PENNA...TURN PIKE PENNA DECEMBER 2015 EDITION %%uPENNSYLVANIA TURNPIKE COMMISSION%%u %%uINDEX OF STANDARDS FOR MAINTENANCE AND PROTECTION OF TRAFFIC%%u %%uSTANDARD DRAWING%%u
TUSCARORA TUNNEL, BLUE MOUNTAIN - KITTATINNY TUNNELS
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AND LEHIGH TUNNEL)
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DECEMBER 2015
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NOISE BARRIER PANEL 2 SIGN OVERHEAD CANTILEVER
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SHT. 12 OF 13
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LONG-TERM LANE CLOSURE
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ADVANCE SIGNING FOR 3-LANES TO 2-LANES
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DECEMBER 2015
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SHT. 13 OF 13
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CROSSOVER TRAFFIC PATTERN
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DECEMBER 2015
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ADVANCE SIGNING FOR SURVEY OR UTILITY WORK
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ON SHOULDER
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SHT. 9 OF 9
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DECEMBER 2015
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SHT. 9 OF 18
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INSTALLATION OF MILE MARKER SIGNS ON SOUND BARRIERS, RETAINING WALLS OR ROCK FALL FENCE
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DECEMBER 2015
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RAMP BRIDGE CROSSOVER
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ADVANCE WARNING SIGNS FOR WORK ON RAMPS
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TOLL PLAZA RIGHT LANE CLOSURE
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SHT. 2 OF 9
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SHT. 4 OF 9
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SHT. 1 OF 9
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PTS-940 (9 SHEETS)
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SHT. 5 OF 9
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GENERAL NOTES
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TOLL PLAZA CENTER LANE CLOSURE
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SHT. 3 OF 9
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DECEMBER 2015
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DECEMBER 2015
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DECEMBER 2015
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DECEMBER 2015
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DECEMBER 2015
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EXPRESS E-ZPASS CLOSURE
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E-ZPASS ONLY SLIP RAMP
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WORK ZONE ON RAMP
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SHT. 6 OF 9
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SHT. 8 OF 9
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SHT. 9 OF 9
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TWO-LANE RAMP, ONE LANE CLOSURE
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SHT. 7 OF 9
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DECEMBER 2015
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DECEMBER 2015
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DECEMBER 2015
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DECEMBER 2015
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CONSTRUCTION INTERCHANGE OPERATIONS
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CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
GENERAL NOTES AND ADVANCED SIGNING
DECEMBER 2015PTS-900
1 13
PTS-900-1.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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MEDIAN
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SHOULDER
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%%U2 MILE ADVANCED SIGNING FOR WORK ZONES
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W20-1
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2 MILES
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WORK
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ROAD
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BY THE REPRESENTATIVE
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LOCATE AS DIRECTED
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MPT-33
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NEXT XX MILES
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PATTERNS
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NEW TRAFFIC
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CAUTION
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ROAD
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WORK
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1 MILE
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W20-1
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3140'
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1320'
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%%uGENERAL NOTES%%u
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17.
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18.
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19.
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20.
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22.
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26.
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27.
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1.
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4.
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5.
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6.
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7.
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8.
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9.
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10.
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11.
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12.
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13.
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14.
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15.
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16.
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S = NORMAL SPEED LIMIT IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
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L = S x W
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WARNING AND DESTINATION SIGNS.
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MAINTAIN A MINIMUM SPACING OF 200 FEET BETWEEN ALL REGULATORY,
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PERIOD OF TWO (2) OR MORE WEEKS.
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TURNPIKE RIGHT-OF-WAY CONSTRUCTION SIGNS NOT NEEDED OR USED FOR A
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COVER OR REMOVE FROM THE SITE ALL SIGNS NOT IN USE. REMOVE FROM THE
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MEDIAN AREAS GREATER THAN 10 FEET, USE DIAMOND CONSTRUCTION SIGNS.
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MEDIAN AREAS 10 FEET OR LESS, USE RECTANGULAR CONSTRUCTION SIGNS.
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REPRESENTATIVE BEFORE WORK BEGINS.
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PLACE ALL TRAFFIC CONTROL DEVICES AND HAVE THEM INSPECTED BY THE
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PROVISIONS.
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COMPLETION OF THE WORK UNLESS OTHERWISE SPECIFIED IN THE SPECIAL
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REMOVE ALL TRAFFIC CONTROL SIGNS AND DEVICES IMMEDIATELY UPON THE
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AND MAINTAIN TRAFFIC ACCORDING TO THE CONTRACT DOCUMENTS.
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FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES
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THE LIMITS OF CONSTRUCTION.
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OF THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN
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THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION
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25.
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24.
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WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
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THE CONTRACTOR IS CAUTIONED THAT OTHER COMMISSION CONTRACTOR(S) AND/OR
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COMMISSION MAINTENANCE PERSONNEL MAY BE WORKING ADJACENT TO THE WORK
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ZONE(S) DURING PORTIONS OF THIS CONTRACT PERIOD. THE REPRESENTATIVE WILL
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2.
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SPECIFY THE WORKING SEQUENCE OF THE CONTRACTS IN ORDER TO FACILITATE
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COORDINATED TRAFFIC CONTROL OPERATION.
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ASSOCIATED GUIDELINES, CAN BE FOUND IN THE 67 PA CODE, CHAPTER 212, OFFICIAL
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TO THE REQUIREMENTS OF ACT 229. THESE SIGNS AND DEVICES, AS WELL AS THE
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LIGHT AND THE SPEED DISPLAY SIGN HAVE BEEN CREATED BY PENNDOT IN RESPONSE
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THE R22-1, W21-19 AND W21-20 SIGNS, THE WHITE TYPE B HIGH-INTENSITY FLASHING
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TRAFFIC CONTROL DEVICES. REVIEW, FAMILIARIZE, AND APPLY THESE GUIDELINES AND
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3.
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ALL ITS SUPPLEMENTS AS REQUIRED BY ACT 229.
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SEE APPROPRIATE PTS SHEET OR MPT PLANS
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%%uLEGEND%%u
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TRAFFIC FLOW
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WORK ZONE
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IMPACT ATTENUATORS (AS REQUIRED)
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CHANNELIZING DEVICE
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CONCRETE BARRIER
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7'-0" END SECTION
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TEMPORARY CONCRETE BARRIER
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12'-0"(MIN.) SECTION WITH GLARE SCREEN
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12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER
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SIGN & SUPPORT
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TYPE B LIGHT
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ARROW PANEL
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21.
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CHANNELIZING DEVICES ARE TO BE PENNDOT APPROVED VERTICAL PANELS WITH SELF-BALLASTED BASES UNLESS OTHERWISE SPECIFIED. THE ENTIRE FACE OF THE VERTICAL PANEL VISIBLE TO TRAFFIC IS TO BE REFLECTORIZED WITH PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL. COMPLETELY REMOVE CHANNELIZING DEVICES FROM THE ROADWAY SO THEY ARE NOT VISIBLE TO MOTORISTS DURING NON-WORKING HOURS.
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28.
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29.
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23.
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THESE PLANS ARE NOT INTENDED TO RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE PROTECTION OF THE PUBLIC AND THE CONSTRUCTION PERSONNEL. THE STANDARDS PRESCRIBED ARE MINIMUM AND ADDITIONAL PROTECTION MAY BE NEEDED IF PROBLEMS ARE ENCOUNTERED DURING THE TERM OF THE CONTRACT. THE CONTRACTOR WILL BE EXPECTED TO CONSTANTLY REVIEW THIS PLAN FOR ADEQUACY AND TO RECOMMEND CHANGES FOR THE REPRESENTATIVE'S APPROVAL WHEN INADEQUACIES ARE DISCOVERED.
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HAVE A SUFFICIENT AMOUNT OF THE FOLLOWING SIGNS AVAILABLE IN CASE THEIR USE BECOMES NECESSARY; ADDITIONAL W14-7 "WATCH FOR STOPPED VEHICLES", W3-4 "BE PREPARED TO STOP", W8-11 "UNEVEN LANES", R4-104 "TRUCKS BUSES...", R3-9DP "END", AND MPT-35 "AHEAD". IT IS NOT INTENDED THAT THESE SIGNS BE PART OF THE NORMAL TRAFFIC CONTROL OR A SUPPLEMENT THERETO.
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COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES USING THE FOLLOWING FORMULA:
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SIGNS AND DEVICES MAY BE ADJUSTED TO FIT FIELD CONDITIONS.
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CHANNELIZING DEVICES MAY BE TEMPORARILY RELOCATED, AS APPROVED BY THE REPRESENTATIVE, TO ALLOW FOR WORK TO BE PERFORMED. THE CHANNELIZING DEVICES MUST REMAIN BETWEEN TRAFFIC AND THE WORK ZONE.
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CONCRETE BARRIER DETAILS ARE TO BE ACCORDING TO PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION, RC-57M, RC-59M, AND PTC STANDARDS FOR ROADWAY CONSTRUCTION.
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ESTABLISH WORK ZONE SPEED LIMIT OF 55 MPH IN ALL CONSTRUCTION ZONES EXCEPT WHEN USING TUNNEL CROSS-OVER TRAFFIC PATTERN ESTABLISH WORK ZONE SPEED LIMIT OF 40 MPH.
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ESTABLISH WORK ZONE SPEED LIMIT BY INSTALLING 55 MPH SPEED LIMIT SIGNS IN MEDIAN AND SHOULDER 1/2 MILE IN ADVANCE OF CONSTRUCTION AREA ACCESS OPENINGS AS SHOWN ON PTS-900, SHEET 4 OF 13.
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55 MPH IS ONLY PERMITTED DURING ALLOWABLE WORKING HOURS AND WHEN WORK IS OCCURING.
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COVER OR REMOVE WORK ZONE SPEED LIMIT SIGNS WHEN ALL NORMAL LANES AND ALL NORMAL MEDIAN AND SHOULDER ARE AVAILABLE AND ARE AT THE SAME ELEVATION FOR THE AFFECTED DIRECTION(S). COVER OR REMOVE WORK ZONE SPEED LIMIT SIGNS WHEN TEMPORARY CONCRETE BARRIER CLOSES THE MEDIAN OR SHOULDER.
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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2140'
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IF ALL LANES IN ONE DIRECTION ARE OPEN TO TRAFFIC AND A PAVEMENT DIFFERENTIAL EXISTS BETWEEN ANY OF THE LANES, INSTALL A W8-11 (UNEVEN LANES) SIGN ON THE LEFT SHOULDER AND THE RIGHT SHOULDER 1500 FEET IN ADVANCE OF WHERE THE PAVEMENT DIFFERENTIAL BEGINS. LOCATE W8-11 SIGNS ON THE RIGHT SHOULDER AT 1/2 MILE INTERVALS THROUGHOUT THE AREA WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE. IN ADDITION, LOCATE W8-11 SIGNS ON THE ACCELERATION RAMPS OF INTERCHANGES AND SERVICE PLAZAS WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE.
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IF THE RIGHT LANE IS OPEN TO TRAFFIC AND A DIFFERENTIAL BETWEEN THE RIGHT LANE AND SHOULDER PAVEMENT EXISTS, INSTALL A W8-9 (LOW SHOULDER) SIGN ON THE RIGHT SHOULDER 1500 FEET IN ADVANCE OF WHERE THE PAVEMENT DIFFERENTIAL BEGINS. LOCATE W8-9 SIGNS ON THE RIGHT SHOULDER AT 1/2 MILE INTERVALS THROUGHOUT THE AREA WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE. IN ADDITION, LOCATE W8-9 SIGNS ON THE ACCELERATION RAMPS OF INTERCHANGES AND SERVICE PLAZAS WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE.
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PROVIDE A PORTABLE CHANGEABLE MESSAGE SIGN ON THE RIGHT SHOULDER APPROXIMATELY 1 MILE IN ADVANCE OF THE PAVEMENT DIFFERENTIAL. MESSAGE AS DIRECTED BY THE REPRESENTATIVE.
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INSTALL, RESET, RELOCATE, AND REMOVE ANY PERMANENT AND/OR TEMPORARY CONCRETE BARRIER SO THAT NO BLUNT END OF THE BARRIER IS EXPOSED TO ONCOMING TRAFFIC.
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ENSURE THAT ALL EQUIPMENT APPROACHES, ENTERS, AND DEPARTS FROM WORKING AREAS IN THE DIRECTION OF AND WITH THE NORMAL ADJACENT TRAFFIC FLOW.
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VEHICLES, EQUIPMENT, MATERIAL AND WORKERS ARE NOT TO BE LOCATED IN THE BUFFER ZONE.
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POST THE G20-2 (END ROAD WORK) SIGN AND THE NORMAL SPEED LIMIT FOR THE AREA (55 MPH, 65 MPH OR 70 MPH) AT THE END OF THE WORK ZONE. IF THE PHYSICAL WORK ZONE IS FOLLOWED BY ANOTHER PHYSICAL WORK ZONE WITHIN 2 MILES, THEN THE G20-2 SIGN IS NOT TO BE USED AND THE R2-1 SIGN AT THE END OF THE FIRST WORK ZONE IS TO BE 55 MPH.
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TYPE B LIGHT IS TO BE MOUNTED ON THE SIDE CLOSEST TO TRAFFIC AS SHOWN ON PTS-980, SHEET 18 OF 18.
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EXISTING R2-2-2, "WORK ZONE SPEED LIMIT 55 MPH", SIGNS MAY ONLY BE USED FOR THE REMAINDER OF THEIR SERVICEABLE LIFE.
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IF THE MEDIAN SHOULDER WIDTH IS A MINIMUM OF 12 FEET AND IF THE LEFT LANE IS OPEN TO TRAFFIC AND A DIFFERENTIAL BETWEEN THE LEFT LANE AND MEDIAN PAVEMENT EXISTS, INSTALL A W8-9 (LOW SHOULDER) SIGN ON THE LEFT SHOULDER 1500 FEET IN ADVANCE OF WHERE THE PAVEMENT DIFFERENTIAL BEGINS. LOCATE W8-9 SIGNS ON THE LEFT SHOULDER AT 1/2 MILE INTERVALS THROUGHOUT THE AREA WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE. IN ADDITION, LOCATE W8-9 SIGNS ON THE ACCELERATION RAMPS OF INTERCHANGES AND SERVICE PLAZAS WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE.
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PROVIDE AT MINIMUM A 40 FOOT WIDTH BEYOND THE EDGE OF THE TRAVEL LANE FREE OF OBSTACLES AND DROP-OFFS GREATER THAN 2 INCHES IN DEPTH IN WORK ZONE(S) DURING NON-WORKING HOURS OR SEPARATE WORK ZONE(S) FROM MOTORISTS WITH TEMPORARY CONCRETE BARRIER. SEPARATION OF WORK ZONE(S) IS INCIDENTAL TO THE MPT.
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DETAILS FOR THE SIGNS AND DEVICES CAN BE FOUND IN THESE PLANS, PENNDOT PUBLICATION 236, PENNDOT PUBLICATION 212 AND ARE TO BE MANUFACTURED BY A DEPARTMENT OF TRANSPORTATION APPROVED MANUFACTURER AS LISTED IN PENNDOT PUBLICATION 35.
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USE PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL FOR SIGNS. DO NOT USE METAL OR WOOD SIGNS IN MEDIAN.
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NORMAL POSTED SPEED LIMIT SIGNS ARE TO REMAIN UNCOVERED IN 2 MILE ADVANCED SIGNING AREA FOR WORK ZONES, AS SHOWN ON PTS-900, SHEET 1 OF 13.
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IF TRAFFIC IS CROSSING THE CLOSED LANE OR RUNNING ON THE MILLED LANE AND A PAVEMENT DIFFERENTIAL EXISTS, PROVIDE A PAVED 1 INCH PER FOOT WEDGE TO REMOVE THE VERTICAL DROP-OFF AT THE ENTRANCES AND EXITS TO INTERCHANGES, SERVICE PLAZAS, MAINTENANCE SHEDS AND ACCESS RAMPS FOR THE FULL LENGTH OF THE RAMPS.
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LANES NARROW DETAIL
DECEMBER 2015PTS-900
2 13
PTS-900-2.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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500 FT
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NARROW
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LANES
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W5-4-1
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SEE ADVANCED SIGNING PTS-900
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SHEET 1 OF 13
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100'
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L
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TWO LANES NARROW (W < 2.5 FT.)
