
N W
D R
0700 1600
0700 1600
0700 1600
0700 1600
1 EA
1 EA
1 EA
1 EA
S-6
£ SURVEY ROYAL PALM BLVD (UNLESS OTHERWISE NOTED)
NOTE: STATIONING USED ON THIS SHEET IS WITH RESPECT TO
£ SURVEY ROYAL PALM BLVD (UNLESS OTHERWISE NOTED)
NOTE: STATIONING USED ON THIS SHEET IS WITH RESPECT TO
TO £ SURVEY ROYAL PALM BLVD (UNLESS OTHERWISE NOTED)
NOTE: STATIONING USED ON THIS SHEET IS WITH RESPECT
MATCH LINE STA. 14+80.00
MATCH LINE STA. 12+80.00
M A
T C
H L
IN
E
S T
A
.0
24 25 26 27 28 29
S89°32'54"E
STOP
ONLY
ONLY
STOP
ROYAL PALMBLVD
N W
D R
ROYAL PALM BLVD
N W
D R
1 EA
1 EA 0700 1112
R1-1
30"X30"
R3-5R
30"X36"
STA. 14+39
1 EA 0700 3501
0700 3501
0700 1112 1 EA
DO NOT
ENTER
DO NOT
ENTER
ONE WAY
ONE WAY
R5-1
30"X30"
R6-1R
36"X12"
R6-1R
36"X12"
R5-1
30"X30"
STA. 26+51
0700 1112 1 EA
R1-1
30"X30"
R3-5R
30"X36"
STA. 13+18
0700 13 15 2 EA
0700 1111
R3-4
36"X36"
STA. 26+61
1 EA
0700 1111
R3-4
36"X36"
STA. 26+45
1 EA
R/W LINE
R/W LINE
R/W LINE
R/W LINE
ROYAL PALM BLVD
N W
£ SURVEY ROYAL PALM BLVD
N W
D R
S
U R
V
Y
10 40
Feet
N
12" WHITE (TYP.)
24" WHITE (TYP.)
Y/Y RPMS @ 10' O.C. (TYP.)
6" DOUBLE YELLOW WITH
6" YELLOW
6" WHITE (TYP.)
PALM BLVD
£ SURVEY ROYAL
STA. 25+68.10
MATCH EXIST. STRIPING
PAVEMENT MARKINGS
LIMITS OF SIGNING &
PALM BLVD
£ SURVEY ROYAL
STA. 27+43.25
MATCH EXIST. STRIPING
PAVEMENT MARKINGS
LIMITS OF SIGNING &
18" YELLOW @10' O.C. (TYP.)
Y
E L
L O
W
O
.C (T
Y P
WITH W/R RPMS @ 40' O.C.
6" WHITE (10'-30') SKIP
11' 11'
11' 11'11'
EXIST. STREET NAME
SIGNS TO BE RELOCATED
EXIST. SIGN
TO REMAIN
E X I S
T
S I G
N
M A I N
+15
56' LT
+45
56' LT
+55
59' RT
+67
32' LT
R
R
R
R +23
44' RT
+79
44' RT
+95
44' LT
+59
60' LT
+28
7'
EXIST. STREET NAME
SIGNS TO BE RELOCATED
R
R
+00
10' LT
+05
9' RT
+59
9' RT
+47
10' LT
+69
58' RT
RPMS @ 20' O.C. (TYP.)
8" WHITE W/ W/R
YELLOW-PAINT
REFLECTIVE
@ 1' O.C.
Y/Y RPMS
11'
MEDIAN NOSE (TYP.)
YELLOW-PAINT ON
REFLECTIVE
Y/Y RPMS @ 1' O.C. (TYP.)
+70
55' LT
3'R
+47
60' RT
+69
10' LT
6" YELLOW (TYP.)
+35
9' RT
+03
33' RT
+97
32' RT
6" YELLOW (TYP.)
(6'-10') SKIP (TYP.)
6" YELLOW
T
Y P
+05
44' (LT.)
T
Y P
RPMS @20' O.C.
