PENNA STRIPING DETAILS FOR - Pennsylvania Turnpike...4" SOLID WHITE 4" SOLID YELLOW EDGE...
40
RECOMMENDED: APPROVED: ASSISTANT CHIEF ENGINEER - DESIGN CHIEF ENGINEER TURN PIKE PENNA DATE: OF PENNSYLVANIA TURNPIKE COMMISSION STANDARD DRAWING DRAWING TYPE: FILE NAME: SHEET CONSTRUCTION AND MAINTENANCE STRIPING DETAILS FOR ACCELERATION RAMP AND RECESSED REFLECTIVE PAVEMENT MARKER (RRPM) DETAIL DECMBER 2019 PTS-980 1 40 PTS-980-1.dwg 5A DECEMBER 30, 2019 DECEMBER 31, 2019
PENNA STRIPING DETAILS FOR - Pennsylvania Turnpike...4" SOLID WHITE 4" SOLID YELLOW EDGE OF PAVED 4" SOLID WHITE 4" SOLID WHITE 4" BROKEN LANE LINE 2' TEMPORARY AUXILIARY SHOULDER
ACCELERATION RAMP AND RECESSEDREFLECTIVE PAVEMENT MARKER (RRPM) DETAIL
DECMBER 2019 PTS-980
1 40PTS-980-1.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
SHOULDER CROSSHATCHING FOR EXTRA WIDE SHOULDERS (>18')
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TEMPORARY TRAFFIC LINES WITH ACCELERATION RAMP
AutoCAD SHX Text
4" SOLID WHITE
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4" SOLID YELLOW
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EDGE OF PAVED
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" SOLID WHITE
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24" (TYP.)
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45°
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45°
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4" BROKEN LANE LINE
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2'
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TEMPORARY BROKEN LANE LINE
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TEMPORARY AUXILIARY
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LANE LINE
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SHOULDER
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4" WIDTH
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4" WIDTH
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TRAFFIC
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MIN. 6" RADIUS
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SAWCUT
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0.65" MAX.
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PAVEMENT SURFACE
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4"
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41 3/4"
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INSTALLATION OF RECESSED REFLECTIVE PAVEMENT MARKERS
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TRAFFIC
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TRAFFIC
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RETRO-REFLECTOR
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RETRO-REFLECTOR
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12"
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0.65" MAX.
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80' C. TO C.
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1/16" MAX.
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NOTES:
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1.
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2.
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RETRO-REFLECTOR (COMMISSION APPROVED) IS 2 1/4" WIDE.
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KEEP RETRO-REFLECTOR AT THE FAR RIGHT OF THE 12" AREA.
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3.
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WIDTH OF CUT IS EQUAL TO WIDTH OF RETRO-REFLECTOR PLUS 1/8".
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4.
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ATTACH RETRO-REFLECTOR TO ROAD SURFACE WITH MANUFACTURER
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APPROVED EPOXY ADHESIVE.
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10'
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10'
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13'
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100' MIN.
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30'
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96'
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96'
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2'
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*
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*
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4" AUXILIARY LANE LINE
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50'
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4" SOLID WHITE
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PERMANENT TRAFFIC LINES WITH ACCELERATION RAMP
AutoCAD SHX Text
8" SOLID WHITE
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6" SOLID YELLOW
AutoCAD SHX Text
EDGE OF PAVED
AutoCAD SHX Text
TO PHYSICAL GORE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
PAINT GORE SOLID WHITE UNTIL WIDTH REACHES 4'
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45°
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8" SOLID WHITE
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
6" BROKEN LANE LINE
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
24" (TYP.)
AutoCAD SHX Text
100' MIN.
AutoCAD SHX Text
2 SPA. AT 32'
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SPA. AT 16'
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8" AUXILIARY LANE LINE
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50'
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4'
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3'
AutoCAD SHX Text
PERMANENT BROKEN LANE LINE
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PERMANENT AUXILIARY
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LANE LINE
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6" WIDTH
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8" WIDTH
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15'
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15'
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12'
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25'
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3'
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GORE STRIPING DETAILS
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END AUXILIARY LANE AT BEGINING OF TAPER
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END AUXILIARY LANE AT BEGINING OF TAPER
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCESTRIPING DETAILS FOR DECELERATION RAMP
DECEMBER 2019 PTS-980
2 40PTS-980-2.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
PERMANENT TRAFFIC LINES WITH DECELERATION RAMP
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID YELLOW
AutoCAD SHX Text
TO PHYSICAL GORE
AutoCAD SHX Text
4'
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45°
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
24" (TYP.)
AutoCAD SHX Text
PAINT GORE SOLID WHITE UNTIL WIDTH REACHES 4'
AutoCAD SHX Text
EDGE OF PAVED
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
6" BROKEN LANE LINE
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
2 SPA. AT 32'
AutoCAD SHX Text
100' MIN.
AutoCAD SHX Text
8" AUXILIARY LANE LINE
AutoCAD SHX Text
SPA. AT 16'
AutoCAD SHX Text
TEMPORARY TRAFFIC LINES WITH DECELERATION RAMP
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" SOLID YELLOW
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
GORE STRIPING DETAILS
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" BROKEN LANE LINE
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100' MIN.
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4" AUXILIARY LANE LINE
AutoCAD SHX Text
2'
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TEMPORARY BROKEN LANE LINE
AutoCAD SHX Text
TEMPORARY AUXILIARY
AutoCAD SHX Text
LANE LINE
AutoCAD SHX Text
4" WIDTH
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4" WIDTH
AutoCAD SHX Text
10'
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10'
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13'
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30'
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2'
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3'
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PERMANENT BROKEN LANE LINE
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PERMANENT AUXILIARY
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LANE LINE
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6" WIDTH
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8" WIDTH
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15'
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15'
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12'
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25'
AutoCAD SHX Text
3'
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BEGIN AUXILIARY LANE AT END OF TAPER
AutoCAD SHX Text
BEGIN AUXILIARY LANE AT END OF TAPER
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCESTRIPING DETAILS FOR
TWO LANE ACCELERATION RAMPWITH ADDED LANE
DECEMBER 2019 PTS-980
3 40PTS-980-3.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
TEMPORARY TRAFFIC LINES WITH 2-LANE ACCELERATION RAMP WITH ADDED LANE
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" SOLID YELLOW
AutoCAD SHX Text
EDGE OF PAVED
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4" SOLID WHITE
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" BROKEN LANE LINE
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
100' MIN.
AutoCAD SHX Text
4"AUXILIARY LANE LINE
AutoCAD SHX Text
50'
AutoCAD SHX Text
3'
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PERMANENT BROKEN LANE LINE
AutoCAD SHX Text
PERMANENT AUXILIARY
AutoCAD SHX Text
LANE LINE
AutoCAD SHX Text
6" WIDTH
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8" WIDTH
AutoCAD SHX Text
15'
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15'
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12'
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25'
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3'
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NOTES:
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1.
AutoCAD SHX Text
2.
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THE REPRESENTATIVE WILL APPROVE THE EXACT LOCATIONS OF THE
AutoCAD SHX Text
PAVEMENT MARKINGS PRIOR TO INSTALLATION.
AutoCAD SHX Text
ALL GORE AND SHOULDER CROSSHATCHING ARE WHITE.
AutoCAD SHX Text
GORE STRIPING DETAILS
AutoCAD SHX Text
4" BROKEN LANE LINE
AutoCAD SHX Text
PERMANENT TRAFFIC LINES WITH 2-LANE ACCELERATION RAMP WITH ADDED LANE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID YELLOW
AutoCAD SHX Text
EDGE OF PAVED
AutoCAD SHX Text
TO PHYSICAL GORE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
PAINT GORE SOLID WHITE UNTIL WIDTH REACHES 4'
AutoCAD SHX Text
45°
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
6" BROKEN LANE LINE
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
24" (TYP.)
AutoCAD SHX Text
100' MIN.
AutoCAD SHX Text
2 SPA. AT 32'
AutoCAD SHX Text
SPA. AT 16'
AutoCAD SHX Text
8"AUXILIARY LANE LINE
AutoCAD SHX Text
50'
AutoCAD SHX Text
4'
AutoCAD SHX Text
6" BROKEN LANE LINE
AutoCAD SHX Text
2'
AutoCAD SHX Text
TEMPORARY BROKEN LANE LINE
AutoCAD SHX Text
TEMPORARY AUXILIARY
AutoCAD SHX Text
LANE LINE
AutoCAD SHX Text
4" WIDTH
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4" WIDTH
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
13'
AutoCAD SHX Text
30'
AutoCAD SHX Text
2'
AutoCAD SHX Text
100'
AutoCAD SHX Text
100'
AutoCAD SHX Text
END AUXILIARY LANE AT END OF TAPER
AutoCAD SHX Text
END AUXILIARY LANE AT END OF TAPER
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCESTRIPING DETAILS FOR
TWO LANE DECELERATIONRAMP WITH LANE DROP
DECEMBER 2019 PTS-980
4 40PTS-980-4.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
PERMANENT TRAFFIC LINES WITH 2-LANE DECELERATION RAMP WITH LANE DROP
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID YELLOW
AutoCAD SHX Text
TO PHYSICAL GORE
AutoCAD SHX Text
4'
AutoCAD SHX Text
45°
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
24" (TYP.)
AutoCAD SHX Text
PAINT GORE SOLID WHITE UNTIL WIDTH REACHES 4'
AutoCAD SHX Text
EDGE OF PAVED
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
6" BROKEN LANE LINE
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
2 SPA. AT 32'
AutoCAD SHX Text
100' MIN.
AutoCAD SHX Text
8" AUXILIARY LANE LINE
AutoCAD SHX Text
SPA. AT 16'
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
THE REPRESENTATIVE WILL APPROVE THE EXACT LOCATIONS OF THE
AutoCAD SHX Text
PAVEMENT MARKINGS PRIOR TO INSTALLATION.
AutoCAD SHX Text
ALL GORE AND SHOULDER CROSSHATCHING ARE WHITE.
AutoCAD SHX Text
GORE STRIPING DETAILS
AutoCAD SHX Text
6" BROKEN LANE LINE
AutoCAD SHX Text
3'
AutoCAD SHX Text
PERMANENT BROKEN LANE LINE
AutoCAD SHX Text
PERMANENT AUXILIARY
AutoCAD SHX Text
LANE LINE
AutoCAD SHX Text
6" WIDTH
AutoCAD SHX Text
8" WIDTH
AutoCAD SHX Text
15'
AutoCAD SHX Text
15'
AutoCAD SHX Text
12'
AutoCAD SHX Text
25'
AutoCAD SHX Text
3'
AutoCAD SHX Text
2'
AutoCAD SHX Text
TEMPORARY BROKEN LANE LINE
AutoCAD SHX Text
TEMPORARY AUXILIARY
AutoCAD SHX Text
LANE LINE
AutoCAD SHX Text
4" WIDTH
AutoCAD SHX Text
4" WIDTH
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
13'
AutoCAD SHX Text
30'
AutoCAD SHX Text
2'
AutoCAD SHX Text
TEMPORARY TRAFFIC LINES WITH 2-LANE DECELERATION RAMP WITH LANE DROP
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" SOLID YELLOW
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" BROKEN LANE LINE
AutoCAD SHX Text
100' MIN.
AutoCAD SHX Text
4" AUXILIARY LANE LINE
AutoCAD SHX Text
BEGIN AUXILIARY LANE LINE AT 1 MILE EXIT SIGNAGE
AutoCAD SHX Text
BEGIN AUXILIARY LANE LINE AT 1 MILE EXIT SIGNAGE
AutoCAD SHX Text
100'
AutoCAD SHX Text
4" BROKEN LANE LINE
AutoCAD SHX Text
100'
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCESTRIPING DETAILS FOR
ADDED LANES
DECEMBER 2019 PTS-980
5 40PTS-980-5.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
END OF GORE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" BROKEN LANE LINE
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100' MIN.
AutoCAD SHX Text
6" BROKEN LANE LINE
AutoCAD SHX Text
PERMANENT TRAFFIC LINES WITH ADDED LANE
AutoCAD SHX Text
PERMANENT BROKEN LANE LINE
AutoCAD SHX Text
6" WIDTH
AutoCAD SHX Text
15'
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15'
AutoCAD SHX Text
25'
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TEMPORARY TRAFFIC LINES WITH ADDED LANE
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END OF GORE
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4" SOLID WHITE
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4" BROKEN LANE LINE
AutoCAD SHX Text
100' MIN.
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NOTES:
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1.
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2.
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THE REPRESENTATIVE WILL APPROVE THE EXACT LOCATIONS OF THE
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PAVEMENT MARKINGS PRIOR TO INSTALLATION.
AutoCAD SHX Text
ALL GORE AND SHOULDER CROSSHATCHING ARE WHITE.
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" SOLID YELLOW
AutoCAD SHX Text
50'
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4" SOLID WHITE
AutoCAD SHX Text
EDGE OF PAVED
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
TEMPORARY BROKEN LANE LINE
AutoCAD SHX Text
4" WIDTH
AutoCAD SHX Text
10'
AutoCAD SHX Text
10'
AutoCAD SHX Text
30'
AutoCAD SHX Text
4" BROKEN LANE LINE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID YELLOW
AutoCAD SHX Text
50'
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
45°
AutoCAD SHX Text
EDGE OF PAVED
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
24" (TYP.)
AutoCAD SHX Text
TO PHYSICAL GORE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
2 SPA. AT 32'
AutoCAD SHX Text
SPA. AT 16'
AutoCAD SHX Text
4'
AutoCAD SHX Text
PAINT GORE SOLID WHITE UNTIL GORE REACHES 4'
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCESTRIPING DETAILS FOR
ADDED LANES
DECEMBER 2019 PTS-980
6 40PTS-980-6.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
NOTES:
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1.
