FINAL_S&PM_Plans,_Olive_Road_PHI,_2026-05-04.pdf
PDF 4 MB Posted
- Solicitation number
- PD 25-26.072
- Issued by
- Escambia County, Florida
About this file
Summary
This is a Signing and Pavement Marking Plans document prepared by Moffatt & Nichol for Escambia County, Florida's Olive Road Street Improvement Project—Phase I, a CDBG-DR funded construction initiative. The project, identified by Solicitation ID PD 20-21.052, encompasses street improvements along Olive Road from the East of Carpenter Creek to North Davis Highway and includes comprehensive signing and pavement marking specifications. The plans detail installation of 22 single post signs, 20 sign relocations, 11 sign removals, 2 sign panel relocations, 4 tubular markers, 16 raised pavement markers, and 816 painted pavement markers across nine plan sheets (S-4 through S-10). The project involves thermoplastic and painted pavement markings in various configurations, including white solid lines, yellow skip lines, and directional arrows at specified spacing intervals. The plans were finalized and digitally signed on May 4, 2026, by Alexander J. Welfle, P.E. (Registration No. 86552), with Michael Segars designated as Project Manager for Escambia County, District Two.
The plans incorporate Florida Department of Transportation (FDOT) Standard Specifications for Road and Bridge Construction (FY2026-27) and Escambia County Technical Specifications as governing standards. All signing and pavement marking work must comply with the current edition of FDOT standard plans, with references available at http://www.fdot.gov/design/standardplans. General notes specify that stop bars shall be placed four feet from crosswalks, existing signs not designated for removal must remain in place, and underground railroad signal and communication lines must be marked prior to roadway sign placement. Additional pavement markings may be required due to destruction by construction vehicles, with the Project Engineer determining specific needs. Utility poles within two feet of the multi-use path must be marked with retroreflective tape at three feet above path elevation, with costs included in the 6-inch white striping work.
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ESCAMBIA COUNTY, FLORIDA
PLANS PROPOSED FOR
CONSTRUCTION MANAGEMENT DIVISION
BOARD OF COUNTY COMMISSIONERS
DISTRICT TWO
DISTRICT ONE
DISTRICT FIVE
DISTRICT FOUR
DISTRICT THREE
COMMISSIONERS
LUMON MAY
ENGINEERING DEPARTMENT
SHEET NO. & DESCRIPTION
INDEX OF PLANS
PROJECT MANAGER:
PROJECT ENGINEER:
SECTION / TOWNSHIP / RANGE:
SIGNATURE:
DISTRICT:
REG FLA ENG NO:
3 & 418, 20, & 21 / 1S / 30W
86552
DATE:
PHONE NUMBER
T H
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850-595-3495
MARKING PLANS
SIGNING & PAVEMENT
SHEET
S-1
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
No 86552
E L
FL
E
W .J REDNA
X
E
MIKE KOHLER
MICHAEL SEGARS
STREET IMPROVEMENT PROJECT
OLIVE ROAD
ALEXANDER J. WELFLE, PE
NOT ISSUED FOR CONSTRUCTION
STEVE STROBERGER, VICE CHAIR
ASHLEE HOFBERGER, CHAIR
STEVEN BARRY
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
(850) 815-3040
PENSACOLA, FL 32502
226 S PALAFOX PL, FLOOR 6
P.E. NO.: 86552
ALEXANDER J. WELFLE, P.E.
FINAL PLANS
RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.
SPECIFICATION REFERED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR
COVENANTS, SHALL BE EXCLUDED AND NOT APPLICAPABLE TO ANY
CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND
ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE LATEST
AVAILABLE AT THE FOLLOWING WEBSITE: http://www.fdot.gov/design/standardplans STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRs ARE
ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs).
FLORIDA DEPARTMENT OF TRANSPORTATION, FY2026-27 STANDARD PLANS FOR
GOVERNING STANDARD PLANS:
PLANS PREPARED BY:
CERTIFICATE OF AUTHORIZATION NO.: 4877
(850) 815-3040
PENSACOLA, FL 32502
226 S PALAFOX PL, FLOOR 6
MOFFATT & NICHOL
GUIDE SIGN WORKSHEET
SIGNING & PAVEMENT MARKING PLANS
GENERAL NOTES
TABULATION OF QUANTITIES
KEY SHEET
PHASE I
SOLICITATION ID: PD 20-21.052
(FROM E OF CARPENTER CREEK TO N DAVIS HIGHWAY)
S-11
S-4 to S-10
S-3
S-2
S-1
MAY 2026
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TABULATION OF SIGNING & PAVEMENT MARKINGS QUANTITIES
NO.
