P5897-WILLIAMSON-PLANS-02-SPM-100%.pdf
PDF 3 MB Posted
- Attached to
- Design Services for Williamson Boulevard Widening (Madeline Avenue to Town West Boulevard)
- Solicitation number
- 26-SQ-76SR
- Issued by
- Volusia County, Florida
About this file
This is a Signing and Pavement Marking Plans document for the County of Volusia, Florida, prepared by CONSOR North America, Inc. under the professional engineering services contract for the Williamson Boulevard widening project (Project No. P-5897). The plans detail signing and pavement marking specifications for Williamson Boulevard from Madeline Avenue to Beville Road, representing the engineering and construction phase of the corridor improvement initiative. The document comprises a comprehensive index and 16 detailed sheets (S-1 through S-18) that specify locations, quantities, and installation requirements for traffic signs, pavement markings, directional arrows, and related traffic control devices throughout the project corridor. The plans indicate multiple sign installations and removals at designated stations, including speed limit signs, warning signs, directional signs, and turn restriction signs, with specific station locations and dimensions noted throughout. The document was digitally signed and sealed by Michael L. Mohler, P.E. (License No. 52034) in December 2025 and is governed by the Florida Department of Transportation FY 2025-26 Standard Specifications and Standard Plans.
The plans establish general notes requiring contractors to retain all existing signs unless otherwise noted, with removed signs becoming property of Volusia County. Contractors bear responsibility for damage to existing signs during construction operations and must replace all conflicting signs at their expense. Existing pavement markings disturbed by milling and resurfacing outside proposed construction limits must be re-marked with thermoplastic at the contractor's expense under project engineer direction. The signing and pavement marking plan includes specifications for various marking types such as white and yellow lines with reflective pavement markers (RPMs), thermoplastic applications, durable paint applications, and island nose markings at appropriate intervals. Special provisions address drainage structures, utility coordination, and landscape buffer requirements within the project corridor. The plans reference applicable standard plans from the Florida Department of Transportation and include technical coordination notes regarding signal loop installation and camera removal at the southern terminus of the project near the interchange with Interstate 95 and State Road 400 (Beville Road).
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Text version
F
LO
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ID
A 'S
T H
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F F
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D O
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S H
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FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
SHEET DESCRIPTIONSHEET NO.
PROJECT NO. P-5897
INDEX OF SIGNING & PAVEMENT MARKING PLANS
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
STATE OF FLORIDA
COUNTY OF VOLUSIA
SIGNING & PAVEMENT MARKING PLANS
NO.
SHEET
CITY
LAKE
VOLUSIA COUNTY PROJECT MANAGER:
ENGINEER OF RECORD:
MARKING PLANS
SIGNING & PAVEMENT
CERTIFICATE OF AUTHORIZATION NO.: 6876
VENDOR NO.: 93-0768555001
LAKE MARY, FLORIDA 32746
735 PRIMERA BLVD # 100
CONSOR NORTH AMERICA, INC.
P.E. NO.: 52034
, P.E. MICHAEL L. MOHLER
: c:\pw_work\american-pw-01\d0957723\KEYSSP01_Will.dgn
1:10:26 PM12/12/2025#USER$
LOCATION OF PROJECT
FROM MADELINE AVENUE TO BEVILLE ROAD
WILLIAMSON BOULEVARD
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
ON THE DATE ADJACENT TO THE SEAL
ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED ON ANY
STATE OF
No 52034
ESNECIL
ADIROL
F
R E
E
NI
GNE LANOIS
SEF
O R
P
R
EL
HOM .L LEAH
CI
M
S-1 KEY SHEET
S-2 GENERAL NOTES
S-3 - S-18 SIGNING & PAVEMENT MARKING PLAN
S-1
DENNISSE ZORNAN, E.I.