AutoCAD SHX Text
2.
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THE REPRESENTATIVE WILL APPROVE THE EXACT LOCATIONS OF THE
AutoCAD SHX Text
PAVEMENT MARKINGS PRIOR TO INSTALLATION.
AutoCAD SHX Text
ALL GORE AND SHOULDER CROSSHATCHING ARE WHITE.
AutoCAD SHX Text
PERMANENT TRAFFIC LINES WITH LANE DROP
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
6" SOLID YELLOW
AutoCAD SHX Text
TO PHYSICAL GORE
AutoCAD SHX Text
4'
AutoCAD SHX Text
45°
AutoCAD SHX Text
6" SOLID WHITE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
24" (TYP.)
AutoCAD SHX Text
PAINT GORE SOLID WHITE UNTIL WIDTH REACHES 4'
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EDGE OF PAVED
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8" SOLID WHITE
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6" SOLID WHITE
AutoCAD SHX Text
6" BROKEN LANE LINE
AutoCAD SHX Text
3'
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PERMANENT
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AUXILIARY
AutoCAD SHX Text
SHOULDER
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LANE LINE
AutoCAD SHX Text
12'
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2 SPA. AT 32'
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100' MIN.
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3'
AutoCAD SHX Text
8" AUXILIARY LANE LINE
AutoCAD SHX Text
SPA. AT 16'
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BEGIN AUXILIARY LANE LINE AT 1 MILE EXIT SIGNAGE
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8" WIDTH
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TEMPORARY TRAFFIC LINES WITH LANE DROP
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4" SOLID WHITE
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4" SOLID YELLOW
AutoCAD SHX Text
EDGE OF PAVED
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4" SOLID WHITE
AutoCAD SHX Text
4" SOLID WHITE
AutoCAD SHX Text
4" BROKEN LANE LINE
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2'
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TEMPORARY
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AUXILIARY
AutoCAD SHX Text
SHOULDER
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LANE LINE
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13'
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100' MIN.
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2'
AutoCAD SHX Text
4" AUXILIARY LANE LINE
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BEGIN AUXILIARY LANE LINE AT 1 MILE EXIT SIGNAGE
AutoCAD SHX Text
4" WIDTH
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4" SOLID WHITE
AutoCAD SHX Text
50'
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEETCONSTRUCTION AND MAINTENANCEPERMANENT TRAFFIC LINE MARKING
DETAILSDECEMBER 2019 PTS-980
7 40PTS-980-7.dwg
DETAILSDECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
NOTES: 1. REFER TO PTS-192 FOR PLACEMENT AND DETAILS OF SONIC NAP ALERT PATTERN (SNAP).
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6" WHITE LINE
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6" WHITE LINE
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6" YELLOW LINE
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TRAFFIC
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TRAFFIC
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CONSTRUCTION JOINT
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6" WHITE LINE
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6" WHITE LINE
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6" YELLOW LINE
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TRAFFIC
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TRAFFIC
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CONSTRUCTION JOINT
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6" WHITE LINE
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TRAFFIC
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CONSTRUCTION JOINT
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2 LANES
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3 LANES
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2 LANES - NORTHEAST EXTENSION
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CONSTRUCTION JOINT
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TRAFFIC
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TRAFFIC
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6" YELLOW LINE
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6" WHITE LINE
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6" WHITE LINE
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
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EDGE OF PAVEMENT
AutoCAD SHX Text
SONIC NAP ALERT PATTERN (SNAP)
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(SNAP)
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(SNAP)
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6" WHITE LINE
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6" WHITE LINE
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6" YELLOW LINE
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TRAFFIC
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TRAFFIC
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CONSTRUCTION JOINT
AutoCAD SHX Text
2 LANES - TUNNEL ENTRANCE
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4"
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EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
(SNAP)
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4"
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6" WHITE LINE
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6" WHITE LINE
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6" YELLOW LINE
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TRAFFIC
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TRAFFIC
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CONSTRUCTION JOINT
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2 LANES - LEHIGH TUNNEL ENTRANCE
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4"
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EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
START DOUBLE WHITE LINES 1,500 FEET FROM TUNNEL PORTAL
AutoCAD SHX Text
START DOUBLE WHITE LINES 1,500 FEET FROM TUNNEL PORTAL
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEETCONSTRUCTION AND MAINTENANCELANE DROP TRAFFIC LINE PAINTING
DECEMBER 2019 PTS-980
8 40PTS-980-8.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
6" WHITE LINE
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6" WHITE LINE
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6" YELLOW LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
8" AUXILIARY WHITE LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
PERMANENT LANE DROP
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" YELLOW LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
4" AUXILIARY WHITE LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
TEMPORARY LANE DROP
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
NOTES: LOCATION OF TEMPORARY PAVEMENT MARKINGS AND WORK ZONE LANE WIDTHS ARE PROJECT DEPENDENT. REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION AND THE PROJECT PLANS. REFER TO PTS-192 FOR PLACEMENT AND DETAILS OF SONIC NAP ALERT PATTERN (SNAP).
AutoCAD SHX Text
1. 2.
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
EDGE OF PAVEMENT/
AutoCAD SHX Text
4" TEMP. PAINT MARKING
AutoCAD SHX Text
8" PERMANENT SPECIAL MARKING
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEETCONSTRUCTION AND MAINTENANCE
PERMANENT TRAFFIC LINE MARKINGSHIGH CONTRAST MARKINGS
DECEMBER 2019 PTS-980
9 40PTS-980-9.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
NOTES: 1. REFER TO PTS-192 FOR PLACEMENT AND DETAILS OF SONIC NAP ALERT PATTERN (SNAP).
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
6" YELLOW LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
PERMANENT TRAFFIC LINE MARKINGS
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
6" YELLOW LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
2 LANES
AutoCAD SHX Text
3 LANES
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
6" YELLOW LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
2 LANES - NORTHEAST EXTENSION
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
SONIC NAP ALERT PATTERN (SNAP)
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
6" BLACK LINE
AutoCAD SHX Text
6" BLACK LINE
AutoCAD SHX Text
6" BLACK LINE
AutoCAD SHX Text
6" BLACK LINE
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
JOINT
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEETCONSTRUCTION AND MAINTENANCE
PERMANENT TRAFFIC LINE MARKINGSHIGH CONTRAST MARKINGS
DECEMBER 2019 PTS-980
10 40PTS-980-10.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
NOTES: 1. REFER TO PTS-192 FOR PLACEMENT AND DETAILS OF SONIC NAP ALERT PATTERN (SNAP).
AutoCAD SHX Text
PERMANENT AUXILIARY LANE LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
6" YELLOW LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
6" BLACK LINE
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
8" AUXILIARY WHITE LINE
AutoCAD SHX Text
8" BLACK LINE
AutoCAD SHX Text
2 LANES
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
6" YELLOW LINE
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
3 LANES
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
6" BLACK LINE
AutoCAD SHX Text
6" BLACK LINE
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
6" WHITE LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
8" AUXILIARY WHITE LINE
AutoCAD SHX Text
8" BLACK LINE
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCETEMPORARY TRAFFIC LINE PAINTING
DETAILS
DECEMBER 2019 PTS-980
11 40PTS-980-11.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" YELLOW LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
NOTES: LOCATION OF TEMPORARY PAVEMENT MARKINGS AND WORK ZONE LANE WIDTHS ARE PROJECT DEPENDENT. REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION AND THE PROJECT PLANS. REFER TO PTS-192 FOR PLACEMENT AND DETAILS OF SONIC NAP ALERT PATTERN (SNAP).
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" YELLOW LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
PLACEMENT OF 4" SURFACE APPLIED TEMPORARY PAINT MARKING FOR USE WITH 6" PERMANENT SPECIAL MARKING IN GROOVES
AutoCAD SHX Text
FOR RIGHT EDGE LINE USE 4" OFFSET OF 6" PERMANENT SPECIAL MARKING AS MEASURED FROM THE RIGHT EDGE OF PAVEMENT.
AutoCAD SHX Text
NOTE -
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
EDGE OF PAVEMENT/
AutoCAD SHX Text
4" TEMP. PAINT MARKING
AutoCAD SHX Text
6" PERMANENT SPECIAL MARKING
AutoCAD SHX Text
2 LANES
AutoCAD SHX Text
3 LANES
AutoCAD SHX Text
PLACEMENT OF 4" SURFACE APPLIED TEMPORARY PAINT MARKING FOR USE WITH 6" SURFACE APPLIED PERMANENT TRAFFIC LINE MARKINGS
AutoCAD SHX Text
FOR RIGHT EDGE LINE USE 4" OFFSET OF 6" SURFACE APPLIED PERMANENT MARKING AS MEASURED FROM THE RIGHT EDGE OF PAVEMENT.
AutoCAD SHX Text
NOTE -
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
EDGE OF PAVEMENT/
AutoCAD SHX Text
4" TEMP. PAINT MARKING
AutoCAD SHX Text
6" SURFACE APPLIED PERMANENT MARKING
AutoCAD SHX Text
2 LANES - NORTHEAST EXTENSION
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
4" YELLOW LINE
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
SONIC NAP ALERT PATTERN (SNAP)
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
(SNAP)
AutoCAD SHX Text
1. 2.
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" YELLOW LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
2 LANES - TUNNEL ENTRANCE
AutoCAD SHX Text
5"
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
SONIC NAP ALERT PATTERN (SNAP)
AutoCAD SHX Text
5"
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" WHITE LINE
AutoCAD SHX Text
4" YELLOW LINE
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
2 LANES - NORTHEAST EXTENSION TUNNEL ENTRANCE
AutoCAD SHX Text
5"
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
SONIC NAP ALERT PATTERN (SNAP)
AutoCAD SHX Text
6"
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCESIGNING AND PAVEMENT MARKING DETAIL
FOUR LANE TO SIX LANE TRANSITION
DECEMBER 2019 PTS-980
12 40PTS-980-12.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
1. REFER TO TC-8600 FOR DIMENSIONS, AND PLACEMENT OF LANE REDUCTION REFER TO TC-8600 FOR DIMENSIONS, AND PLACEMENT OF LANE REDUCTION ARROWS. 2. REFER TO SHEET 33 OF 40 AND SHEET 34 OF 40 FOR MEDIAN BARRIER REFER TO SHEET 33 OF 40 AND SHEET 34 OF 40 FOR MEDIAN BARRIER SUPPORT FOR SIGNS. 3. FOR A RIGHT LANE ENDS CONDITION, USE THE SAME SIGN AND PAVEMENT FOR A RIGHT LANE ENDS CONDITION, USE THE SAME SIGN AND PAVEMENT MARKING SPACING AND LOCATION, BUT WITH THE SIGNS AND PAVEMENT MARKINGS INDICATING THE RIGHT LANE ENDS.
AutoCAD SHX Text
PROPOSED SIGN
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DIRECTION OF TRAVEL
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%%uLEGEND%%u
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NOTES:
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
800'
AutoCAD SHX Text
100:1 TAPER 4' MEDIAN SHOULDER
AutoCAD SHX Text
1200'
AutoCAD SHX Text
100:1 TAPER
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
10'
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
500 FT
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
1000 FT
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
1500 FT
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
2000 FT
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
2500 FT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
MERGE
AutoCAD SHX Text
LANE ENDS
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
MATCH EXISTING PAVEMENT MARKINGS
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
WHITE PAVEMENT MARKING/SIZE
AutoCAD SHX Text
YELLOW PAVEMENT MARKING/SIZE
AutoCAD SHX Text
BROKEN WHITE PAVEMENT MARKING/SIZE
AutoCAD SHX Text
LANE REDUCTION ARROW
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
EXISTING WHITE PAVEMENT MARKING/SIZE
AutoCAD SHX Text
EXISTING YELLOW PAVEMENT MARKING/SIZE
AutoCAD SHX Text
EXISTING BROKEN WHITE PAVEMENT MARKING/SIZE
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W9-2R
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
TO 12' MEDIAN SHOULDER
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
10' MEDIANS
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
1100'
AutoCAD SHX Text
1200'
AutoCAD SHX Text
100:1 TAPER
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
4'
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
500 FT
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
1000 FT
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
1500 FT
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
2000 FT
AutoCAD SHX Text
AHEAD
AutoCAD SHX Text
2500 FT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
MERGE
AutoCAD SHX Text
LANE ENDS
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
MATCH EXISTING PAVEMENT MARKINGS
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W16-103P
AutoCAD SHX Text
36" x 24"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W4-2L
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W9-2R
AutoCAD SHX Text
48" x 48"
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
Y/6"
AutoCAD SHX Text
BW/6"
AutoCAD SHX Text
W/6"
AutoCAD SHX Text
100:1 TAPER 1' MEDIAN SHOULDER TO
AutoCAD SHX Text
12' MEDIAN SHOULDER
AutoCAD SHX Text
12'
AutoCAD SHX Text
12'
AutoCAD SHX Text
4' MEDIANS
AutoCAD SHX Text
PROPOSED SIGN
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCETOLL PLAZA ISLAND
PERMANENT TRAFFIC LINE MARKINGS
DECEMBER 2019 PTS-980
13 40PTS-980-13.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
NOTES: : 1. BEGIN 6" SOLID WHITE AT END OF ISLAND ATTENUATOR. IF ATTENUATOR BEGIN 6" SOLID WHITE AT END OF ISLAND ATTENUATOR. IF ATTENUATOR IS NOT PRESENT BEGIN AT END OF TOLL PLAZA ISLAND.
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
50'
AutoCAD SHX Text
6" SOLID WHITE (TYP.)