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W/4"
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W
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A
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BW/4"
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WORK ZONE
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L =
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W =
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S =
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L =
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A =
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MINIMUM DESIRABLE TRANSITION/SHIFT LENGTH IN FEET
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WIDTH OF OFFSET IN FEET
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NORMAL SPEED LIMIT IN MILES PER HOUR
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S x W
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WIDTH OF TRAVEL WAY
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150'
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150'
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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TEMPORARY CONCRETE BARRIER
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12'-0"(MIN.) SECTION
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12'-0"(MIN.) SECTION WITH GLARE SCREEN
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TEMPORARY CONCRETE BARRIER
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7'-0" END TRANSITION
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CONCRETE BARRIER
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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NEXT XX MILES
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NO SHOULDER
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MPT-31
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500'
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W5-4-1
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1000 FT
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NARROW
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LANES
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D
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D
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SEE NOTE 8
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*
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*
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1000'
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250'
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250'
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500 FT
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NARROW
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LANES
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W5-4-1
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SEE ADVANCED SIGNING PTS-900
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SHEET 1 OF 13
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WORK
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100'
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L
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THREE LANES NARROW (W < 3.75 FT.)
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W/4"
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W
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A
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BW/4"
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WORK ZONE
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L =
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W =
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S =
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L =
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A =
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MINIMUM DESIRABLE TRANSITION/SHIFT LENGTH IN FEET
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WIDTH OF OFFSET IN FEET
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NORMAL SPEED LIMIT IN MILES PER HOUR
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S x W
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WIDTH OF TRAVEL WAY
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150'
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150'
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NEXT XX MILES
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NO SHOULDER
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MPT-31
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500'
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W5-4-1
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1000 FT
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NARROW
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LANES
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D
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D
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SEE NOTE 8
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*
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1000'
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250'
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250'
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LANES NARROW NOTES:
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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1460'
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1460'
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1.USE THE TWO LANE DETAIL WHEN W < 2.5 FT. AND USE THE TWO LANE DETAIL WHEN W < 2.5 FT. AND < 2.5 FT. AND 2.5 FT. AND A < 24 FT. USE THE THREE LANE DETAIL WHEN W < 3.75 FT. AND A < 36 FT. 3.75 FT. AND A < 36 FT. 2.WHEN LANES NARROW TO THE RIGHT, ELIMINATE WHEN LANES NARROW TO THE RIGHT, ELIMINATE MPT-31. 3.WHEN LANES NARROW WITHIN A WORK ZONE USE WHEN LANES NARROW WITHIN A WORK ZONE USE ONLY W5-4-1 (1000') AND W5-4-1 (500'). 4.TYPE OF PAVEMENT MARKINGS ARE INDICATED ON TYPE OF PAVEMENT MARKINGS ARE INDICATED ON THE PLANS. 5.ESTABLISH END ROAD WORK AND SPEED LIMIT ESTABLISH END ROAD WORK AND SPEED LIMIT SIGNING AT END OF CONSTRUCTION AREA AS INDICATED IN NOTE 27, PTS-900, SHEET 1 OF 13. 6.PROVIDE EMERGENCY PULL-OFFS AT A SPACING PROVIDE EMERGENCY PULL-OFFS AT A SPACING OF APPROXIMATELY 1 MILE EACH DIRECTION THROUGH WORK ZONE. 7.ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-900 SHEET 1 OF 13. 8.TAPER 30:1 TO OUTSIDE EDGE OF PAVED SHOULDER. TAPER 30:1 TO OUTSIDE EDGE OF PAVED SHOULDER. FROM OUTSIDE EDGE OF PAVED SHOULDER, TAPER AS PER RC-57M. WHEN LANES NARROW TO THE RIGHT AND A FULL TAPER IS NOT FEASIBLE IN MEDIAN, THEN SEE NOTE 9. 9.PROVIDE PROPER END TREATMENT FOR BARRIER, PROVIDE PROPER END TREATMENT FOR BARRIER, BY TAPERING BARRIER AND BURYING, TAPERING BARRIER AND CONNECT TO GUIDE RAIL OR BARRIER, OR TAPERING BARRIER AND PROVIDE TEMPORARY IMPACT ATTENUATOR.
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LANES SHIFT DETAIL
DECEMBER 2015PTS-900
3 13
PTS-900-3.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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WORK ZONE
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SHEET 1 OF 13
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SEE ADVANCED SIGNING PTS-900
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L
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100'
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SEE NOTE 10
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W/4"
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150'
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W
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A
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BW/4"
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TWO LANES SHIFT (W > 2.5 FT.)
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9.
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150'
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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TEMPORARY CONCRETE BARRIER
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12'-0"(MIN.) SECTION
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12'-0"(MIN.) SECTION WITH GLARE SCREEN
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TEMPORARY CONCRETE BARRIER
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7'-0" END TRANSITION
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CONCRETE BARRIER
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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MPT-31
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NO SHOULDER
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NEXT XX MILES
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500'
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500'
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500'
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W1-4BL
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W1-4BL
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WIDTH OF TRAVEL WAY
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A =
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NORMAL SPEED LIMIT IN MILES PER HOUR
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WIDTH OF OFFSET IN FEET
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MINIMUM DESIRABLE TRANSITION/SHIFT LENGTH IN FEET
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S x W
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L =
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D
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S =
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W =
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L =
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D
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*
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11.
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*
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*
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1500'
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SHIFT
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LANES
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W5-5
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250'
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250'
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10.
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WORK ZONE
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SHEET 1 OF 13
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SEE ADVANCED SIGNING PTS-900
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L
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100'
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SEE NOTE 10
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W/4"
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150'
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W
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A
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BW/4"
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THREE LANES SHIFT (W > 3.75 FT.)
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150'
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MPT-31
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NO SHOULDER
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NEXT XX MILES
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500'
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500'
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500'
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W1-4CL
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W1-4CL
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W16-103P
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AHEAD
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1000 FT
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WIDTH OF TRAVEL WAY
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A =
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NORMAL SPEED LIMIT IN MILES PER HOUR
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WIDTH OF OFFSET IN FEET
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MINIMUM DESIRABLE TRANSITION/SHIFT LENGTH IN FEET
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S x W
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L =
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D
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S =
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W =
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L =
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D
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*
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*
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1500'
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SHIFT
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LANES
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W5-5
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250'
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250'
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LANES SHIFT NOTES:
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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W16-103P
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AHEAD
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500 FT
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W16-103P
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AHEAD
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1000 FT
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W16-103P
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AHEAD
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500 FT
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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1460'
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1460'
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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USE THE TWO LANE DETAIL WHEN W > 2.5 FT. OR W < 2.5 FT. AND A = 24 FT. USE THE THREE LANE DETAIL WHEN W > 3.75 FT. AND A = 36 FT. SHIFT TRAFFIC PRIOR TO AND AFTER WORK ZONE.
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WHEN LANES SHIFT TO THE RIGHT, REPLACE EITHER W1-4BL WITH W1-4BR OR W1-4CL WITH W1-4CR.
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WHEN LANES SHIFT WITHIN A WORK ZONE IN A TWO LANE SECTION, USE ONLY W5-5 (1500'), W1-4BL (BR) WITH W16-2 (1000') AND W1-4BL (BR) WITH W16-2 (500'). WHEN LANES SHIFT WITHIN A WORK ZONE IN A THREE LANE SECTION, USE ONLY W5-5 (1500'), W1-4CL (CR) WITH W16-2 (1000') AND W1-4CL (CR) WITH W16-2 (500').
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TYPE OF PAVEMENT MARKINGS ARE INDICATED ON THE PLANS.
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PROVIDE LANE SHIFT SIGNING OPPOSITE OF LANE SHIFT SIGNING ENTERING WORK ZONE, WHEN MOVING TRAFFIC BACK TO NORMAL LANES.
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W24-1AL AND W24-1AR SIGNS MAY BE USED IN LIEU OF THE W1-4BL AND W1-4BR SIGNS WHEN THE TANGENT DISTANCE FOR THE SHIFTED TRAFFIC MAKES IT DIFFICULT TO INSTALL A SECOND SET OF TWO LANE REVERSE CURVE SIGNS (W1-4B SERIES). W24-1BL AND W24-1BR SIGNS MAY BE USED IN LIEU OF THE W1-4CL AND W1-4CR SIGNS WHEN THE TANGENT DISTANCE FOR THE SHIFTED TRAFFIC MAKES IT DIFFICULT TO INSTALL A SECOND SET OF THREE LANE REVERSE CURVE SIGNS (W1-4C SERIES).
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ESTABLISH END ROAD WORK AND SPEED LIMIT SIGNING AT END OF CONSTRUCTION AREA AS INDICATED IN NOTE 27, PTS-900, SHEET 1 OF 13.
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PROVIDE EMERGENCY PULL-OFFS AT A SPACING OF APPROXIMATELY 1 MILE EACH DIRECTION THROUGH WORK ZONE WHEN SHOULDER IS NOT AVAILABLE.
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ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-900, SHEET 1 OF 13.
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TAPER 30:1 TO OUTSIDE EDGE OF PAVED SHOULDER. FROM OUTSIDE EDGE OF PAVED SHOULDER, TAPER AS PER RC-57M. IF FULL TAPER IS NOTE FEASIBLE IN MEDIAN, THEN SEE NOTE 11.
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PROVIDE PROPER END TREATMENT FOR BARRIER, BY TAPERING BARRIER AND BURYING, TAPERING BARRIER AND CONNECT TO GUIDE RAIL OR BARRIER, OR TAPERING BARRIER AND PROVIDE TEMPORARY IMPACT ATTENUATOR.
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5.
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6.
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7.
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8.
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1.
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2.
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3.
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4.
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
MISCELLANEOUS DETAILS
DECEMBER 2015PTS-900
4 13
PTS-900-4.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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NOTES:
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60'
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25' TYP.
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MIN.
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TRAFFIC
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ON SHOULDER
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20:1 TAPER
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%%uEMERGENCY PULL OFF - TYPE III%%u
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12' MIN.
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G30-2
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EMERGENCY
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PULL OFF
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1500 FT.
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PULL OFF
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EMERGENCY
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G30-1
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EDGE OF PAVEMENT
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4" TEMPORARY SOLID WHITE
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EDGE LINE AT BACK
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OF SHOULDER
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4" TEMPORARY SOLID WHITE
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G30-1
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EMERGENCY
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PULL OFF
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1500 FT.
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PULL OFF
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EMERGENCY
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G30-2
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12' MIN.
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20:1 TAPER
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TRAFFIC
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%%uEMERGENCY PULL OFF - TYPE I%%u
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%%uIN TEMPORARY CONCRETE BARRIER%%u
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540' MIN.
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TEMPORARY CONCRETE
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BARRIER
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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TEMPORARY CONCRETE BARRIER
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12'-0"(MIN.) SECTION
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12'-0"(MIN.) SECTION WITH GLARE SCREEN
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TEMPORARY CONCRETE BARRIER
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7'-0" END TRANSITION
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CONCRETE BARRIER
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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1500'
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1500'
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300'
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300'
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240' MIN.
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600' MIN.
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100'
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*
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*
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*
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*
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*
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100'
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240' MIN.
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%%uFOR ACCESS TO CONSTRUCTION AREA%%u
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4" TEMPORARY SOLID WHITE
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12' MIN.
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20:1 TAPER
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TRAFFIC
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540' MIN.
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TEMPORARY CONCRETE
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BARRIER
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1000'
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300'
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240' MIN.
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W25-5
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AHEAD
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ENTRANCE
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CONSTRUCTION
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VARIES
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CHANNELIZING DEVICES TO BE MOVED
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AS REQUIRED FOR ACCESS (TYP)
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%%UOPENING IN TEMPORARY CONCRETE BARRIER
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EDGE LINE
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EDGE LINE
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25' TYP
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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150'
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1.CLOSE CONSTRUCTION OPENINGS WITH TEMPORARY CONCRETE BARRIER WHEN CLOSE CONSTRUCTION OPENINGS WITH TEMPORARY CONCRETE BARRIER WHEN NOT REQUIRED FOR MORE THAN THREE DAYS. THIS WORK IS INCIDENTAL TO THE MPT. 2.LOCATION SUBJECT TO APPROVAL BY REPRESENTATIVE. LOCATION SUBJECT TO APPROVAL BY REPRESENTATIVE. 3.STATION FLAGGER AT ACCESS POINTS WHEN ACCESS AREA IS ACTIVE. EQUIP STATION FLAGGER AT ACCESS POINTS WHEN ACCESS AREA IS ACTIVE. EQUIP FLAGGER WITH PENNDOT APPROVED, LIKE NEW, STOP/SLOW PADDLE WITH ENTIRE "STOP" PANEL COVERED. PROVIDE A PLATFORM AS NECESSARY TO ALLOW THE FLAGGER TO VIEW ONCOMING TRAFFIC. 4.INSTALL W25-5 "CONSTRUCTION ENTRANCE AHEAD" SIGN 1000' IN ADVANCE OF INSTALL W25-5 "CONSTRUCTION ENTRANCE AHEAD" SIGN 1000' IN ADVANCE OF CONSTRUCTION AREA ACCESS OPENINGS. 5.INSTALL 55 MPH SPEED LIMIT SIGNS IN MEDIAN AND SHOULDER MILE IN INSTALL 55 MPH SPEED LIMIT SIGNS IN MEDIAN AND SHOULDER MILE IN 12 MILE IN ADVANCE OF CONSTRUCTION AREA ACCESS OPENINGS. 6.PLACE CHANGEABLE MESSAGE BOARD 2000 FEET IN ADVANCE OF CONSTRUCTION PLACE CHANGEABLE MESSAGE BOARD 2000 FEET IN ADVANCE OF CONSTRUCTION AREA ACCESS OPENINGS. MESSAGE AS DIRECTED BY REPRESENTATIVE. 7.ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING AT END OF ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING AT END OF CONSTRUCTION AREA ACCESS OPENINGS AS INDICATED IN NOTE 27, PTS-900, SHEET 1 OF 13.
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FLAGGER
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NOTES: 1. SPACE EMERGENCY PULL OFFS AT APPROXIMATELY 1 MILE EACH DIRECTION. 2.EMERGENCY PULL OFF - TYPE II USES AN EXISTING WIDE AREA WITH A MINIMUM EMERGENCY PULL OFF - TYPE II USES AN EXISTING WIDE AREA WITH A MINIMUM SIZE AS INDICATED FOR TYPE III. SIGN ACCORDING TO EMERGENCY PULL OFF - TYPE III REQUIREMENTS. 3.RELOCATE NEAREST TENTH MILE MARKER TO EACH EMERGENCY PULL OFF. RELOCATE NEAREST TENTH MILE MARKER TO EACH EMERGENCY PULL OFF. LOCATE TO MAXIMIZE VISIBILITY FOR THE MOTORIST AND AS APPROVED BY THE REPRESENTATIVE. 4.ERECT D12-14A, "EMERGENCY CELLULAR *11" SIGN WITHIN EACH EMERGENCY ERECT D12-14A, "EMERGENCY CELLULAR *11" SIGN WITHIN EACH EMERGENCY PULL-OFF. LOCATE TO MAXIMIZE VISIBILITY FOR THE MOTORIST AND AS APPROVED BY THE REPRESENTATIVE. 5.EMERGENCY PULL OFFS MAY BE USED BY THE CONTRACTOR TO ACCESS EMERGENCY PULL OFFS MAY BE USED BY THE CONTRACTOR TO ACCESS CONSTRUCTION AREAS ONLY IF THE EMERGENCY PULL OFF IS UNOCCUPIED. THE COMMISSION ASSUMES NO LIABILITY FOR THE FREQUENCY OF EMERGENCY PULL OFF USE BY ITS CUSTOMERS. IF EMERGENCY PULL OFF IS USED BY THE CONTRACTOR TO ACCESS CONSTRUCTION AREA, SEE COMBINED EMERGENCY PULL OFF - TYPE I AND OPENING IN TEMPORARY CONCRETE BARRIER FOR ACCESS TO CONSTRUCTION AREA DETAIL. 6.SHOW THE ACTUAL DISTANCE, BASED ON FIELD CONDITIONS, ON THE SIGN.SHOW THE ACTUAL DISTANCE, BASED ON FIELD CONDITIONS, ON THE SIGN.
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CMS
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**
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CHANGEABLE MESSAGE SIGN (CMS)
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1000'
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**
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%%UCONCRETE BARRIER FOR ACCESS TO CONSTRUCTION AREA
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4" TEMPORARY SOLID WHITE
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12' MIN.
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20:1 TAPER
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TRAFFIC
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540' MIN.