DECEMBER 2025
100% SUBMITTAL
GOVERNING STANDARD SPECIFICATIONS:
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Volusia County Technical Provisions. Standard Specifications
Florida Department of Transportation, FY 2025-26 as modified by the
GOVERNING STANDARD PLANS:
Component
Standard Plans for Bridge Construction are included in the Structures Plans
APPLICABLE IRs: NA 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, FY 2025-26 Standard Plans for Road and
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
T H
E O
F F
IC
IA
L R
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O R
D O
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F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL
GENERAL NOTES
S-2
GENERALNOTES : c:\pw_work\american-pw-01\d0957723\GNNTSP01_Will.dgn
1:10:42 PM12/12/2025Rod.Holder
ALL EXISTING SIGNS ARE TO REMAIN UNLESS OTHERWISE NOTED IN THE PLANS.4.
PLANS.
ALL REMOVED SIGNS AND THEIR SUPPORTS SHALL BECOME THE PROPERTY OF VOLUSIA COUNTY, UNLESS OTHERWISE NOTED IN 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.
OPERATIONS SHALL BE RE-MARKED WITH THERMOPLASTIC AT THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE PROJECT ENGINEER.
ANY EXISTING PAVEMENT MARKINGS OUTSIDE OF THE PROPOSED LIMITS THAT ARE DISTURBED BY MILLING AND RESURFACING1.
STANDARD NOTES:
GENERAL NOTES
S D
18" RCP
" R
CP
R C
P
R C
P
U
WATER
WATER
WATER
W A T E R
W A T E R
S D
W6-1
36"x36"
PROPOSED
0700 1111
STA. 355+83
1 EA
WILLIAMSON BLVD.
� WILLIAMSON BLVD.
EXISTING R/W LINE
EXISTING R/W LINE
1"= 50'
N
T O
W N
P A
R K
D R
PATH EASEMENT
10' UTILITY AND BIKE
CONSERVATION EASEMENT
50' LANDSCAPE BUFFER/
PATH EASEMENT
10' UTILITY AND BIKE
CONSERVATION EASEMENT
50' LANDSCAPE BUFFER/
353 354 355
PAVEMENT MARKINGSMATCH EXISTING
BEGIN CONSTRUCTION
BEGIN SIGNING
¡ CONST. WILLIAMSON BLVD.
STA. 355+83.73
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
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T R
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IC
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ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-3
WILLIAMSON - 01 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:16 PM12/12/2025Rod.Holder
R
C P
U
U
WATER
D O N
O T
E N
T E
R
R5-1
36"x36"
PROPOSED
0700 1111
STA. 360+80
1 EA
W6-3
36"x36"
PROPOSED
0700 1111
STA. 361+88
1 EA
W6-2
36"x36"
PROPOSED
0700 1111
STA. 364+37
R4-7
24"x30"
PROPOSED
0700 1111
STA. 363+69
1 EA
W1-2R
30"x30"
REMOVE
0700 1600
STA. 363+44
1 EA
� CONST. WILLIAMSON BLVD.
WILLIAMSON BLVD.
N47°41'20"W
EXISTING R/W LINE
EXISTING R/W LINE
1"= 50'
N
CONSERVATION EASEMENT
50' LANDSCAPE BUFFER/
PATH EASEMENT
10' UTILITY AND BIKE
+50.40 10.58' (Lt.)
PT STA. 358+42.99
358 359 360 361 362 363 364 365
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" YELLOW
18" WHITE @ 30'
6" WHITE (2'-4' SKIP)
6" WHITE
18" WHITE @ 30'
W/R RPM'S @ 30' C.C.
8" WHITE W/
Y/Y RPM'S @ 30' C.C.
6" DBL YELLOW W/
18" YELLOW @ 30'
6" WHITE
W/R RPM'S @ 30' C.C.
8" WHITE W/
W/R RPM'S @ 20' C.C.
6" WHITE W/
DIRECTIONAL ARROWS (TYP.)
2111' R
3284.5' R
PAVEMENT MARKINGS
MATCH EXISTING
+82.75 11.00' (Rt.)
+86.55 24.08' (Rt.)
BEGIN PROJECT
BEGIN TRANSITION
¡ CONST. WILLIAMSON BLVD.
STA. 359+15.49
BEGIN MILLING & RESURFACING
BEGIN PAVEMENT MARKINGS
¡ CONST. WILLIAMSON BLVD.
