[I]_2025.02.10_Collins_SPM_Phase1_Signed_7-2-25.pdf
PDF 1 MB Posted
- Attached to
- Collins Street Complete Street - Phase I
- Solicitation number
- 25-014EN-FC-IFB
- Issued by
- Hillsborough County, Florida
About this file
These are the Signing and Pavement Marking Plans for the Collins Street Complete Street Design Project, Phase I, prepared by Kimley-Horn and Associates for the City of Plant City, Hillsborough County, Florida. The project involves comprehensive street design and marking for Collins Street, with detailed plans spanning from Station 513+50.00 to Station 526+46.05. The plans include specifications for pavement markings, signage, raised pavement markers, and traffic control elements. The project documents outline quantities for various marking types, including white and yellow painted and thermoplastic markings in different widths (6", 12", 18", and 24"), directional arrows, message symbols, ground sign assemblies, and two rectangular rapid flashing beacons.
The project is fully documented with eight detailed sheets showing precise marking locations, road right-of-way details, utility information, and specific placement instructions. Key elements include sharrow pavement messages, speed limit signs, parking restriction signs, and advanced warning markings. The plans are dated February 10, 2025, and follow Florida Department of Transportation (FDOT) standard specifications and design standards for FY2024-25. The engineering of record is John R. Seals, P.E. (License No. 51505) from Kimley-Horn and Associates, with the project managed by Frank Coughenour, P.E. The project's financial identifier is FPID: 441502-1-54-01, indicating it is a specific, planned infrastructure improvement for the City of Plant City.
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Text version
HAVE CHANGED DUE TO REPRODUCTION.
NOTE: THE SCALE OF THESE PLANS MAY
10 11 12
131415
9 10 11
131415
29 28
32 33
Beattys
Corner Trapnell
Mud L.
PLANT CITY
Pop. 29,915
PLANT CITY
Mill
Midway
APT.MUNICIPAL
Rd.
Trapnell Rd.
W ig g in s
P r a ir ie
E n g l i s h
C r
Howell
C r
C r e e k
Cork
Prarie
10 92 B30 headCh.
Spring
Academy
Cork
CSX
TRANS.
R A I L
R O
A D
Youmans
Coronet
Jct.
Bealsville
39A
39B
39A
574B
574A 574A
574A
FS
CP
F S
C P
FS
J
J
J
STA 513+50.00
BEGIN PROJECT
STA 526+46.05
END PROJECT
T-28-S
T-29-S
T-28-S
T-29-S
R -2
-E
R -2
-E
R -2
-E
R -2
-E
$TIME$ $FILE$$USER$ $DATE$
GOVERNING STANDARD SPECIFICATIONS:
http://www.fdot.gov/design/standardplans
Bridge Construction and applicable Interim Revisions (IRs) at the following website:
Florida Department of Transportation, FY2024-25 Standard Plans for Road and
GOVERNING DESIGN STANDARDS:
SITE LOCATION MAP
COLLINS STREET COMPLETE STREET DESIGN
CITY OF PLANT CITY
N
SIGNING AND PAVEMENT MARKING PLANS
ENGINEER OF RECORD:
MARKING PLANS
SIGNING AND PAVEMENT
PHASE I
INDEX OF SIGNING AND PAVEMENT MARKING PLANS
SIGNING AND PAVEMENT MARKING PLANS
TABULATION OF QUANTITIES
KEY SHEET
SHEET DESCRIPTION
S-3 THRU S-8
S-2
S-1
SHEET NO.
TO CRYSTAL SPRINGS
TO LAKELAND
TO TAMPA
TO LITHIA
REGISTRY NO.: 35106
PHONE (813) 620-1460
TAMPA, FLORIDA 33602
201 NORTH FRANKLIN STREET, SUITE 1400
CONSULTING ENGINEERS AND PLANNERS
KIMLEY-HORN AND ASSOCIATES, INC.
PLANS PREPARED BY:
PROJECT LOCATION
PALM
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
BEACH
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
CITY
LAKE
F
LO
R
ID
A 'S
BEACH LINE
ON ANY ELECTRONIC COPIES.
AND THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
STATE OF
No 51505
R E
E
NI
GNE LANOIS
SE
F O
R P
ESNECIL
ADIROL
F
SL
AES .R NHOJ
FPID: 441502-1-54-01
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY2024-25 Standard Specifications
NO.