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TEMPORARY CONCRETE
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BARRIER
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300'
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240' MIN.
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W25-5
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AHEAD
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ENTRANCE
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CONSTRUCTION
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VARIES
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%%UCOMBINED EMERGENCY PULL OFF - TYPE I AND OPENING IN TEMPORARY
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EDGE LINE
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CMS
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**
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500'
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100'
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50'
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500'
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850'
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PULL OFF
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EMERGENCY
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G30-2
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G30-1
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EMERGENCY
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PULL OFF
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1500 FT.
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*
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NOTES:
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1. REFER TO EMERGENCY PULL OFF AND OPENING IN TEMPORARY CONCRETE BARRIER FOR ACCESS TO CONSTRUCTION AREA NOTES AS APPLICABLE. 2. WHEN COMBINED AREA IS NOT IN USE FOR CONSTRUCTION ACCESS, PLACE CHANNELIZING DEVICES AS SHOWN TO COMPLETELY CLOSE OFF ACCESS TO THE CONSTRUCTION AREA, COVER W25-5 AND TURN OFF CMS.
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VARIES
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
MOBILE OPERATION FOR 2 LANES
DECEMBER 2015PTS-900
5 13
PTS-900-5.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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MEDIAN
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SHOULDER
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SHOULDER
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MEDIAN
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SHADOW VEHICLE NO. 1
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SHADOW VEHICLE NO. 1
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SHADOW VEHICLE NO. 3
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SHADOW VEHICLE NO. 3
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WORK VEHICLE(S)
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WORK VEHICLE(S)
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1000' MIN. - 2500' MAX.
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250' MIN. - 350' MAX.
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%%uLEGEND%%u
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ARROW PANEL
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NOTES:
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ARROW PANEL
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ARROW PANEL
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WORK VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT.
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300' MIN. - 1000' MAX.
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ARROW PANEL
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SHADOW VEHICLE NO. 2
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ARROW PANEL
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SHADOW VEHICLE NO. 2
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CMS
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*
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*
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1000' MIN. - 2500' MAX.
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300' MIN. - 1000' MAX.
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250' MIN. - 350' MAX.
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AMBER WARNING LIGHT.
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SHADOW VEHICLE WITH AN ACTIVATED
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RIGHT LANE AND SHOULDER WORK ZONE
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MOBILE OPERATION FOR TWO LANES
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LEFT LANE AND PART MEDIAN WORK ZONE
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*
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*
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*
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*
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1.THIS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY AT AN AVERAGE THIS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY AT AN AVERAGE SPEED OF MORE THAN 1 M.P.H. (88 FT./MIN.). THE OPERATOR IS TO BE THE ONLY OCCUPANT OF SHADOW VEHICLE NO. 2. WHEN THE OPERATION MOVES INTERMITTENTLY, THE MAXIMUM TIME OF STATIONARY WORK IS 15 MINUTES. IF THESE CONDITIONS CAN NOT BE MET, USE A SINGLE LANE TRAFFIC PATTERN AS SHOWN ON PTS-900, SHEET 7 OF 13. 2.POSITION SHADOW VEHICLE NO. 1 SO THAT IT IS VISIBLE FROM BEHIND FOR A MINIMUM DISTANCE OF 700 POSITION SHADOW VEHICLE NO. 1 SO THAT IT IS VISIBLE FROM BEHIND FOR A MINIMUM DISTANCE OF 700 FEET. 3.HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE COMMISSION REQUIREMENTS. HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE COMMISSION REQUIREMENTS. 4.ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. 5.EQUIP SHADOW VEHICLE NO. 2 WITH A TRUCK MOUNTED ATTENUATOR. EQUIP SHADOW VEHICLE NO. 2 WITH A TRUCK MOUNTED ATTENUATOR. 6.ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY REPRESENTATIVE. 7.THE SPACING BETWEEN THE WORK VEHICLES AND THE SHADOW VEHICLES, AND BETWEEN EACH SHADOW THE SPACING BETWEEN THE WORK VEHICLES AND THE SHADOW VEHICLES, AND BETWEEN EACH SHADOW VEHICLE SHOULD BE MINIMIZED TO DETER ROAD USERS FROM DRIVING IN BETWEEN, BASED ON FIELD CONDITIONS. 8.SHADOW VEHICLE NO. 1 MAY BE LOCATED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH SHADOW VEHICLE NO. 1 MAY BE LOCATED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH IS A MINIMUM OF 12 FEET.
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RIGHT
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LANE
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CLOSED
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PHASE 1
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SPEED
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LIMIT
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55 MPH
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PHASE 2
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CMS
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*
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LEFT
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LANE
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CLOSED
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PHASE 1
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SPEED
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LIMIT
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55 MPH
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PHASE 2
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
MOBILE OPERATION FOR 3 LANES
DECEMBER 2015PTS-900
6 13
PTS-900-6.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
AutoCAD SHX Text
SHOULDER
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SHOULDER
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MEDIAN
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WORK VEHICLE(S)
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1000' MIN. - 2500' MAX.
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250' MIN. - 350' MAX.
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%%uLEGEND%%u
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ARROW PANEL
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ARROW PANEL
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WORK VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT.
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300' MIN. - 1000' MAX.
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ARROW PANEL
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SHADOW VEHICLE NO. 3
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SHADOW VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT
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*
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*
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300' MIN. - 1000' MAX.
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ARROW PANEL
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ARROW PANEL
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300' MIN. - 500' MAX.
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250' MIN. - 500' MAX.
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SHADOW VEHICLE NO. 2
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SHADOW VEHICLE NO. 4
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SHADOW VEHICLE NO. 5
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SHADOW VEHICLE NO. 6
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SHADOW VEHICLE NO. 7
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SHOULDER
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SHOULDER
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MEDIAN
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WORK VEHICLE(S)
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250' MIN. - 350' MAX.
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ARROW PANEL
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300' MIN. - 1000' MAX.
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ARROW PANEL
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300' MIN. - 1000' MAX.
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ARROW PANEL
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ARROW PANEL
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300' MIN. - 500' MAX.
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250' MIN. - 500' MAX.
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SHADOW VEHICLE NO. 7
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SHADOW VEHICLE NO. 3
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SHADOW VEHICLE NO. 4
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SHADOW VEHICLE NO. 5
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SHADOW VEHICLE NO. 6
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MOBILE OPERATION FOR THREE LANES
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RIGHT AND CENTER LANE WORK ZONE
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LEFT AND CENTER LANE WORK ZONE
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SHADOW VEHICLE
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CMS
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1000' MIN. - 2500' MAX.
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NO. 1
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1000' MIN. - 2500' MAX.
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SHADOW
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1000' MIN. - 2500' MAX.
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VEHICLE NO. 1
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SHADOW
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VEHICLE NO. 2
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***
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NOTES: 1.THIS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY AT AN AVERAGE SPEED OF THIS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY AT AN AVERAGE SPEED OF MORE THAN 1 M.P.H. (88 FT./MIN.). THE OPERATOR IS TO BE THE ONLY OCCUPANT OF SHADOW VEHICLES NO. 3 AND 6. WHEN THE OPERATION MOVES INTERMITTENTLY, THE MAXIMUM TIME OF STATIONARY WORK IS 15 MINUTES. IF THESE CONDITIONS CAN NOT BE MET, USE A SINGLE LANE TRAFFIC PATTERN AS SHOWN ON PTS-900, SHEET 9 OF 13. 2.POSITION SHADOW VEHICLE NO. 1 SO THAT IT IS VISIBLE FROM BEHIND FOR A MINIMUM DISTANCE OF 700 FEET. POSITION SHADOW VEHICLE NO. 1 SO THAT IT IS VISIBLE FROM BEHIND FOR A MINIMUM DISTANCE OF 700 FEET. 3.HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE COMMISSION REQUIREMENTS. HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE COMMISSION REQUIREMENTS. 4.ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. 5.EQUIP SHADOW VEHICLES NO. 3 AND 6 WITH A TRUCK MOUNTED ATTENUATOR AND A TRUCK MOUNTED ARROW PANEL. EQUIP SHADOW VEHICLES NO. 3 AND 6 WITH A TRUCK MOUNTED ATTENUATOR AND A TRUCK MOUNTED ARROW PANEL. 6.ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY REPRESENTATIVE. 7.THE SPACING BETWEEN THE WORK VEHICLES AND THE SHADOW VEHICLES, AND BETWEEN EACH SHADOW VEHICLE THE SPACING BETWEEN THE WORK VEHICLES AND THE SHADOW VEHICLES, AND BETWEEN EACH SHADOW VEHICLE SHOULD BE MINIMIZED TO DETER ROAD USERS FROM DRIVING IN BETWEEN, BASED ON FIELD CONDITIONS. 8.SHADOW VEHICLES NO. 1 AND 2 MAY BE LOCATED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH SHADOW VEHICLES NO. 1 AND 2 MAY BE LOCATED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH IS A MINIMUM OF 12 FEET.
750' MIN. SINGLE LANE (70 MPH) 650' MIN. SINGLE LANE (65 MPH) 500' MIN. SINGLE LANE (55 MPH)
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55
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LIMIT
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SPEED
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W3-5
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500'
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**
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NOTES: 1.ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-900, SHEET 1 OF 13. 2.FOR INTERCHANGE AND SERVICE PLAZA RAMP FOR INTERCHANGE AND SERVICE PLAZA RAMP SIGNING WITHIN THE WORK ZONE, SEE PTS-900, SHEET 8 OF 13. 3.REFER TO MAINTENANCE AND PROTECTION OF REFER TO MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION FOR APPROPRIATE USE OF CMS. 4.FOR LEFT LANE WORK ZONE, USE THE SAME SIGN FOR LEFT LANE WORK ZONE, USE THE SAME SIGN SPACING AND PATTERN BUT WITH THE SIGNS INDICATING A LEFT LANE CLOSURE. 5.USE CHANNELIZING DEVICES WITH PENNDOT USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREA FOR PATTERNS USED DURING HOURS OF DARKNESS. 6.ESTABLISH SINGLE LANE TRAFFIC PATTERN ONLY ESTABLISH SINGLE LANE TRAFFIC PATTERN ONLY DURING ACTIVE WORK PERIODS. SHORTEN LENGTH OF SINGLE LANE PATTERN TO ONLY THE LENGTH NEEDED FOR CONSTRUCTION OPERATION. WORK ZONE SHOULD NOT EXCEED FOUR (4) MILES IN LENGTH. 7.SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF 1,000' IN ADVANCE OR BEYOND RAMPS AT INTERCHANGES AND SERVICE PLAZAS. 8.INSTALL W3-5 SIGN ONLY IN THE AREAS WHERE INSTALL W3-5 SIGN ONLY IN THE AREAS WHERE THE NORMAL SPEED LIMIT IS 65 MPH OR 70 MPH. 9.ESTABLISH END OF ROAD WORK AND SPEED LIMIT ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE 27, PTS-900, SHEET 1 OF 13.
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***
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500'
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500'
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
LANE CLOSURE TRAFFIC PATTERN FOR
INTERCHANGE AND SERVICE PLAZA AREAS
DECEMBER 2015PTS-900
8 13
PTS-900-8.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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WORK ZONE
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200'
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500'
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CHANNELIZING DEVICES 50' APART
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MEDIAN
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%%uTYPICAL INTERCHANGE & SERVICE PLAZA SIGNING%%u
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%%uFOR SINGLE LANE TRAFFIC PATTERNS%%u
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CHANNELIZING DEVICES
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50' APART
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200'
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IN ADVANCE OR BEYOND RAMP.
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SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF 1000'
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1.
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NOTES:
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OR
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OR
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MPT-05
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EXIT
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NEXT
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RIGHT
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MPT-06
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MPT-08
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RED TYPE B LIGHT
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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TEMPORARY CONCRETE BARRIER
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12'-0"(MIN.) SECTION
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12'-0"(MIN.) SECTION WITH GLARE SCREEN
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TEMPORARY CONCRETE BARRIER
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7'-0" END SECTION
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CONCRETE BARRIER
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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EXIT
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W3-2
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R4-1A
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AHEAD
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ZONE
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PASSING
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NO
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MPT-07
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W3-1
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R1-1-2
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RAMP
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R1-1
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STOP
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R4-1A
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AHEAD
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ZONE
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PASSING
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NO
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W20-1
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AHEAD
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WORK
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ROAD
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W20-1
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R1-2
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YIELD
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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AHEAD
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WORK
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ROAD
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*
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A. USE FOR INTERCHANGE RAMP ONLY.
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MPT-05 AND MPT-06 SIGNS:
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2.
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B. COVER OR REMOVE FROM THE SITE WHEN NOT IN USE.
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*
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A. USE FOR SERVICE PLAZA RAMP ONLY.
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MPT-07 AND MPT-08 SIGNS:
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3.
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B. COVER OR REMOVE FROM THE SITE WHEN NOT IN USE.
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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NEXT RIGHT
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4.
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EXISTING MPT-07 AND MPT-08 SIGNS MAY ONLY BE USED FOR REMAINDER OF THEIR SERVICEABLE LIFE.
RECOMMENDED:
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CHIEF ENGINEER
TURN
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PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
SINGLE LANE TRAFFIC PATTERN FOR 3 LANE
SECTION RIGHT AND CENTER LANE WORK ZONE
DECEMBER 2015PTS-900
9 13
PTS-900-9.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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MEDIAN
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MATCH LINE A
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MATCH LINE A
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SEE ADVANCED SIGNING PTS-900,
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SHEET 1 OF 13
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%%URIGHT AND CENTER LANE CLOSURE PATTERN FOR WORK ZONES
750' MIN. SINGLE LANE (70 MPH) 650' MIN. SINGLE LANE (65 MPH) 500' MIN. SINGLE LANE (55 MPH)
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W4-2R
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W16-103P
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AHEAD
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500 FT
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55
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LIMIT
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SPEED
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W3-5
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500'
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NOTES: 1.ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-900, ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-900, SHEET 1 OF 13. 2.FOR INTERCHANGE AND SERVICE PLAZA SIGNING WITHIN THE WORK ZONE, FOR INTERCHANGE AND SERVICE PLAZA SIGNING WITHIN THE WORK ZONE, SEE PTS-900, SHEET 8 OF 13. 3.REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION FOR APPROPRIATE USE. 4.FOR LEFT AND CENTER LANE WORK ZONE, USE THE SAME SPACING AND FOR LEFT AND CENTER LANE WORK ZONE, USE THE SAME SPACING AND PATTERN BUT WITH THE SIGNS INDICATING A LEFT AND CENTER LANE CLOSURE. 5.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 6.ESTABLISH SINGLE LANE PATTERN ONLY DURING ACTIVE WORK PERIODS. ESTABLISH SINGLE LANE PATTERN ONLY DURING ACTIVE WORK PERIODS. SHORTEN LENGTH OF SINGLE LANE PATTERN TO ONLY THE LENGTH NEEDED FOR THE CONSTRUCTION OPERATION. WORK ZONE SHOULD NOT EXCEED FOUR (4) MILES IN LENGTH. 7.SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF 1,000' IN ADVANCE SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF 1,000' IN ADVANCE OR BEYOND RAMPS AT INTERCHANGES AND SERVICE PLAZAS. 8.INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 MPH OR 70 MPH. 9.ESTABLISH END ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN ESTABLISH END ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE 27, PTS-900, SHEET 1 OF 13.
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*
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**
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***
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***
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***
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**
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*
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
SHOULDER OPERATIONS
DECEMBER 2015PTS-900
10 13
PTS-900-10.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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MEDIAN
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NORMAL TWO (2) LANE TRAFFIC
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WORK ZONE
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500'
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NORMAL TWO (2) LANE TRAFFIC
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NOTE:
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NORMAL TWO (2) LANE TRAFFIC
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NORMAL TWO (2) LANE TRAFFIC
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SHOULDER
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SHOULDER
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MEDIAN
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WORK VEHICLES
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CHANNELIZING DEVICES TO BE USED AND
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LOCATED AT 100' INTERVALS ALONG WORK
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ZONE AS NECESSARY FOR MAX. LENGTH
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4 MILES, UNLESS OTHERWISE INDICATED IN
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THE CONTRACT DOCUMENTS.
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1500'
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500'
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500'
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%%uSTATIONARY SHOULDER CLOSURE WITH CHANNELIZING DEVICES%%u
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1000' MINIMUM
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1 MILE MAXIMUM
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250'
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LIMITS OF WORK ZONE
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%%uMOBILE SHOULDER OPERATIONS%%u
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NORMAL TWO (2) LANE TRAFFIC
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SHOULDER
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SHOULDER
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MEDIAN
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NORMAL TWO (2) LANE TRAFFIC
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*
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1600'
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100'
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500'
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500'
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WORK ZONE
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100'
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500'
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25' MIN.