STA. 358+40.00
MD/Y RPM'S
DURABLE PAINT W/
ISLAND NOSE
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
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Y S
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A N
D S
E A
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D U
N D
E R
R U
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-2
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F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-4
WILLIAMSON - 02 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:17 PM12/12/2025Rod.Holder
D S
D
24" RCP
R
C P
R
C P
R
C P
18" RCP
18" RCP
R C
P
U
WATER
WATER
WATER
WATER
WATER WATER
WATER
WATER
ELEC
S D S
D
CAMERA W/ SOLAR
W4-2R
36"x36"
PROPOSED
0700 1111
STA. 368+08
1 EA
R4-7
24"x30"
PROPOSED
0700 1111
STA. 368+31
1 EA
R4-7
24"x30"
PROPOSED
0700 1111
STA. 369+06
1 EA
R4-7
24"x30"
PROPOSED
0700 1111
STA. 369+76
1 EA
OM1-3
18"x18"
PROPOSED
OM1-3
18"x18"
PROPOSED
OM1-3
18"x18"
PROPOSED
EXISTING TO REMAIN
HERE
YIELD
TO
EXISTING TO REMAIN
S O
U T
H
V O
L U
IA
C O
U N
T Y
M1-6A
24"x24"
PROPOSED
0700 1111
STA. 366+16
M3-3P
24"x12"
PROPOSED
1 EA
S O
U T
H
V O
L U
C O
U N
T Y
M3-3P
24"x12"
REMOVE
M1-6A
24"x24"
REMOVE
0700 1600
STA. 366+21
1 EA
WILLIAMSON BLVD.
� CONST. WILLIAMSON BLVD.
M A
D E
L
IN
E
A
V E
N47°41'20"W
EXISTING R/W LINE
EXISTING R/W LINE
EXISTING R/W LINE
1"= 50'
N
M A
D E
L
IN
E
A
V E (F
U T
U R
E
PATH EASEMENT
10' UTILITY AND BIKE
CONSERVATION EASEMENT
50' LANDSCAPE BUFFER/
+65.58 32.58' (Lt.)
+32.11 55.47' (Rt.)
+76.69 44.79' (Lt.)
+65.61 79.33' (Lt.)
+47.70 61.35' (Lt.)
+50.27 47.00' (Lt.)
+60.17 50.84' (Rt.)
+50.27 70.17' (Rt.)
10' (TYP.)
12' 12' 12' 12'
12'
+60.42 60.89' (Lt.)
365 366 367 368 369 370 371 372
W/R RPM'S @ 30' C.C.
8" WHITE W/
18" WHITE @ 30' W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" YELLOW
6" WHITE (2'-4' SKIP)
6" WHITE
DIRECTIONAL ARROWS (TYP.)
W/R RPM'S @ 20' C.C.
6" WHITE W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
MERGE MARKINGS
12" WHITE (TYP.)
24" WHITE (TYP.)
6" WHITE
6" WHITEW/R RPM'S @ 20' C.C.
6" WHITE W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" YELLOW
MD/Y RPM'S (TYP.)
DURABLE PAINT W/
ISLAND NOSE
24" WHITE
W/R RPM'S @ 20' C.C.
6" WHITE W/
6" WHITE
6" YELLOW
+76.69 22.00' (Lt.)
+32.11 23.00' (Rt.)
+82.28 34.00' (Rt.)
+94.30 51.58' (Rt.)
+06.59 27.34' (Lt.)
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
(TYP.)
(2'-4' SKIP)
6" YELLOW
.0 0'
R (T
YP
ACCOMMODATE A CROSSWALK ON THE NORTH LEG OF THE INTERSECTION.
CONSOR HAS EVALUATED REVISING THE DESIGN TO SEPARATE THE RAMPS
ACCORDINGLY. HOWEVER, THIS MODIFICATION RESULTS IN THE NORTH-LEG
CROSSWALK TYING INTO THE NORTHEAST QUADRANT AT A LOCATION WHERE
THE DESIGN TEAM IS EVALUATING WHETHER TO: (1) ELIMINATE THE NORTH-
LEG CROSSWALK, OR (2) RETAIN THE NORTH-LEG CROSSWALK AND UPGRADE
THE CURB-CUT RAMPS / SIDEWALK CONNECTIONS ON ALL QUADRANTS TO
MEET CURRENT STANDARDS. FINAL DETERMINATION IS PENDING.