SHEET
(813) 620-1460
TAMPA, FL. 33602
201 NORTH FRANKLIN STREET, SUITE 1400
KIMLEY-HORN AND ASSOCIATES
JOHN R. SEALS, P.E. NO.: 51505
FINAL PLANS
FEBRUARY 10, 2025
FRANK COUGHENOUR, P.E.PLANT CITY PROJECT MANAGER: S-1
TABULATION OF QUANTITIES
MONITOR FOR RRFB.
BEACON WITH APPLIED INFORMATION, A1-500-030 LPM SERIES
654-2-22: SHALL INCLUDE CARMANAH R920-E RECTANGULAR RAPID FLASHING
PAY ITEM NOTES:
TABULATION OF SIGNING AND PAVEMENT MARKING QUANTITIES
NO.
ITEM
PAY
DESCRIPTION UNIT
SHEET NUMBERS
SHEET
THIS
TOTAL
TOTAL
GRAND
S-3 S-4 S-5 S-6 S-7 S-8 N/A
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
654-2-22 RECTANGULAR RAPID FLASHING BEACON, F&I, SOLAR POWERED, COMPLETE ASSEMBLY, BACK-TO-BACK AS 2 2 2
700-1111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 1 2 1 4 4
700-1500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 1 2 3 3
700-1600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 1 4 1 6 6
706-1-3 RAISED PAVEMENT MARKER, TYPE B EA 24 19 60 54 10 6 173 173
710-11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.085 0.118 0.120 0.095 0.090 0.035 0.543 0.543
710-11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 325 177 83 585 585
710-11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 60 3 63 63
710-11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 81 24 11 116 116
710-11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.057 0.074 0.141 0.123 0.074 0.038 0.507 0.507
710-11-224 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 176 93 269 269
710-11-160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL EA 1 2 3 2 2 1 11 11
710-11-170 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ARROW EA 1 2 2 5 5
711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 325 177 83 585 585
711-11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 60 3 63 63
711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 81 24 11 116 116
711-11-160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 1 2 3 2 2 1 11 11
711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 1 2 2 5 5
711-11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 176 93 269 269
711-14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" CROSSWALK LF 272 30 83 385 385
711-16-101 THERMOPLASTIC, STANDARD - OTHER SURFACES, WHITE, SOLID, 6" GM 0.085 0.118 0.120 0.095 0.090 0.035 0.543 0.543
711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.057 0.074 0.141 0.123 0.074 0.038 0.507 0.507 c:\pw\kh1\d0111166\TABQSP01.dgnrobert.myers 3/19/2024 2:29:26 PM Default
CITY OF COUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
COLLINS STREET
COMPLETE STREET DESIGN
PLANT CITY HILLSBOROUGH
201 NORTH FRANKLIN STREET, SUITE 1400
TAMPA, FL 33602
JOHN R. SEALS, P.E.
P.E. LICENSE NUMBER 51505
KIMLEY-HORN AND ASSOCIATES
T H
E
O F
F I
C I
A L
R
C O
D
I
S
E E
T
E C
T R
O N
C
G I
T A
L
Y
G N
N
A L
U
D
L E
G
A
C
S-2
E C
S A
N
S D
S A
N
W A T E R
W A T E R
W A T E R
B A
C K
F
L O
W
B A
C K
F
L O
W
513 514 515
COLLINS ST.
EXIST. R/W
EXIST. PROPERTY LINE
EXIST. PROPERTY LINE
¡ CONST. COLLINS ST.
EXIST. R/W
EXIST. PROPERTY LINE
Feet
0 5
N
+25.0
6" WHITE
MATCH EXIST.
+50.0
MATCH EXIST.
+50.0
RPM'S @ 20' C.C.
6" WHITE WITH W/R
Y/Y RPM'S @ 40' C.C.
6" DBL YELLOW WITH
DIRECTIONAL ARROW
STA. 513+50.00
PAVEMENT MARKINGS
BEGIN SIGNING AND
PAVEMENT MESSAGE
MATCH EXIST.
+50.0
+25.0 18" WHITE @ 20' (TYP.)W/R RPM'S @ 20'
6" WHITE WITH
+49.4+25.1 c:\pw\kh1\d0111166\PLANSP05.dgnrobert.myers 3/19/2024 2:29:32 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
SIGNING AND PAVEMENT
MARKING PLAN (1)
M
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
S-3 e c c
D b
C o g o P o in t
A e c c
L a n d
A e c c
D b
C o g o P o in t
A e c c
L a n d
E L E
C
S A
N
E L
E C
W A T E R
W A T E R
W A T E R
S D
S D
W A T E R
W A T E R
S A
N
W A T E R
W A T E R
W A T E R
S A
N
W A T E R
B A
C K
F
L O
W
515 516 517
COLLINS ST.