ITEM
PAY
DESCRIPTION UNIT
SHEET NUMBERS
GRAND TOTAL
S-4 S-5 S-6 S-7 S-8 S-9 S-10
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
0700 1111 SINGLE POST SIGN, F&I GROUND MT, UP TO 12 SF AS 1 5 4 1 6 5 22
0700 1500 SINGLE POST SIGN, RELOCATE AS 4 9 3 1 3 20
0700 1600 SINGLE POST SIGN, REMOVE AS 1 6 2 2 11
0700 3501 SIGN PANEL, RELOCATE, UP TO 12 SF AS 2 2
0704 1 2 TUBULAR MARKER, DURABLE, 36" YELLOW POSTS EA 1 1 2 4
0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA
BLUE EA 5 1 2 1 3 4 16
MD/Y EA 6 95 100 114 84 154 553
Y/Y EA 39 11 36 86
W/R EA 44 20 32 61 4 161
TOTAL EA 50 151 158 115 119 219 4 816
0710 11290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 4.20 6.00 17.00 27.2
0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1
* PAINTED PM, STD, WHITE, SOLID, 6" GM 0.2487 0.4935 0.4012 0.4051 0.4804 0.5755 0.0203 2.6247
* PAINT, STD., WHITE, SOLID, CROSSWALK/RA, 12" LF 84.7 819.6 771.1 242.0 557.3 228.8 2703.5
* PAINT, STD., WHITE, SOLID, DIAG./CHEVRON, 18" LF 68.3 276.5 344.8
* PAINT, WHITE, SOLID, STOP LINES/CROSSWALK, 24" LF 10.2 171.7 107.2 36.3 83.0 36.3 444.7
* PAINT, STD., WHITE, SKIP, 6" (10/30) GM 0.0836 0.0076 0.0912
* PAINT, STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.0290 0.0290
* PAINT, STD., YELLOW, GUIDE LINE, 6" (2/4) GM 0.0418 0.0451 0.0869
* PAINT, STD., MESSAGE OR SYMBOL EA
* ONLY EA
* RXR EA
* MERGE EA 1 1
* TOTAL EA 1 1
* PAINT, STD., ARROWS EA
* DUAL USE TURN LANE EA 4 2 8 2 8 24
* RIGHT EA 6 1 7
* LEFT EA 7 4 9 2 22
* MERGE EA 1 1
* TOTAL EA 17 7 8 11 11 54
* PAINTED PM, STD, YELLOW, SOLID, 6" GM 0.2459 0.4107 0.4326 0.4252 0.3767 0.4788 0.0102 2.3801
* PAINT, STD., YELLOW, SOLID, DIAG/CHEVRONS, 18" LF 12.1 61.0 149.5 57.0 138.7 418.3
* PAINTED PM, STD, YELLOW, SKIP, 6" GM 0.0456 0.1105 0.0912 0.4256 0.0760 0.3160 1.0649
0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 84.7 819.6 771.1 242.0 557.3 228.8 2703.5
0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 68.3 276.5 344.8
0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 10.2 171.7 107.2 36.3 83.0 36.3 444.7
0711 11141 THERMO., STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.0 0.029
0711 11241 THERMO., STD., YELLOW, GUIDE LINE, 6" (2/4) GM 0.0418 0.0451 0.0869
0711 11160 THERMO., STD., MESSAGE OR SYMBOL EA
MERGE EA
RXR EA
ONLY EA 1 1
TOTAL EA 1 1
0711 11170 THERMO., STD., ARROWS EA
DUAL USE TURN LANE EA 4 2 8 2 8 24
RIGHT EA 6 1 7
LEFT EA 7 4 9 2 22
MERGE EA 1 1
TOTAL EA 17 7 8 11 11 54
0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRONS LF 12.1 61.0 149.5 57.0 138.7 418.3
0711 14125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 69.1 585.1 494.3 147.5 390.3 163.8 1850.1
0711 14160 THERMO., PREFORMED, MESSAGE OR SYMBOL EA
BIKERXR EA
BIKE EA 1 1 2
TOTAL EA 1 1 2
0711 14170 THERMO., PREFORMED, ARROWS (BIKE THRU) EA 1 1 2
0711 16101 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 6" GM 0.2487 0.4935 0.4012 0.4051 0.4804 0.5755 0.0203 2.6247
0711 16131 THERMO., STD. - OTHER, WHITE, SKIP, 6" (10/30) GM 0.0836 0.0076 0.0912
0711 16201 THERMOPLASTIC, STANDARD, OTHER SURFACES, YELLOW, SOLID, 6" GM 0.2459 0.4107 0.4326 0.4252 0.3767 0.4788 0.0102 2.3801
0711 16231 THERMOPLASTIC, OTHER SURFACES, YELLOW, SKIP, 6" GM 0.0456 0.1105 0.0912 0.4256 0.0760 0.3160 1.0649
*THESE QUANTITIES ARE PAID FOR UNDER PAINTED PAVEMENT MARKINGS (FINAL SURFACE), LUMP SUM - ITEM NO 710-90. THE QUANTITIES SHOWN ARE FOR ONE APPLICATION; SEE SPECIFICATION 710 FOT THE NUMBER OF APPLICATIONS REQUIRED.
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S-3
6" SOLID WHITE
MULTI USE PATH
OBSTRUCTION
UTILITY POLE OR OTHER ABOVE GROUND
PAVEMENT MARKING DETAIL
ABOVE GROUND OBSTRUCTION
NOT TO SCALE
G E
N E
R A
L N
O T
ALL STOP BARS SHALL BE PLACED 4 FEET FROM CROSS WALKS.8.
ANY EXISTING SIGNS THAT ARE NOT SPECIFFICALLY LABELED TO BE REMOVED ARE TO REMAIN IN PLACE.7.
UNDERGROUND RAILROAD SIGNAL AND COMMUNICATION LINES MUST BE MARKED PRIOR TO ROADWAY SIGN PLACEMENT.6.
POSSIBLE DAMAGE TO BURIED UTILITIES.
CAUTION SHOULD BE EXERCISED IN THE INSTALLATION OF POST MOUNTED ROADSIDE SIGNS IN ORDER TO PREVENT 5.
FOR HEIGHT, OFFSET AND METHOD OF INSTALLATION.
ANY EXISTING SIGN TO REMAIN THAT IS DISTURBED DURING CONSTRUCTION SHALL BE RESET TO CURRENT STANDARDS 4.
REQUIRED. THE PROJECT ENGINEER WILL DETERMINE IF ANY AREAS NEED ADDITIONAL PAVEMENT MARKINGS.
DUE TO DESTRUCTION AND TRACKING BY CONSTRUCTION VEHICLES, ADDITIONAL PAVEMENT MARKINGS MAY BE 3.
NEW MARKINGS MEET SPACING AND ALIGNMENT CRITERIA WITH EXISTING AREAS BEYOND THE LIMITS OF RESURFACING.
ALIGNMENT. ALIGN PROPOSED GORE STRIPING AND SKIP STRIPING WITH EXISTING PAVEMENT MARKINGS AND ENSURE
THE PAVEMENT MARKINGS AT ALL EXISTING/PROPOSED INTERFACE LOCATIONS SHALL MATCH IN TERMS OF COLOR AND 2.
ADMINISTRATOR.
THE SIGN LOCATIONS ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT AS DIRECTED BY THE PROJECT 1.
SIGNING & PAVEMENT MARKING GENERAL NOTES:
IN THE COST OF THE 6" WHITE STRIPING.