+60.30 50.86' (Lt.)
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
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E A
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G
-2
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F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-5
WILLIAMSON - 03 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:18 PM12/12/2025Rod.Holder
DRAINAGE STRUCTURE
TO LOCATE ADDITIONAL
TO 24" RCP. UNABLE
36" RCP CHANGES
24" RCP
U
W4-2R
36"x36"
PROPOSED
0700 1111
STA. 375+16
1 EA
L
IM
IT
S P
E E
D
0700 1111
STA. 379+93
1 EA
R2-1
30"x36"
PROPOSED
L
IM
IT
S P
E E
D
R2-1
24"x30"
REMOVE
0700 1600
STA. 379+98
1 EA
W1-2R
30"x30"
REMOVE
0700 1600
STA. 378+49
N
WILLIAMSON BLVD.
� CONST. WILLIAMSON BLVD.
N47°41'20"W
EXISTING R/W LINE
EXISTING R/W LINE
1"= 50'
N
P O N
D S
O U T H
373 374 375 376 377 378 379 380
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" YELLOW
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" WHITE
W/R RPM'S @ 20' C.C.
6" WHITE W/
DIRECTIONAL ARROWS (TYP.)
MERGE MARKINGS
+78.07 27.47' (Lt.)
+55.57 33.00' (Lt.)
+46.58 11.00' (Lt.)
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
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Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-6
WILLIAMSON - 04 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:19 PM12/12/2025Rod.Holder
R C
P
R C
P
24" RCP
24" RCP
U
L
IM
IT
S P
E E
D
0700 1111
STA. 380+71
1 EA
R2-1
30"x36"
PROPOSED
L
IM
IT
S P
E E
D
R2-1
24"x30"
REMOVE
0700 1600
STA. 380+26
1 EA
WILLIAMSON BLVD.
N47°41'20"W
EXISTING R/W LINE
EXISTING R/W LINE
N
PC STA. 383+95.73
380 381 382 383 384 385 386
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" YELLOW
6" WHITE
6" WHITE
� CONST. WILLIAMSON BLVD.
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
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D
IG
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N
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A N
D S
E A
L E
D U
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E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-7
WILLIAMSON - 05 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:20 PM12/12/2025Rod.Holder
C E
N T
R
O
'X
B O
X
C
U L
V E
R T
C E
N T
R
O
'X
B O
X
C
U L
V E
R T
C M P
32" CMP
WILLIAMSON BLVD.
EXISTING R/W LINE
EXISTING R/W LINE
EXISTING R/W LINE
1"= 50'
N
390 391 392
� CONST. WILLIAMSON BLVD.
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" WHITE
6" YELLOW
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
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D
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A
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Y S
IG
N
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A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-8
WILLIAMSON - 06 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:21 PM12/12/2025Rod.Holder
24" RCP
R C
P
R C
P
R6-1R
36"x12"
PROPOSED
R1-1
36"x36"
PROPOSED
R6-3a
30"x24"
PROPOSED
0700 1112
STA. 401+84
1 EA
ONE WAY
R6-1L
36"x12"
PROPOSED
0700 1111
STA. 401+59
1 EA
OM1-3
18"x18"
PROPOSED
0705 10 1
STA. 401+44
1 EA
OM1-3
18"x18"
PROPOSED
0705 10 1
STA. 401+51
1 EA
OM1-3
18"x18"
PROPOSED
0705 10 1
STA. 401+67
1 EA
N O
R T H
V O
L U
C O
U N
T Y
0700 1111
STA. 396+68
1 EA
N O
R T H
V O
L U
C O
U N
T Y
0700 1111
STA. 396+68
1 EA
M1-6A
24"x24"
PROPOSED
M1-6A
24"x24"
PROPOSED
M3-1P
24"x12"
PROPOSED
M3-1P
24"x12"
PROPOSED
V O
L U
C O
U N
T Y
N O
R T H
M3-1P
24"x12"
REMOVE
M1-6A
24"x24"
REMOVE
0700 1600
STA. 396+88
1 EA
V O
L U
C O
U N
T Y
N O
R T H
M3-1P
24"x12"
REMOVE
M1-6A
24"x24"
REMOVE
0700 1600
STA. 396+88
1 EA
0700 1111
STA. 402+16
1 EA
0700 1111
STA. 400+65
1 EA
R4-7
24"x30"
PROPOSED
OM1-3
18"x18"
PROPOSED
R4-7
24"x30"
PROPOSED
OM1-3
18"x18"
PROPOSED
STOP
ONE WAY
DIVIDED
HIGHWAY
� CONST. WILLIAMSON BLVD.