E
A
L A
B A
M A
S
T
E
A
L A
B A
M A
S
T
EXIST. PROPERTY LINE
EXIST. R/W
¡ CONST. COLLINS ST.
EXIST. R/W
EXIST. R/W
EXIST. R/W
PROP. R/W
EXIST. R/W
EXIST. R/WEXIST. R/W
PROP. R/W
24" WHITE (TYP.)
12" WHITE (TYP.)
RPM'S @ 20' C.C.
6" WHITE WITH W/R
Y/Y RPM'S @ 40' C.C
6" DBL YELLOW WITH
Y/Y RPM'S @ 40' C.C
6" DBL YELLOW WITH
24" WHITE
24" WHITE
24" WHITE
24" WHITE
6" WHITE
N O
PA
R
KI
N G
T
IM
E A
N Y
Feet
0 5
N
4'
T
IM
E A
N Y
REMAIN
EXIST. TO
REMAIN
EXIST. TO
PAVEMENT MESSAGE (TYP.)
DIRECTIONAL ARROW (TYP.)
+23.3, 46.9 LT
MATCH EXIST.
+04.9, 47.5 RT
MATCH EXIST.
8' (TYP.)
4'
17.3 RT
+38.9
17.8 LT
+43.8
+58.0
6" WHITE
6" WHITE
Y/Y RPM'S @ 40' C.C.
6" DOUBLE YELLOW WITH
L
IM
IT
S P
E E
D
[1 AS] 700-1-11
STA. 515+11
24"x36"
R2-1
6" WHITE
6" WHITE
6" WHITE
6" WHITE
18" WHITE @ 20' (TYP.)
W/R RPM'S @ 20'
6" WHITE WITH
14.0+
19.3 RT
+30.6
29.7 RT
+90.2
17.3 LT
+91.6
16.4 LT
+89.7
+75.4
+25.1 +49.4 +25.1 +49.4 c:\pw\kh1\d0111166\PLANSP06.dgnrobert.myers 3/19/2024 2:29:37 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
MARKING PLAN (2)
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
S-4
W
T E R
W A T E R
W A T E R
S A
N
S D
518 519 520
COLLINS ST.
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. PROPERTY LINE
EXIST. R/W
¡ CONST. COLLINS ST.
RPM'S @ 20' C.C
6" WHITE WITH W/R
TIME
ANY
TIME
ANY
TIME
ANY
Feet
0 5
N
+75.2
+05.2
+55.1
+55.1
REMAIN
EXIST. TO
REMAIN
EXIST. TO
REMAIN
EXIST. TO
6" WHITE
6" WHITE
Y/Y RPM'S @ 40' C.C.
6" DOUBLE YELLOW WITH
Y/Y RPM'S @ 10' C.C.
6" DOUBLE YELLOW WITH
Y/Y RPM'S @ 10' C.C.
6" DOUBLE YELLOW WITH
L
IM
IT
S P
E E
D
[1 AS] 700-1-11
STA. 518+20
24"x36"
R2-1
MESSAGE (TYP.)
SHARROW PAVEMENT
(TYP.)
DIRECTIONAL ARROW
A H
E A
D
STA. 519+57
36"x12"
W16-9P
36"x36"
W11-2
[1 AS] 700-1-11
@ 10' (TYP.)
18" YELLOW
+84.0 +60.2
+85.4
+53.6
+13.8 c:\pw\kh1\d0111166\PLANSP07.dgnrobert.myers 3/19/2024 2:29:42 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
MARKING PLAN (3)
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
S-5
W A T E R
B A
C K
F
L O
W W
A T E R
W A T E R
E L
E C
S A
N
S D
521 522
EXIST. PROPERTY LINE
W A
R R
E N
S
T
COLLINS ST.
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. PROPERTY LINE
EXIST. R/W
EXIST. PROPERTY LINE
¡ CONST. COLLINS ST.
EXIST. R/W
EXIST. R/W EXIST. R/W
24" WHITE (TYP.)
12" WHITE
TIME
ANY
L
IM
IT
S P
E E
D
Feet
0 5
N
10' (TYP.)