AutoCAD SHX Text
6" SOLID WHITE (TYP.)
AutoCAD SHX Text
6" SOLID WHITE (TYP.)
AutoCAD SHX Text
EXTEND 6" DOUBLE SOLID YELLOW TO TOLL PLAZA ISLAND ATTENUATOR
AutoCAD SHX Text
6" SOLID WHITE (TYP.)
AutoCAD SHX Text
TOLL PLAZA ISLAND IMPACT ATTENUATOR (TYP.)
AutoCAD SHX Text
EXTEND 6" DOUBLE SOLID YELLOW TO TOLL PLAZA ISLAND ATTENUATOR
COLOR: WHITE REFLECTORIZED LEGEND AND BORDER RED REFLECTORIZED TOP BACKGROUND BLUE REFLECTORIZED BOTTOM BACKGROUND
AutoCAD SHX Text
NOTES: 1. REFER TO PENNDOT PUB 111 TC-8600 FOR STANDARD PAVEMENT MARKING ALPHABET. REFER TO PENNDOT PUB 111 TC-8600 FOR STANDARD PAVEMENT MARKING ALPHABET. 2. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 UNITS WIDE. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 UNITS WIDE. 3. FOR 10' HIGH CHARACTERS THE WIDTH IS 20" (USE 5" FOR EACH GRID SQUARE). FOR 10' HIGH CHARACTERS THE WIDTH IS 20" (USE 5" FOR EACH GRID SQUARE). 4. SPACE 1 UNIT BETWEEN CHARACTERS.SPACE 1 UNIT BETWEEN CHARACTERS.
AutoCAD SHX Text
COLOR: WHITE REFLECTORIZED LEGEND AND BORDER RED REFLECTORIZED TOP BACKGROUND BLUE REFLECTORIZED BOTTOM BACKGROUND
AutoCAD SHX Text
COLOR: WHITE REFLECTORIZED LEGEND AND BORDER RED REFLECTORIZED TOP BACKGROUND BLUE REFLECTORIZED BOTTOM BACKGROUND
COLOR: WHITE REFLECTORIZED LEGEND AND BORDER RED REFLECTORIZED TOP BACKGROUND BLUE REFLECTORIZED BOTTOM BACKGROUND
AutoCAD SHX Text
NOTES: 1. REFER TO PENNDOT PUB 111 TC-8600 FOR STANDARD PAVEMENT MARKING ALPHABET. REFER TO PENNDOT PUB 111 TC-8600 FOR STANDARD PAVEMENT MARKING ALPHABET. 2. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 UNITS WIDE. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 UNITS WIDE. 3. FOR 10' HIGH CHARACTERS THE WIDTH IS 20" (USE 5" FOR EACH GRID SQUARE). FOR 10' HIGH CHARACTERS THE WIDTH IS 20" (USE 5" FOR EACH GRID SQUARE). 4. SPACE 1 UNIT BETWEEN CHARACTERS.SPACE 1 UNIT BETWEEN CHARACTERS.
AutoCAD SHX Text
COLOR: WHITE REFLECTORIZED LEGEND AND BORDER RED REFLECTORIZED TOP BACKGROUND BLUE REFLECTORIZED BOTTOM BACKGROUND
NOTES: 1. REFER TO PENNDOT PUB 111 TC-8600 FOR STANDARD PAVEMENT MARKING ALPHABET. REFER TO PENNDOT PUB 111 TC-8600 FOR STANDARD PAVEMENT MARKING ALPHABET. 2. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 UNITS WIDE. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 UNITS WIDE. 3. FOR 10' HIGH CHARACTERS THE WIDTH IS 20" (USE 5" FOR EACH GRID SQUARE). FOR 10' HIGH CHARACTERS THE WIDTH IS 20" (USE 5" FOR EACH GRID SQUARE). 4. SPACE 1 UNIT BETWEEN CHARACTERS.SPACE 1 UNIT BETWEEN CHARACTERS.
AutoCAD SHX Text
COLOR: WHITE REFLECTORIZED LEGEND AND BORDER GREEN REFLECTORIZED BACKGROUND
AutoCAD SHX Text
COLOR: WHITE REFLECTORIZED LEGEND AND BORDER GREEN REFLECTORIZED BACKGROUND
COLOR: WHITE REFLECTORIZED LEGEND AND BOARDER GREEN REFLECTORIZED BACKGROUND
AutoCAD SHX Text
NOTES: 1. REFER TO PENNDOT PUB 111 TC-8600 FOR STANDARD PAVEMENT MARKING ALPHABET. REFER TO PENNDOT PUB 111 TC-8600 FOR STANDARD PAVEMENT MARKING ALPHABET. 2. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 UNITS WIDE. STANDARD CHARACTERS ARE 24 GRID UNITS HIGH AND 4 UNITS WIDE. 3. FOR 10' HIGH CHARACTERS THE WIDTH IS 20" (USE 5" FOR EACH GRID SQUARE). FOR 10' HIGH CHARACTERS THE WIDTH IS 20" (USE 5" FOR EACH GRID SQUARE). 4. SPACE 1 UNIT BETWEEN CHARACTERS.SPACE 1 UNIT BETWEEN CHARACTERS.
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEETCONSTRUCTION AND MAINTENANCE
EMERGENCY PULL-OFF AREA
DECEMBER 2019 PTS-980
18 40PTS-980-18.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
LOCATE "EMERGENCY PULL-OFF DISTANCE."
AutoCAD SHX Text
SIGN (PTC-EPA, 48"X36") APPROXIMATELY
AutoCAD SHX Text
1,500 FEET PRIOR TO BEGINNING OF
AutoCAD SHX Text
EMERGENCY PULL-OFF.
AutoCAD SHX Text
PTC-EPA
AutoCAD SHX Text
PTC-EPB
AutoCAD SHX Text
PTC-PBL
AutoCAD SHX Text
R8-3
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
NO. OF 4"X6" WOOD POSTS
AutoCAD SHX Text
REQ'D. FOR EACH SIGN
AutoCAD SHX Text
R7-301
AutoCAD SHX Text
MOUNT BELOW R8-3
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
DETAIL OF EMERGENCY PULL-OFF
AutoCAD SHX Text
OF SIGNS
AutoCAD SHX Text
TYPICAL NO.
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3 (SEE NOTE 1)
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
OF PULL-OFF WARRANTS. PLACE SIGNS SUCH THAT A MAXIMUM SPACING OF 500'
AutoCAD SHX Text
ADDITIONAL PTC-PBL SIGNS MAY BE INSTALLED IF LENGTH ALONG THE BACK
AutoCAD SHX Text
150' MAX
AutoCAD SHX Text
WHITE EDGE LINE
AutoCAD SHX Text
36"X36"
AutoCAD SHX Text
48"X36"
AutoCAD SHX Text
4" YELLOW W/GLASS BEADS
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LENGTH ALONG MAINLINE (VARIES)
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LENGTH ALONG BACK OF EMERGENCY PULL-OFF
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VARIES
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VARIES
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3'
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10'
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10'
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10'
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BEHIND
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PARK
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VARIES (40' MIN.)
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30'
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SHOULDER
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36"X18"
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R7-301
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R8-3
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36"X36"
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PULL-OFF
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EMERGENCY
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PTC-PBL
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PTC-EPB
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LINE
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PARK
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BEHIND
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LINE
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LINE
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BEHIND
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PARK
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NOTES
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1.
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2.
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30°-45°TYP.
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D12-14
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2
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1
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CELLULAR
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EMERGENCY
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30"X36"
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D12-14
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(SEE NOTE 1)
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BETWEEN PTC-PBL SIGNS IS MAINTAINED.
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EXCEPT WHERE SITE CONDITIONS
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PREVENT PLACEMENT OF THE 1,500 FEET SIGN, THE DISTANCE SHALL BE ROUNDED TO CLOSEST
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500 FEET, AS APPROVED BY TRAFFIC ENGINEERING AND OPERATIONS. THE DISTANCE SHALL BE
APPROXIMATELY 1,500 FEET PRIOR TO BEGINNING OF EMERGENCY
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STOPPING AREA.
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PTC-ESA
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PTC-ESB
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R8-3
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2
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2
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2
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NO. OF 4"X6" WOOD POSTS
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REQ'D. FOR EACH SIGN
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R7-301
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MOUNT BELOW R8-3
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SIGN
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DETAIL OF EMERGENCY STOPPING AREA
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OF SIGNS
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TYPICAL NO.
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2 (SEE NOTE 1)
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2 (SEE NOTE 1)
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1
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1
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STOPPING AREA ARE TO BE DOUBLE HEADED ARROWS.
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ADDITIONAL R7-301 SIGNS ALONG THE BACK OF THE EMERGENCY
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ALONG THE BACK OF THE EMERGENCY STOPPING AREA WARRANTS.
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ADDITIONAL R8-3 AND R7-301 SIGNS MAY BE INSTALLED IF LENGTH
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150' MAX
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WHITE EDGE LINE
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48"X36"
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LENGTH ALONG MAINLINE (VARIES)
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LENGTH ALONG BACK OF EMERGENCY STOPPING AREA
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VARIES
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VARIES
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VARIES (25' MIN.)
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SHOULDER
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36"X18"
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R7-301
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R8-3
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36"X36"
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STOPPING
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EMERGENCY
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PTC-ESB
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1.
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NOTES
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2.
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SEE NOTE 1
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30°-45°TYP.
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D12-14
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2
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1
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SUCH THAT A MAXIMUM SPACING OF 500' BETWEEN R8-3 AND R7-301
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PLACE SIGNS
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SIGNS IS MAINTAINED.
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EXCEPT WHERE SITE CONDITIONS PREVENT PLACEMENT
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48"X36"
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STOPPING
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EMERGENCY
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PTC-ESA
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XXXX FT
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CELLULAR
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EMERGENCY
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30"X36"
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D12-14
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panelStyle:D12-14.ssi
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panelName:name
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panelQuantity:1
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panelStation:none
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panelMaterial:0
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legendMaterial:0
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panelMounting:1
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panelWidthLock:1
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panelHeightLock:1
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marginAlign:9
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panelRoundCorners:0
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constructPanelMode:0
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constructPanels:36|24|18
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panelSizes:
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panelStandard:2
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levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
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version:2
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widthRounding:0
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heightRounding:0
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panelShape:0
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panelBorderRadius:12.000
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chevronTipRadius:12.000
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chevronShoulderRadius:12.000
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11
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*
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1,500' MIN
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OF THE 1,500 FEET SIGN, THE DISTANCE SHALL BE ROUNDED TO THE
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CLOSEST 500 FEET, AS APPROVED BY TRAFFIC ENGINEERING AND
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OPERATIONS. THE DISTANCE SHALL BE LIMITED TO A MAXIMUM DISTANCE
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OF 3,000 FEET.
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEETCONSTRUCTION AND MAINTENANCE
NO PARKING AREA
DECEMBER 2019 PTS-980
20 40PTS-980-20.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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R8-3
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2
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NO. OF 4"X6" WOOD POSTS
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REQ'D. FOR EACH SIGN
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R7-301
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MOUNT BELOW R8-3
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SIGN
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DETAIL OF NO PARKING AREA
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OF SIGNS
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TYPICAL NO.
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2 (SEE NOTE 1)
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2 (SEE NOTE 1)
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AREA ARE TO BE DOUBLE HEADED ARROWS.
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ADDITIONAL R7-301 SIGNS ALONG THE BACK OF THE NO PARKING
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ALONG THE BACK OF THE NO PARKING AREA WARRANTS.
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ADDITIONAL R8-3 AND R7-301 SIGNS MAY BE INSTALLED IF LENGTH
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WHITE EDGE LINE
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LENGTH ALONG MAINLINE (VARIES)
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LENGTH ALONG BACK OF NO PARKING AREA
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VARIES
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VARIES
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SHOULDER
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1.
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NOTES
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SEE NOTE 1
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36"X18"
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R7-301
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R8-3
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36"X36"
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30°-45°TYP.
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D12-14
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2
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1
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A MAXIMUM SPACING OF 500' BETWEEN R8-3 AND R7-301 SIGNS IS
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PLACE SIGNS SUCH THAT
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MAINTAINED.
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CELLULAR
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EMERGENCY
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30"X36"
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D12-14
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panelStyle:D12-14.ssi
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panelName:name
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panelQuantity:1
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panelStation:none
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panelMaterial:0
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legendMaterial:0
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panelMounting:1
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panelWidthLock:1
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panelHeightLock:1
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marginAlign:9
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panelRoundCorners:0
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constructPanelMode:0
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constructPanels:36|24|18
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panelSizes:
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panelStandard:2
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levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
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version:2
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widthRounding:0
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heightRounding:0
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panelShape:0
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panelBorderRadius:12.000
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chevronTipRadius:12.000
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chevronShoulderRadius:12.000
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11
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*
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCEPRIVATE ROADWAY AND
NO TRESPASSING SIGN LOCATIONINSTALLATION DETAILS
DECEMBER 2019 PTS-980
21 40PTS-980-21.dwg
5A
PRIVATE PROPERTY
NO TRESPASSINGVIOLATORS SUBJECT
TO PENALTIESPROVIDED BY LAW
PENNSYLVANIA TURNPIKE COMMISSION
PRIVATEROADWAY
PRIVATE PROPERTY
NO TRESPASSINGVIOLATORS SUBJECT
TO PENALTIESPROVIDED BY LAW
PENNSYLVANIA TURNPIKE COMMISSION
PRIVATE PROPERTY
NO TRESPASSINGVIOLATORS SUBJECT
TO PENALTIESPROVIDED BY LAW
PENNSYLVANIA TURNPIKE COMMISSION
PRIVATE PROPERTY
NO TRESPASSINGVIOLATORS SUBJECT
TO PENALTIESPROVIDED BY LAW
PENNSYLVANIA TURNPIKE COMMISSION
PRIVATEROADWAY
PRIVATEROADWAY
PRIVATEROADWAY PRIVATE
ROADWAY
PRIVATEROADWAY
PRIVATEROADWAY
PRIVATEROADWAY
DECEMBER 30, 2019
DECEMBER 31, 2019
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LEGEND
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SIGN & SUPPORT
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ACCESS GATE
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NOTES:
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SIGNS TO BE INSTALLED ON PTC RIGHT-OF-WAY.