WILLIAMSON BLVD.
N21°06'25"W
EXISTING R/W LINE
EXISTING R/W LINE
1"=50'
N
W H
IM
B R
IL
D
R
13'11'11'
TUBULAR MARKER (YELLOW)
TUBULAR MARKER (YELLOW)
PT STA. 401+70.31
397 398 399 400
+98.63 11.00' (Rt.)
+68.63 11.00' (Rt.)
+12.68 11.00' (Lt.)
+73.80 50.53' (Rt.)
+36.39 50.81' (Rt.)
+49.07 105.38' (Rt.)
MD/Y RPM'S (TYP.)
DURABLE PAINT W/
ISLAND NOSE
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" WHITE
6" YELLOW
W/R RPM'S @ 20' C.C.
6" WHITE W/
20' C.C.
W/R RPM'S @
6" WHITE W/
6" YELLOW (6'-10' SKIP)
6" YELLOW
24" WHITE
W/R RPM'S @ 20' C.C.
6" WHITE W/
Y/Y RPM'S @ 40' C.C.
6" DBL. YELLOW W/
6" WHITE
6" WHITE
6" YELLOW
DIRECTIONAL ARROWS (TYP.)
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-9
WILLIAMSON - 07 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:22 PM12/12/2025Rod.Holder
R C
P
R C
P
W1-2L
30"x30"
REMOVE
0700 1600
STA. 407+17
1 EA
N21°06'25"W
EXISTING R/W LINE
EXISTING R/W LINE
� CONST. WILLIAMSON BLVD.
1"=50'
N
403 404 405 406 407 408 409 410
W/R RPM'S @ 20' C.C.
6" WHITE W/
DIRECTIONAL ARROWS (TYP.) W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" WHITE
6" YELLOW
6" YELLOW
+82.68 11.00' (Lt.)
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-10
WILLIAMSON - 08 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:23 PM12/12/2025Rod.Holder
R C
P
R C
P
24" RCP
WILLIAMSON BLVD.
N25°33'48"WN21°06'25"W
EXISTING R/W LINE
EXISTING R/W LINE
1"=50'
N
POND NORTH
PC STA. 410+43.15
PT STA. 414+47.61
412 413 414 415 416 417
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
� CONST. WILLIAMSON BLVD.
6" WHITE
6" WHITE
6" YELLOW
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-11
WILLIAMSON - 09 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:24 PM12/12/2025Rod.Holder
R
C P
R
C P
24" RCP
WILLIAMSON BLVD.
� CONST. WILLIAMSON BLVD.
N25°33'48"W
EXISTING R/W LINE
EXISTING R/W LINE
1"=50'
N
422418 419 420 421 422 423 424 425
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" WHITE
6" YELLOW
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-12
WILLIAMSON - 10 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:25 PM12/12/2025Rod.Holder
WILLIAMSON BLVD.
N25°33'48"W
EXISTING R/W LINE
EXISTING R/W LINE
1"=50'
N
425 426 427 428 429 430 431 432
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" YELLOW
� CONST. WILLIAMSON BLVD.
6" WHITE
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-13
WILLIAMSON - 11 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:25 PM12/12/2025Rod.Holder
R
C P
R
C P
24" RCP
WILLIAMSON BLVD.
N25°33'48"W
EXISTING R/W LINE
EXISTING R/W LINE
1"=50'
N
PC STA. 439+70.09
433 434 435 436 437 438 439 440
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" YELLOW
� CONST. WILLIAMSON BLVD.