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AHEAD
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WORK
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ROAD
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W20-1
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MIN.
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MIN.
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%%uSTATIONARY SHOULDER CLOSURE WITH TEMPORARY CONCRETE BARRIER%%u
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250'
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SHOULDER
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CLOSED
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1000 FT
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RIGHT
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W21-5BR
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SHOULDER
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CLOSED
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1000 FT
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RIGHT
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W21-5BR
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*
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*
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TRAFFIC FLOW
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WORK ZONE
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ARROW PANEL
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CHANNELIZING DEVICE
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12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER
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SIGN & SUPPORT
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TYPE B LIGHT
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%%uLEGEND%%u
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*
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SHADOW VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT
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WORK VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT
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*
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*
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*
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*
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SHOULDER
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CLOSED
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MPT-34
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CAUTION PANEL
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CAUTION PANEL
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G20-2
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END
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ROAD WORK
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MPT-31
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NO SHOULDER
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NEXT XX MILES
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MPT-31
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NO SHOULDER
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NEXT XX MILES
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TAPER AS PER PENNDOT RC-57M
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30:1 TAPER
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100'
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AHEAD
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WORK
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ROAD
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W20-1
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****
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*
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LIMIT
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SPEED
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R2-1
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500'
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G20-2
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END
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ROAD WORK
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***
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***
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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7.ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. 8.HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE COMMISSION REQUIREMENTS. 9.THE MOBILE SHOULDER OPERATIONS FIGURE APPLIES WHERE THE THE MOBILE SHOULDER OPERATIONS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY AT AN AVERAGE SPEED OF MORE THAN 1 M.P.H. (88 FT./MIN.). THE OPERATOR IS TO BE THE ONLY OCCUPANT OF THE SHADOW VEHICLE WHEN THE OPERATION MOVES INTERMITTENTLY, THE MAXIMUM TIME OF STATIONARY WORK IS 15 MINUTES. IF THESE CONDITIONS CAN NOT BE MET, USE EITHER A STATIONARY SHOULDER CLOSURE AS SHOWN ON PTS-900, SHEET 10 OF 13 OR A SINGLE LANE TRAFFIC PATTERN AS SHOWN ON PTS-900, SHEET 7 OF 13. 10. FOR MULTIPLE STATIONARY SHOULDER CLOSURES WITH TEMPORARY CONCRETE BARRIER LOCATED WITHIN 1 MILE OF EACH OTHER, INSTALL ADVANCED SIGNING PRIOR TO THE FIRST STATIONARY SHOULDER CLOSURE ONLY, WITH DISTANCE DISPLAYED ON THE MPT-31 SIGN AS THE LENGTH FROM THE BEGINNING OF THE FIRST STATIONARY SHOULDER CLOSURE TO THE END OF THE LAST STATIONARY SHOULDER CLOSURE. THE G20-2 SIGN IS TO BE INSTALLED AFTER THE LAST STATIONARY SHOULDER CLOSURE. 11.MOBILE SHOULDER OPERATIONS MAY BE USED ON THE MEDIAN MOBILE SHOULDER OPERATIONS MAY BE USED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH IS A MINIMUM OF 12 FEET. 12. ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY REPRESENTATIVE.
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280' (70 MPH) 260' (65 MPH) 220' (55 MPH)
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CHANNELIZING DEVICES 50' APART
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*
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SHADOW VEHICLE NO. 2 WITH TRUCK MOUNTED ARROW PANEL IN CAUTION MODE.
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55
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LIMIT
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SPEED
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W3-5
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**
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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SHADOW VEHICLE NO. 1
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500'
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2000'
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BUFFER ZONE
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CHANNELIZING DEVICES 50' APART
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SHADOW VEHICLE WITH TRUCK MOUNTED ARROW PANEL IN CAUTION MODE.
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NOTES: 1.ARROW PANEL IN CAUTION MODE TO BE USED WHEN WORKERS ARROW PANEL IN CAUTION MODE TO BE USED WHEN WORKERS ARE WORKING ON THE SHOULDER. CHANNELIZING DEVICES TO REMAIN IN PLACE UNTIL SHOULDER WORK IS COMPLETED. MAINTAIN NORMAL TWO (2) LANE TRAFFIC. 2.FOR MEDIAN OPERATIONS WHERE THE MEDIAN SHOULDER IS LESS FOR MEDIAN OPERATIONS WHERE THE MEDIAN SHOULDER IS LESS MEDIAN OPERATIONS WHERE THE MEDIAN SHOULDER IS LESS THAN 12 FT. WIDE USE SINGLE LANE TRAFFIC PATTERN, PER PTS-900, SHEET 7 OF 13, LEFT LANES CLOSED BOTH DIRECTIONS. USE VERTICAL PANEL WITH TYPE "A" LIGHT TO PROVIDE IDENTIFICATION AND WARNING OF OBJECT. SINGLE LANE TRAFFIC PATTERN TO REMAIN IN PLACE UNTIL WORK IS COMPLETED. 3.FOR LEFT SHOULDER WORK ZONE IN WIDE MEDIAN AREAS USE THE FOR LEFT SHOULDER WORK ZONE IN WIDE MEDIAN AREAS USE THE SAME SIGN SPACING AND PATTERN BUT WITH THE SIGNS INDICATING A LEFT SHOULDER CLOSURE. INSTALL SIGNS IN THE MEDIAN AND RIGHT SHOULDER. 4.PROVIDE PROPER END TREATMENT FOR BARRIER, BY TAPERING BARRIER PROVIDE PROPER END TREATMENT FOR BARRIER, BY TAPERING BARRIER AND BURYING, TAPERING BARRIER AND CONNECT TO GUIDE RAIL OR BARRIER, OR TAPERING BARRIER AND PROVIDE TEMPORARY IMPACT ATTENUATOR. 5.INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 MPH OR 70 MPH. 6.ESTABLISH END ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED ESTABLISH END ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE 27, PTS-900, SHEET 1 OF 13.
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**
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****
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***
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CMS
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*****
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SHOULDER
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CLOSED
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AHEAD
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PHASE 1
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SPEED
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LIMIT
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55 MPH
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PHASE 2
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*****
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
TUNNEL CROSSOVER TRAFFIC PATTERN
DECEMBER 2015PTS-900
11 13
PTS-900-11.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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TUNNEL PORTAL
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LANES CLOSED TO TRAFFIC
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LANES CLOSED TO TRAFFIC
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TUNNEL PORTAL
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TRAFFIC CONTROL BETWEEN
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BLUE MOUNTAIN KITTATINNY TUNNELS
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660' TRANSITION
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CHANNELIZING DEVICES
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50' APART
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1320' TANGENT
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CHANNELIZING DEVICES
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100' APART
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500'
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VARIES
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1320' MIN. TANGENT
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CHANNELIZING DEVICES 100' APART
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500'
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500'
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500'
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220'
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660' TRANSITION
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TRANSITION
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CHANNELIZING
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DEVICES
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50' APART
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500'
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500'
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280'
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500'
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1500 FT
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CLOSED
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RIGHT LANE
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W20-5R
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W4-2R
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R4-1A
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AHEAD
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ZONE
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PASSING
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NO
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G20-2
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END
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ROAD WORK
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LIMIT
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SPEED
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R2-1
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50'
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10'
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300' RUNOUT
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CHANNELIZING
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DEVICES
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50' APART
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VARIES
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CHANNELIZING
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DEVICES
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50' APART
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VARIES
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50' APART
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TUBULAR MARKERS
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100'
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50'
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W6-3
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150'
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TUBULAR MARKERS
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50' APART
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50'
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50'
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150'
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MPT-01
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CROSS
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OVER
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500 FT
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50'
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100'
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VARIES
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TUBULAR MARKER
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50' APART
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VARIES
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CHANNELIZING
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DEVICES
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50' APART
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OVER
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CROSS
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MPT-02
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W6-3
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10'
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100'
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50'
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660' TRANSITION
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CHANNELIZING DEVICES
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50' APART
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ARROW PANEL
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500'
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500'
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50'
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R4-1A
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W4-2L
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1500 FT
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CLOSED
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LEFT LANE
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W20-5L
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W20-5L
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LEFT LANE
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CLOSED
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2500 FT
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50'
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PASS
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NOT
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DO
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R4-1
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250'
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250'
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TYPE III BARRICADE
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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TEMPORARY CONCRETE BARRIER
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12'-0"(MIN.) SECTION
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12'-0"(MIN.) SECTION WITH GLARE SCREEN
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TEMPORARY CONCRETE BARRIER
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7'-0" END TRANSITION
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CONCRETE BARRIER
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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500'
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500'
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500'
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500'
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LANES CLOSED TO TRAFFIC
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200'
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200'
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W6-3
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R4-1
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W6-3
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R4-1
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2780'
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2780'
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SEE ADVANCED SIGNING PTS-900
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SHEET 1 OF 13
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SHEET 1 OF 13
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SEE ADVANCED SIGNING PTS-900
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2500 FT
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CLOSED
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RIGHT LANE
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W20-5R
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W1-4L
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ARROW PANEL
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W1-4R
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LIMIT
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SPEED
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R2-1
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G20-2
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END
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ROAD WORK
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R11-2
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ROAD
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CLOSED
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*
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*
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PASS
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NOT
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DO
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R4-1
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PASS
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NOT
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DO
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NOT
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DO
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R4-1
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MPT-01
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CROSS
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OVER
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500 FT
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OVER
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CROSS
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MPT-02
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AHEAD
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ZONE
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PASSING
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NO
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WORK
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40
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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40
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40
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SPEED
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ZONE
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G20-5AP/
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40
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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W16-103P
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AHEAD
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1000 FT
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W16-103P
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AHEAD
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1000 FT
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*
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*
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*
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*
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*
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*
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*
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*
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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NOTES: : 1.COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES OR LANE WIDTH USING THE FORMULA AS INDICATED IN NOTE 16 OF PTS-900, SHEET 1 OF 13. 2.USE EXISTING "DO NOT CROSS CENTER LINE" SIGN AND USE EXISTING "DO NOT CROSS CENTER LINE" SIGN AND EXISTING TRAFFIC CONTROL SIGNAL AT PORTAL. 3.PLACE R4-1 SIGNS AT INTERVALS NOT TO EXCEED 660' ON PLACE R4-1 SIGNS AT INTERVALS NOT TO EXCEED 660' ON APPROACH TO TUNNEL. 4.PLACE G20-5AP/R2-1 SIGNS AT INTERVALS NOT TO PLACE G20-5AP/R2-1 SIGNS AT INTERVALS NOT TO EXCEED 1/2 MILE ON APPROACHES TO TUNNEL.
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5.WESTBOUND APPROACH TO ALLEGHENY TUNNEL REQUIRES LEFT AND CENTER WESTBOUND APPROACH TO ALLEGHENY TUNNEL REQUIRES LEFT AND CENTER LANE CLOSURE AS INDICATED ON PTS-900, SHEET 9 OF 13. 6.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 7.IN MEDIAN AREAS 10 FEET OR LESS, USE RECTANGULAR CONSTRUCTION IN MEDIAN AREAS 10 FEET OR LESS, USE RECTANGULAR CONSTRUCTION SIGNS. IN MEDIAN AREAS GREATER THAN 10 FEET, USE DIAMOND CONSTRUCTION SIGNS. 8.PROVIDE SUFFICIENT TYPE III BARRICADES TO CLOSE OFF THE ENTIRE ROAD. PROVIDE SUFFICIENT TYPE III BARRICADES TO CLOSE OFF THE ENTIRE ROAD. 9.ESTABLISH END OF ROAD AND SPEED LIMIT SIGNAGE AS INDICATED IN NOTE ESTABLISH END OF ROAD AND SPEED LIMIT SIGNAGE AS INDICATED IN NOTE 27, PTS-900, SHEET 1 OF 13.
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**
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CAUTION PANEL
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CAUTION PANEL
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
5A
PTS-900-12.dwg
1312
PTS-900DECEMBER 2015
LONG TERM LANE CLOSURE
3-LANE TO 2-LANE
ADVANCED SIGNING DETAIL
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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MEDIAN
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%%uLEGEND%%u
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*
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NOTES:
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ADVANCED SIGNING FOR 3-LANES TO 2-LANES LONG-TERM LANE CLOSURE
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RIGHT LANE (OUTSIDE LANE) CLOSURE
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LEFT LANE (INSIDE LANE) WORK ZONE
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500'
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500'
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1500 FT
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CLOSED
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RIGHT LANE
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W20-5R
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500'
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*
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CMS
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ARROW PANEL
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2500 FT
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CLOSED
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RIGHT LANE
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W20-5R
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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1000 FT
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CLOSED
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RIGHT LANE
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W20-5R
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500'
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500'
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30:1
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100:1
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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**
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SHOULDER
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SHOULDER
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MEDIAN
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500'
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500'
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1500 FT
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CLOSED
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LEFT LANE
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W20-5L
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500'
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*
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CMS
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ARROW PANEL
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2500 FT
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CLOSED
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LEFT LANE
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W20-5L
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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1000 FT
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CLOSED
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LEFT LANE
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W20-5L
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500'
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500'
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30:1
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100:1
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WORK
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55
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G20-5AP/
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***
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NTS
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NTS
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ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-900, SHEET 1 OF 13. REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION FOR APPROPRIATE USE. REMOVE CONFLICTING WHITE LINE BETWEEN THE CENTER LANE AND RIGHT LANE FOR A RIGHT LANE CLOSURE OR THE LEFT LANE AND CENTER LANE FOR A LEFT LANE CLOSURE. PROVIDE PROPER END TREATMENT FOR BARRIER BY TAPERING BARRIER AND BURYING, TAPERING BARRIER AND CONNECTING TO GUIDE RAIL OR BARRIER, OR TAPERING BARRIER AND PROVIDING TEMPORARY IMPACT ATTENUATOR. PROVIDE PROPER END TREATMENT FOR BARRIER BY CONNECTING TO BARRIER OR GUIDE RAIL.
NOTES: 1.ESTABLISH WORK AREA SPEED LIMIT AS INDICATED IN NOTE 20, ESTABLISH WORK AREA SPEED LIMIT AS INDICATED IN NOTE 20, PTS-900, SHEET 1 OF 13. 2.FROM THIS POINT PLACE G20-5AP/R2-1 SIGNS TO THE RIGHT FROM THIS POINT PLACE G20-5AP/R2-1 SIGNS TO THE RIGHT OF TRAFFIC AT 1/2 MILE MAXIMUM INTERVALS THROUGH THE CROSSOVER PATTERN. 3.PROVIDE SUFFICIENT TYPE III BARRICADES TO CLOSE OFF THE PROVIDE SUFFICIENT TYPE III BARRICADES TO CLOSE OFF THE ENTIRE ROAD. 4.PROVIDE PROPER END TREATMENT FOR BARRIER, BY TAPERING PROVIDE PROPER END TREATMENT FOR BARRIER, BY TAPERING BARRIER AND BURYING, TAPERING BARRIER AND CONNECT TO GUIDE RAIL OR BARRIER, OR TAPERING BARRIER AND PROVIDE TEMPORARY IMPACT ATTENUATOR. 5.POST NORMAL SPEED LIMIT FOR THE AREA (55 MPH, 65 MPH, POST NORMAL SPEED LIMIT FOR THE AREA (55 MPH, 65 MPH, OR 70 MPH). 6.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 7.FOR NORMAL POSTED SPEEDS OF 55 MPH PLACE MPT-03 FOR NORMAL POSTED SPEEDS OF 55 MPH PLACE MPT-03 SIGN WITHIN TRANSITION. 8. REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISIONS FOR APPROPRIATE USE.
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**
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***
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****
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*****
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BUFFER ZONE
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1000'
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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******
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CMS
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1000'
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1500 FT
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OVER
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CROSS
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MPT-03
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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******
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CMS
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******
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CAUTION PANEL
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500'
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500'
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500'
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500'
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION - SHORT TERM
MAINTENANCE AND PROTECTION OF TRAFFIC
GENERAL NOTES AND
ADVANCED SIGNING
DECEMBER 2015PTS-910
1 9
PTS-910-1.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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%%uGENERAL NOTES%%u
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17.
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18.
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19.
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20.
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21.
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22.
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27.
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SIGNS AND DEVICES MAY BE ADJUSTED TO FIT FIELD CONDITIONS.