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2.
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1.
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TRAFFIC FLOW
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PTC-PR 60"X30" TYPE C
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LOCAL/STATE ROAD
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L
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ACCESS RAMP
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ACCESS RAMP SURVEY & CONSTR B
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22'
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PTC-LAW 24"X24" TYPE F
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PTC-PR 60"X30" TYPE C
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SIGNS WITH ACCESS GATE AT ENTRANCE TO LOCAL ROAD
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PTC-PR 60"X30" TYPE C
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PTC-LAW 24"X24" TYPE F
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ACCESS RAMP SURVEY & CONSTR B
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L
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ACCESS RAMP
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22'
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PTC-PR 60"X30" TYPE C
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LOCAL/STATE ROAD
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PTC-PR 60"X30" TYPE C
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PTC-LAW 24"X24" TYPE F
AutoCAD SHX Text
ACCESS RAMP SURVEY & CONSTR B
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L
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ACCESS RAMP
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PRIVATE ROAD
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PTC-PR 60"X30" TYPE C
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22'
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SIGNS WITH ACCESS GATE ALONG PTC RIGHT-OF-WAY BACK FROM SHARED DRIVEWAY ENTRANCE
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SIGNS TO BE INSTALLED FACING VEHICLES THAT ARE ENTERING FROM THE LOCAL OR STATE ROAD.
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LOCAL/STATE ROAD
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SIGNS AT ENTRANCE TO LOCAL ROAD WITH ACCESS GATE BACK FROM LOCAL ROAD
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LOCAL/STATE ROAD
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PTC-PR 60"X30" TYPE C
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PTC-LAW 24"X24" TYPE F
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PTC-PR 60"X30" TYPE C
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ACCESS RAMP SURVEY & CONSTR B
AutoCAD SHX Text
ACCESS RAMP
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22'
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L
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SIGNS WITH ACCESS GATE AT ENTRANCE TO LOCAL ROAD STRAIGHT ENTRANCE
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTIONMAINTENANCE AND PROTECTION OF TRAFFIC
THRU-GIRDER & BARRIERSIGN SUPPORT DETAILS
DECEMBER 2019 PTS-980
22 40PTS-980-22.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
L3"x3"x3/8" GALVANIZED STEEL ANGLE
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(3) 7/8" DRILLED OR PUNCHED HOLES FOR 3/4" STAINLESS STEEL BOLTS, TYP.
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EXISTING STIFFENER
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EXISTING WEB STIFFENERS
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THRU-GIRDER WITH VERTICAL STIFFENERS
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SEE NOTE 4
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L3"x3"x3/8" GALVANIZED STEEL ANGLE BRACKET
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STAINLESS STEEL BOLTS (TYP.)
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A
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A
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STAINLESS STEEL ADHESIVE ANCHORS SEE NOTES 2 & 3
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ALUMINUM SIGN
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BRIDGE DECK
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CONCRETE BARRIER
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C OF EXISTING THRU-GIRDER
AutoCAD SHX Text
NOT TO SCALE
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SECTION B-B
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NOT TO SCALE
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ELEVATION
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NOT TO SCALE
AutoCAD SHX Text
SECTION A-A
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NOT TO SCALE
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ANGLE DETAIL
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CONSTRUCTION JOINT
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BOTTOM OF BRIDGE DECK
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B
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B
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NOT TO SCALE
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ELEVATION
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STAINLESS STEEL ADHESIVE ANCHORS SEE NOTES 2, 3 & 4
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SIGN SUPPORT DETAIL FOR THRU-GIRDER
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SIGN SUPPORT DETAIL FOR CONCRETE BARRIERS
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NOTES FOR BARRIER SIGN SUPPORT: 1. ATTACH STREET SIGN FLUSH TO CONCRETE BARRIER USING 1/2" DIA. STAINLESS STEEL ADHESIVE ANCHORS WITH A MINIMUM PULLOUT CAPACITY OF 2,000 PSI. 2. EMBEDMENT REQUIREMENTS FOR ADHESIVE ANCHORS VARY, CHECK MANUFACTURER SPECIFICATIONS TO ENSURE MINIMUM PULLOUT STRENGTH WILL BE SATISFIED PRIOR TO INSTALLATION. PROVIDE 3" MIN. EMBEDMENT DEPTH. 3. HORIZONTAL MAXIMUM SPACING BETWEEN ADHESIVE ANCHORS TO BE 18" CENTER TO CENTER. 4. VERTICAL MAXIMUM SPACING BETWEEN ADHESIVE ANCHORS TO BE 18" CENTER TO CENTER. VERTICAL ADHESIVE ANCHORS AT EACH END OF SIGN ONLY. 5. BRIDGE BARRIER DIMENSIONS VARY, VERIFY PROPER CONCRETE COVER AND CLEARANCES ARE PROVIDED FOR ANCHORAGE. 6. MOUNT SIGN LEVEL TO GROUND.
AutoCAD SHX Text
NOTES FOR THRU-GIRDER SIGN SUPPORT: : 1. PROVIDE ONE GALVANIZED ANGLE BRACKET PER GIRDER STIFFENER. ANGLE LENGTH TO MATCH SIGN HEIGHT. 2. USE 3/4" DIA. ASTM F593 STAINLESS STEEL BOLT WITH CONNECTIONS AS PER SECTION 1105. BOLT LENGTHS WILL VARY DEPENDING ON THE EXISTING VERTICAL STIFFENER THICKNESS. 3. CENTER THE SIGN WITHIN THE VERTICAL STIFFENERS. 4. PROVIDE STIFFENERS AS REQUIRED PER PUBLICATION 111, (TC-8701S). 5. USE POST CLIPS TO MOUNT TO ANGLE BRACKET PER PUB. 111. 6. VERIFY ENTERING AND TIGHTENING CLEARANCES OF ALL CONNECTIONS PRIOR TO INSTALLATION. 7. PREPARE ALL BOLT HOLES, BOTH SHOP AND FIELD DRILLED OR PUNCHED HOLES, ACCORDING TO SECTION 1105.03 (C). 8. COAT EXPOSED METAL CAUSED BY FIELD DRILLING BOLT HOLES USING A ZINC RICH PRIMER, 3 COAT SYSTEM ACCORDING TO SECTION 1071. 9. MOUNT SIGN LEVEL TO GROUND.
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SIGN
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OVERHANG
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SIGN WIDTH
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SIGN
AutoCAD SHX Text
HEIGHT
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SIGN WIDTH
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SIGN
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HEIGHT
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BARRIER HEIGHT
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BARRIER
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WIDTH
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12" MIN.
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3" MIN.
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EMBEDMENT
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DEPTH (TYP.)
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SEE NOTE 1
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3" TYP.
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1 1/4"
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TYP.
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TWO EQUAL
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SPACES
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12" MIN.
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3"
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CONCRETE BARRIER
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ALUMINUM SIGN
AutoCAD SHX Text
ALUMINUM SIGN
AutoCAD SHX Text
ALUMINUM SIGN
AutoCAD SHX Text
L
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SEE NOTE 4
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTIONMAINTENANCE AND PROTECTION OF TRAFFIC
THRU-GIRDERSIGN SUPPORT DETAILS FOR GIRDER WEB
DECEMBER 2019 PTS-980
23 40PTS-980-23.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
SIGN SUPPORT DETAIL FOR THRU-GIRDER
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A
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A
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SECTION A-A
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ALUMINUM SIGN
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SEE NOTE 5
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B
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B
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C
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C
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SECTION B-B
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NOT TO SCALE
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SECTION C-C
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W6 BRACKET
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SIGN STIFFENER
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ALUMINUM SIGN
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H/2
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H
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H/2
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1"
AutoCAD SHX Text
(TYP.)
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1'-0"
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2"
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1'-4"
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2 1/4 "
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GAGE
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5 7/8"
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SIGN OVERHANG
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SEE NOTE 6 (TYP.)
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SUPPORT SPACING
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SEE NOTE 6 (TYP.)
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SIGN
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WIDTH
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1'-6"
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SIGN HEIGHT
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
AutoCAD SHX Text
OUTSIDE FACE OF THRU-GIRDER FACING TRAFFIC
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W6 BRACKET (TYP.)
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POST CLIP SF-VHB (TYP.)
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3/4" BOLTED CONNECTION TO WEB OF EXISTING THRU-GIRDER (TYP.)
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OF EXISTING THRU-GIRDER
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BRACKET W6 X 8.5 X 1'-4" GALVANIZED
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ALUMINUM SIGN
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OF SIGN
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13/16" HOLE IN EXISTING WEB FOR 3/4" BOLT (TYP.)
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WEB OF W6 BRACKET (TYP.)
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WEB OF EXISTING THRU-GIRDER
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13/16" HOLE FOR 3/4" BOLT (TYP.)
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POST CLIP, SF-VHB (TYP.)
AutoCAD SHX Text
WEB OF EXISTING THRU-GIRDER
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTIONMAINTENANCE AND PROTECTION OF TRAFFIC
NOISE BARRIER PANEL2 SIGN OVERHEAD CANTILEVER
DECEMBER 2019 PTS-980
24 40PTS-980-24.dwg
5A
≥
DECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
EDGE/ROAD
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14'-6" MIN. CLR
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2'-10"
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4'-3"
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1'-3"
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4"
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(NOISE BARRIER HEIGHT 18 FT) 18 FT)
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2'-10"
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2'-0"
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2'-3"
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1'-0"
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1'-3"
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3'-0"
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1'-3"
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1'-3"
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1" CLR.
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1
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0
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1
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2
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.5
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VIEW A-A
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1 1/2" TYP
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1 1/2" TYP
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1/4
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TYP
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11/16" HOLE (TYP)
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8"
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6"
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6"
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2 1/2"
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X;7 1/2"
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X;7 1/2"
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4"
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4"
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1
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.5
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.25
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0
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.5
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PLAN
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1 1/2" TYP
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ALTERNATE BOLT ATTACHMENT
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1
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0
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1
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2
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.5
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C 5" PIPE
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C WEB W10x77
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L
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L
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NOISE BARRIER POST
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(PANEL NOT SHOWN)
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4-5/8" o X 1'-2" ASTM F593,
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TYPE 304 CONDITION CW BOLTS
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FIELD DRILL POST 11/16" HOLE
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(TYP.)
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4-5/8" X 4" ASTM F593,
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TYPE 304 CONDITION CW BOLTS
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FIELD DRILL POST 11/16" HOLE
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(TYP.)
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TOP/POST
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STIFFENER
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W6 SIGN SUPPORT BEAM
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(GRADE 36 A709)
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FIELD DRILL PANELS
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(11/16" o HOLES)
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CONNECTION PER BC-741M
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(SINGLE STRUT DETAIL V)
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6" X 1/4"
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CAP PLATE
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5" O.D. X 0.258" WALL
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THICKNESS X 2'-10"
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GRADE 35 A53 PIPE
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TYP
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1/4
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NOISE BARRIER PANEL
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(TYP)
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1 1/2 " X 8" X 15"
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BASE PLATE BOLTED
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TO NOISE BARRIER POST
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1'-3"
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1" CLR.
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(TYP.)
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NOTES: : 1. DESIGN SPECIFICATIONS: AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL DESIGN SPECIFICATIONS: AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES, AND TRAFFIC SIGNALS, FIFTH EDITION, 2009. 2. PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270, GRADE 36 PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270, GRADE 36 (ASTM A709, GRADE 36) UNLESS NOTED OTHERWISE. 3. PROVIDE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. PROVIDE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. 4. SEE BC-741M FOR SIGN SUPPORT BEAM SIZE. SEE BC-741M FOR SIGN SUPPORT BEAM SIZE. 5. ALL BOLTS TO BE ASTM F593, GROUP 1, CONDITION CW STAINLESS STEEL BOLTS.ALL BOLTS TO BE ASTM F593, GROUP 1, CONDITION CW STAINLESS STEEL BOLTS.
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A
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A
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SIGN SUPPORT DETAIL
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTIONMAINTENANCE AND PROTECTION OF TRAFFIC
NOISE BARRIER PANELPOST MOUNTED SIGNS, TYPE D MODIFIED
DECEMBER 2019 PTS-980
25 40PTS-980-25.dwg
5A
≥
DECEMBER 30, 2019
DECEMBER 31, 2019
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1 1/2" TYP
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1 1/2" TYP
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1/4
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TYP
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11/16" HOLE (TYP)
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8"
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1'-3"
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6"
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6"
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2 1/2"
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4"
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4"
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VIEW A-A
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1
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.5
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.25
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0
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.5
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EDGE/ROAD
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14'-6" MIN. CLR
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2'-10"
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3'-0"
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4'-0"
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STIFFENER (TYP.)
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2'-4"
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4"
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TOP/POST
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1'-0"
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1
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0
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1
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2
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.5
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1/4
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TYP
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PLAN
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1 1/2" TYP
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ALTERNATE BOLT ATTACHMENT
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1
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0
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1
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2
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.5
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C 5" PIPE
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L
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NOISE BARRIER POST
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(PANEL NOT SHOWN)
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4-5/8" X 1'-2" ASTM F593,
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TYPE 304 CONDITION CW BOLTS
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FIELD DRILL POST 11/16" HOLE
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(TYP.)