REMAIN
EXIST. TO
700-1-60 [1 AS]
654-2-22
STA. 522+07
YELLOW-GREEN
FLOURESCENT
24"x12"
W16-7P (2)
36"x36"
W11-2 (2)
BACK-TO-BACK MOUNT
[1 AS]
654-2-22
STA. 522+18
YELLOW-GREEN
FLOURESCENT
24"x12"
W16-7P (2)
36"x36"
W11-2 (2)
BACK-TO-BACK MOUNT
[1 AS]
6" WHITE
6" WHITE 6" WHITE
6" WHITE
W A la b a m a
E A la b a m a
N E
X T S
IG
N A
L
700-1-50 [1 AS]
STA. 523+94
TO BE RELOCATED
Y/Y RPM'S @ 40' C.C.
6" DOUBLE YELLOW WITH
Y/Y RPM'S @ 10' C.C.
6" DOUBLE YELLOW WITH
Y/Y RPM'S @ 10' C.C.
6" DOUBLE YELLOW WITH
+17.4
TO BE REMOVED
(TYP.)
PER MUTCD (FIGURE 3B-30, OPTION B)
12" WHITE SPEED HUMP MARKING
40' C.C.
WITH Y/Y RPM'S @
6" DOUBLE YELLOW
MESSAGE (TYP.)
SHARROW PAVEMENT
@ 10' (TYP.)
18" YELLOW
+03.6
+63.8
+65.2
FDOT INDEX D520-030 (TYP.)
ADVANCE WARNING MARKINGS PER
12" WHITE VERTICAL DEFLECTION
c:\pw\kh1\d0111166\PLANSP08.dgnrobert.myers 3/19/2024 2:29:46 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
MARKING PLAN (4)
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
S-6
T E R
W A T E R
E L
E C
S A
N
W A T E R
W A T E R
W A T E R
523 524 525¡ CONST. COLLINS ST.
R E
N F
R O
S
T
COLLINS ST.
RIGHT-OF-WAY
CITY OF PLANT CITY
EXIST. R/W
EXIST. PROPERTY LINE
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
24" WHITE
24" WHITE (TYP.)12" WHITE
L
IM
IT
S P
E E
D
CollinsSt
STOP
CollinsSt
Re nf ro
St
Renfro St
R R
P A
R K
IN
G
H R
:3
P
M
T O
:3
A
M
N
Feet
0 5
+76.4
+40.0
STA. 523+88
TO BE RELOCATED
700-1-50 [1 AS]
700-1-60 [1 AS]
700-1-50 [1 AS]
STA. 524+78
TO BE RELOCATED
700-1-60 [1 AS]
24" WHITE
+00.0
6" WHITE
6" WHITE
6" WHITE
TO BE REMOVED
P A R K
IN
G H R
5:30 P M
TO
8:30 A
M
700-1-60 [1 AS]
TO BE REMOVED
Y/Y RPM'S @ 40' C.C.
6" DOUBLE YELLOW WITH
Y/Y RPM'S @ 40' C.C.
+83.3
+32.2
TO BE REMOVED
A H
E A
D
STA. 524+68
36"x12"
W16-9P
36"x36"
W11-2
700-1-11
MESSAGE (TYP.)
SHARROW PAVEMENT
P A R K
IN
G H
R
:3
P
M
T O
:3
A
M
700-1-60 [1 AS]
TO BE REMOVED
+53.6
+62.9
FDOT INDEX D520-030 (TYP.)
ADVANCE WARNING MARKINGS PER
12" WHITE VERTICAL DEFLECTION
c:\pw\kh1\d0111166\PLANSP09.dgnrobert.myers 3/19/2024 2:29:51 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
MARKING PLAN (5)
T C
H
L I N
E
S
T A
.0
M A
T C
H
L I N
E
S
T A
.0
S-7
T E R
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
E L
E C
W A T E R
S A
N
S A
N
526 527
L A
U R
A
S
T
COLLINS ST.
EXIST. PROPERTY LINE
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
¡ CONST. COLLINS ST.
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
P A R K
IN
G H
R
:3
P
M
T O
:3
A
M
Feet
0 5
N
700-1-60 [1 AS]
24" WHITE
+62.2
6" WHITE
6" WHITE
+21.9
+41.0
STA. 526+46.05
END PROJECT
TO BE REMOVED
Y/Y RPM'S @ 40' C.C.
+41.0
[1 AS]
+03.2 c:\pw\kh1\d0111166\PLANSP10.dgnrobert.myers 3/19/2024 2:29:55 PM Default
REVISIONS
DATE DESCRIPTION
PLANT CITY HILLSBOROUGH
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
MARKING PLAN (6)
T C
H
L I N
E
S
T A
.0
S-8
| 2025-02-12T15:29:00-0500 | |
| John R Seals | |
| I am the author of this document |
File details come from the government source that posted it. Updated .