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1.
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4.
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5.
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6.
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7.
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8.
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9.
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10.
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11.
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12.
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13.
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14.
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15.
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16.
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S = NORMAL SPEED LIMIT IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
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L = S x W
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USING THE FOLLOWING FORMULA:
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COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES
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CHANNELIZING DEVICES MAY BE TEMPORARILY RELOCATED, AS APPROVED BY THE REPRESENTATIVE,
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TO ALLOW FOR WORK TO BE PERFORMED. THE CHANNELIZING DEVICES MUST REMAIN BETWEEN
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TRAFFIC AND THE WORK ZONE.
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25.
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24.
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WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
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2.
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3.
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CHANNELIZING DEVICES ARE TO BE PENNDOT APPROVED VERTICAL PANELS WITH SELF-BALLASTED BASES UNLESS OTHERWISE SPECIFIED. THE ENTIRE FACE OF THE VERTICAL PANEL VISIBLE TO TRAFFIC IS TO BE REFLECTORIZED WITH PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL. COMPLETELY REMOVE CHANNELIZING DEVICES FROM THE ROADWAY SO THEY ARE NOT VISIBLE TO MOTORISTS DURING NON-WORKING HOURS.
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28.
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29.
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SHOULDER
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MEDIAN
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SHOULDER
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%%UADVANCED SIGNING FOR WORK ZONES
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ROAD
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WORK
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1 MILE
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W20-1
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2140'
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1280'
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SEE APPROPRIATE PTS SHEET OR MPT PLANS
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BY THE REPRESENTATIVE
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LOCATE AS DIRECTED
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MPT-33
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NEXT XX MILES
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PATTERNS
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NEW TRAFFIC
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CAUTION
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30.
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26.
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*
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CMS
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3140'
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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TEMPORARY CONCRETE BARRIER
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12'-0"(MIN.) SECTION
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12'-0"(MIN.) SECTION WITH GLARE SCREEN
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TEMPORARY CONCRETE BARRIER
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7'-0" END TRANSITION
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CONCRETE BARRIER
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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CHANGEABLE MESSAGE SIGN (CMS)
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31.
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*
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23.
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32.
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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CONCRETE BARRIER DETAILS ARE TO BE ACCORDING TO PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION, RC-57M, RC-59M, AND PTC STANDARDS FOR ROADWAY CONSTRUCTION.
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PROVIDE A PORTABLE CHANGEABLE MESSAGE SIGN ON THE RIGHT SHOULDER APPROXIMATELY 1 MILE IN ADVANCE OF THE PAVEMENT DIFFERENTIAL. MESSAGE AS DIRECTED BY THE REPRESENTATIVE.
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INSTALL, RESET, RELOCATE, AND REMOVE ANY PERMANENT AND/OR TEMPORARY CONCRETE BARRIER SO THAT NO BLUNT END OF THE BARRIER IS EXPOSED TO ONCOMING TRAFFIC.
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ENSURE THAT ALL EQUIPMENT APPROACHES, ENTERS, AND DEPARTS FROM WORKING ZONES IN THE DIRECTION OF AND WITH THE NORMAL ADJACENT TRAFFIC FLOW.
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VEHICLES, EQUIPMENT, MATERIAL AND WORKERS ARE NOT TO BE LOCATED IN THE BUFFER ZONE.
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POST THE G20-2 (END ROAD WORK) SIGN AND THE NORMAL SPEED LIMIT FOR THE AREA (55 MPH, 65 MPH OR 70 MPH) SIGN AT THE END OF THE WORK ZONE. IF THE PHYSICAL WORK ZONE IS FOLLOWED BY ANOTHER PHYSICAL WORK ZONE WITHIN 2 MILES, THEN THE G20-2 SIGN IS NOT TO BE USED AND THE R2-1 SIGN AT THE END OF THE FIRST WORK ZONE IS TO BE 55 MPH.
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TYPE B LIGHT IS TO BE MOUNTED ON THE SIDE CLOSEST TO TRAFFIC AS SHOWN ON PTS-980, SHEET 18 OF 18.
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W20-1 SIGN MAY NOT BE REQUIRED FOR 2ND WORK ZONE, SUBJECT TO APPROVAL BY REPRESENTATIVE.
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EXISTING R2-2-2, "WORK ZONE SPEED LIMIT 55 MPH", SIGNS MAY ONLY BE USED FOR THE REMAINDER OF THEIR SERVICEABLE LIFE.
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PROVIDE A CHANGEABLE MESSAGE SIGN (CMS) APPROXIMATELY 2 MILES IN ADVANCE OF THE 1ST LANE CLOSURE. MESSAGE AS DIRECTED BY THE REPESENTATIVE.
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SOME SHOULDER SIGNS MAY BE MOUNTED ON PENNDOT APPROVED PORTABLE SIGN SUPPORTS, X-FRAME, WITH A MINIMUM HEIGHT OF 1 FOOT FROM THE PAVEMENT SURFACE TO THE BOTTOM OF THE SIGNS. SOME MEDIAN SIGNS MAY BE MOUNTED ON APPROVED TEMPORARY MEDIAN BARRIER SIGN SUPPORTS. REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION FOR APPROPRIATE USE. PORTABLE SUPPORTS AND SIGNS MUST BE REMOVED FROM THE ROADWAY DURING NON-WORKING HOURS.
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IF TRAFFIC IS CROSSING THE CLOSED LANE OR RUNNING ON THE MILLED LANE AND A PAVEMENT DIFFERENTIAL EXISTS, PROVIDE A 1 INCH PER FOOT WEDGE TO REMOVE THE VERTICAL DROP-OFF AT THE ENTRANCES AND EXITS TO INTERCHANGES, SERVICE PLAZAS, MAINTENANCE SHEDS AND ACCESS RAMPS FOR THE FULL LENGTH OF THE RAMPS. IF THE MEDIAN SHOULDER WIDTH IS A MINIMUM OF 12 FEET AND IF THE LEFT LANE IS OPEN TO TRAFFIC AND A DIFFERENTIAL BETWEEN THE LEFT LANE AND MEDIAN PAVEMENT EXISTS, INSTALL A W8-9 (LOW SHOULDER) SIGN ON THE LEFT SHOULDER 1500 FEET IN ADVANCE OF WHERE THE PAVEMENT DIFFERENTIAL BEGINS. LOCATE W8-9 SIGNS ON THE LEFT SHOULDER AT 1/2 MILE INTERVALS THROUGHOUT THE AREA WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE. IN ADDITION, LOCATE W8-9 SIGNS ON THE ACCELERATION RAMPS OF INTERCHANGES AND SERVICE PLAZAS WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE.
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IF THE RIGHT LANE IS OPEN TO TRAFFIC AND A DIFFERENTIAL BETWEEN THE RIGHT LANE AND SHOULDER PAVEMENT EXISTS, INSTALL A W8-9 (LOW SHOULDER) SIGN ON THE RIGHT SHOULDER 1500 FEET IN ADVANCE OF WHERE THE PAVEMENT DIFFERENTIAL BEGINS. LOCATE W8-9 SIGNS ON THE RIGHT SHOULDER AT 1/2 MILE INTERVALS THROUGHOUT THE AREA WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE. IN ADDITION, LOCATE W8-9 SIGNS ON THE ACCELERATION RAMPS OF INTERCHANGES AND SERVICE PLAZAS WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE.
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IF ALL LANES IN ONE DIRECTION ARE OPEN TO TRAFFIC AND A PAVEMENT DIFFERENTIAL EXISTS BETWEEN ANY OF THE LANES, INSTALL A W8-11 (UNEVEN LANES) SIGN ON THE LEFT SHOULDER AND THE RIGHT SHOULDER 1500 FEET IN ADVANCE OF WHERE THE PAVEMENT DIFFERENTIAL BEGINS. LOCATE W8-11 SIGNS ON THE RIGHT SHOULDER AT 1/2 MILE INTERVALS THROUGHOUT THE AREA WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE. IN ADDITION, LOCATE W8-11 SIGNS ON THE ACCELERATION RAMPS OF INTERCHANGES AND SERVICE PLAZAS WHERE THE PAVEMENT DIFFERENTIAL EXISTS, AS DIRECTED BY THE REPRESENTATIVE.
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PROVIDE AT MINIMUM A 40 FOOT WIDTH BEYOND THE EDGE OF THE TRAVEL LANE FREE OF OBSTACLES AND DROP-OFFS GREATER THAN 2 INCHES IN DEPTH IN WORK ZONE(S) DURING NON-WORKING HOURS OR SEPARATE WORK ZONE(S) FROM MOTORISTS WITH TEMPORARY CONCRETE BARRIER. SEPARATION OF WORK ZONE(S) IS INCIDENTAL TO THE MPT.
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THESE PLANS ARE NOT INTENDED TO RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE PROTECTION OF THE PUBLIC AND THE CONSTRUCTION PERSONNEL. THE STANDARDS PRESCRIBED ARE MINIMUM AND ADDITIONAL PROTECTION MAY BE NEEDED IF PROBLEMS ARE ENCOUNTERED DURING THE TERM OF THE CONTRACT. THE CONTRACTOR WILL BE EXPECTED TO CONSTANTLY REVIEW THIS PLAN FOR ADEQUACY AND TO RECOMMEND CHANGES FOR REPRESENTATIVE'S APPROVAL WHEN INADEQUACIES ARE DISCOVERED.
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HAVE A SUFFICIENT AMOUNT OF THE FOLLOWING SIGNS AVAILABLE IN CASE THEIR USE BECOMES NECESSARY; ADDITIONAL W14-7 "WATCH FOR STOPPED VEHICLES, W3-4 "BE PREPARED TO STOP", W8-11 "UNEVEN LANES", R4-104 "TRUCKS BUSES...", R3-9DP "END", AND MPT-35 "AHEAD". IT IS NOT INTENDED THAT THESE SIGNS BE PART OF THE NORMAL TRAFFIC CONTROL OR A SUPPLEMENT THERETO.
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DETAILS FOR THE SIGNS AND DEVICES CAN BE FOUND IN THESE PLANS, PENNDOT PUBLICATION 236, PENNDOT PUBLICATION 212 AND ARE TO BE MANUFACTURED BY A DEPARTMENT OF TRANSPORTATION APPROVED MANUFACTURER AS LISTED IN PENNDOT PUBLICATION 35.
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USE PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL FOR SIGNS. DO NOT USE METAL OR WOOD SIGNS IN MEDIAN.
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THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION OF THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION.
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THE CONTRACTOR IS CAUTIONED THAT OTHER COMMISSION CONTRACTOR(S) AND/OR COMMISSION MAINTENANCE PERSONNEL MAY BE WORKING ADJACENT TO THE WORK ZONE(S) DURING PORTIONS OF THIS CONTRACT PERIOD. THE REPRESENTATIVE WILL SPECIFY THE WORKING SEQUENCE OF THE CONTRACTS IN ORDER TO FACILITATE COORDINATED TRAFFIC CONTROL OPERATION.
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THE R22-1, W21-19 AND W21-20 SIGNS, THE WHITE TYPE B HIGH-INTENSITY FLASHING LIGHT AND THE SPEED DISPLAY SIGN HAVE BEEN CREATED BY PENNDOT IN RESPONSE TO THE REQUIREMENTS OF ACT 229. THESE SIGNS AND DEVICES, AS WELL AS THE ASSOCIATED GUIDELINES, CAN BE FOUND IN THE 67 PA CODE, CHAPTER 212, OFFICIAL TRAFFIC CONTROL DEVICES. REVIEW, FAMILIARIZE, AND APPLY THESE GUIDELINES AND ALL ITS SUPPLEMENTS AS REQUIRED BY ACT 229.
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FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES AND MAINTAIN TRAFFIC ACCORDING TO THE CONTRACT DOCUMENTS.
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REMOVE ALL TRAFFIC CONTROL SIGNS AND DEVICES IMMEDIATELY UPON THE COMPLETION OF THE WORK UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS.
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PLACE ALL TRAFFIC CONTROL DEVICES AND HAVE THEM INSPECTED BY THE REPRESENTATIVE BEFORE WORK BEGINS.
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MEDIAN AREAS 10 FEET OR LESS, USE RECTANGULAR CONSTRUCTION SIGNS.
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MEDIAN AREAS GREATER THAN 10 FEET, USE DIAMOND CONSTRUCTION SIGNS.
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COVER OR REMOVE FROM THE SITE ALL SIGNS NOT IN USE. REMOVE FROM THE TURNPIKE RIGHT-OF-WAY CONSTRUCTION SIGNS NOT NEEDED OR USED FOR A PERIOD OF TWO (2) OR MORE WEEKS.
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MAINTAIN A MINIMUM SPACING OF 200 FEET BETWEEN ALL REGULATORY, WARNING AND DESTINATION SIGNS.
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ESTABLISH WORK ZONE SPEED LIMIT OF 55 MPH IN ALL CONSTRUCTION ZONES. 55 MPH IS ONLY PERMITTED DURING ALLOWABLE WORKING HOURS AND WHEN WORK IS OCCURRING. NORMAL POSTED SPEED LIMIT SIGNS ARE TO REMAIN UNCOVERED IN ADVANCED SIGNING AREA FOR WORK ZONES AS SHOWN ON PTS-910, SHEET 1 OF 9. COVER OR REMOVE WORK ZONE SPEED LIMIT SIGNS WHEN ALL NORMAL LANES AND ALL NORMAL MEDIAN AND SHOULDER ARE AVAILABLE AND ARE AT THE SAME ELEVATION FOR THE AFFECTED DIRECTION(S).
RECOMMENDED:
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CHIEF ENGINEER
TURN
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PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION - SHORT TERM
MAINTENANCE AND PROTECTION OF TRAFFIC
MOBILE OPERATION FOR 2 LANES
DECEMBER 2015PTS-910
2 9
PTS-910-2.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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MEDIAN
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SHOULDER
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SHOULDER
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MEDIAN
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SHADOW VEHICLE NO. 1
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SHADOW VEHICLE NO. 1
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SHADOW VEHICLE NO. 3
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SHADOW VEHICLE NO. 3
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WORK VEHICLE(S)
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WORK VEHICLE(S)
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1000' MIN. - 2500' MAX.
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250' MIN. - 350' MAX.
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%%uLEGEND%%u
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THIS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY
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AT AN AVERAGE SPEED OF MORE THAN 1 M.P.H. (88 FT./MIN.). THE OPERATOR IS TO BE
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THE MAXIMUM TIME OF STATIONARY WORK IS 15 MINUTES. IF THESE CONDITIONS CAN
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NOT BE MET, USE A SINGLE LANE TRAFFIC PATTERN AS SHOWN ON PTS-910, SHEET 4 OF 9.
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POSITION SHADOW VEHICLE NO. 1 SO THAT IT IS VISIBLE FROM BEHIND FOR A MINIMUM
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DISTANCE OF 700 FEET.
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HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE COMMISSION
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ARROW PANEL
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NOTES:
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ARROW PANEL
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ARROW PANEL
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WORK VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT.
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300' MIN. - 1000' MAX.
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ARROW PANEL
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SHADOW VEHICLE NO. 2
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ARROW PANEL
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SHADOW VEHICLE NO. 2
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EQUIP SHADOW VEHICLE NO. 2 WITH A TRUCK MOUNTED ATTENUATOR.
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6.
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5.
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3.
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2.
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1.
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*
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1000' MIN. - 2500' MAX.
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300' MIN. - 1000' MAX.
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250' MIN. - 350' MAX.
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AMBER WARNING LIGHT.
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SHADOW VEHICLE WITH AN ACTIVATED
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THE SPACING BETWEEN THE WORK VEHICLES AND THE SHADOW VEHICLES, AND BETWEEN
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EACH SHADOW VEHICLE SHOULD BE MINIMIZED TO DETER ROAD USERS FROM DRIVING IN
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BETWEEN, BASED ON FIELD CONDITIONS.
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7.
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THE ONLY OCCUPANT OF SHADOW VEHICLE NO. 2. WHEN THE OPERATION MOVES INTERMITTENTLY,
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4.
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ALL ARROW PANELS ARE TO BE TRUCK MOUNTED.
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REQUIREMENTS.
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RIGHT LANE AND SHOULDER WORK ZONE
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MOBILE OPERATION FOR TWO LANES
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LEFT LANE AND PART MEDIAN WORK ZONE
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*
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*
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SHADOW VEHICLE NO. 1 MAY BE LOCATED ON THE MEDIAN SHOULDER WHERE THE MEDIAN
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SHOULDER WIDTH IS A MINIMUM OF 12 FEET.