6" WHITE WITH W/R
+71
9' RT
+38
10' LT
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NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
T E R
W A T E R
W A T E R
S D
L
IM
IT
S P
E E
D
STOP
S-7
M A
T C
H L
IN
E
S T
A
.0
10 11 12
N00°21'31"E
R/W LINE
R/W LINE
NW 89TH DR
8894 ROYAL PALM BLVD
CORAL SPRINGS, FL 33065
£ SURVEY NW 89 DR
£ SURVEY NW 89TH DR
STA. 10+00.00
MATCH EXIST. STRIPING
PAVEMENT MARKINGS
LIMITS OF SIGNING &
10 40
Feet
N
6" WHITE (TYP.)
18" YELLOW @10' O.C. (TYP.)
Y/Y RPMS @ 10' O.C. (TYP.)
6" DOUBLE YELLOW WITH
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
+35 +50
6" YELLOW (6'-10') SKIP
2'R
+21PC
+21PT
+50
W/ Y/Y RPMS @ 40' O.C.
6" DOUBLE YELLOW
Y/Y RPMS @ 1' O.C.
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
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G
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NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
T E R
S A
N
S D
S D
W A T E R
L
IM
IT
S P
E E
D
STOP
NW 89 DR
N W
S
T
10 40
Feet
N
S-8
M A
T C
H
L I N
E
S
T A
.0
CURVE DATA
41°01'55"
13°40'26"
156.80
419.01
14+55.94
17+56.01
0.000
S T
A
W4-2L
36"X36"
STA. 17+56
1 EA
0700 1111
R/W LINE
R/W LINENW 89TH DR
N W
R D
S
T
N W
R D
P
L
NW 8
9 D
R£ S
URVEY
£ SURVEY NW 89 DR
R/W LINE
SURVEY NW 89TH DR£
STA. 17+56.01
MATCH EXIST. STRIPING
PAVEMENT MARKINGS
LIMITS OF SIGNING &
6" WHITE (TYP.)
6" YELLOW (TYP.)
Y/Y RPMS @ 10' O.C. (TYP.)
6" DOUBLE YELLOW WITH
18" YELLOW @10' O.C. (TYP.)
W/R RPMS @ 40' O.C. (TYP.)
6" WHITE (10'-30') SKIP WITH
RPM
BLUE
'1
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
+33
+98
29' LT
+80
28' LT
8'R 8'R
R
+18PC
+22PCC
+57PCC
R
@ 1' O.C. (TYP.)
Y/Y RPMS
YELLOW-PAINT (TYP.)
REFLECTIVE
(6'-10') SKIP (TYP.)
6" YELLOW
R
+01
7' RT
R +45
PT +94
PT+90
PC+62
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
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L E
D U
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NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
BACK FLOW
WATER
WATER
WATER
WATER
SAN
ELEC
S-9
32 33 34 35 36 37
PALM BLVD
£ SURVEY ROYAL
STA. 35+20.00
MATCH EXIST. STRIPING
PAVEMENT MARKINGS
LIMITS OF SIGNING &
ROYAL PALM BLVD
8800 ROYAL PALM BLVD
CORAL SPRINGS, FL 33065
10 40
Feet
R/W LINE
R/W LINE
+34
32' LT +48
32' LT
+17
+02
6" WHITE (TYP.)
RPMS @20' O.C.
6" WHITE WITH W/R
@20' O.C. (TYP.)
18" WHITE
£ SURVEY ROYAL PALM BLVD
ON MEDIAN NOSE
REFLECTIVE YELLOW-PAINT
@ 1' O.C. (TYP.)
Y/Y RPMS
6" YELLOW (6'-10') SKIP
+03
+97
6" WHITE SKIP (6'-10')
25' 15'
EOI
EOI
EOI
SD
WATER
STOP
ST
O
P
ADOPT-A-STREET
CORAL SPRING
-BEAUTIFUL-
KEEP
OF MARGATE
ISLAMIC CENTER
2:00 - 3:30 PM
7:15 - 8:30 AM
SCHOOL DAYS
0700 1600 1 EA
0700 16001 EA
0700 1600
1 EA
0700 1600 1 EA
0700 1600
1 EA
ONLY
0700 1600
1 EA
BIKE LANE
ENDS
BIKE LANE
RIGHT TURN LANE
BEGIN
YIELD TO BIKES
0700 1600
1 EA
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
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-2
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NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
S-10
M A
T C
H L
IN
E
S T
A
.0
MATCH LINE STA. 15+10.00
53 54 55 56 57 58
S65°40'44"E
N '5
E
R
IG
H T L
A N E
M U S T
T U R
N R
IG
H T
1 EA
0700 1111
R3-7R
36"X36"
STA. 53+71
ROYAL PALM BLVD
£ SURVEY ROYAL PALM BLVD
S
U R
V E
Y
R I V
E R
S I
R
IV
E R
S
ID
E D
R
IV
E
R/W LINE
R/W LINE
R/W LINE
R/W LINE
SURVEY RIVERSIDE DR£
STA. 11+90.11 (134' RT)
MATCH EXIST. STRIPPING
PAVEMENT MARKINGS
LIMITS OF SIGNING &
10 40
Feet
N
PALM BLVD
SURVEY ROYAL £
STA. 53+60.00
MATCH EXIST.STRIPING
PAVEMENT MARKINGS
LIMITS OF SIGNING &
6" WHITE (TYP.)