USE PATH ELEVATION. THE COST OF RETROREFLECTIVE TAPE IS TO BE INCLUDED
A 6-INCH RETROREFLECTIVE TAPE AROUND THE POLE 3 FEET ABOVE THE MULTI
WITHIN 2 FEET OF THE EDGE OF THE MULTI USE PATH SHALL BE MARKED WITH
APPROVAL. IN ADDITION TO THESE PAVEMENT MARKINGS, ANY UTLITY POLES
NOT IDENTIFIED IN THESE PLANS SHALL BE STRIPED WITH ESCAMBIA COUNTY
SHALL BE STRIPED ACCORDING TO THIS DETAIL. ANY ADDITIONAL OBSTRUCTION
ALL ABOVE GROUND OBSTRUCTIONS WITHIN 2 FEET OF THE MULTI USE PATH
PI STA. = 183+35.51
T = 284.56
L = 568.16
R = 3,992.86
PC STA. = 180+50.96
PT STA. = 186+19.11
185 186 187 188 189 190
CURVE DATA C105
C105
P T
S
T A
.1
¡ CONST OLIVE ROAD
STA. 188+90.00
PAVEMENT MARKINGS
BEGIN SIGNING &
18" WHITE @ 20' SPACING
TIE TO EXIST.
6" WHITE
+90
EXIST. R/W
EXIST. R/W
WARNING: GAS MAIN IN AREAS OF CONSTRUCTION
Y/Y RPM'S @ 40' SPACING
6" YELLOW (10'-30' SKIP) W/
MD/Y RPM'S @ 40' SPACING
6" YELLOW W/
WATER
WATER
WATER
TEL
SAN
SAN
SAN
N
1"
NO
PARKING
TIME
ANY
0700 1600
194+76.00
W11-2
30"x30"
0700 1111
A H
E A
D W16-9P
24"x12"
193+24.00
DO NOT
ENTER
O N
E W
A Y
O N
E W
A Y
STOP
DO NOT
ENTER
Existing to Remain
Existing to Remain
191 192 193 194 195
¡ CONST. OLIVE RD.
6" WHITE
6" WHITE
6" WHITE
12" WHITE
WARNING: GAS MAIN IN AREAS OF CONSTRUCTION
+60
+67
+74
+12
+22
6" YELLOW
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
+34
+75
+55
20' SPACING
18" YELLOW @
RPM'S @ 20' SPACING
6" DBL. YELLOW W/ Y/Y
24" WHITE
PER FDOT STANDARD PLAN 706-001
***PLACE DURABLE PAINT AND RPM'S
(TYP.)
PREFORMED
24" WHITE
EXIST. R/W
24" PREFORMED WHITE
EJB
WATER
WATER
SAN
SAN
SAN
N
1"
M
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IN
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18" WHITE @ 20' SPACING
+90
¡ CONST OLIVE ROAD
STA. 191+90.00
BEGIN PROJECT
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
0704 1 4 1 EA
THIS SHEET
+17
6" YELLOW (10'-30' SKIP) W/
MD/Y RPM'S @ 40' SPACING
6" YELLOW W/
M A
T C
H L I N
E
S
T A
.0
M A
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H L I N
E
S
T A
.0
M A
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H L I N
E
S
T A
.0
S-4
NO
PARKING
TIME
ANY
0700 1600
196+49.00
L
IM
IT
S P
E E
D
W11-2
30"x30"
0700 1111
JE
R
N
IG
A N R
D
.6 M
IL
E
S
199+80.00 0700 1600
197+53.00
A H
E A
D
W16-9P
24"x12"
198+80.00
L
IM
IT
S P
E E
D
R2-1
24"x30"
198+00.00 0700 1600
0700 1111
196 197 198 199 200 201
PI STA. = 199+83.12
T = 185.60
L = 371.17
R = 12,000.00
PC STA. = 197+97.51
PT STA. = 201+68.69
CURVE DATA C106
C106
P C
S
T A
.5
¡ CONST. OLIVE RD.
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
18" YELLOW @ 20' SPACING
Y/Y RPM'S @ 20' SPACING
6" DBL. YELLOW W/
6" WHITE
6" WHITE
W/R RPM'S @ 20' SPACING
6" WHITE W/
24" PREFORMED WHITE
+31
+81
+01
+26
+30
+40
+77
+85
+21
+72
+87
+37
+52
6" YELLOW
24" WHITE
+91
+04
+25
RPM'S @ 40' SPACING
6" DBL. YELLOW W/ Y/Y
+54
+04
18" YELLOW @
PER FDOT STANDARD PLAN 706-001
***PLACE DURABLE PAINT AND RPM'S
0704 1 4
THIS SHEET
1 EA
@ 40' SPACING
6" YELLOW W/ Y/Y RPM'S
Y/Y RPM'S @ 40' SPACING
6" YELLOW (10'-30' SKIP) W/
12" WHITE
24" PREFORMED WHITE (TYP.)
BLUE RPM
12" WHITE
24" WHITE
24" WHITE PREFORMED (TYP.)
PROP. TWA
6" WHITE
EXIST. R/W
PROP. TWA
6" WHITE
PROP. TWA
12" WHITE
EXIST. R/W
(TYP. PER 711-001)
DIRECTIONAL ARROWS
WATER
WATER
WATER
WATER
WATER
TEL
TEL
N
1"
STOP
0700 1500
206+50.00
Olive Rd
E
S to n e b r o o k
D r
0700 1111
205+93.00
R1-1
30"x30"
Olive Rd E
S to n e b r o o k
D r
0700 1500
206+54.00
Olive Rd E
C o d y
L n
C o d y
L n
Olive Rd E
0700 1500
BUS STOP SIGN
RELOCATE EXIST.
201+95.00
JE
R
N
IG
A N R
D
.6 M
IL
E
S
0700 1500
205+54.00
Existing to Remain
M O
T O
R
N O
V E
H
IC
L E
S
R5-3
24"x24"
0700 1111
201+98.00
M O T O
R
N O
V E H
IC
L E S
R5-3
24"x24"
0700 1111
202+90.00
0700 3501 to New Assembly street Name Signs Relocate Existing x2STOP
MAINTENANCE
COUNTY
END OF
242+37.00
0700 1600
242+37.00
0700 1600
0700 1600
PI STA. = 199+83.12
T = 185.60
L = 371.17
R = 12,000.00
PC STA. = 197+97.51
PT STA. = 201+68.69
202 203 204 205 206 207
CURVE DATA C106
C106
P T
S
T A
.6
A
.7
¡ CONST. OLIVE RD.