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8.
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*
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*
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ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY REPRESENTATIVE.
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CMS
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*
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RIGHT
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LANE
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CLOSED
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PHASE 1
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SPEED
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LIMIT
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55 MPH
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PHASE 2
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CMS
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*
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LEFT
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LANE
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CLOSED
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PHASE 1
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SPEED
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LIMIT
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55 MPH
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PHASE 2
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION - SHORT TERM
MAINTENANCE AND PROTECTION OF TRAFFIC
MOBILE OPERATION FOR 3 LANES
DECEMBER 2015PTS-910
3 9
PTS-910-3.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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MEDIAN
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WORK VEHICLE(S)
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1000' MIN. - 2500' MAX.
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250' MIN. - 350' MAX.
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%%uLEGEND%%u
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ARROW PANEL
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NOTES:
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ARROW PANEL
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WORK VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT.
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300' MIN. - 1000' MAX.
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ARROW PANEL
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SHADOW VEHICLE NO. 3
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*
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SHADOW VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT
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*
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*
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300' MIN. - 1000' MAX.
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ARROW PANEL
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ARROW PANEL
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300' MIN. - 500' MAX.
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250' MIN. - 500' MAX.
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SHADOW VEHICLE NO. 2
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SHADOW VEHICLE NO. 4
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SHADOW VEHICLE NO. 5
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SHADOW VEHICLE NO. 6
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SHADOW VEHICLE NO. 7
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SHOULDER
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SHOULDER
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MEDIAN
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WORK VEHICLE(S)
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250' MIN. - 350' MAX.
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ARROW PANEL
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300' MIN. - 1000' MAX.
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ARROW PANEL
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300' MIN. - 1000' MAX.
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ARROW PANEL
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ARROW PANEL
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300' MIN. - 500' MAX.
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250' MIN. - 500' MAX.
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SHADOW VEHICLE NO. 7
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SHADOW VEHICLE NO. 3
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SHADOW VEHICLE NO. 4
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SHADOW VEHICLE NO. 5
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SHADOW VEHICLE NO. 6
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MOBILE OPERATION FOR THREE LANES
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RIGHT AND CENTER LANE WORK ZONE
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LEFT AND CENTER LANE WORK ZONE
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*
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*
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*
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*
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*
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*
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*
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*
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SHADOW VEHICLE
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1000' MIN. - 2500' MAX.
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NO. 1
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1000' MIN. - 2500' MAX.
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1000' MIN. - 2500' MAX.
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*
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*
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*
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SHADOW VEHICLE NO. 1
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*
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*
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*
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SHADOW VEHICLE NO. 2
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*
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*
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*
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1.THIS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY AT AN AVERAGE SPEED OF THIS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY AT AN AVERAGE SPEED OF MORE THAN 1 M.P.H. (88 FT./MIN.). THE OPERATOR IS TO BE THE ONLY OCCUPANT OF SHADOW VEHICLES NO. 3 AND 6. WHEN THE OPERATION MOVES INTERMITTENTLY, THE MAXIMUM TIME OF STATIONARY WORK IS 15 MINUTES. IF THESE CONDITIONS CAN NOT BE MET, USE A SINGLE LANE TRAFFIC PATTERN AS SHOWN ON PTS-910, SHEET 6 OF 9. 2.POSITION SHADOW VEHICLE NO. 1 SO THAT IT IS VISIBLE FROM BEHIND FOR A MINIMUM DISTANCE OF 700 FEET. POSITION SHADOW VEHICLE NO. 1 SO THAT IT IS VISIBLE FROM BEHIND FOR A MINIMUM DISTANCE OF 700 FEET. 3.HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE COMMISSION REQUIREMENTS. HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE COMMISSION REQUIREMENTS. 4.ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. 5.EQUIP SHADOW VEHICLES NO. 3 AND 6 WITH A TRUCK MOUNTED ATTENUATOR AND A TRUCK MOUNTED ARROW PANEL. EQUIP SHADOW VEHICLES NO. 3 AND 6 WITH A TRUCK MOUNTED ATTENUATOR AND A TRUCK MOUNTED ARROW PANEL. 6.ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY REPRESENTATIVE. 7.THE SPACING BETWEEN THE WORK VEHICLES AND THE SHADOW VEHICLES, AND BETWEEN EACH SHADOW VEHICLE THE SPACING BETWEEN THE WORK VEHICLES AND THE SHADOW VEHICLES, AND BETWEEN EACH SHADOW VEHICLE SHOULD BE MINIMIZED TO DETER ROAD USERS FROM DRIVING IN BETWEEN, BASED ON FIELD CONDITIONS. 8.SHADOW VEHICLES NO. 1 AND 2 MAY BE LOCATED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH SHADOW VEHICLES NO. 1 AND 2 MAY BE LOCATED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH IS A MINIMUM OF 12 FEET.
750' MIN. SINGLE LANE (70 MPH) 650' MIN. SINGLE LANE (65 MPH) 500' MIN. SINGLE LANE (55 MPH)
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CHANNELIZING DEVICES 100' APART
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55
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LIMIT
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SPEED
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W3-5
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**
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500'
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W16-103P
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AHEAD
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1000 FT
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7.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 8.SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF 1000' IN ADVANCE OR SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF 1000' IN ADVANCE OR BEYOND RAMPS AT INTERCHANGES AND SERVICE PLAZAS. 9.INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 MPH OR 70 MPH. 10.ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE 27, PTS-910, SHEET 1 OF 9.
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1.ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-910, SHEET 1 OF 9. 2.FOR INTERCHANGE AND SERVICE PLAZA RAMP SIGNING WITHIN THE FOR INTERCHANGE AND SERVICE PLAZA RAMP SIGNING WITHIN THE WORK ZONE, SEE PTS-910, SHEET 5 OF 9. 3.FOR LEFT LANE WORK ZONE USE THE SAME SIGN SPACING AND FOR LEFT LANE WORK ZONE USE THE SAME SIGN SPACING AND PATTERN BUT WITH THE SIGNS INDICATING A LEFT LANE CLOSURE. 4.ESTABLISH SINGLE LANE TRAFFIC PATTERN ONLY DURING ACTIVE WORK ESTABLISH SINGLE LANE TRAFFIC PATTERN ONLY DURING ACTIVE WORK TABLISH SINGLE LANE TRAFFIC PATTERN ONLY DURING ACTIVE WORK PERIODS. SHORTEN LENGTH OF SINGLE LANE PATTERN TO ONLY THE LENGTH NEEDED FOR THE CONSTRUCTION OPERATION. WORK ZONE SHOULD NOT EXCEED THREE (3) MILES IN LENGTH. 5.THIS PATTERN IS TO BE USED FOR SHORT-TERM OPERATIONS WHICH THIS PATTERN IS TO BE USED FOR SHORT-TERM OPERATIONS WHICH OCCUPY A LOCATION FOR LESS THAN 12 HOURS FOR THREE (3) OR LESS CONSECUTIVE DAYS. 6.SOME SHOULDER SIGNS MAY BE MOUNTED ON PENNDOT APPROVED SOME SHOULDER SIGNS MAY BE MOUNTED ON PENNDOT APPROVED PORTABLE SIGN SUPPORTS, X-FRAME, WITH A MINIMUM HEIGHT OF 1 FOOT FROM THE PAVEMENT SURFACE TO THE BOTTOM OF THE SIGNS. SOME MEDIAN SIGNS MAY BE MOUNTED ON APPROVED TEMPORARY MEDIAN BARRIER SIGN SUPPORTS. REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION FOR APPROPRIATE USE. PORTABLE SUPPORTS AND SIGNS MUST BE REMOVED FROM THE ROADWAY DURING NON-WORKING HOURS.
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**
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500'
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500'
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION - SHORT TERM
MAINTENANCE AND PROTECTION OF TRAFFIC
LANE CLOSURE TRAFFIC PATTERN FOR
INTERCHANGE & SERVICE PLAZA AREAS
DECEMBER 2015PTS-910
5 9
PTS-910-5.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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WORK ZONE
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WORK ZONE
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AHEAD
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ROAD
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WORK
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AHEAD
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ROAD
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WORK
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W20-1
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YIELD
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R1-2
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MPT-05
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MPT-06
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CHANNELIZING DEVICES
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50' APART
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150' MIN. (TYP.)
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12' MIN. (TYP.)
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TYPICAL INTERCHANGE & SERVICE PLAZA
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SIGNING FOR SINGLE LANE TRAFFIC PATTERNS
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W3-1
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500'
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STOP
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R1-1
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RAMP
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R1-1-2
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CHANNELIZING DEVICES 50' APART
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ARROW PANEL
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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500'
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500'
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W3-2
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NOTES:
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200'
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200'
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TYPE B LIGHT
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RED TYPE B LIGHT
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IN ADVANCE OR BEYOND RAMP.
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SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF 1,000'
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1.
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YIELD
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RAMP
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R1-1-4
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OR
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STOP
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RAMP
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R1-1-3
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OR
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W20-1
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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A. USE FOR INTERCHANGE RAMP ONLY.
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MPT-05 AND MPT-06 SIGNS:
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2.
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B. COVER OR REMOVE FROM THE SITE WHEN NOT IN USE.
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*
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A. USE FOR SERVICE PLAZA RAMP ONLY.
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MPT-07 AND MPT-08 SIGNS:
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3.
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B. COVER OR REMOVE FROM THE SITE WHEN NOT IN USE.
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*
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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OR
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OR
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MPT-08
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MPT-07
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NEXT RIGHT
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EXIT
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NEXT
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RIGHT
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EXIT
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4.
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EXISTING MPT-07 AND MPT-08 SIGNS MAY ONLY BE USED FOR REMAINDER OF THEIR SERVICEABLE LIFE.
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APPROVED:
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TURN
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PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
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CONSTRUCTION - SHORT TERM
MAINTENANCE AND PROTECTION OF TRAFFIC
SINGLE LANE TRAFFIC PATTERN FOR 3 LANE
SECTION RIGHT AND CENTER LANE WORK ZONE
DECEMBER 2015PTS-910
6 9
PTS-910-6.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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MEDIAN
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MATCH LINE A
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MATCH LINE A
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%%URIGHT AND CENTER LANE CLOSURE PATTERN FOR WORK ZONES
750' MIN. SINGLE LANE (70 MPH) 650' MIN. SINGLE LANE (65 MPH) 500' MIN. SINGLE LANE (55 MPH)
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W16-103P
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AHEAD
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1000 FT
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55
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LIMIT
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SPEED
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W3-5
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**
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W16-103P
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AHEAD
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500 FT
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500'
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NOTES: : 1.ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-910, SHEET 1 OF 9. 2.FOR INTERCHANGE AND SERVICE PLAZA RAMP SIGNING WITHIN THE FOR INTERCHANGE AND SERVICE PLAZA RAMP SIGNING WITHIN THE WORK ZONE, SEE PTS-910, SHEET 5 OF 9. 3.FOR LEFT AND CENTER LANE WORK ZONE, USE THE SAME FOR LEFT AND CENTER LANE WORK ZONE, USE THE SAME SPACING AND PATTERN BUT WITH THE SIGNS INDICATING A LEFT AND CENTER LANE CLOSURE. 4.ESTABLISH SINGLE LANE TRAFFIC PATTERN ONLY DURING ACTIVE ESTABLISH SINGLE LANE TRAFFIC PATTERN ONLY DURING ACTIVE WORK PERIODS. SHORTEN LENGTH OF SINGLE LANE PATTERN TO ONLY THE LENGTH NEEDED FOR THE CONSTRUCTION OPERATION. WORK ZONE SHOULD NOT EXCEED THREE (3) MILES IN LENGTH. 5.THIS PATTERN IS TO BE USED FOR SHORT TERM OPERATIONS THIS PATTERN IS TO BE USED FOR SHORT TERM OPERATIONS WHICH OCCUPY A LOCATION FOR LESS THAN 12 HOURS FOR THREE (3) OR LESS CONSECUTIVE DAYS. 6.SOME SHOULDER SIGNS MAY BE MOUNTED ON PENNDOT SOME SHOULDER SIGNS MAY BE MOUNTED ON PENNDOT APPROVED PORTABLE SIGN SUPPORTS, X-FRAME, WITH A MINIMUM HEIGHT OF 1 FOOT FROM THE PAVEMENT SURFACE TO THE BOTTOM OF THE SIGNS. SOME MEDIAN SIGNS MAY BE MOUNTED ON APPROVED TEMPORARY MEDIAN BARRIER SIGN SUPPORTS. REFER TO THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION FOR APPROPRIATE USE. PORTABLE SUPPORTS AND SIGNS MUST BE REMOVED FROM THE ROADWAY DURING NON-WORKING HOURS. 7.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 8.SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF SINGLE LANE SHOULD BE ESTABLISHED A MINIMUM OF 1,000' IN ADVANCE OR BEYOND RAMPS AT INTERCHANGES AND SERVICE PLAZAS. 9.INSTALL WS-5 SIGN ONLY IN AREAS WHERE THE NORMAL INSTALL WS-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 MPH OR 70 MPH. 10.ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE 27, PTS-910, SHEET 1 OF 9.
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**
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***
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION - SHORT TERM
MAINTENANCE AND PROTECTION OF TRAFFIC
SHOULDER OPERATIONS
DECEMBER 2015PTS-910
7 9
PTS-910-7.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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MEDIAN
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NORMAL TWO (2) LANE TRAFFIC
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WORK ZONE
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500'
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NORMAL TWO (2) LANE TRAFFIC
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NOTE:
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NORMAL TWO (2) LANE TRAFFIC
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NORMAL TWO (2) LANE TRAFFIC
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SHOULDER
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SHOULDER
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MEDIAN
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WORK VEHICLES
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CHANNELIZING
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DEVICES
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50' APART
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CHANNELIZING DEVICES TO BE USED AND
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LOCATED AT 100' INTERVALS ALONG WORK
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ZONE AS NECESSARY FOR MAX. LENGTH
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OF 3 MILES, UNLESS OTHERWISE INDICATED
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IN THE CONTRACT DOCUMENTS.