6" WHITE
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-14
WILLIAMSON - 12 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:26 PM12/12/2025Rod.Holder
L
IM
IT
S P
E E
D
0700 1111
STA. 441+98
1 EA
L
IM
IT
S P
E E
D
0700 1111
STA. 441+98
1 EA
R2-1
30"x36"
PROPOSED
R2-1
30"x36"
PROPOSED
L
IM
IT
S P
E E
D
R2-1
24"x30"
REMOVE
0700 1600
STA. 442+14
1 EA
L
IM
IT
S P
E E
D
R2-1
24"x30"
REMOVE
0700 1600
STA. 442+15
1 EA
WILLIAMSON BLVD.
EXISTING R/W LINE
� CONST. WILLIAMSON BLVD.
EXISTING R/W LINE
1"=50'
N
N24°45'41"W
PT STA. 443+90.05
440 441 442 443 444 445 446 447
6" WHITE
6" WHITE
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" YELLOW
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-15
WILLIAMSON - 13 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:27 PM12/12/2025Rod.Holder
24" RCP
R C
P
R C
P
S D
L
IM
IT
S P
E E
D
R2-1
24"x30"
REMOVE
0700 1600
STA. 448+40
1 EA
WILLIAMSON BLVD.
EXISTING R/W LINE
EXISTING R/W LINE
� CONST. WILLIAMSON BLVD.
1"=50'
N
N24°45'41"W
PC STA. 453+40.39
448 449 450 451 452 453 454 455
6" WHITE
6" WHITE
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" YELLOW
W/R RPM'S @ 20' C.C.
6" WHITE W/DIRECTIONAL ARROWS (TYP.)
+95.38 10.92' (Rt.)
+96.48 21.36' (Rt.)
18982' R
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-16
WILLIAMSON - 14 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:28 PM12/12/2025Rod.Holder
S D
S D
S D
S D
S D
S D
S D
24" RCP
18" RCP
18" RCP
" R
C P
R
C P
R
C P
R C P
24" RCP
24" RCP
R
C P
R
C P
30" R
CP
30" RCP
S D
W A T E R
W A T E R
W A T E R
S D
S D
S D
S D
S D
S D
S D
F I B
E R
G L
A S
S
F I B
E R
G L
A S
S
F I B
E R
G L
A S
S
F I B
E R
G L
A S
S
F I B
E R
G L
A S
S
E M
E R
G E N C
Y
S T
O P P
IN
G
O N
L Y
EXISTING TO REMAIN
E M
E R
G E N C
Y
S T
O P P
IN
G
O N
L Y
EXISTING TO REMAIN
F
T
A H
E A
D
D R
IV
E
W A
Y
H
ID
D E
N
EXISTING TO REMAIN
C a r ib b e a n
P in eW a y
C a r ib b e a n P in e W a y
Williamson Bl
Williamson Bl
W6-3
36"x36"
REMOVE
0700 1600
STA. 459+13
1 EA
0700 1600
STA. 461+41
W6-2
36"x36"
REMOVE
RELOCATE EXISTING STREET
SIGN PANELS TO NEW ASSEMBLY
R4-7c
18"x30"
PROPOSED
OM1-3
18"x18"
PROPOSED
0700 1111
STA. 457+61
1 EA
R4-7
24"x30"
PROPOSED
OM1-3
18"x18"
PROPOSED
0700 1111
STA. 459+17
1 EA
OM1-3
18"x18"
PROPOSED
0705 10 1
STA. 458+30
1 EA
OM1-3
18"x18"
PROPOSED
0705 10 1
STA. 458+21
1 EAOM1-3
18"x18"
PROPOSED
0705 10 1
STA. 458+04
1 EA
ONE WAY
R6-1L
36"x12"
PROPOSED
0700 1111
STA. 458+12
1 EA
DIVIDED
HIGHWAY
STOP
ONE WAY
R6-3a
30"x24"
PROPOSED
R1-1
36"x36"
PROPOSED
R6-1R
36"x12"
PROPOSED
0700 1112
STA. 458+00
1 EA
0700 3501 4 EA
R3-18L
24"x24"
PROPOSED
0700 1111
STA. 461+98
WILLIAMSON BLVD.