' 10'
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
C O
D Y
L
N C
O D
Y
L
N
W/R RPM'S @ 20' SPACING
6" WHITE W/
W/R RPM'S @ 20' SPACING
6" WHITE W/
6" WHITE
6" WHITE
6" WHITE
6" WHITE
6" WHITE
24" WHITE
24" WHITE
24" WHITE
12" WHITE
12" WHITE
12" WHITE
24" WHITE
24" WHITE
12" WHITE
12" WHITE
D R
S T
O N
E B
R O
K
+05
+92
+25
+62
+82
+89
+43
+73
11'
10'
+93
R
S T
O N
E B
R O
+53
+00
+23
+70
EXIST. R/W
11'
40' SPACING
W/ Y/Y RPM'S @
6" DBL. YELLOW
+80
6" WHITE
@ 20' SPACING
6" WHITE W/ W/R RPM'S
RPM'S @ 40' SPACING
6" DBL. YELLOW W/ Y/Y
+71
SPACING (12 LF)
Y/Y RPM'S @ 40'
6" DBL. YELLOW W/
6" WHITE
@ 40' SPACING (11 LF)
6" YELLOW W/ Y/Y RPM'S
@ 40' SPACING (27 LF)
6" DBL. YELLOW W/ Y/Y RPM'S
6" WHITE
+57
W/R RPM'S @
6" WHITE W/
+18
37' RT
+13
37' RT
+36
31.5' LT
+16
25.4' LT
+11 31.5' LT
+01
15.6' RT
+11
18.5' RT
+17
'R
R
'R
'R
PROP. TWA
(2-4 SKIP)
6" YELLOW
PROP. TWA
6" WHITE
EXIST. R/W
PROP. TWA
PROP. R/W
PROP. TWA
PROP. R/W
EXIST. R/W
24" PREFORMED WHITE (TYP.)
WHITE (TYP.)
24" PREFORMED
PROP. TWA
+39
18.5' (RT)
+82
+97
WHITE (TYP.)
24" PREFORMED
24" WHITE
20' SPACING
W/R RPM'S @
6" WHITE W/
(2-4 SKIP)
6" YELLOW
+11
38.6' (RT)
+42
+41
+48
45.5' (LT)
+46
(TYP. PER 711-001)
DIRECTIONAL ARROWS
EJB
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
TEL
GAS
SAN
N
1"
R
K
IN
G P
L A
N
IN
G A
N D P
A V
E M
E
R O
V E
M E
N T P
R O J E
C T
O L
IV
E R
O A
D S
T R
E
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
C
P
O R
L
D D
A c t iv e -0 -0
-0 s ig n in g P
L A
N S
P .d g n p d o r s e y
N U
M B
E R
R E
V
IS
IO
N S
D R
A W
N B
Y
D A
T E
A P P
R O
V E
D B
Y
D A
T E
F
IE
L D B
O O
K P
A G
E S
D E
S
IG
N E
D B
Y
C H
E C
K E
D
B
Y
P R
O J E
C T M
A N
A G
E R
D
IS
T R
IC
T
SHEET
S
W
M O
F F
A T
T N
IC
H O
L
E S
C A
M B
IA
C
O U
N T
Y F
L O
R
ID
A
A W
A W
K A
S E
V
IL
L E T
O W
E R S
O U
T H P
A L
A F
O X P
L A
C E F
L O
O R P
E N
S A
C O
L A F
L O
R
ID
A
:0
:0
P
M
M
IC
H A
E L S
E G
A R
S P
H O
N E N
U M
B E
R
(8 -3
A L
E X
A N
D E
R J
W E
L F
L E
E N
G
IN
E E
R O
F R
E C
O R
D
S E
C T
IO
N T
O W
N S
H
IP
R
A N
G E
R E
G F
L A E
N G
N O
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
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
S-5
STOP
0700 1500
209+32.00
STOP
0700 1500
208+86.00
Olive Rd E
H e ir lo o m
D r
0700 1500
209+36.00
H e ir lo o m
D r
Olive Rd E
0700 1500
208+75.00
206+54.00
Existing to Remain
0700 1500
208+97.00
D E A D E
N D
0700 1111
212+40.00
STOP
30"x30"
R1-1
207 208 209 210 211 212
¡ CONST. OLIVE RD.
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
H E I R
L O
H E I R
L O
6" WHITE
6" WHITE
W/R RPM'S @ 20' SPACING
6" WHITE W/
W/R RPM'S @ 20' SPACING
6" WHITE W/
6" WHITE
6" WHITE
24" PREFORMED WHITE (TYP.)
24" WHITE
24" WHITE
12" WHITE
12" WHITE
+16
+36
+86
+06
+78
+46
+76
+76
+99
+22
+41
+61
+47
+24
+44
+94
+14
+09
+54BLUE RPM
@ 20' SPACING
6" WHITE W/ W/R RPM'S
RPM'S @ 40' SPACING
6" DBL. YELLOW W/ Y/Y
RPM'S @ 20' SPACING
6" WHITE W/ W/R
EXIST. R/W
PROP. TWA
EXIST. R/W
24" PREFORMED WHITE (TYP.)
EXIST. R/W
PROP. TWA
EXIST. R/W
PROP. TWA
DIRECTIONAL ARROWS (TYP. PER 711-001)
WATER
WATER
WATER
WATER
WATER
TEL
TEL
SAN
SAN
GAS
GAS
WATER
WATER
N
1"
STOP
0700 1500
214+88.00
STOP
0700 1500
217+65.00
Olive Rd E
E l
E s tr e c h o
D r
0700 1500
214+90.00
0700 1500
BUS STOP SIGN
RELOCATE EXIST.
214+95.00
O N
L Y
L A
N E
C E
N T
E R
R3-9B
24"x36"
B E
G
IN
R3-9CP
24"x12"
0700 1111
216+10.00
O N
L Y
L A
N E
C E
N T
E R
R3-9B
24"x36"
E N
D
R3-9DP
24"x12"
0700 1111
217+15.00
W11-2
30"x30"
0700 1111
212+90.00
A H
E A
D
W16-9P
24"x12"
213 214 215 216 217 218P
A
.8
¡ CONST. OLIVE RD.