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NOTES:
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500'
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500'
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%%uSTATIONARY SHOULDER CLOSURE WITH CHANNELIZING DEVICES%%u
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1000' MINIMUM
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1 MILE MAXIMUM
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250'
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LIMITS OF WORK ZONE
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%%uMOBILE SHOULDER OPERATIONS%%u
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W20-1
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AHEAD
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WORK
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ROAD
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SHOULDER
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CLOSED
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1000 FT
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RIGHT
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W21-5BR
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*
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TRAFFIC FLOW
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WORK ZONE
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ARROW PANEL
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CHANNELIZING DEVICE
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12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER
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SIGN & SUPPORT
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TYPE B LIGHT
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%%uLEGEND%%u
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*
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SHADOW VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT
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WORK VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT
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*
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*
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*
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*
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***
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MPT-31
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NO SHOULDER
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NEXT XX MILES
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100'
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*
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**
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G20-2
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END
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ROAD WORK
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LIMIT
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SPEED
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R2-1
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500'
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**
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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1.ARROW PANEL IN CAUTION MODE TO BE USED WHEN WORKERS ARE ARROW PANEL IN CAUTION MODE TO BE USED WHEN WORKERS ARE WORKING ON THE SHOULDER. CHANNELIZING DEVICES TO REMAIN IN PLACE UNTIL SHOULDER WORK IS COMPLETED. MAINTAIN NORMAL TWO (2) LANE TRAFFIC. 2.FOR MEDIAN OPERATIONS WHERE THE MEDIAN SHOULDER IS LESS THAN 12 FT. WIDE FOR MEDIAN OPERATIONS WHERE THE MEDIAN SHOULDER IS LESS THAN 12 FT. WIDE USE SINGLE LANE TRAFFIC PATTERN, PER PTS-910, SHEET 4 OF 9, LEFT LANES CLOSED BOTH DIRECTIONS. USE VERTICAL PANEL WITH TYPE "A" LIGHT TO PROVIDE IDENTIFICATION AND WARNING OF OBJECT. SINGLE LANE TRAFFIC PATTERN TO REMAIN IN PLACE UNTIL WORK IS COMPLETED. 3.FOR LEFT SHOULDER WORK ZONE IN WIDE MEDIAN AREAS USE THE SAME SIGN FOR LEFT SHOULDER WORK ZONE IN WIDE MEDIAN AREAS USE THE SAME SIGN SPACING AND PATTERN BUT WITH THE SIGNS INDICATING A LEFT SHOULDER CLOSURE. INSTALL SIGNS IN THE MEDIAN AND RIGHT SHOULDER. 4.THIS PATTERN IS TO BE USED FOR SHORT-TERM OPERATIONS WHICH OCCUPY A THIS PATTERN IS TO BE USED FOR SHORT-TERM OPERATIONS WHICH OCCUPY A LOCATION FOR LESS THAN 12 HOURS FOR THREE (3) OR LESS CONSECUTIVE DAYS. 5.INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 MPH INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 MPH OR 70 MPH. 6.ESTABLISH END ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE 27, ESTABLISH END ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE 27, PTS-910, SHEET 1 OF 9. 7.ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. ALL ARROW PANELS ARE TO BE TRUCK MOUNTED. 8.HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE HAVE ALL SHADOW VEHICLES MEET PENNDOT AND PENNSYLVANIA TURNPIKE REQUIREMENTS. 9.SOME SHOULDER SIGNS MAY BE MOUNTED ON PENNDOT APPROVED PORTABLE SOME SHOULDER SIGNS MAY BE MOUNTED ON PENNDOT APPROVED PORTABLE SIGN SUPPORTS, X-FRAME, WITH A MINIMUM HEIGHT OF 1 FOOT FROM THE PAVEMENT SURFACE TO THE BOTTOM OF THE SIGNS. SOME MEDIAN SIGNS MAY BE MOUNTED ON APPROVED TEMPORARY MEDIAN BARRIER SIGN SUPPORTS. REFER TO MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION FOR APPROPRIATE USE. PORTABLE SUPPORTS AND SIGNS MUST BE REMOVED FROM THE ROADWAY DURING NON-WORKING HOURS. 10.THE MOBILE SHOULDER OPERATIONS FIGURE APPLIES WHERE THE OPERATION MOVES THE MOBILE SHOULDER OPERATIONS FIGURE APPLIES WHERE THE OPERATION MOVES INTERMITTENTLY OR CONTINUOUSLY AT AN AVERAGE SPEED OF MORE THAN 1 M.P.H. (88 FT./MIN.). THE OPERATOR IS TO BE THE ONLY OCCUPANT OF THE SHADOW VEHICLE WHEN THE OPERATION MOVES INTERMITTENTLY, THE MAXIMUM TIME OF STATIONARY WORK IS 15 MINUTES. IF THESE CONDITIONS CAN NOT BE MET, EITHER USE A STATIONARY SHOULDER CLOSURE AS SHOWN ON PTS-910, SHEET 7 OF 9, OR USE A SINGLE LANE TRAFFIC PATTERN AS SHOWN ON PTS-910, SHEET 4 OF 9.
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280' (70 MPH) 260' (65 MPH) 220' (55 MPH)
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CHANNELIZING DEVICES 50' APART
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*
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SHADOW VEHICLE NO. 1
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SHADOW VEHICLE NO. 2 WITH TRUCK MOUNTED ARROW PANEL IN CAUTION MODE.
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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55
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LIMIT
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SPEED
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W3-5
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*
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2000'
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500'
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1500'
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**
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***
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SHOULDER
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CLOSED
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MPT-34
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CAUTION PANEL
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CMS
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****
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SHOULDER
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CLOSED
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AHEAD
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PHASE 1
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SPEED
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LIMIT
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55 MPH
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PHASE 2
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250'
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*
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CAUTION PANEL
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BUFFER ZONE
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SHADOW VEHICLE WITH TRUCK MOUNTED ARROW PANEL IN CAUTION MODE.
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11.MOBILE SHOULDER OPERATIONS MAY BE USED ON THE MEDIAN SHOULDER WHERE MOBILE SHOULDER OPERATIONS MAY BE USED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH IS A MINIMUM OF 12 FEET. 12. ALTERNATING MESSAGE FOR THE CHANGEABLE MESSAGE SIGN (CMS) MAY BE CHANGED AS DIRECTED BY REPRESENTATIVE.
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****
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION - SHORT TERM
MAINTENANCE AND PROTECTION OF TRAFFIC
TUNNEL CROSSOVER TRAFFIC PATTERN
DECEMBER 2015PTS-910
8 9
PTS-910-8.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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TUNNEL PORTAL
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LANES CLOSED TO TRAFFIC
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LANES CLOSED TO TRAFFIC
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TUNNEL PORTAL
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TRAFFIC CONTROL BETWEEN
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BLUE MOUNTAIN KITTATINNY TUNNELS
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660' TRANSITION
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CHANNELIZING DEVICES
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50' APART
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1320' TANGENT
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CHANNELIZING DEVICES
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100' APART
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500'
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VARIES
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1320' MIN. TANGENT
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CHANNELIZING DEVICES 100' APART
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500'
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500'
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500'
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220'
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660' TRANSITION
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TRANSITION
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CHANNELIZING
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DEVICES
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50' APART
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500'
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500'
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280'
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500'
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1500 FT
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CLOSED
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RIGHT LANE
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W20-5R
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W4-2R
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R4-1A
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AHEAD
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ZONE
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PASSING
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NO
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G20-2
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END
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ROAD WORK
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LIMIT
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SPEED
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R2-1
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50'
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10'
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300' RUNOUT
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CHANNELIZING
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DEVICES
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50' APART
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VARIES
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CHANNELIZING
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DEVICES
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50' APART
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VARIES
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50' APART
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TUBULAR MARKERS
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100'
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50'
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W6-3
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150'
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TUBULAR MARKERS
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50' APART
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50'
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50'
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150'
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MPT-01
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CROSS
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OVER
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500 FT
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50'
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100'
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VARIES
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TUBULAR MARKER
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50' APART
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VARIES
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CHANNELIZING
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DEVICES
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50' APART
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OVER
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CROSS
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MPT-02
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W6-3
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10'
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100'
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50'
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660' TRANSITION
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CHANNELIZING DEVICES
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50' APART
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ARROW PANEL
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500'
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500'
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50'
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R4-1A
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W4-2L
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1500 FT
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CLOSED
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LEFT LANE
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W20-5L
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W20-5L
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LEFT LANE
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CLOSED
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2500 FT
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50'
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PASS
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NOT
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DO
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R4-1
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250'
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250'
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TYPE III BARRICADE
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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TEMPORARY CONCRETE BARRIER
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12'-0"(MIN.) SECTION
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12'-0"(MIN.) SECTION WITH GLARE SCREEN
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TEMPORARY CONCRETE BARRIER
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7'-0" END TRANSITION
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CONCRETE BARRIER
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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500'
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500'
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500'
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500'
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LANES CLOSED TO TRAFFIC
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200'
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200'
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W6-3
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R4-1
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W6-3
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R4-1
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2780'
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2780'
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SEE ADVANCED SIGNING PTS-910
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SHEET 1 OF 8
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SHEET 1 OF 9
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SEE ADVANCED SIGNING PTS-910
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2500 FT
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CLOSED
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RIGHT LANE
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W20-5R
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W1-4L
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ARROW PANEL
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W1-4R
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LIMIT
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SPEED
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R2-1
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G20-2
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END
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ROAD WORK
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R11-2
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ROAD
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CLOSED
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*
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*
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PASS
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NOT
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DO
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R4-1
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PASS
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NOT
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DO
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R4-1
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PASS
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NOT
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DO
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R4-1
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MPT-01
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CROSS
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OVER
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500 FT
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OVER
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CROSS
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MPT-02
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AHEAD
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ZONE
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PASSING
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NO
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WORK
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40
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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40
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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40
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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40
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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WORK
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40
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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W16-103P
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AHEAD
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1000 FT
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W16-103P
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AHEAD
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1000 FT
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*
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*
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*
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*
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*
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*
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*
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*
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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NOTES: : 1.USE EXISTING "DO NOT CROSS CENTER LINE" SIGN AND USE EXISTING "DO NOT CROSS CENTER LINE" SIGN AND EXISTING TRAFFIC CONTROL SIGNAL AT PORTAL. 2.PLACE R4-1 SIGNS AT INTERVALS NOT TO EXCEED 660' ON PLACE R4-1 SIGNS AT INTERVALS NOT TO EXCEED 660' ON APPROACHES TO TUNNELS. 3.PLACE G20-5AP/R2-1 SIGNS AT INTERVALS NOT TO EXCEED PLACE G20-5AP/R2-1 SIGNS AT INTERVALS NOT TO EXCEED 1/2 MILE ON APPROACHES TO TUNNEL. 4.WESTBOUND APPROACH TO ALLEGHENY TUNNEL REQUIRES WESTBOUND APPROACH TO ALLEGHENY TUNNEL REQUIRES LEFT AND RIGHT CENTER LANE CLOSURE AS INDICATED ON PTS-910, SHEET 6 OF 9.
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5.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 6.IN MEDIAN AREAS 10 FEET OR LESS, USE RECTANGULAR IN MEDIAN AREAS 10 FEET OR LESS, USE RECTANGULAR CONSTRUCTION SIGNS. IN MEDIAN AREAS GREATER THAN 10 FEET, USE DIAMOND CONSTRUCTION SIGNS. 7.PROVIDE SUFFICIENT TYPE III BARRICADES TO CLOSE OFF THE PROVIDE SUFFICIENT TYPE III BARRICADES TO CLOSE OFF THE ENTIRE ROAD. 8.ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNAGE AS ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNAGE AS INDICATED IN NOTE 27, PTS-910, SHEET 1 OF 9.
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**
AutoCAD SHX Text
CAUTION PANEL
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CAUTION PANEL
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
5A
PTS-910-9.dwg
9 9
PTS-910DECEMBER 2015
UTILITY WORK ALONG SHOULDER
ADVANCED SIGNING FOR SURVEY OR
MAINTENANCE AND PROTECTION OF TRAFFIC
CONSTRUCTION - SHORT TERM
DECEMBER 29, 2015
DECEMBER 29, 2015
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ADVANCED SIGNING FOR SURVEY OR UTILITY WORK ON SHOULDER
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NORMAL TWO (2) OR THREE (3) LANE TRAFFIC
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NORMAL TWO (2) OR THREE (3) LANE TRAFFIC
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SHOULDER
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SHOULDER
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MEDIAN
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1000' MINIMUM
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2500' MAXIMUM
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TRAFFIC FLOW
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SIGN & SUPPORT
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%%uLEGEND%%u
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*
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WORK VEHICLE WITH AN ACTIVATED
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AMBER WARNING LIGHT
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*
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UTILITY
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WORK
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W21-7
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G20-2
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END
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ROAD WORK
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SURVEY
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CREW
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W21-6
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AHEAD
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OR
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250' MINIMUM
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1750' MAXIMUM
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WORK ZONE
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250'
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BUFFER ZONE
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NOTES: 1. VEHICLES, EQUIPMENT, MATERIAL AND WORKERS ARE NOT TO BE LOCATED IN THE BUFFER ZONE. 2. THIS FIGURE APPLIES WHEN THE SURVEY OR UTILITY WORK IS A MINIMUM OF 15 MINUTES. 3. THE SURVEY OR UTILITY WORK ON SHOULDER OPERATION MAY BE USED ON THE MEDIAN SHOULDER WHERE THE MEDIAN SHOULDER WIDTH IS A MINIMUM OF 12 FEET.
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WORK ZONE
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
INTERCHANGE OPERATIONS
GENERAL NOTES
DECEMBER 2015PTS-940
1 9
PTS-940-1.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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%%uGENERAL NOTES%%u
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1.
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4.
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5.
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6.
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7.
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8.
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9.
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10.
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11.
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12.
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13.
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14.
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15.
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WARNING AND DESTINATION SIGNS.
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MAINTAIN A MINIMUM SPACING OF 200 FEET BETWEEN ALL REGULATORY,
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PERIOD OF TWO (2) OR MORE WEEKS.
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TURNPIKE RIGHT-OF-WAY CONSTRUCTION SIGNS NOT NEEDED OR USED FOR A
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COVER OR REMOVE FROM THE SITE ALL SIGNS NOT IN USE. REMOVE FROM THE
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MEDIAN AREAS GREATER THAN 10 FEET, USE DIAMOND CONSTRUCTION SIGNS.
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MEDIAN AREAS 10 FEET OR LESS, USE RECTANGULAR CONSTRUCTION SIGNS.
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REPRESENTATIVE BEFORE WORK BEGINS.
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PLACE ALL TRAFFIC CONTROL DEVICES AND HAVE THEM INSPECTED BY THE
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PROVISIONS.
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COMPLETION OF THE WORK UNLESS OTHERWISE SPECIFIED IN THE SPECIAL
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REMOVE ALL TRAFFIC CONTROL SIGNS AND DEVICES IMMEDIATELY UPON THE
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AND MAINTAIN TRAFFIC ACCORDING TO THE CONTRACT DOCUMENTS.
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FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES
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THE LIMITS OF CONSTRUCTION.
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OF THE TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN
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THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION
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THE CONTRACTOR IS CAUTIONED THAT OTHER COMMISSION CONTRACTOR(S) AND/OR
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COMMISSION MAINTENANCE PERSONNEL MAY BE WORKING ADJACENT TO THE WORK
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ZONE(S) DURING PORTIONS OF THIS CONTRACT PERIOD. THE REPRESENTATIVE WILL
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2.
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SPECIFY THE WORKING SEQUENCE OF THE CONTRACTS IN ORDER TO FACILITATE
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COORDINATED TRAFFIC CONTROL OPERATION.
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ASSOCIATED GUIDELINES, CAN BE FOUND IN THE 67 PA CODE, CHAPTER 212, OFFICIAL
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TO THE REQUIREMENTS OF ACT 229. THESE SIGNS AND DEVICES, AS WELL AS THE
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LIGHT AND THE SPEED DISPLAY SIGN HAVE BEEN CREATED BY PENNDOT IN RESPONSE
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THE R22-1, W21-19 AND W21-20 SIGNS, THE WHITE TYPE B HIGH-INTENSITY FLASHING
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TRAFFIC CONTROL DEVICES. REVIEW, FAMILIARIZE, AND APPLY THESE GUIDELINES AND
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3.
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ALL ITS SUPPLEMENTS AS REQUIRED BY ACT 229.
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THESE PLANS ARE NOT INTENDED TO RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE PROTECTION OF THE PUBLIC AND THE CONSTRUCTION PERSONNEL. THE STANDARDS PRESCRIBED ARE MINIMUM AND ADDITIONAL PROTECTION MAY BE NEEDED IF PROBLEMS ARE ENCOUNTERED DURING THE TERM OF THE CONTRACT. THE CONTRACTOR WILL BE EXPECTED TO CONSTANTLY REVIEW THIS PLAN FOR ADEQUACY AND TO RECOMMEND CHANGES FOR THE REPRESENTATIVE'S APPROVAL WHEN INADEQUACIES ARE DISCOVERED.