C A
R I B
B E
A N
P I N
W A
Y
� CONST. WILLIAMSON BLVD.
1"=50'
N
DRAINAGE EASEMENT
INGRESS/EGRESS &
EXISTING R/W LINE
EXISTING R/W LINE
EXISTING R/W LINE
N23°17'30"W
+80.17 50.87' (Lt.)
(YELLOW)
TUBULAR MARKER
TUBULAR MARKER (YELLOW)
(YELLOW)
TUBULAR MARKER
PT STA. 458+27.74 +07.35
32.34' (Lt.)
+32.77
35.85' (Lt.)
STOP
EXISTING TO REMAIN
455 456 457 458 459 460 461 462
18982' R
W/R RPM'S @ 20' C.C.
6" WHITE W/
DIRECTIONAL ARROWS (TYP.)
6" WHITE
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
6" WHITE
6" YELLOW
MD/Y RPM'S (TYP.)
DURABLE PAINT W/
ISLAND NOSE
6" YELLOW (6'-10' SKIP)
+65.39 7.35' (Rt.)
+66.74 31.18' (Lt.)
+09.44 54.68' (Lt.)
+83.57 18.27' (Rt.)
+15.29 5.89' (Rt.)
+00.93 20.52' (Lt.)
70' R
+15.29 9.99' (Lt.)
PC STA. 459+06.00
6" YELLOW
+45.96 32.06' (Rt.)
+16.77 8.41' (Rt.)
8" WHITE
12" WHITE
24" WHITE
W/R RPM'S @ 20' C.C.
6" WHITE W/
Y/Y RPM'S @ 40' C.C.
6" DBL. YELLOW W/
+28.75 55.21' (Lt.)
(6'-10' SKIP)
6" YELLOW
+28.99 20.22' (Rt.)
8000' R
10988' R
MD/W RPM'S
DURABLE PAINT W/
ISLAND NOSE
*ANY TREE TRIMMING/ROOT REMOVAL WILL BE INCLUDED
IN THE COST OF THE INSTALLATION OF NEW SIGNS.
1 EA
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-17
WILLIAMSON - 15 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:29 PM12/12/2025Rod.Holder
S D
S D
S D
S D
S D
S D
R
C P
24"
RCP
R C
P
18" RCP
B.O.S. EL=23.27'
S'LY INV EL=24.06'
N'LY INV EL=24.16'
GRATE EL=30.80'
B.O.S. EL=23.30'
S'LY INV EL=23.87'
N'LY INV EL=23.97'
GRATE EL=31.00'
24" RCP24" RCP
R C
P
10" PVC
B.O.S. EL=23.24'
S'LY INV EL=27.58'
W'LY INV EL=23.51'
N'LY INV EL=23.55'
RIM EL=31.61'
E'LY INV EL=23.28'
RIM EL=32.05'
S'LY INV EL=24.79'
E'LY INV EL=24.74'
RIM EL=30.57'
S'LY INV EL=25.17'
W'LY INV EL=25.16'
RIM EL=30.35'
N'LY INV EL=25.28'
RIM EL=30.00'
R C
P
S D
U
U
U
U
S A
N
U
U
S D
S D
U
N P
W N P
W
S D
S D
S D
S D
ALUM
10"
A
LU
M
ALUM
12"
PLASTIC
5"
PLASTIC
5"
PLASTIC
5"
METAL
5" X 5"
METAL
5" X 5"
METAL
5" X 5"
W A T E R
W A T E R
T E
L
WILLIAMSON RD
S R
(B
E V I L L E
R
D
MEDIAN
DIVIDED
R6-1R
36"x12"
PROPOSED
R1-1
36"x36"
PROPOSED
FTP-55R-06
24"x30"
PROPOSED
0700 1112
STA. 462+67
1 EA L
IM
IT
S P
E E
D
EXISTING TO REMAIN
T O
IN
T
E R
S T
A T
E
IN
T
E R
S T
A T
E
EXISTING TO REMAIN
R
IG
H T
L A
N E
M U
S T
T U
R N
R
IG
H T
EXISTING TO REMAIN
W4-2R
30"x30"
REMOVE
0700 1600
STA. 463+55
1 EA
L E
F T
M E
R G
E
L A
N E
E N
D S
W9-2L
36"x36"
REMOVE
0700 1600
STA. 466+05
1 EA
L-8
L-8
L-8
L-3
L-3
ONLY
ONE WAY
STOP
WILLIAMSON BLVD.