10'
Y/Y RPM'S @ 40' SPACING
6" YELLOW (10'-30' SKIP) W/
Y/Y RPM'S @ 40' SPACING
6" YELLOW W/
D R
E L
E
S T
R E
C
18" YELLOW @ 20' SPACING
Y/Y RPM'S @ 20' SPACING
6" DBL. YELLOW W/
Y/Y RPM'S @ 10' SPACING
6" DBL. YELLOW W/
18" YELLOW @ 10' SPACING
Y/Y RPM'S @ 10' SPACING
6" DBL. YELLOW W/
18" YELLOW @ 10' SPACING
6" WHITE
W/R RPM'S @ 20' SPACING
6" WHITE W/
6" WHITE
6" WHITE
6" WHITE
6" WHITE
12" WHITE
12" WHITE
12" WHITE
24" WHITE
24" WHITE
24" WHITE
12" WHITE
5.5'R
5.5' R 5.5'R
+27
+96
+70
+09
+50
+90
+80
+11BLUE RPM
+07
+11
+69
PAVEMENT MARKING DETAIL, SHEET S-4
SEE ABOVE GROUND OBSTRUCTION
@ 40' SPACING (18 LF)
6" DBL. YELLOW W/ Y/Y RPM'S
PER FDOT STANDARD PLAN 706-001
***PLACE DURABLE PAINT AND RPM'S
0704 1 4 2 EA
THIS SHEET
WHITE (TYP.)
24" PREFORMED
PROP. TWA
EXIST. R/W
PROP. R/W
PROP. TWA
WHITE (TYP.)
24" PREFORMED
24" PREFORMED WHITE (TYP.)
WHITE (TYP.)
24" PREFORMED
EXIST. R/W
PROP. TWA
PROP. TWA
PROP. TWA
PROP. TWA
PROP. TWA
6" WHITE
(TYP. PER 711-001)
DIRECTIONAL ARROWS
EJB
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
GAS
GAS
N
1"
R
K
IN
G P
L A
N
IN
G A
N D P
A V
E M
E
R O
V E
M E
N T P
R O J E
C T
O L
IV
E R
O A
D S
T R
E
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
C
P
O R
L
D D
A c t iv e -0 -0
-0 s ig n in g P
L A
N S
P .d g n p d o r s e y
N U
M B
E R
R E
V
IS
IO
N S
D R
A W
N B
Y
D A
T E
A P P
R O
V E
D B
Y
D A
T E
F
IE
L D B
O O
K P
A G
E S
D E
S
IG
N E
D B
Y
C H
E C
K E
D
B
Y
P R
O J E
C T M
A N
A G
E R
D
IS
T R
IC
T
SHEET
S
W
M O
F F
A T
T N
IC
H O
L
E S
C A
M B
IA
C
O U
N T
Y F
L O
R
ID
A
A W
A W
K A
S E
V
IL
L E T
O W
E R S
O U
T H P
A L
A F
O X P
L A
C E F
L O
O R P
E N
S A
C O
L A F
L O
R
ID
A
:0
:0
P
M
M
IC
H A
E L S
E G
A R
S P
H O
N E N
U M
B E
R
(8 -3
A L
E X
A N
D E
R J
W E
L F
L E
E N
G
IN
E E
R O
F R
E C
O R
D
S E
C T
IO
N T
O W
N S
H
IP
R
A N
G E
R E
G F
L A E
N G
N O
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
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
S-6
0700 1500
221+88.00
Olive Rd E
Ir a
D r
Existing to Remain
W11-2
30"x30"
0700 1111
218+25.00
A H
E A
D
W16-9P
24"x12"
STOP
Existing to Remain
219 220 221 222 223
¡ CONST. OLIVE RD.
I
Y/Y RPM'S @ 40' SPACING
6" YELLOW (10'-30' SKIP) W/
Y/Y RPM'S @ 40' SPACING
6" YELLOW W/
6" WHITE
6" WHITE
6" WHITE
24" PREFORMED WHITE
+49
+99
+74
+10
+28
+84
+02
PAVEMENT MARKING DETAIL, SHEET S-4
SEE ABOVE GROUND OBSTRUCTION
PROP. TWA
EXIST. R/W
PROP. TWA
EXIST. R/W
MARKING DETAIL, SHEET S-4
SEE ABOVE GROUND OBSTRUCTION PAVEMENT
24" WHITE
12" WHITE
24" PREFORMED WHITE (TYP.)
PROP. TWA
6" WHITE
DIRECTIONAL ARROWS (TYP. PER 711-001)
WATER
WATER
WATER
WATER
WATER
WATER WATER
WATER WATER
WATER
TEL
TEL
TEL TEL
GAS
N
1"
STOP
0700 1500
224+43.00
STOP
Existing to Remain
Olive Rd E
H il lb u r n
R d
Existing to Remain
0700 1500
BUS STOP SIGN
RELOCATE EXIST.
225+30.00
224 225 226 227 228 229
¡ CONST. OLIVE RD.
Y/Y RPM'S @ 40' SPACING
6" YELLOW (10'-30' SKIP) W/
R D
H I L L
B U
6" YELLOW W/
6" WHITE
6" WHITE
6" WHITE
24" PREFORMED WHITE (TYP.)