W/R RPMS @ 40' O.C. (TYP.)
6" WHITE (10'-30') SKIP WITH
RPMS @20' O.C. (TYP.)
6" WHITE WITH W/R
6" YELLOW (TYP.)
(TYP.)
24" WHITE
12" WHITE (TYP.)
PREFORMED (TYP.)
24" WHITE
RPMS @ 20' O.C. (TYP.)
6" WHITE WITH W/R
18" WHITE (TYP.)
LEGEND
GREEN COLOR PAVEMENT MARKING
6" WHITE SKIP (2'-4') DOTTED
11' 11'11' 10' 10'
11'11' 11'11'12' 11'
10'10'11'11' 11'11'
5'
5'
3'5'3'
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
10' (TYP.)
+85
+81
+05
+05
+93
+67
+53
42' RT
+85
77' RT
+28
77' RT
+19
39' LT
+83
68' LT
+24
+67
EASEMENT LINE
NON-VEHICULAR LINE
+53
10' LT
+53
2' LT
NOTE:
STATIONING USED ON THIS SHEET IS WITH
RESPECT TO £ SURVEY ROYAL PALM BLVD
(UNLESS OTHERWISE NOTED)
ON MEDIAN NOSE (TYP.)
REFLECTIVE YELLOW-PAINT
O.C. (TYP.)1'@
Y/Y RPMS
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
+95
+56
+56
(2'-4') SKIP (TYP.)
6" WHITE
+52
+84
R/W LINE
R/W LINE
@ 20' O.C. (TYP.)
WITH W/R RPMS 6" WHITE
18" WHITE @20' O.C. (TYP.)
'R
+31
37' RT
+15
37' RT 2
R
+97
49' RT
+97
37' RT
+19
10' RT+89
1' RT
+05
1' RT
+09
59' RT
+28
59' RT
+67
9' LT
+67
2' LT
+34
54' LT
+21
54' LT
'R
'R
'R
R
(2'-4') DOTTED
6" WHITE SKIP
(TYP.)
(2'-4') DOTTED
6" YELLOW SKIP
1'
4' (TYP.)
RPMS @20' O.C.
8" WHITE WITH W/R
RPMS @20' O.C.
8" WHITE WITH W/R
6" WHITE SKIP (6'-10')
+05
25' RT
12" WHITE
T
Y P
15'
+72
35'R
R
'R
'R
+72
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
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NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
I
S A
N
L
IM
IT
S P
E E
D
STOP
A H
E A
D
A D
O P
T -A -S
T R
E E
T
C O
R A
L S
P R
IN
G -B
E A
U T
IF
U L
K E
P
M
A R
G A
T E
IS
L
A M
IC
C
E N
T E
R
N W
S
T
DR RIVERSIDE
STOP
0700 1600 2 EA
D O
N O
T
B L
O C
K
IN
TE
RS
EC
TI
ON
0700 16002 EA
S-11
M A
T C
H L
IN
E
S T
A
.0
16 17 18 19
B
IK
E L
A N E
E N
D S
R3-17
24"X18"
R3-17BP
24"X8"
STA. 15+18
0700 1111
1 EA
D O
N O
T
B L
O C
K
IN
TE
RS
EC
TI
ON
0700 1111
R10-7
24"X30"
STA. 17+10
1 EA
£ SURVEY RIVERSIDE DR
RIVERSIDE DRIVE
R/W LINE
R/W LINE
R/W LINE
N W
T
H S
T
RIVERSIDE DR
STA. 19+00.00
MATCH EXIST.