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4-5/8" X 4" ASTM F593,
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TYPE 304 CONDITION CW BOLTS
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FIELD DRILL POST 11/16" HOLE
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(TYP.)
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W6 SIGN SUPPORT BEAM
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(GRADE 36 A709)
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CONNECTION PER BC-741M
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(SINGLE STRUT DETAIL V)
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6" X 1/4"
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CAP PLATE
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5" O.D. X 0.258" WALL
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THICKNESS X 2'-10"
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GRADE 35 A53 PIPE
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NOISE BARRIER PANEL
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(TYP)
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FIELD DRILL PANELS
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(11/16" HOLES)
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1 1/2" X 8" X 15"
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BASE PLATE BOLTED
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TO NOISE BARRIER POST
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1" CLR.
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(NOISE BARRIER HEIGHT 18 FT) 18 FT)
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4"
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1" CLR.
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7 1/2"
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7 1/2"
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NOTES: : 1. DESIGN SPECIFICATIONS: AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL DESIGN SPECIFICATIONS: AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES, AND TRAFFIC SIGNALS, FIFTH EDITION, 2009. 2. PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270, GRADE 36 (ASTM PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270, GRADE 36 (ASTM A709, GRADE 36) UNLESS NOTED OTHERWISE. 3. PROVIDE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. PROVIDE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. 4. SEE BC-741M FOR SIGN SUPPORT BEAM SIZE. SEE BC-741M FOR SIGN SUPPORT BEAM SIZE. 5. ALL BOLTS TO BE ASTM F593, GROUP 1, CONDITION CW STAINLESS STEEL BOLTS.ALL BOLTS TO BE ASTM F593, GROUP 1, CONDITION CW STAINLESS STEEL BOLTS.
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A
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A
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C WEB W10x77
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L
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SIGN SUPPORT DETAIL
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTIONMAINTENANCE AND PROTECTION OF TRAFFIC
NOISE BARRIER PANELPOST MOUNTED SIGNS, TYPE D
DECEMBER 2019 PTS-980
26 40PTS-980-26.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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EDGE/ROAD
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14'-6" MIN. CLR
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TOP/POST
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1'-0"
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NOISE BARRIER POST
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(PANEL NOT SHOWN)
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4-1" ASTM F593,
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TYPE 304 CONDITION CW BOLTS
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FIELD DRILL POST 1'-1/16" HOLE
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(TYP.)
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SIGN SUPPORT DETAIL
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NOTES: : 1. MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE PENNSYLVANIA TURNPIKE COMMISSION CONSTRUCTION SPECIFICATIONS AND PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408, UNLESS OTHERWISE NOTED. 2. ALL STEEL SHALL BE GALVINIZED IN ACCORDANCE WITH PUBLICATION 408. ALL STEEL SHALL BE GALVINIZED IN ACCORDANCE WITH PUBLICATION 408. 3. THE STIFFENERS AND STIFFENER HARDWARE SHALL CONFORM TO SECTION THE STIFFENERS AND STIFFENER HARDWARE SHALL CONFORM TO SECTION 1103.03(d) AND TO STANDARD DRAWINGS TC-8701S. THE RIVETS USED TO FASTEN THE FLAT SHEET ALUMINUM TO THE STIFFENER SHALL CONFORM TO SECTION 1103.01(g) AND SHALL BE SPACED AS INDICATED IN SECTION 1103.03(e). 4. STEEL PIPE SUPPORTS TO BE ASTM A 53, UNLESS OTHERWISE NOTED. ALL STEEL PIPE SUPPORTS TO BE ASTM A 53, UNLESS OTHERWISE NOTED. ALL OTHER STRUCTURE STEEL TO BE AASHTO M 270 (ASTM A 709) GRADE 250, UNLESS OTHERWISE NOTED. ALL BOLTS TO BE AASHTO M 164, TYPE 1, UNLESS OTHERWISE NOTED. 5. DESIGN SPECIFICATION: AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL DESIGN SPECIFICATION: AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARES, AND TRAFFIC SIGNALS, FIFTH EDITION, 2009.
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36"
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1'-3"
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1'-3"
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2'-10"
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2'-10"
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C MOUNTING BRACKET
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L
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FIELD MEASURE HEIGHT
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1 1/16" HOLE TYP.
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1/2" VENT HOLE
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1" x 3.5" LONGHEX HEAD BOLT WITH NUT & WASHER
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SEE BASE STIFFENER DETAIL
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12" x 1" x 12"
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BASE DETAIL
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BASE STIFFENER DETAIL
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3.25" x 0.25" x 8"
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1" x 1" NOTCH TYP.
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1/4"
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1/4"
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1/4"
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TYP.
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PIPE BASE DETAILS
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1 1/16" HOLE TYP.
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1/4"
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1/4"
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5/16"
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5/16"
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1" x 1" NOTCH TYP.
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5.75" x 0.5" x 7"
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SECTION C - C
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1"
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1"
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1" x 1" NOTCH
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5.75" x 0.5" x 7"
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1 1/16" HOLE TYP.
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12" x 0.75" x 18"
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8"
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12" x 1" x 14"
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1" x 1" NOTCH TYP.
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13.25" x 0.5" x 18"
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5/16"
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5/16"
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1/4"
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1/4"
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MOUNTING BRACKET DETAILS
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C MOUNTING BRACKET
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L
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WEIGHT OF FABRICATED STRUCTURAL STEEL IS 127 LBS. PER MOUNTING BRACKET
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1/4"
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PIPE 5" STD.
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TOGGLE AND BUCKLE STRAP (SEE TC-8701S; SHEET 3 OF 3, DETAIL 1)
NOTES: : 1. DESIGN SPECIFICATIONS: DESIGN SPECIFICATIONS: AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, FIFTH EDITION, 2009. 2. EXISTING NOISE BARRIER PANELS ASSUMED TO BE A MINIMUM 4" THICK EXISTING NOISE BARRIER PANELS ASSUMED TO BE A MINIMUM 4" THICK WITH A PRECAST CONCRETE STRENGTH EQUAL TO 5,000 PSI. 3. REFER TO TC-8701S FOR ADDITIONAL SIGN ATTACHMENT DETAILS.REFER TO TC-8701S FOR ADDITIONAL SIGN ATTACHMENT DETAILS.
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCEINSTALLATION OF MILE MARKER SIGNS
ONNOISE BARRIERS, RETAINING WALLS OR
ROCK FALL FENCE DECEMBER 2019 PTS-980
29 40PTS-980-22.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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VIEW A-A
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VIEW B-B
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A
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A
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B
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B
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MILE MARKER SIGN
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SINGLE FACE CONCRETE BARRIER
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NOISE BARRIER OR RETAINING WALL
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DRILL AND BOND THREADED ROD TO CONCRETE (SEE NOTE 4)
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1/2" GALVANIZED BENT P
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GALVANIZED STEEL SQUARE POST
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1/2" DIA X 6 1/2" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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PAVEMENT
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3/8" DIA X 4" STAINLESS STEEL BOLT WITH WASHERS AND LOCKNUT (TYP)
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MILE MARKER SIGN
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1/2" DIA X 6 1/2" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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NOISE BARRIER OR RETAINING WALL
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MILE MARKER SIGN
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GALVANIZED STEEL SQUARE POST
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3/8" DIA X 4" STAINLESS STEEL BOLT WITH WASHERS AND LOCKNUT (TYP)
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1/2" DIA X 6 1/2" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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GALVANIZED STEEL SQUARE POST
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1/2" GALVANIZED BENT P (TYP)
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MILE MARKER SIGN
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3/8" DIA X 4" STAINLESS STEEL BOLT WITH WASHERS AND LOCKNUT (TYP)
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L
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L
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NOTES: : 1. INSTALL SIGN SUPPORTS INTO CONCRETE PANELS OF NOISE BARRIERS OR INSTALL SIGN SUPPORTS INTO CONCRETE PANELS OF NOISE BARRIERS OR RETAINING WALLS ONLY. DO NOT WELD TO STEEL POSTS OR DRILL INTO CONCRETE POSTS. 2. DO NOT INSTALL SIGNS LARGER OR AT AN ELEVATION HIGHER THAN DO NOT INSTALL SIGNS LARGER OR AT AN ELEVATION HIGHER THAN INDICATED. 3. ADJUST LOCATION OF GALVANIZED BENT PLATE VERTICALLY ALONG ADJUST LOCATION OF GALVANIZED BENT PLATE VERTICALLY ALONG GALVANIZED STEEL SQUARE POST IN FIELD AS NECESSARY TO MISS NOISE BARRIER OR RETAINING WALL PANEL JOINTS. 4. MATERIALS: MATERIALS: PLATE: ASTM A709, GRADE 36, GALVANIZED POST: 2 1/2" X 2 1/2" (10 GA.) GALVANIZED STEEL BOLTS: ASTM F593, TYPE 304, CONDITION CW (Fy = 65 KSI) LOCKNUTS: ASTM 594 WASHERS: NYLON 1/8" THICK BY 1-INCH MINIMUM OUTSIDE DIAMETER WITH 480 INCH-POUNDS MAXIMUM ALLOWABLE APPLIED TORQUE ANCHOR RODS: ASTM F593, TYPE 304, CONDITION CW (Fy = 65 KSI) ANCHORING SYSTEM: HVA ADHESIVE SYSTEM OR APPROVED EQUAL AS MANUFACTURED BY HILTI FASTENING SYSTEMS. HAS RODS (ITEM NO 385464) AND HVU ADHESIVE CAPSULES (ITEM NO 256693), OR AN APPROVED EQUAL. INSTALL IN ACCORDING WITH MANUFACTURER'S RECOMMENDATIONS. 5. FOR GALVANIZED BENT PLATE DETAIL, SEE SHEET 32 OF 40. FOR GALVANIZED BENT PLATE DETAIL, SEE SHEET 32 OF 40. 6. FOR RETAINING WALL HEIGHT < 11.00 FT SEE SHEET 30 OF 40. FOR RETAINING WALL HEIGHT < 11.00 FT SEE SHEET 30 OF 40. 7. ADJUST DIMENSIONS AS REQUIRED FOR FIELD CONDITIONS. ADJUST DIMENSIONS AS REQUIRED FOR FIELD CONDITIONS. 8. FOR BASE PLATE DETAILS, SEE SHEET 30 OF 40. FOR BASE PLATE DETAILS, SEE SHEET 30 OF 40. 9. FOR BASE PLATE MOUNTING TO SINGLE FACE CONCRETE BARRIER, SEE FOR BASE PLATE MOUNTING TO SINGLE FACE CONCRETE BARRIER, SEE SHEET 30 OF 40. 10. FOR SIGNS WITH A TOTAL SIGN AREA LESS THAN OR EQUAL TO 12 SQUARE FOR SIGNS WITH A TOTAL SIGN AREA LESS THAN OR EQUAL TO 12 SQUARE FEET USE 2 " x 2 " (10 GA) GALVANIZED STEEL SQUARE POST. FASTEN 12" x 2 " (10 GA) GALVANIZED STEEL SQUARE POST. FASTEN 12" (10 GA) GALVANIZED STEEL SQUARE POST. FASTEN POST TO SIGN SUPPORT USING TWO (2) " DIAMETER STAINLESS STEEL 38" DIAMETER STAINLESS STEEL BOLTS, WASHERS AND LOCKNUTS.
1/2" DIA X 2 1/2" STAINLESS STEEL BOLTS WITH WASHERS AND LOCKNUT (TYP)
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W10X49
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CHAIN LINK FENCE
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CABLE
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C
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C
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FIELD DRILL 5/8" DIA HOLE (TYP)
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(TYP)
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MIN
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SEE NOTE 7
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SEE NOTE 7
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SEE NOTE 7
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SEE NOTE 7
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ELEVATION VIEW SINGLE FACE CONCRETE BARRIER ALONG ROCK CUT
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ROCK CUT
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PAVEMENT
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SINGLE FACE CONCRETE BARRIER
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MILE MARKER SIGN
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1/2" x 6" x 1'-0" STAINLESS STEEL BASE PLATE (SEE NOTE 8)
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3" x 3" x 3/16" STAINLESS STEEL TUBE
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COARSE AGGREGATE
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MIN
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TOP OF ROCK FALL FENCE
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TOP OF NOISE BARRIER OR RETAINING WALL
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCEINSTALLATION OF MILE MARKER SIGNS
ONNOISE BARRIERS, RETAINING WALLS OR
ROCK FALL FENCE DECEMBER 2019 PTS-980
30 40PTS-980-30.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
MILE MARKER SIGN
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SINGLE FACE CONCRETE BARRIER
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RETAINING WALL
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PAVEMENT
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NOTES: : 1. ADJUST BENT PLATE DETAILS TO FIT FIELD CONDITIONS. ADJUST BENT PLATE DETAILS TO FIT FIELD CONDITIONS. 2. ADJUST DIMENSIONS AS REQUIRED FOR FIELD CONDITIONS. ADJUST DIMENSIONS AS REQUIRED FOR FIELD CONDITIONS. 3. FOR BENT PLATE DETAILS, SEE SHEET 32 OF 40. FOR BENT PLATE DETAILS, SEE SHEET 32 OF 40. 4. FOR SIGNS WITH A TOTAL SIGN AREA LESS THAN OR EQUAL TO 12 SQUARE FOR SIGNS WITH A TOTAL SIGN AREA LESS THAN OR EQUAL TO 12 SQUARE FEET USE 2 " x 2 " (10 GA) GALVANIZED STEEL SQUARE POST. FASTEN 12" x 2 " (10 GA) GALVANIZED STEEL SQUARE POST. FASTEN 12" (10 GA) GALVANIZED STEEL SQUARE POST. FASTEN POST TO THE SIGN SUPPORT USING TWO (2) " DIAMETER STAINLESS STEEL 38" DIAMETER STAINLESS STEEL BOLTS, WASHERS AND LOCKNUTS. 5. FOR ADDITIONAL NOTES, SEE SHEET 29 OF 40.FOR ADDITIONAL NOTES, SEE SHEET 29 OF 40.