BLUE RPM
+68
@ 40' SPACING (3 LF)
6" DBL. YELLOW W/ Y/Y RPM'S
EXIST. R/W
PROP. TWA
EXIST. R/W PROP. TWA
PROP. TWA
PROP. TWA
PROP. TWA
PAVEMENT MARKING DETAIL, SHEET S-4
SEE ABOVE GROUND OBSTRUCTION
(TYP. PER 711-001)
DIRECTIONAL ARROWS
WATER
WATER
WATER
WATER
WATER
WATER
WATERWATER
WATER
WATER
WATER
TEL
N
1"
R
K
IN
G P
L A
N
IN
G A
N D P
A V
E M
E
R O
V E
M E
N T P
R O J E
C T
O L
IV
E R
O A
D S
T R
E
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
C
P
O R
L
D D
A c t iv e -0 -0
-0 s ig n in g P
L A
N S
P .d g n p d o r s e y
N U
M B
E R
R E
V
IS
IO
N S
D R
A W
N B
Y
D A
T E
A P P
R O
V E
D B
Y
D A
T E
F
IE
L D B
O O
K P
A G
E S
D E
S
IG
N E
D B
Y
C H
E C
K E
D
B
Y
P R
O J E
C T M
A N
A G
E R
D
IS
T R
IC
T
SHEET
S
W
M O
F F
A T
T N
IC
H O
L
E S
C A
M B
IA
C
O U
N T
Y F
L O
R
ID
A
A W
A W
K A
S E
V
IL
L E T
O W
E R S
O U
T H P
A L
A F
O X P
L A
C E F
L O
O R P
E N
S A
C O
L A F
L O
R
ID
A
:0
:0
P
M
M
IC
H A
E L S
E G
A R
S P
H O
N E N
U M
B E
R
(8 -3
A L
E X
A N
D E
R J
W E
L F
L E
E N
G
IN
E E
R O
F R
E C
O R
D
S E
C T
IO
N T
O W
N S
H
IP
R
A N
G E
R E
G F
L A E
N G
N O
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
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
S-7
Existing to Remain
L
IM
IT
S P
E E
D
E r n e s ti n e
R d
Olive Rd E
0700 1500
233+85.00
O N
L Y
L A
N E
C E
N T
E R
R3-9B
24"x36"
0700 1111
230+40.00 0700 1600
232+51.00
L
IM
IT
S P
E E
D
R2-1
24"x30"
0700 1111
232+50.00
230 231 232 233 234 235P
A
.7
¡ CONST. OLIVE RD.
Y/Y RPM'S @ 40' SPACING
6" YELLOW (10'-30' SKIP) W/
E R
N E
S T I
Y/Y RPM'S @ 40' SPACING
6" YELLOW W/
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
18" YELLOW @ 10' SPACING
Y/Y RPM'S @ 10' SPACING
6" DBL. YELLOW W/
6" WHITE
6" WHITE
W/R RPM'S @ 20' SPACING
6" WHITE W/
W/R RPM'S @ 20' SPACING
6" WHITE W/
6" WHITE
+69
+19
+64
+46
+35
+10
(TYP.)
24" PREFORMED WHITE
PROP. TWA
PROP. TWA
PROP. TWA
EXIST. R/W
PROP. TWA
EXIST. R/W
PAVEMENT MARKING DETAIL, SHEET S-4
SEE ABOVE GROUND OBSTRUCTION
PROP. TWA
PROP. TWA
EXIST. R/W
PROP. TWA
DIRECTIONAL ARROWS (TYP. PER 711-001)
WATER
WATER
WATER
WATER
WATER
WATER WATER
WATER
TEL
GAS
N
1"
STOP
Existing to Remain
S P E E D
A H E A D
REDUCE
0700 1600
238+97.00
M O T O
R
N O
V E H
IC
L E S
R5-3
24"x24"
0700 1111
236+65.00
M O T O
R
N O
V E H
IC
L E S
R5-3
24"x24"
0700 1111
237+95.00
237+40.00
36"x30"
0700 1111
SIGN1
36"x30"
0700 1111
SIGN1
237+48.00
NOTE: PLACE SIGN AT BEGINNING OF TURN LANE
NOTE: PLACE SIGN AT BEGINNING OF TURN LANE
235 236 237 238 239 240
¡ CONST. OLIVE RD.
10'
10'
W H I T
M I
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
6" WHITE
6" WHITE
W/R RPM'S @ 20' SPACING
6" WHITE W/
6" WHITE
6" WHITE
24" WHITE
24" WHITE
+87
R
W H I T
M I
W/R RPM'S @ 20' SPACING
6" WHITE W/
WHITE (TYP.)
24" PREFORMED
16.5' LT
+93
18.5' RT
+00
18.5' RT
+72
15.9' RT
+76
16.5' LT
+04
16.6' RT
+90
16.5' LT
+21
R
'R
R
50'R
EXIST. R/W
PROP. TWA
PROP. TWA
EXIST. R/W
PROP. TWA
24" WHITE
EXIST. R/W
PROP. TWA
6" YELLOW (2-4 SKIP)
TIE INTO EXIST.
EXIST. R/W
PROP. TWA
PROP. TWA
46' RT
+83
15.2' LT
+02 16.5' LT
+36
+45
+08
+35
(2-4 SKIP)
6" YELLOW
(2-4 SKIP)
6" YELLOW
+45
6" DBL. YELLOW W/ Y/Y RPM'S @ 40' SPACING (11 LF)
RPM'S @ 20' SPACING
6" WHITE W/ W/R
46' RT
+58
(TYP. PER 711-001)
DIRECTIONAL ARROWS
WATER
WATER
WATER
WATER
WATER
WATER
TEL
TEL
GASGASGAS
N
1"
R
K
IN
G P
L A
N
IN
G A
N D P
A V
E M
E
R O
V E
M E
N T P
R O J E
C T
O L
IV
E R
O A
D S
T R
E
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
C
P
O R
L
D D
A c t iv e -0 -0
-0 s ig n in g P
L A
N S
P .d g n p d o r s e y
N U
M B
E R
R E
V
IS
IO
N S
D R
A W
N B
Y
D A
T E
A P P
R O
V E
D B
Y
D A
T E
F
IE
L D B
O O
K P
A G
E S
D E
S
IG
N E
D B
Y
C H
E C
K E
D
B
Y
P R
O J E
C T M
A N
A G
E R
D
IS
T R
IC
T
SHEET
S
W
M O
F F
A T
T N
IC
H O
L
E S
C A
M B
IA
C
O U
N T
Y F
L O
R
ID
A
A W
A W
K A
S E
V
IL
L E T
O W
E R S
O U
T H P
A L
A F
O X P
L A
C E F
L O
O R P
E N
S A
C O
L A F
L O
R
ID
A
:0
:0
P
M
M
IC
H A
E L S
E G
A R
S P
H O
N E N
U M
B E
R
(8 -3
A L
E X
A N
D E
R J
W E
L F
L E
E N
G
IN
E E
R O
F R
E C
O R
D
S E
C T
IO
N T
O W
N S
H
IP
R
A N
G E
R E
G F
L A E
N G
N O
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
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
S-8
STOP
0700 1500
244+95.00
STOP
0700 1500
245+81.00
STOP
Existing to Remain
L
IM
IT
S P
E E
D
L
IM
IT
S P
E E
D
0700 1500
241+45.00
O N
L Y
L A
N E
C E
N T
E R
R3-9B
24"x36"
0700 1111
243+50.00
0700 1600
242+37.00
L
IM
IT
S P
E E
D
R2-1
24"x30"
0700 1111
242+40.00
M O T O
R
N O
V E H
IC
L E S
R5-3
24"x24"
0700 1111
245+83.00
E N
D
B
IK
E
L
A N
E
R3-17
24"x18"
R3-9DP
24"x12"
0700 1111
245+65.00
241 242 243 244 245 246
¡ CONST. OLIVE RD.