PAVEMENT MARKINGS
LIMITS OF SIGNING &
10 40
Feet
N
W/R RPMS @ 40' O.C. (TYP.)
6" WHITE (10'-30') SKIP WITH
6" WHITE (TYP.)
6" YELLOW (TYP.)
12" WHITE (TYP.)
(TYP.)
24" WHITE
BLUE RPM
RPM
BLUE SKIP (6'-10')
6" WHITE
SKIP (6'-10')
6" WHITE
6" YELLOW (6'-10') SKIP
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
+46
+45
+61
60' LT
+89
58' LT
+37 +54
+23
+56
+56
+43
+58
+42
+42 +93
+56
+69
+13
+43
RIVERSIDE DR
STA. 18+05.33
MATCH EXIST.
PAVEMENT MARKINGS
LIMITS OF SIGNING &
RIVERSIDE DR
STA. 17+75.00
MATCH EXIST.
PAVEMENT MARKINGS
LIMITS OF SIGNING &
RIVERSIDE DR
STA. 18+43.71
MATCH EXIST.
PAVEMENT MARKINGS
LIMITS OF SIGNING &
RIVERSIDE DR
STA. 18+00.00
MATCH EXIST.
PAVEMENT MARKINGS
LIMITS OF SIGNING &
ON MEDIAN NOSE (TYP.)
REFLECTIVE YELLOW-PAINT
O.C. (TYP.)1'@
Y/Y RPMS
SOMERSET ACADEMY RIVERSIDE
2251 RIVERSIDE DR
CORAL SPRINGS, FL 33065
T
Y P
+67 +11
+53
+40
+27
65' LT
+37
RPMS @ 20' O.C. (TYP.)
8" WHITE W/ W/R
+36
31' RT+22
31' RT
GREEN COLOR PAVEMENT MARKING
LEGEND
R P
M
O .C
W H I
I
(TYP.)
YELLOW-PAINT
REFLECTIVE
W/R RPMS @20' O.C.
8" WHITE WITH
O.C. (TYP.)1'@
Y/Y RPMS
25' (TYP.)15' (TYP.)
SKIP (6'-10')
6" WHITE
RPMS @20' O.C. (TYP.)
6" WHITE WITH W/R
+28
+18
+54
+57
+57
'R
R +79
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
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NO.
SHEET
FINANCIAL PROJECT IDCOUNTY ROAD
HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
MIAMI, FLORIDA 33172
11410 NW 20TH STREET, SUITE 101
WGI, INC.
LICENSE NUMBER 86757
JOSUE A. MENENDEZ, P.E.
ENGINEER OF RECORD
ROYAL PALM BOULEVARD 449559-1-58-01
BR WARD
SD
L
E C
E L
E C
BACK FLOW
A H
E A
D A
H E
A D
1 EA0700 1600
1 EA0700 1600
S-12
M A
T C
H L
IN
E
S T
A
.0
58 59 60 61 62 63
£ SURVEY ROYAL PALM BLVD
ROYAL PALM BLVD
R/W LINE
R/W LINE
8170 ROYAL PALM BLVD
CORAL SPRINGS, FL 33065
END PROJECT
PALM BLVD
SURVEY ROYAL £
STA. 61+94.32
N 10 40
Feet
W/R RPMS @ 40' O.C. (TYP.)
6" WHITE (10'-30') SKIP WITH
WITH W/R RPMS @ 20' O.C. (TYP.)6" WHITE
RPMS @20' O.C. (TYP.)
6" WHITE WITH W/R
6" YELLOW (TYP.)
DOTTED (TYP.)
6" WHITE SKIP (2'-4')
6" WHITE (6'-10') SKIP
EXIST. SIGN
TO REMAIN
EXIST. SIGN
TO REMAIN
+04
+04
PALM BLVD
� SURVEY ROYAL
STA. 61+85.36
MATCH EXIST.
PAVEMENT MARKINGS
LIMITS OF SIGNING &
PALM BLVD
� SURVEY ROYAL
STA. 61+00.00
MATCH EXIST.
PAVEMENT MARKINGS
LIMITS OF SIGNING &
+04
+04
6" WHITE (TYP.)
+04
31' LT
18" WHITE @20' O.C. (TYP.)
+10
40' RT
+70
49' RT
+71
RPMS @20' O.C.
8" WHITE WITH W/R
15' (TYP.)
NON-VEHICULAR LINE
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| Josue A Menendez | |
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