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ELEVATION VIEW RETAINING WALLS (HEIGHT < 7.00 FT)
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BASE PLATE DETAIL
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5/8" DIA HOLE (TYP)
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1/2" STAINLESS STEEL PLATE
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TOP OF WALL/BARRIER
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3" x 3" x 3/16" STAINLESS STEEL TUBE
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1/2" DIA THREADED STAINLESS STEEL ROD WITH WASHER AND LOCK NUT (TYP)
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1/2" x 6" x 1'-0" STAINLESS STEEL BASE PLATE (SEE BASE PLATE DETAIL)
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3" x 3" x 3/16" STAINLESS STEEL TUBE
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2'-8" MIN TO 7'-0" MAX
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RETAINING WALL / SINGLE FACE BARRIER MOUNTING DETAIL
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1/2" STAINLESS STEEL BASE PLATE (SEE BASE PLATE DETAIL)
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GALVANIZED STEEL SQUARE POST
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4'-4" TO 0"
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7/16" HOLE (TYP)
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STAINLESS STEEL
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3/8" DIA X 4" STAINLESS STEEL BOLT WITH WASHERS AND LOCKNUT (TYP)
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3" X 3" X 3/16" STAINLESS STEEL TUBE
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1/2" DIA THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT
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1/2" X 6" X 1'-0" STAINLESS STEEL BASE PLATE (SEE BASE PLATE DETAIL)
CONSTRUCTION AND MAINTENANCEINSTALLATION OF MILE MARKER SIGNS
INTUNNELS
DECEMBER 2019 PTS-980
31 40PTS-980-31.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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NOTES: : 1. ADJUST SIGN LOCATION AS NECESSARY TO AVOID DOORS AND WALL CABINETRY. ADJUST SIGN LOCATION AS NECESSARY TO AVOID DOORS AND WALL CABINETRY. 2. LOCATE TOP OF MILE MARKER SIGN 1'-0" BELOW LIGHTING SYSTEM INSTALLED IN THE LOCATE TOP OF MILE MARKER SIGN 1'-0" BELOW LIGHTING SYSTEM INSTALLED IN THE LEHIGH TUNNEL NORTHBOUND. 3. MATERIALS: MATERIALS: LOCKNUTS: ASTM 594 WASHERS: NYLON 1/8" THICK BY 1-INCH MINIMUM OUTSIDE DIAMETER WITH 480 INCH-POUNDS MAXIMUM ALLOWABLE APPLIED TORQUE ANCHOR RODS: ASTM F593, TYPE 304, CONDITION CW (Fy = 65 KSI) ANCHORING SYSTEM: HVA ADHESIVE SYSTEM OR APPROVED EQUAL AS MANUFACTURED BY HILTI FASTENING SYSTEMS. HAS RODS (ITEM NO 385462 AND 385463) AND HVU ADHESIVE CAPSULES (ITEM NO 256692), OR AN APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
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MIN ROADWAY CLEARANCE
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PARTIAL ELEVATION
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(MIN)
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D
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D
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VIEW D-D
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WALL TILE MOUNTING DETAIL
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(TYP)
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(TYP)
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TOP OF PAVEMENT
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MILE MARKER SIGN (FLUSH MOUNT)
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3/8" DIA X 8" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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LEFT TUNNEL WALL
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MILE MARKER SIGN (FLUSH MOUNT)
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3/8" DIA THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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DRILL AND BOND THREADED ROD TO CONCRETE (TYP) (SEE NOTE 3)
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WALL JOINT
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3/8" DIA TREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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FIELD DRILL 1/2" DIA HOLE IN SIGN. ADJUST HOLE LOCATION AS REQUIRED TO LOCATE ANCHOR CENTERED IN TILE.
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ALLEGHENY TUNNEL, TUSCARORA TUNNEL, KITTATINNY TUNNEL AND LEHIGH TUNNEL NORTHBOUND
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PROVIDE TWO ADDITIONAL 3/8" DIA ANCHORS AT LEHIGH TUNNEL SOUTHBOUND ONLY
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4" X 4" TILE (TYP)
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~
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TOP OF PAVEMENT
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FINAL LINING
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EPOXY COATING SYSTEM ON SIDEWALL
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MILE MARKER SIGN (FLUSH MOUNT)
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PARTIAL ELEVATION
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4'-0"
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WATERPROOFING SYSTEM
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INITIAL LINING
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R = 15.34'
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3/8" DIA X 5 1/8" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT
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4" MAX EMBEDMENT - DO NOT PENETRATE WATERPROOFING SYSTEM
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LEHIGH TUNNEL SOUTHBOUND
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCEINSTALLATION OF MILE MARKER SIGNS
FORBRIDGE BARRIERS AND
SHOULDER APPLICATIONS DECEMBER 2019 PTS-980
32 40PTS-980-32.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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GALVANIZED BENT PLATE DETAIL
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PLAN
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TYPICAL SECTION
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C
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C
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VIEW C-C
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5/8" DIA HOLE (TYP)
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1/2" DIA HOLE
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1/2" DIA HOLE
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5/8" DIA HOLE
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1/2" GALVANIZED BENT P (TYP)
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1/2" DIA HOLE
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5/8" DIA HOLE
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L
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SECTION A-A
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MILE MARKER SIGN
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TYPICAL CONCRETE BARRIER
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1/2" GALVANIZED BENT P (TYP)
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L
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1/2" DIA THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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3/8" DIA X 4" STAINLESS STEEL BOLT WITH WASHERS AND LOCKNUT (TYP)
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GALVANIZED STEEL SQUARE POST
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1/2" GALVANIZED BENT P (TYP)
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L
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GALVANIZED STEEL SQUARE POST
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3/8" DIA X 4" STAINLESS STEEL BOLT WITH WASHERS AND LOCKNUT (TYP)
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DRILL AND BOND THREADED ROD TO CONCRETE (TYP) (SEE NOTE 4)
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1/2" DIA X 6 1/2" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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A
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A
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B
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B
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L
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SECTION B-B
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MILE MARKER SIGN
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ALTERNATE CONCRETE BARRIER
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A
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A
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B
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B
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PA HT RAILING
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MIN
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(RAILING NOT SHOWN FOR CLARITY)
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(RAILING NOT SHOWN FOR CLARITY)
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BRIDGE DECK
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DRILL AND BOND THREADED ROD TO CONCRETE (TYP) (SEE NOTE 4)
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1/2" GALVANIZED BENT P (TYP)
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L
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1/2" DIA X 6 1/2" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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3/8" DIA X 4" STAINLESS STEEL BOLT WITH WASHERS AND LOCKNUT (TYP)
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GALVANIZED STEEL SQUARE POST
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BRIDGE DECK
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DRILL AND BOND THREADED ROD TO CONCRETE (TYP) (SEE NOTE 4)
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ELEVATION VIEW TYPICAL CONCRETE BARRIER
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ELEVATION VIEW ALTERNATE CONCRETE BARRIER
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1/2" GALVANIZED BENT P (TYP)
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1/2" DIA X 6 1/2" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT (TYP)
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(TYP)
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(TYP)
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MILE MARKER SIGN
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ELEVATION VIEW SHOULDER APPLICATION
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ROADWAY
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6'-0" (SEE NOTE 5)
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SHOULDER
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GROUND LINE
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12 GA GALVANIZED STEEL SLEEVE
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4"X6" TYPE C WOOD POST
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CONCRETE FOUNDATION
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NOTES: : 1. DO NOT INSTALL SIGNS LARGER OR AT AN ELEVATION HIGHER THAN DO NOT INSTALL SIGNS LARGER OR AT AN ELEVATION HIGHER THAN INDICATED. 2. DO NOT MOUNT SIGN DIRECTLY ABOVE ROADWAY LANE, SHOULDER, AND DO NOT MOUNT SIGN DIRECTLY ABOVE ROADWAY LANE, SHOULDER, AND SIDEWALK LIMITS FOR BRIDGES WITH ROADWAYS UNDERNEATH. ADJUST SIGN LOCATION ACCORDINGLY. 3. USE PACHOMETER OR OTHER APPROVED DETECTOR TO AVOID DRILLING USE PACHOMETER OR OTHER APPROVED DETECTOR TO AVOID DRILLING THROUGH REBAR IN EXISTING CONCRETE BARRIER. 4. MATERIALS: MATERIALS: PLATE: ASTM A709, GRADE 36, GALVANIZED POST: 2 1/2" X 2 1/2" (10 GA.) GALVANIZED STEEL BOLTS: ASTM F593, TYPE 304, CONDITION CW (Fy = 65 KSI) LOCKNUTS: ASTM 594 WASHERS: NYLON 1/8" THICK BY 1-INCH MINIMUM OUTSIDE DIAMETER WITH 480 INCH-POUNDS MAXIMUM ALLOWABLE APPLIED TORQUE ANCHOR RODS: ASTM F593, TYPE 304, CONDITION CW (Fy = 65 KSI) ANCHORING SYSTEM: HVA ADHESIVE SYSTEM OR APPROVED EQUAL AS MANUFACTURED BY HILTI FASTENING SYSTEMS. HAS RODS (ITEM NO 385464) AND HVU ADHESIVE CAPSULES (ITEM NO 256693), OR AN APPROVED EQUAL. INSTALL IN ACCORDANCE 256693), OR AN APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. WHEN GUIDERAIL IS PRESENT, A 2' TO 6' LATERAL CLEARANCE FROM WHEN GUIDERAIL IS PRESENT, A 2' TO 6' LATERAL CLEARANCE FROM BACK OF GUIDERAIL IS RECOMMENDED, AS SITE CONDITIONS PERMIT. A 1' LATERAL CLEARANCE IS PERMISSIBLE IF APPROVED BY THE REPRESENTATIVE.
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RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCEINSTALLATION OF
MEDIAN BARRIER SUPPORT FOR SIGNS
DECEMBER 2019 PTS-980
33 40PTS-980-33.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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3
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7
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%%o16%%o
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"
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1
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7
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%%o16%%o
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"
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10
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1
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%%o16%%o
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"
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10
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1
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%%o16%%o
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"
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1
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7
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%%o16%%o
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"
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2
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7
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%%o16%%o
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" MIN.-4
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7
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%%o16%%o
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" MAX.
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1
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7
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%%o16%%o
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"
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10
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1
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%%o16%%o
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"
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30
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7
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%%o16%%o
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" x 1'-9"
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7
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7
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%%o16%%o
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"
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1
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7
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%%o16%%o
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"
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10
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1
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%%o16%%o
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"
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1
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TYPE
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2
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3A
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4
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5
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W
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6"
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9"
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5" MIN.-5
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1
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%%o2%%o
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" MAX.
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4" MIN.-6" MAX.
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5"
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52"
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52"
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48"
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34"
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34"
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H
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SS
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9.5"
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9.5"
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9.5"
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8.9"
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A = W+1/4"
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5
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1
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%%o4%%o
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"
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9
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1
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%%o4%%o
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"
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6
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1
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%%o4%%o
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"
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8
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9
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%%o16%%o
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"
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11
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3
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%%o4%%o
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"
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6
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9
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%%o16%%o
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" MIN.-8
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9
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%%o16%%o
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" MAX.
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7
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11
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%%o16%%o
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"
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B
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C
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10
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1
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%%o16%%o
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"
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D
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1
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7
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%%o16%%o
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"
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E
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3
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7
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%%o16%%o
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" MIN.-3
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15
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%%o16%%o
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" MAX.
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4
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7
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%%o16%%o
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"
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P SIZE
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26
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7
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%%o16%%o
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" x 1'-9"
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25
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7
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%%o16%%o
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" MIN.-27
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7
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%%o16%%o
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" MAX. x 1'-9"
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26
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7
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%%o16%%o
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" MIN.-26
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15
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%%o16%%o
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" MAX. x 1'-9"
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27
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7
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%%o16%%o
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" x 1'-9"
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L
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PLATE DIMENSIONS
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REMARKS
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34" JERSEY BARRIER
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34" F-SHAPE BARRIER
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48" JERSEY BARRIER
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52" JERSEY BARRIER
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52" F-SHAPE BARRIER
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8.8"
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BARRIER DIMENSIONS
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5
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1
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%%o4%%o
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" MIN.-5
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3
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%%o4%%o
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" MAX.
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4
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1
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%%o4%%o
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" MIN.-6
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1
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%%o4%%o
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" MAX.
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3B
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4 " MIN.-5" MAX.
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1
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%%o2%%o
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48"
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9.5"
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7 " MIN.-7 " MAX.
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9
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%%o16%%o
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4
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3
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%%o4%%o
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" MIN.-5
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1
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%%o4%%o
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" MAX.
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1
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%%o16%%o
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1
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7
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%%o16%%o
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"
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10
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1
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%%o16%%o
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"
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2
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15
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%%o16%%o
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" MIN.-3
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7
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%%o16%%o
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" MAX.
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25
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15
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%%o16%%o
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" MIN.-26
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7
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%%o16%%o
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" MAX. x 1'-9"
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48" JERSEY BARRIER
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7 " MIN.-8 " MAX.