'1
Y/Y RPM'S @ 40' SPACING
6" YELLOW (10'-30' SKIP) W/
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
Y/Y RPM'S @ 40' SPACING
6" YELLOW W/
18" YELLOW @ 10' SPACING
Y/Y RPM'S @ 10' SPACING
6" DBL. YELLOW W/
6" WHITE
W/R RPM'S @ 20' SPACING
6" WHITE W/
6" WHITE
6" WHITE
6" WHITE
W/R RPM'S @ 20' SPACING
6" WHITE W/
18" WHITE @ 20' SPACING
18" WHITE @ 20' SPACING
6" WHITE W/ W/R RPM'S @ 20' SPACING
24" PREFORMED WHITE (TYP.)
24" WHITE
+28
+48
+98
+08
+97
+98
+89
PROP. TWA
PROP. TWA
EXIST. R/W
24" WHITE
6" WHITE
24" PREFORMED WHITE (TYP.)
PROP. TWA
EXIST. R/W
PROP. TWA
(TYP. PER 711-001)
DIRECTIONAL ARROWS
WATER WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATERWATER
WATER
WATER
WATER
TEL TEL
N
1"
STOP
Existing to Remain
O N
L Y
L A
N E
C E
N T
E R
E N
D
Existing to Remain
O N
L Y
L A
N E
C E
N T
E R
B E
G
IN
Existing to Remain
O N
L Y
L A
N E
C E
N T
E R
0700 1600
251+43.03
N O
P A
R K
IN
G
T
IM
E
A N
Y
Existing to Remain
SIGN TO REMAIN
EXIST. PARKING
H
IG
H W
A Y
E N
T E
R
IN
G
U C
245+83.00
B
IK
E L
A N E
B E
G
IN
R3-17
24"x18"
R3-9CP
24"x12"
0700 1111
246+35.00
247 248 249 250 251
PI STA. = 254+05.66
T = 242.11
L = 482.43
R = 2,291.83
PC STA. = 251+63.56
PT STA. = 256+45.98
CURVE DATA C107
C107
A
.1
P C
S
T A
.5
¡ CONST. OLIVE RD.
Y/Y RPM'S @ 40' SPACING
6" YELLOW (10'-30' SKIP) W/
Y/Y RPM'S @ 40' SPACING
6" YELLOW W/ Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
18" YELLOW @ 10' SPACING
18" WHITE @ 20' SPACING
18" WHITE @ 20' SPACING
Y/Y RPM'S @ 10' SPACING
6" DBL. YELLOW W/
W/R RPM'S @ 20' SPACING
6" WHITE W/
W/R RPM'S @ 20' SPACING
6" WHITE W/
6" WHITE
6" WHITE
6" WHITE (2'-4' SKIP)
W/R RPM'S @ 40' SPACING
6" WHITE (10'-30' SKIP) W/
+59
+56
+29
+47
+15
+79
+51
+68
BLUE RPM BLUE RPM
WARNING: GAS MAIN IN AREAS OF CONSTRUCTION
RPM'S @ 20' SPACING
6" WHITE W/ W/R
+03
PROP. TWA
EXIST. R/W
6" WHITE
(TYP. PER 711-001)
DIRECTIONAL ARROWS
WATER
WATER
WATER WATER
WATER
WATER
WATER
TEL TEL
TEL
TEL
TEL TEL
TELTEL
N
1"
R
K
IN
G P
L A
N
IN
G A
N D P
A V
E M
E
R O
V E
M E
N T P
R O J E
C T
O L
IV
E R
O A
D S
T R
E
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
C
P
O R
L
D D
A c t iv e -0 -0
-0 s ig n in g P
L A
N S
P .d g n p d o r s e y
N U
M B
E R
R E
V
IS
IO
N S
D R
A W
N B
Y
D A
T E
A P P
R O
V E
D B
Y
D A
T E
F
IE
L D B
O O
K P
A G
E S
D E
S
IG
N E
D B
Y
C H
E C
K E
D
B
Y
P R
O J E
C T M
A N
A G
E R
D
IS
T R
IC
T
SHEET
S
W
M O
F F
A T
T N
IC
H O
L
E S
C A
M B
IA
C
O U
N T
Y F
L O
R
ID
A
A W
A W
K A
S E
V
IL
L E T
O W
E R S
O U
T H P
A L
A F
O X P
L A
C E F
L O
O R P
E N
S A
C O
L A F
L O
R
ID
A
:0
:0
P
M
M
IC
H A
E L S
E G
A R
S P
H O
N E N
U M
B E
R
(8 -3
A L
E X
A N
D E
R J
W E
L F
L E
E N
G
IN
E E
R O
F R
E C
O R
D
S E
C T
IO
N T
O W
N S
H
IP
R
A N
G E
R E
G F
L A E
N G
N O
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
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
S-9
PA
R
KI
N G
T
IM
E A
N Y
Existing to Remain
PI STA. = 254+05.66
T = 242.11
L = 482.43
R = 2,291.83
PC STA. = 251+63.56
PT STA. = 256+45.98
PI STA. = 258+99.37
T = 253.39
L = 504.73
R = 2,291.83
PC STA. = 256+45.98
PT STA. = 261+50.72
254 255
CURVE DATA C107 CURVE DATA C108
C107
C108
P R
C
S
T A
.9
S .R
D A
V
W
Y
S .R
D A
V
W
Y
¡ CONST. OLIVE RD.