S R
(B
E V I L L E
R
D
EXISTING R/W LINE
EXISTING R/W LINE
WILLIAMSON BLVD.
� CONST.
1"=50'
N
DRAINAGE EASEMENT
INGRESS/EGRESS &
EASEMENT (SCENIC SETBACK)
NON-VEHICULAR ACCESS
END PROJECT
END CONSTRUCTION
END MILLING
& RESURFACING
¡ CONST. WILLIAMSON BLVD.
STA. 466+77.38
N25°35'42"W
10' (TYP.)
463 464 465 466 467
+75.43 58.04' (Rt.)
+65.42 52.47' (Rt.)
+59.91 49.29' (Rt.)
+59.83 13.38' (Rt.)
+45.33 13.38' (Rt.)
+45.33 8.49' (Lt.)
+65.19 51.33' (Lt.)
+75.15 71.12' (Lt.)
+42.80 2.38' (Rt.)
+92.81 13.38' (Rt.)
+15.49 35.45' (Rt.)
+50.12 24.38' (Rt.)
+48.84 24.37' (Lt.)
+22.80 13.05' (Lt.)
+56.92 36.22' (Lt.)
W/R RPM'S @ 20' C.C.
6" WHITE W/
6" WHITE
6" WHITE
6" YELLOW
(YELLOW)
MARKER
TUBULAR
MD/Y RPM'S (TYP.)
DURABLE PAINT W/
ISLAND NOSE
24" WHITE
24" WHITE
(TYP.)
24" WHITE
(TYP.)
12" WHITE
8000' R
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 40' C.C.
6" WHITE (10'-30' SKIP) W/
W/R RPM'S @ 20' C.C.
8" WHITE W/
+59.86 24.38' (Rt.)
+84.36 9.35' (Rt.)
+63.35 12.87' (Lt.)
DIRECTIONAL ARROWS (TYP.)
(6'-10' SKIP)
6" YELLOW
8" WHITE
18" YELLOW (TYP.)
Y/Y RPM'S @ 10' C.C.
6" DBL. YELLOW W/
12" WHITE
24" WHITE
+05.42 39.20' (Lt.)
+75.50 39.07' (Lt.)
50' R
50' R
+45.33 25.08' (Lt.)
0660 2106 5 AS
NOTE: THE SOUTH APPROACH LANES ARE PRESENTLY DETECTED
BY TWO CAMERAS MOUNTED ON THE CONCRETE SIGNAL POLES.
FURNISH AND INSTALL (5) TYPE "F" DETECTION LOOPS. UTILIZE
THE EXISTING UNDERGROUND CONDUIT TO ROUTE THE LEAD-IN
CABLES TO THE CONTROLLER CABINET. UPON SUCCESSFUL
OPERATION OF THE NEWLY INSTALLED SIGNAL LOOPS, THE COUNTY
MAINTENANCE DEPARTMENT SHALL REMOVE THE EXISTING CAMERAS.
MD/Y RPM'S
DURABLE PAINT W/
ISLAND NOSE
RPM'S
W/ W/R
6" WHITE
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
32746 FL, LAKE MARY
735 PRIMERA BLVD. #100
CONSOR NORTH AMERICA, INC.
52034LICENSE NUMBER:
MICHAEL L. MOHLER, P.E.
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
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
P-5897 WILLIAMSON BLVD.
ENGINEERING AND CONSTRUCTION
VOLUSIA COUNTY, FL MARKING PLAN
SIGNING & PAVEMENT
S-18
WILLIAMSON - 16 [SHEET] : c:\pw_work\american-pw-01\d0957723\PLANSP01_Will.dgn
1:11:30 PM12/12/2025Rod.Holder
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File details come from the government source that posted it. Updated .