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1
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%%o16%%o
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9
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5.
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4.
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3.
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2.
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INSTALL SIGN SUPPORTS NEAR THE CENTER OF PRECAST BARRIER SEGMENTS WITHIN
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A MAXIMUM DISTANCE OF 3'-0" MEASURED TO EACH SIDE OF THE SEGMENT CENTERLINE.
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DO NOT INSTALL SIGNS LARGER OR AT AN ELEVATION HIGHER THAN INDICATED. DO NOT PLACE
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SIGNS ON SLOPING TRANSITION SECTIONS BETWEEN BARRIERS OF DIFFERENT HEIGHT.
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FURNISH WELDS IN ACCORDANCE WITH AWS D1.6:2017 STRUCTURAL WELDING CODE
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FOR STAINLESS STEEL.
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MATERIALS:
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STAINLESS STEEL:
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PLATE: ASTM A240, TYPE 304, 2B FINISH (Fy=30 KSI MIN.)
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BOLTS: ASTM F593, TYPE 304, CONDITION CW1 (Fy=65 KSI)
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NUTS: ASTM F594
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GALVANIZED STEEL SQUARE POST:
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COLD ROLLED STEEL WITH A MINIMUM YIELD STRENGTH OF 50 KSI
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MEETING THE CHEMICAL AND MECHANICAL REQUIREMENT OF ASTM A500.
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DIMENSIONS OF BARRIER IN CHART TO BE FIELD VERIFIED PRIOR TO FABRICATION OF
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1.
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NOTES:
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SECTION A-A
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SIGN SUPPORT.
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WASHERS: ASTM F436, TYPE 304
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(3) 9/16"%%C HOLES (TYP)
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1" R. TYP.
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BENT PLATE DIMENSIONS
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D
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A/2
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A/2
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A (-0", + 1/16")
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E
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C
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B (-0", + 1/16")
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(BOTTOM WIDTH)
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1 1/2"
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TYP.
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11" (TYP)
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9 1/2" (TYP)
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C
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D
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7"
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2"
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STEEL WASHERS AND LOCKNUTS (SEE NOTE 4)
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STEEL SQUARE POST
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3"X3"X1/4" GALVANIZED
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C SIGN & MEDIAN BARRIER
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L
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5/8"%%C X 6" STAINLESS STEEL BOLTS WITH STAINLESS
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MEDIAN BARRIER SIGN SUPPORT DETAIL
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* DIMENSIONS MEASURED ALONG FACE OF BARRIER
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2'-9"
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A
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A
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1 1/2"
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9"
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3"
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NEAR SIDE
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9"
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3"
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FAR SIDE
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1 1/2"
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11"
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9 1/2"
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3/16" STAINLESS STEEL
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BENT PLATE
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EXISTING AND/OR PROPOSED CONCRETE MEDIAN BARRIER
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SIGN SUPPORT
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7"
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11"
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2"
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2"
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STAINLESS STEEL GUSSET PLATE (TYP)
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3/16" STAINLESS STEEL
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GUSSET PLATE (TYP)
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3"X3"X1/4" GALVANIZED STEEL SQUARE POST
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2"
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PROVIDE STANDARD HOLE 9/16" IN BENT PLATE
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7"
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12"
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12"
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6.
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PERMANENT SIGN INSTALLATIONS - PROVIDE HILTI ANCHOR ROD HAS-R 1/2" X 6-1/2" SS304 - PROVIDE HILTI ANCHOR ROD HAS-R 1/2" X 6-1/2" SS304
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(ITEM NO. 385464) AND HILITI ADHESIVE CAPSULE HVU 1/2" X 4-1/4" (ITEM NO. 256693)
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EMBEDDED 4-1/4" MIN. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
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SEE NOTE 6 (TYP)
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1/8"
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14"
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POST GUIDE STAINLESS STEEL
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PROVIDE OVERSIZED HOLE 13/16" IN GUSSET PLATE AND
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STANDARD HOLE 11/16" IN GALVANIZED SQUARE POST
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(TYP)
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3/16" STAINLESS STEEL
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GUSSET PLATE (TYP)
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STAINLESS STEEL GUSSET PLATE (TYP)
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L3"X3"X3/16" (TYP)
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POST GUIDE STAINLESS STEEL L3"X3"X3/16" (TYP)
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(TYP)
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEET
CONSTRUCTION AND MAINTENANCEINSTALLATION OF
MEDIAN BARRIER SUPPORT FOR SIGNS
DECEMBER 2019 PTS-980
34 40PTS-980-34.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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MEDIAN MILE MARKER SIGNS
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EXISTING AND/OR PROPOSED CONCRETE MEDIAN BARRIER (HEIGHT AND SHAPES VARY, SEE SHEET 33 OF 40)
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MILE MARKER SIGN
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SIGN SUPPORT (SEE SHEET 33 OF 40)
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(SIDE SLOPE)
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SS
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1
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1
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SS
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(TOP WIDTH OF BARRIER)
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PAVEMENT
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VARIES
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(5'-0" MAX.)
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W
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H (BARRIER HEIGHT)
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9'-0"
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9"
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9"
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MAX
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MAX
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FOR NOTES, SEE SHEET 33 OF 40.
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1.
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NOTES:
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PERMANENT MEDIAN SIGNS
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EXISTING AND/OR PROPOSED CONCRETE MEDIAN BARRIER (HEIGHT AND SHAPES VARY, SEE SHEET 33 OF 40)
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SIGN SUPPORT (SEE SHEET 33 OF 40)
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MAIN SIGN
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(SIDE SLOPE)
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SS
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1
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1
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SS
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(TOP WIDTH OF BARRIER)
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C SIGN & MEDIAN BARRIER
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PAVEMENT
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L
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4-0" MAX.
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W
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H (BARRIER HEIGHT)
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9'-0"
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2'-6" MAX
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2'-6" MAX.
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SUPPLEMENTAL SIGN
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3"X3"X1/4" GALVANIZED STEEL SQUARE POST
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MAX SIGN AREA = 22.25 SF
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4'-0" MAX.
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(CENTERED)
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C SIGN & MEDIAN BARRIER
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L
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1'-6"
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1'-3" MAX
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1'-3" MAX
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MAX SIGN AREA = 7.55 SF
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MAX
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3"X3"X1/4" GALVANIZED STEEL SQUARE POST
RECOMMENDED:
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DECEMBER 2019 PTS-980
35 40PTS-980-35.dwg
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DECEMBER 31, 2019
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NOTES:
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1) MOUNT BOTTOM OF SIGN 18" FROM TOP OF GUIDE RAIL TO BOTTOM OF THE SIGN, MOUNT BOTTOM OF SIGN 18" FROM TOP OF GUIDE RAIL TO BOTTOM OF THE SIGN, 13" FROM TOP OF 34" CONCRETE BARRIER TO BOTTOM OF THE SIGN, 10" FROM TOP OF 48" CONCRETE BARRIER TO BOTTOM OF THE SIGN, 6" FROM TOP OF 52" CONCRETE BARRIER TO BOTTOM OF THE SIGN. 2) FOR BARRIER MOUNTING, UTILIZE RETAINING WALL/SINGLE FACE BARRIER MOUNTING DETAIL, FOR BARRIER MOUNTING, UTILIZE RETAINING WALL/SINGLE FACE BARRIER MOUNTING DETAIL, SEE SHEET 30 OF 40.
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LEGEND
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SIGN & SUPPORT
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TRAFFIC FLOW
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GUIDE RAIL
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NO 57 COARSE AGGREGATE
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9"
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DELINEATION EVERY 37.5'
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*
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OM-3R
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**
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STRUCTURE
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TRAFFIC
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***
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GUIDE RAIL
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EDGE OF SHOULDER
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EDGE OF TRAVEL LANE
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* PLACE SIGN AT END OF TAPER (50' TYP)
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** LESS THAN NORMAL APPROACH SHOULDER WIDTH
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*** NORMAL APPROACH SHOULDER WIDTH
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NARROW SHOULDER DELINEATION (GUIDE RAIL)
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SEE NOTES
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9"
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EDGE OF TRAVEL LANE
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EDGE OF TRAVEL LANE
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DELINEATION EVERY 37.5'
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*
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**
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OM-3L
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CENTER PIER
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**
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*
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OM-3L
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DELINEATION EVERY 37.5'
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TRAFFIC
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OVERHEAD ROADWAY
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TRAFFIC
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CONCRETE MEDIAN BARRIER
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***
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EDGE OF TRAVEL LANE
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EDGE OF TRAVEL LANE
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NARROW MEDIAN DELINEATION (CONCRETE MEDIAN BARRIER)
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* PLACE SIGN AT END OF TAPER (6' TO 50' TYP)
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** LESS THAN NORMAL APPROACH SHOULDER WIDTH
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*** NORMAL APPROACH SHOULDER WIDTH
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* PLACE SIGN AT END OF TAPER (6' TO 50' TYP)
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** LESS THAN NORMAL APPROACH SHOULDER WIDTH
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*** NORMAL APPROACH SHOULDER WIDTH
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**
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STRUCTURE
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OM-3R
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*
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DELINEATION EVERY 37.5'
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SINGLE FACE CONCRETE BARRIER
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***
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TRAFFIC
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NARROW SHOULDER DELINEATION (CONCRETE BARRIER)
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9"
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EDGE OF SHOULDER
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EDGE OF TRAVEL LANE
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CONCRETE BARRIER (MEDIAN OR SINGLE FACE)
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***
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9"
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EDGE OF TRAVEL LANE
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EDGE OF TRAVEL LANE
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16'
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OM-3L
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CENTER PIER
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**
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*
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OM-3L
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TRAFFIC
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OVERHEAD ROADWAY
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TRAFFIC
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CONCRETE MEDIAN BARRIER
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***
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EDGE OF TRAVEL LANE
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EDGE OF TRAVEL LANE
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NARROW MEDIAN DELINEATION (PIER TRANSITION PIECE)
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* PLACE SIGN 3' FROM CENTER PIER
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LESS THAN NORMAL APPROACH SHOULDER WIDTH
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NORMAL APPROACH SHOULDER WIDTH
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***
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16'
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CONCRETE MEDIAN BARRIER
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CONCRETE MEDIAN BARRIER
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*
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**
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**
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***
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SEE NOTES
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SEE NOTES
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SEE NOTES
RECOMMENDED:
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TURNPIKE
PENNA
DATE:
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SHEETCONSTRUCTION AND MAINTENANCE
MISCELLANEOUS DETAILS
DECEMBER 2019 PTS-980
36 40PTS-980-36.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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TRAFFIC
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YELLOW OR WHITE
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DELINEATOR
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PLACING OF DELINEATORS ON TEMPORARY CONCRETE BARRIER
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NOTES: : 1. PLACE ONE (1) YELLOW OR WHITE DELINEATOR ON THE SIDE PLACE ONE (1) YELLOW OR WHITE DELINEATOR ON THE SIDE AND ON THE TOP OF THE BARRIER AT THE MIDPOINT OF EACH CONCRETE BARRIER SECTION, FACING TRAFFIC UNLESS PERMANENT BARRIER IS USED IN CONSTRUCTION. FOR PERMANENT BARRIER USED IN CONSTRUCTION, INSTALL DELINEATORS AT FINAL SPACING. 2. FOR SINGLE FACE CONCRETE BARRIER, INSTALL DELINEATORS FOR SINGLE FACE CONCRETE BARRIER, INSTALL DELINEATORS AS DESCRIBED IN #1 ABOVE.
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ROAD
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WORK
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2 MILES
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TYPE B
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45°
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TYPICAL PAVED SHOULDER/ROADWAY
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48" x 48"
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15 STRIPS
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15 STRIPS
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15 STRIPS
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20 STRIPS
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20 STRIPS
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20 STRIPS
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RUMBLE STRIP PATTERN
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RUMBLE STRIP
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LONGITUDINAL CROSS SECTION
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RUMBLE STRIP DETAIL
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2 MILES
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TYPICAL SHOULDER POST MOUNTED
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WORK
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ROAD
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TYPE III BARRICADE
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TYPICAL TEMPORARY SIGN INSTALLATION
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NOTES: 1. DISTANCE BETWEEN THE SIGN AND BARRICADE MAY VARY. DISTANCE BETWEEN THE SIGN AND BARRICADE MAY VARY. 2. ALL SHOULDER SIGNS ARE TO BE POST MOUNTED OFF THE ALL SHOULDER SIGNS ARE TO BE POST MOUNTED OFF THE PAVED SHOULDER AS PER PENNDOT TC-8700 UNLESS CONDITIONS WARRANT OTHERWISE. 3. THE LENGTH OF BARRICADE MAY NOT EQUAL OR EXCEED THE THE LENGTH OF BARRICADE MAY NOT EQUAL OR EXCEED THE WIDEST HORIZONTAL DIMENSION OF THE WIDEST SIGN INSTALLED ON THE BARRICADE. 4. BATTERY CASE MUST BE PLACED EITHER ON THE GROUND OR BATTERY CASE MUST BE PLACED EITHER ON THE GROUND OR ATTACHED 20" MAXIMUM ABOVE THE GROUND DIRECTLY TO THE POST OR BASE LEG. 5. PLACE SANDBAG BALLAST OR EQUAL ON BASE AS INDICATED OR PLACE SANDBAG BALLAST OR EQUAL ON BASE AS INDICATED OR DIRECTED TO REDUCE MOVEMENT DUE TO WIND. 6. USE PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL FOR USE PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL FOR BARRICADE RAILS. 7. TYPE B LIGHT IS TO BE MOUNTED ON THE TOP OF THE POST TYPE B LIGHT IS TO BE MOUNTED ON THE TOP OF THE POST CLOSEST TO TRAFFIC. 8. PROVIDE AND INSTALL CONCRETE BARRIER SUPPORT AS PROVIDE AND INSTALL CONCRETE BARRIER SUPPORT AS INDICATED IN SHEET 30 OF 40. DO NOT USE WITH SIGN AREA LARGER THAN 7.5 SQUARE FEET. DO NOT USE WITH SIGNS MOUNTED HIGHER THAN 7 FEET TO BOTTOM OF SIGN PANEL. DO NOT USE WITH BARRIER TALLER THAN 34". 9. SIGNS SHALL REMAIN IN THE VERTICAL POSITION WHEN LOCATED SIGNS SHALL REMAIN IN THE VERTICAL POSITION WHEN LOCATED WITHIN THE TURNPIKE RIGHT-OF-WAY.