WARNING: GAS MAIN IN AREAS OF CONSTRUCTION
EXIST. R/W
EXIST. R/W
FDOT PROJECT MANAGER: RICKY DODD (850) 845-0330
& RESURFACING LIMITS OF FDOT PROJCT FPID:453332-1-52-01.
NOTE: MATCH END STRIPING LIMITS & ALIGNMENT WITH MILLING
W/R RPM'S @ 40' SPACING
6" WHITE (10'-30' SKIP) W/
6" WHITE
Y/Y RPM'S @ 40' SPACING
6" DBL. YELLOW W/
W/R RPM'S @ 20' SPACING
6" WHITE W/
¡ CONST OLIVE ROAD
STA. 252+06.95
PAVEMENT MARKINGS
END SIGNING &
END PROJECT
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER WATER
WATER
GAS
GAS
GAS
N
1"
R
K
IN
G P
L A
N
IN
G A
N D P
A V
E M
E
R O
V E
M E
N T P
R O J E
C T
O L
IV
E R
O A
D S
T R
E
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
C
P
O R
L
D D
A c t iv e -0 -0
-0 s ig n in g P
L A
N S
P .d g n p d o r s e y
N U
M B
E R
R E
V
IS
IO
N S
D R
A W
N B
Y
D A
T E
A P P
R O
V E
D B
Y
D A
T E
F
IE
L D B
O O
K P
A G
E S
D E
S
IG
N E
D B
Y
C H
E C
K E
D
B
Y
P R
O J E
C T M
A N
A G
E R
D
IS
T R
IC
T
SHEET
S
W
M O
F F
A T
T N
IC
H O
L
E S
C A
M B
IA
C
O U
N T
Y F
L O
R
ID
A
A W
A W
K A
S E
V
IL
L E T
O W
E R S
O U
T H P
A L
A F
O X P
L A
C E F
L O
O R P
E N
S A
C O
L A F
L O
R
ID
A
:0
:1
P
M
M
IC
H A
E L S
E G
A R
S P
H O
N E N
U M
B E
R
(8 -3
A L
E X
A N
D E
R J
W E
L F
L E
E N
G
IN
E E
R O
F R
E C
O R
D
S E
C T
IO
N T
O W
N S
H
IP
R
A N
G E
R E
G F
L A E
N G
N O
M A
T C
H L I N
E
S
T A
.0
S-10
R O
V E
M E
N T P
R O J E
C T
O L
IV
E R
O A
D S
T R
E
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
C
P
O R
L
D D
A c t iv e -0 -0
-0 s ig n in g
G S
W K
S P 1.
d g n p d o r s e y
N U
M B
E R
R E
V
IS
IO
N S
D R
A W
N B
Y
D A
T E
A P P
R O
V E
D B
Y
D A
T E
F
IE
L D B
O O
K P
A G
E S
D E
S
IG
N E
D B
Y
C H
E C
K E
D
B
Y
P R
O J E
C T M
A N
A G
E R
D
IS
T R
IC
T
SHEET
S
W
M O
F F
A T
T N
IC
H O
L
E S
C A
M B
IA
C
O U
N T
Y F
L O
R
ID
A
A W
A W
K A
S E
V
IL
L E T
O W
E R S
O U
T H P
A L
A F
O X P
L A
C E F
L O
O R P
E N
S A
C O
L A F
L O
R
ID
A
:0
:1
P
M
M
IC
H A
E L S
E G
A R
S P
H O
N E N
U M
B E
R
(8 -3
A L
E X
A N
D E
R J
W E
L F
L E
E N
G
IN
E E
R O
F R
E C
O R
D
S E
C T
IO
N T
O W
N S
H
IP
R
A N
G E
R E
G F
L A E
N G
N O
SIGN1 2
36" 0.63"
30" 1.13"
Black Black
White
O
20.43
N
24.14
L
27.81
Y
30.54
L
13.57
AR_RIGHT_ONLY 21.43 7.5 12.07 150
AR_THRU_LEFT 2 3.5 16 230
NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY
SPACE
COPY COPY
COPY
SPACE
SPACE
COPY
SPACE
SPACE
COPY
SPACE
COPY
COPY
SPACE
NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE
COPY
COPY
SPACE
SPACE
COPY
SPACE
SPACE
COPY
SPACE
COPY
COPY
SPACE
SIGN NAME
COLUMN SIZE
QTY
WIDTH
HEIGHT
LEGEND
COLOR
WIDTH
RADII
COLOR
PANEL BORDER
SYMBOL(S) ANGLE X Y
STATION(S)
NO.
SIGN
WID HT
NO.
SIGN
LENGTH
AVERAGE
CLEARANCE
LANE
EDGE OF
POSTS
NO. OF
QTY
WIDTH
HEIGHT
LEGEND
COLOR
WIDTH
RADII
COLOR
SIGN
WID HT
NO.
SIGN
LENGTH
AVERAGE
CLEARANCE
LANE
EDGE OF
QTY
WIDTH
HEIGHT
LEGEND
COLOR
WIDTH
RADII
COLOR
SIGN
WID HT
NO.
SIGN
LENGTH
AVERAGE
CLEARANCE
LANE
EDGE OF
QTY
WIDTH
HEIGHT
LEGEND
COLOR
WIDTH
RADII
COLOR
SIGN
WID HT
NO.
SIGN
LENGTH
AVERAGE
CLEARANCE
LANE
EDGE OF
POSTS
NO. OF
2 32 2
36"
.5
.5
.5
.5
Panel Style: regulatory.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.13"
TH=0.63"
IN=0.38"
G
ID
E S
IG
N W
O R
K S
H E
S-11
1 237+40.00
237+48.002
THIS SECTION LEFT BLANK INTENTIONALLY THIS SECTION LEFT BLANK INTENTIONALLY
THIS SECTION LEFT BLANK INTENTIONALLY
| 2026-05-05T10:28:34-0400 | |
| Alexander J Welfle |
File details come from the government source that posted it. Updated .