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6"
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50'
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50'
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8" TO 12"
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12" MAX
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TYPE B
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48" x 48"
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12" MAX
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TYPICAL TEMPORARY CONCRETE
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BARRIER SUPPORT FOR MILE MARKER SIGNS
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MILE MARKER SIGN
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SEE NOTE 8
RECOMMENDED:
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TURNPIKE
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DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
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SHOULDER DELINEATION
DECEMBER 2019 PTS-980
37 40PTS-980-37.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
AutoCAD SHX Text
NOTES: 1. FOR BARRIER AND GUIDERAIL ALONG THE RIGHT SHOULDER, FOR BARRIER AND GUIDERAIL ALONG THE RIGHT SHOULDER, INSTALL WHITE TOP-MOUNT DELINEATORS ALONG THE LONGITUDINAL CENTERLINE. 2. FOR BARRIER AND GUIDERAIL ALONG THE LEFT SHOULDER AND FOR BARRIER AND GUIDERAIL ALONG THE LEFT SHOULDER AND MEDIAN, INSTALL YELLOW TOP-MOUNT DELINEATORS ALONG THE LONGITUDINAL CENTERLINE. 3. FOR BARRIER OR GUIDERAIL, PLACE DELINEATORS AT A FOR BARRIER OR GUIDERAIL, PLACE DELINEATORS AT A LONGITUDINAL SPACING FOR THE FOLLOWING SECTIONS: A. TANGENT SECTIONS - 72 FEET MINIMUM/75 FEET MAXIMUM, OR TANGENT SECTIONS - 72 FEET MINIMUM/75 FEET MAXIMUM, OR EVERY SIXTH BARRIER / GUIDERAIL PANEL. B. CURVED SECTIONS - 36 FEET MINIMUM/37.5 FEET MAXIMUM, OR CURVED SECTIONS - 36 FEET MINIMUM/37.5 FEET MAXIMUM, OR EVERY THIRD BARRIER / GUIDERAIL PANEL. 4. IN THE ABSENCE OF BARRIER AND GUIDERAIL, INSTALL WHITE IN THE ABSENCE OF BARRIER AND GUIDERAIL, INSTALL WHITE FLEXPOST DELINEATORS FOR RIGHT SHOULDER APPLICATIONS, AND YELLOW FLEXPOST DELINEATORS FOR MEDIAN AND LEFT SHOULDER APPLICATIONS. 5. INSTALL ONE (1) FLEX POST DELINEATOR AT THE BEGINNING OF INSTALL ONE (1) FLEX POST DELINEATOR AT THE BEGINNING OF THE WIDE AREA AND AT THE END OF THE WIDE AREA. THERE IS TO BE NO DELINEATION ALONG THE BACK OF THE WIDE AREA FOR SHOULDER APPLICATIONS. 6. MAXIMUM FLEX POST DELINEATOR SPACING AS SHOWN IN DETAIL F. MAXIMUM FLEX POST DELINEATOR SPACING AS SHOWN IN DETAIL F. FACE DELINEATORS TO ONCOMING TRAFFIC. POSTS TO BE PLACED APPROXIMATELY 1 FOOT BEHIND OUTER EDGE OF PAVED SHOULDER. 7. ELIMINATE FLEX POST DELINEATOR IF MILE MARKER OR TENTH/MILE ELIMINATE FLEX POST DELINEATOR IF MILE MARKER OR TENTH/MILE MARKER IS WITHIN 25 FEET. 8. ALL RED FLEXIBLE MARKERS USED TO IDENTIFY DRAINAGE ALL RED FLEXIBLE MARKERS USED TO IDENTIFY DRAINAGE STRUCTURES ARE NOT TO HAVE PENNDOT APPROVED RETROREFLECTIVE SHEETING.
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DETAIL A SINGLE FACE CONCRETE BARRIER ALONG ROCK CUT, SOUND BARRIERS, RETAINING WALLS, OR ROCK FALL FENCE
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SIDE-MOUNT DELINEATOR, TYPE O
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PENNDOT APPROVED RETROREFLECTIVE SHEETING
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26"
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TOP-MOUNT DELINEATOR, TYPE P
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TOP OF PAVEMENT
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27" (2S)
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19"
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PENNDOT APPROVED RETROREFLECTIVE SHEETING
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TYPE D DELINEATOR
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DETAIL C GUIDERAIL - 2-S OR 31-S
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TYPE B DELINEATOR
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DETAIL E DELINEATOR SPACING - CONCRETE BARRIER OR GUIDERAIL
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VARIES (SEE NOTE 1)
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TOP-MOUNT DELINEATOR, TYPE P
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DETAIL B CONCRETE MEDIAN BARRIER
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SIDE-MOUNT DELINEATOR, TYPE O
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PENNDOT APPROVED RETROREFLECTIVE SHEETING
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26"
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TOP-MOUNT DELINEATOR, TYPE P
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TOP OF PAVEMENT
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C
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L
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C
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L
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VARIES (SEE NOTE 1)
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27" (MB-2B)
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19"
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PENNDOT APPROVED RETROREFLECTIVE SHEETING
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TYPE D DELINEATOR
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DETAIL D GUIDERAIL MB-2B OR 31-SM
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TYPE B DELINEATOR
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SHOULDER
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TRAFFIC
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TRAFFIC
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TRAFFIC
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TRAFFIC
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EDGE OF PAVEMENT
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SHOULDER
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SHOULDER
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MEDIAN
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75' MAX SPACING (TANGENT)
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37.5' MAX SPACING (CURVED)
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EXISTING CONCRETE MEDIAN BARRIER, MEDIAN BARRIER GUIDERAIL MB-2B, OR MEDIAN BARRIER GUIDERAIL 31-SM
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EXISTING GUIDERAIL TYPE 2-S OR TYPE 31-S
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TRAFFIC
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105.5' MAX SPACING (50 PER MILE)
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SHOULDER
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TRAFFIC
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1'
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DETAIL F NO GUIDERAIL - FLEXPOST SPACING
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105.5' MAX SPACING (50 PER MILE)
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MEDIAN
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1'
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EXISTING SINGLE FACE CONCRETE MEDIAN BARRIER
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TYPE B AND TYPE D DELINEATORS
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TYPE B AND TYPE D DELINEATORS FOR GUIDERAIL OR TYPE O AND TYPE P DELINEATORS FOR BARRIER
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TYPE O AND TYPE P DELINEATORS
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MEDIAN SHOULDER
RECOMMENDED:
APPROVED:ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
DRAWING TYPE:FILE NAME:
SHEETCONSTRUCTION AND MAINTENANCE
SOLAR POWERED FLASHINGWARNING DEVICE DETAIL
DECEMBER 2019 PTS-980
38 40PTS-980-38.dwg
5ADECEMBER 30, 2019
DECEMBER 31, 2019
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SOLAR PANELS
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SOLAR PANEL ASSEMBLY, YELLOW UNIT
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SOLAR PANEL ASSEMBLY
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M.P.H.
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A
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A
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B
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}
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|
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XX
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GUIDERAIL MAY OR MAY NOT BE PRESENT ADJACENT TO PROPOSED LOCATIONS.
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CLASS A PLAIN CEMENT CONCRETE TO BE POURED AGAINST UNDISTURBED EARTH.
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12" ALUMINUM TRAFFIC SIGNAL HEAD, 1-SECTION WITH TUNNEL VISOR, YELLOW LED LENS, AND BACKPLATE, FLASHING ALTERNATELY
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12" ALUMINUM TRAFFIC SIGNAL HEAD, POWDER COATED YELLOW, 1-SECTION WITH TUNNEL VISOR, YELLOW LED LENS, AND BACKPLATE
SEAL OPENING BETWEEN CONCRETE AND POST WITH BITUMINOUS MATERIAL
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SEAL MOUNTED, TYPE E SIGNS, WITH STIFFENERS
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12 GUAGE GALVANIZED STEEL SLEEVE
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1. FOR FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS SEE TC-8701S. FOR FLAT SHEET ALUMINUM SIGNS WITH STIFFENERS SEE TC-8701S. 2. SPEED LIMIT FOR SIGN B, W13-1, TO BE AS DIRECTED BY THE REPRESENTATIVE.SPEED LIMIT FOR SIGN B, W13-1, TO BE AS DIRECTED BY THE REPRESENTATIVE.
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NOTES:
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ROAD
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GROUND
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12" - 24"
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6'
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6' MIN.
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6" X 6" WOOD POST
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14'
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15''
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6' MIN.
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SIGN FACES
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2" HOLES
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1' 2"
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4"
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30"
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24"
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SIGN DETAILS
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N.T.S.
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6"
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STANDARD WARNING SIGN 48" X 48"
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M.P.H.
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B
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XX
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W13-1 24" X 24"
RECOMMENDED:
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CHIEF ENGINEER
TURNPIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSIONSTANDARD DRAWING
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DECEMBER 2019 PTS-980
39 40PTS-980-39.dwg
5A
PA TURNPIKE
WE BILL YOU
DECEMBER 30, 2019
DECEMBER 31, 2019
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FONT:
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(2) Calibri
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(1) khmerUlb
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WHITE BORDER TO PURPLE PLATE OUTLINE
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TOP = cc LEFT = dd RIGHT = ee BOTTOM = ff
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WHITE TYPE XI REFLECTORIZED LEGEND.
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H
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I
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TOLL BY PLATE DETAIL
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WHITE TYPE XI REFLECTORIZED BACKGROUND.
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K
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PURPLE TYPE XI REFLECTORIZED BACKGROUND WITH WHITE TYPE XI REFLECTORIZED LEGEND.
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*
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PURPLE TYPE XI REFLECTORIZED BACKGROUND, PANTONE 259C.
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TOLL AND PLATE LEGEND, PANTONE 342
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J
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a
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b
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c
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6.56
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d
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5.81
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e
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3.98
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f
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g
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3.97
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h
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1.73
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i
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j
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k
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l
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2.4
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m
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n
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7.24
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o
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1.5
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18"
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8.75
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7.75
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5.3
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13.4
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5.3
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2.4
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3.2
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9.65
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9
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24"
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7.95
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3.6
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4.8
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36"
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7.5
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2
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5.1
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24
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17.56
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21.64
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18
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5.63
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10.05
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6.82
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3.83
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13.17
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16.23
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36
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11.25
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13.13
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11.62
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7.95
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26.34
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14.48
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32.46
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3
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13.5
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13.5
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20.1
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p
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q
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0.75
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2.1
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2.8
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1.5
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4.2
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r
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2.4
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3.2
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4.8
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s
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15.3
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t
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2.4
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3.2
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4.8
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u
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0.98
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1.3
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v
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6.45
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8.6
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w
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3.90
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5.2
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7.8
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x
AutoCAD SHX Text
10.2
AutoCAD SHX Text
y
AutoCAD SHX Text
z
AutoCAD SHX Text
0.27
AutoCAD SHX Text
0.36
AutoCAD SHX Text
0.54
AutoCAD SHX Text
aa
AutoCAD SHX Text
2.6
AutoCAD SHX Text
3.47
AutoCAD SHX Text
5.21
AutoCAD SHX Text
bb
AutoCAD SHX Text
0.71
AutoCAD SHX Text
0.94
AutoCAD SHX Text
1.41
AutoCAD SHX Text
1
AutoCAD SHX Text
54.85
AutoCAD SHX Text
11.47
AutoCAD SHX Text
7.65
AutoCAD SHX Text
41.14
AutoCAD SHX Text
22.95
AutoCAD SHX Text
1.95
AutoCAD SHX Text
82.28
AutoCAD SHX Text
12.9
AutoCAD SHX Text
18"
AutoCAD SHX Text
24"
AutoCAD SHX Text
36"
AutoCAD SHX Text
cc
AutoCAD SHX Text
dd
AutoCAD SHX Text
0.65
AutoCAD SHX Text
0.86
AutoCAD SHX Text
1.29
AutoCAD SHX Text
ee
AutoCAD SHX Text
0.47
AutoCAD SHX Text
0.62
AutoCAD SHX Text
0.93
AutoCAD SHX Text
ff
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.29
AutoCAD SHX Text
0.44
AutoCAD SHX Text
0.47
AutoCAD SHX Text
0.63
AutoCAD SHX Text
0.95
AutoCAD SHX Text
PA SHIELD
AutoCAD SHX Text
PA SHIELD
AutoCAD SHX Text
15.30
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
J
AutoCAD SHX Text
K
AutoCAD SHX Text
t(2)
AutoCAD SHX Text
r(2)
AutoCAD SHX Text
H I
AutoCAD SHX Text
H I
AutoCAD SHX Text
E-Z PASS DETAIL
AutoCAD SHX Text
WHITE TYPE XI REFLECTORIZED LEGEND.
AutoCAD SHX Text
PURPLE TYPE XI REFLECTORIZED BACKGROUND, PANTATONE 259C.