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16.SIGNS AND DEVICES MAY BE ADJUSTED TO FIT FIELD CONDITIONS. SIGNS AND DEVICES MAY BE ADJUSTED TO FIT FIELD CONDITIONS. 17.CHANNELIZING DEVICES MAY BE TEMPORARILY RELOCATED, AS APPROVED BY THE CHANNELIZING DEVICES MAY BE TEMPORARILY RELOCATED, AS APPROVED BY THE REPRESENTATIVE, TO ALLOW FOR WORK TO BE PERFORMED. THE CHANNELIZING DEVICES MUST REMAIN BETWEEN TRAFFIC AND THE WORK ZONE. 18.CONCRETE BARRIER DETAILS ARE TO BE ACCORDING TO PENNSYLVANIA DEPARTMENT OF CONCRETE BARRIER DETAILS ARE TO BE ACCORDING TO PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION, RC-57M, RC-59M, AND PTC STANDARDS FOR ROADWAY CONSTRUCTION. 19.CHANNELIZING DEVICES ARE TO BE PENNDOT APPROVED VERTICAL PANELS WITH CHANNELIZING DEVICES ARE TO BE PENNDOT APPROVED VERTICAL PANELS WITH SELF-BALLASTED BASES UNLESS OTHERWISE SPECIFIED. THE ENTIRE FACE OF THE VERTICAL PANEL VISIBLE TO TRAFFIC IS TO BE REFLECTORIZED WITH PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL. COMPLETELY REMOVE CHANNELIZING DEVICES FROM ROADWAY SO THEY ARE NOT VISIBLE TO MOTORISTS DURING NON-WORKING HOURS. 20.FOR MULTI-LANE ACCELERATION AND DECELERATION RAMPS, LOCATE W8-11 (UNEVEN FOR MULTI-LANE ACCELERATION AND DECELERATION RAMPS, LOCATE W8-11 (UNEVEN LANES) SIGN ON THE RIGHT SHOULDER OF THE RAMPS OF INTERCHANGES AND SERVICE PLAZAS IN ADVANCE OF THE PAVEMENT DIFFERENTIAL, AS DIRECTED BY THE REPRESENTATIVE. IF THE ACCELERATION OR DECELERATION RAMP IS OPEN TO TRAFFIC AND A DIFFERENTIAL BETWEEN THE RAMP AND SHOULDER PAVEMENT EXISTS, INSTALL A W8-9 (LOW SHOULDER) SIGN ON THE RIGHT SHOULDER IN ADVANCE OF THE PAVEMENT DIFFERENTIAL, AS DIRECTED BY THE REPRESENTATIVE. IF TRAFFIC IS CROSSING THE CLOSED LANE OR RUNNING ON THE MILLED LANE AND A PAVEMENT DIFFERENTIAL EXISTS, PROVIDE A PAVED 1 INCH PER FOOT WEDGE TO REMOVE THE VERTICAL DROP-OFF AT THE ENTRANCES AND EXITS TO INTERCHANGES, SERVICE PLAZAS, MAINTENANCE SHEDS AND ACCESS RAMPS FOR THE FULL LENGTH OF THE RAMPS. 21.PROVIDE A PORTABLE CHANGEABLE MESSAGE SIGN ON THE RIGHT SHOULDER IN PROVIDE A PORTABLE CHANGEABLE MESSAGE SIGN ON THE RIGHT SHOULDER IN ADVANCE OF THE PAVEMENT DIFFERENTIAL. MESSAGE AS DIRECTED BY THE REPRESENTATIVE. 22.INSTALL, RESET, RELOCATE, AND REMOVE ANY PERMANENT AND/OR TEMPORARY INSTALL, RESET, RELOCATE, AND REMOVE ANY PERMANENT AND/OR TEMPORARY CONCRETE BARRIER SO THAT NO BLUNT END OF THE BARRIER IS EXPOSED TO ONCOMING TRAFFIC. 23.ENSURE THAT ALL EQUIPMENT APPROACHES, ENTERS, AND DEPARTS FROM WORKING ENSURE THAT ALL EQUIPMENT APPROACHES, ENTERS, AND DEPARTS FROM WORKING AREAS IN THE DIRECTION OF AND WITH THE NORMAL ADJACENT TRAFFIC FLOW. 24.VEHICLES, EQUIPMENT, MATERIAL AND WORKERS ARE NOT TO BE LOCATED IN THE VEHICLES, EQUIPMENT, MATERIAL AND WORKERS ARE NOT TO BE LOCATED IN THE BUFFER ZONE. 25.TYPE B LIGHT IS TO BE MOUNTED ON THE SIDE CLOSEST TO TRAFFIC AS SHOWN ON TYPE B LIGHT IS TO BE MOUNTED ON THE SIDE CLOSEST TO TRAFFIC AS SHOWN ON PTS-980, SHEET 18 OF 18.
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PROVIDE AT MINIMUM A 40 FOOT WIDTH BEYOND THE EDGE OF THE TRAVEL LANE FREE OF OBSTACLES AND DROP-OFFS GREATER THAN 2 INCHES IN DEPTH IN WORK ZONE(S) DURING NON-WORKING HOURS OR SEPARATE WORK ZONE(S) FROM MOTORISTS WITH TEMPORARY CONCRETE BARRIER. SEPARATION OF WORK ZONE(S) IS INCIDENTAL TO THE MPT.
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DETAILS FOR THE SIGNS AND DEVICES CAN BE FOUND IN THESE PLANS, PENNDOT PUBLICATION 236, PENNDOT PUBLICATION 212 AND ARE TO BE MANUFACTURED BY A DEPARTMENT OF TRANSPORTATION APPROVED MANUFACTURER AS LISTED IN PENNDOT PUBLICATION 35.
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USE PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL FOR SIGNS. DO NOT USE METAL OR WOOD SIGNS IN MEDIAN.
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L =
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COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON RAMPS USING THE FOLLOWING FORMULA:
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W x S 60
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2
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S = NORMAL SPEED IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
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WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
RECOMMENDED:
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TURN
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STANDARD DRAWING
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CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
INTERCHANGE OPERATIONS
TOLL PLAZA RIGHT LANE CLOSURE
DECEMBER 2015PTS-940
2 9
PTS-940-2.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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*
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AREA
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TOLL PLAZA
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MPT-10
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CONSTRUCTION
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AREA
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TOLL PLAZA
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MPT-10
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CONSTRUCTION
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CHANNELIZING DEVICES 25' APART
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CHANNELIZING DEVICES 25' APART
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500'
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CHANNELIZING DEVICES 25' APART
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CHANNELIZING DEVICES 25' APART
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AHEAD
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WORK
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RAMP
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W21-101
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AREA
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TOLL PLAZA
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MPT-10
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CONSTRUCTION
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TOLL PLAZA RIGHT LANE CLOSURE
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NOTES: : 1.OVERHEAD LANE CONTROL TO DISPLAY RED SIGNAL AND "LANE CLOSED" OVERHEAD LANE CONTROL TO DISPLAY RED SIGNAL AND "LANE CLOSED" WHITE ON RED BACKGROUND, IF AVAILABLE. 2.IF DISTANCE TO INTERSECTING ROADWAY DOES NOT ALLOW SIGN IF DISTANCE TO INTERSECTING ROADWAY DOES NOT ALLOW SIGN PLACEMENT AS SHOWN, PLACE MPT-10 SIGN 50' MIN FROM INTERSECTION TO ROADWAY AND SPACE W21-101 SIGN EQUALLY BETWEEN MPT-10 AND BEGINNING OF TRANSITION. 3.PLACE CHANNELIZING DEVICES AT 10' APART ACROSS PARKING ACCESS. PLACE CHANNELIZING DEVICES AT 10' APART ACROSS PARKING ACCESS. 4.IF MULTIPLE RAMPS PROVIDE ENTRANCE TO TOLL PLAZA, PLACE MPT-10 IF MULTIPLE RAMPS PROVIDE ENTRANCE TO TOLL PLAZA, PLACE MPT-10 AND W21-101 SIGNS ON EACH RAMP AS NECESSARY. 5.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS DURING HOURS OF DARKNESS. 6.COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON RAMPS USING THE FOLLOWING FORMULA:
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*
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*
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SEE NOTE 3
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**
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**
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**
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FLAGGER
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION WITH GLARE SCREEN
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CONCRETE BARRIER 7'-0" END TRANSITION
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SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR AND ARROW PANEL
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AHEAD
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WORK
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RAMP
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W21-101
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G20-2
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END
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ROAD WORK
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G20-2
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END
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ROAD WORK
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ARROW PANEL
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AHEAD
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WORK
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RAMP
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W21-101
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ARROW PANEL
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L =
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W x S 60
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2
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S = NORMAL SPEED IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
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WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
INTERCHANGE OPERATIONS
TOLL PLAZA CENTER LANE CLOSURE
DECEMBER 2015PTS-940
3 9
PTS-940-3.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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*
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AREA
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TOLL PLAZA
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MPT-10
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CONSTRUCTION
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AREA
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TOLL PLAZA
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MPT-10
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CONSTRUCTION
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CHANNELIZING DEVICES 25' APART
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CHANNELIZING DEVICES 25' APART
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500'
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CHANNELIZING DEVICES 25' APART
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CHANNELIZING DEVICES 25' APART
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AREA
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TOLL PLAZA
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MPT-10
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CONSTRUCTION
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TOLL PLAZA CENTER LANE CLOSURE
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NOTES: : 1.OVERHEAD LANE CONTROL TO DISPLAY RED SIGNAL AND "LANE CLOSED" OVERHEAD LANE CONTROL TO DISPLAY RED SIGNAL AND "LANE CLOSED" WHITE ON RED BACKGROUND, IF AVAILABLE. 2.IF DISTANCE TO INTERSECTING ROADWAY DOES NOT ALLOW SIGN IF DISTANCE TO INTERSECTING ROADWAY DOES NOT ALLOW SIGN PLACEMENT AS SHOWN, PLACE MPT-10 SIGN 50' MIN FROM INTERSECTION TO ROADWAY AND SPACE W21-101 SIGN EQUALLY BETWEEN MPT-10 AND BEGINNING OF TRANSITION. 3.IF MULTIPLE RAMPS PROVIDE ENTRANCE TO TOLL PLAZA, PLACE MPT-10 IF MULTIPLE RAMPS PROVIDE ENTRANCE TO TOLL PLAZA, PLACE MPT-10 AND W21-101 SIGNS ON EACH RAMP AS NECESSARY. 4.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS DURING HOURS OF DARKNESS. 5.COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON RAMPS USING THE FOLLOWING FORMULA:
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*
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*
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**
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**
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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FLAGGER
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION WITH GLARE SCREEN
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CONCRETE BARRIER 7'-0" END TRANSITION
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SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR AND ARROW PANEL
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AHEAD
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WORK
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RAMP
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W21-101
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**
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AHEAD
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WORK
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RAMP
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W21-101
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G20-2
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END
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ROAD WORK
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G20-2
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END
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ROAD WORK
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ARROW PANEL
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AHEAD
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WORK
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RAMP
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W21-101
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ARROW PANEL
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L =
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W x S 60
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2
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S = NORMAL SPEED IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
AutoCAD SHX Text
WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
RECOMMENDED:
APPROVED:
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TURN
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DATE:
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STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
INTERCHANGE OPERATIONS
ADVANCE WARNING SIGNS FOR
WORK ON RAMPS
DECEMBER 2015PTS-940
4 9
PTS-904-4.dwg
5ADECEMBER 29, 2015
DECEMBER 29, 2015
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AHEAD
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WORK
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RAMP
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AHEAD
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WORK
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RAMP
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AHEAD
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WORK
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RAMP
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W21-101
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AHEAD
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WORK
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RAMP
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W21-101
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TO STOP
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PREPARED
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BE
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W3-4
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ROAD WORK
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END
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G20-2
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ROAD WORK
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END
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G20-2
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W21-101
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TO STOP
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PREPARED
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BE
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W3-4
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ROAD WORK
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END
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G20-2
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W21-101
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W20-7
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W20-7
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500'
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500'
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500'
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LOCATION OF FLAGGER
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500'
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500'
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LOCATION OF FLAGGER
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500'
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500'
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500'
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NOTES: : 1.SIGN LOCATIONS MAY BE ADJUSTED TO FIT FIELD CONDITIONS. SIGN LOCATIONS MAY BE ADJUSTED TO FIT FIELD CONDITIONS. 2.PLACE MPT-09 SIGN 500' (MIN.) IN ADVANCE OF RAMP OR 500' PLACE MPT-09 SIGN 500' (MIN.) IN ADVANCE OF RAMP OR 500' (MIN.) IN ADVANCE OF W21-101 SIGN, WHICHEVER IS GREATER. 3.PLACE W20-7 SIGNS ON EVERY OTHER TOLL ISLAND, IF PLACE W20-7 SIGNS ON EVERY OTHER TOLL ISLAND, IF APPLICABLE.
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*
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*
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AREA
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INTERCHANGE
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MPT-09
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CONSTRUCTION
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*
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AREA
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INTERCHANGE
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MPT-09
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CONSTRUCTION
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**
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**
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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FLAGGER
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION WITH GLARE SCREEN
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CONCRETE BARRIER 7'-0" END TRANSITION
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SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR AND ARROW PANEL
RECOMMENDED:
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TURN
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STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
INTERCHANGE OPERATIONS
RAMP BRIDGE CROSSOVER
DECEMBER 2015PTS-940
5 9
PTS-940-5.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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CHANNELIZING DEVICES 25' APART
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SHOULDER TRANSITION SEE NOTE 3
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CHANNELIZING DEVICES 25' APART
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TRANSITION SEE NOTE 3
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TEMPORARY BARRIER OPENING 150' (MIN.)
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REMOVE EXISTING BARRIER
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TYPE V TEMPORARY IMPACT ATTENUATOR TEST LEVEL III (TYP)
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CHANNELIZING DEVICES 25' APART
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SHOULDER TRANSITION SEE NOTE 3
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CHANNELIZING DEVICES 25' APART
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TRANSITION SEE NOTE 3
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50'
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STOP
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SLOW
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FLAGGER WITH WALKIE TALKIE
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W21-10
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STOP
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SLOW
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FLAGGER WITH WALKIE TALKIE
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W21-10
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50'
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SEE ADVANCED SIGNING DETAIL ON SHEET 4 OF 9
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SEE NOTE 1
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NOTES: : 1.PLACE CHANNELIZING DEVICES AT 10' APART TO CLOSE PLACE CHANNELIZING DEVICES AT 10' APART TO CLOSE OFF BARRIER OPENING DURING NON-WORKING HOURS. 2.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 3.COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON RAMPS USING THE FOLLOWING FORMULA:
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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FLAGGER
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION WITH GLARE SCREEN
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CONCRETE BARRIER 7'-0" END TRANSITION
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SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR AND ARROW PANEL
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SEE ADVANCED SIGNING DETAIL ON SHEET 4 OF 9
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TYPE V TEMPORARY IMPACT ATTENUATOR TEST LEVEL 2
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TYPE V TEMPORARY IMPACT ATTENUATOR TEST LEVEL 2
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L =
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W x S 60
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2
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S = NORMAL SPEED IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
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WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
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SEE ADVANCED SIGNING DETAIL ON SHEET 4 OF 9
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SEE ADVANCED SIGNING DETAIL ON SHEET 4 OF 9
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PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
INTERCHANGE OPERATIONS
WORK ZONE ON RAMP
DECEMBER 2015PTS-940
6 9
PTS-940-6.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
AutoCAD SHX Text
NOTES: : 1.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 2.COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON RAMPS USING THE FOLLOWING FORMULA:
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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FLAGGER
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION WITH GLARE SCREEN
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CONCRETE BARRIER 7'-0" END TRANSITION
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SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR AND ARROW PANEL
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SHOULDER
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MEDIAN
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SHOULDER
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SHOULDER
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MEDIAN
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SHOULDER
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AREA
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INTERCHANGE
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MPT-09
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CONSTRUCTION
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WORK ZONE
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50'
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100' RUNOUT
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SHOULDER
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SHOULDER
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100'
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SHADOW VEHICLE
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500'
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500'
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AHEAD
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WORK
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RAMP
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W21-101
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NARROWS
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RAMP
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W5-4
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TRANSITION L SEE NOTE 2
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%%UWORK ZONE ON RAMP
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SHOULDER TRANSITION 1/3 L SEE NOTE 2
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500' (MIN.)
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25'
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(TYP)
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10' MIN TRAVEL LANE
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L =
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W x S 60
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2
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S = NORMAL SPEED IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
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WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
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G20-2
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END
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ROAD WORK
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ARROW PANEL
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100'
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TURN
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DATE:
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STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
INTERCHANGE OPERATIONS
TWO-LANE RAMP, ONE LANE CLOSURE
DECEMBER 2015PTS-940
7 9
PTS-940-7.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
AutoCAD SHX Text
ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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FLAGGER
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION WITH GLARE SCREEN
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CONCRETE BARRIER 7'-0" END TRANSITION
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SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR AND ARROW PANEL
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SHOULDER
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MEDIAN
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SHOULDER
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SHOULDER
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MEDIAN
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SHOULDER
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MPT-09
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WORK ZONE
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SHOULDER
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SHOULDER
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SHADOW VEHICLE
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500'
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500'
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W21-101
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TRANSITION L SEE NOTE 4
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SHOULDER TRANSITION 1/3 L SEE NOTE 4
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500' (MIN.)
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W4-2R
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W16-103P
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RAMP WORK AHEAD
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INTERCHANGE AREA CONSTRUCTION
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500 FT AHEAD
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NOTES: 1.FOR RIGHT LANE WORK ZONE, USE THE SAME FOR RIGHT LANE WORK ZONE, USE THE SAME SIGN SPACING AND PATTERN BUT WITH THE SIGNS INDICATING A RIGHT LANE CLOSURE. 2.USE CHANNELIZING DEVICES WITH PENNDOT USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREA FOR PATTERNS USED DURING HOURS OF DARKNESS. 3.ESTABLISH SINGLE LANE TRAFFIC PATTERN ESTABLISH SINGLE LANE TRAFFIC PATTERN ONLY DURING ACTIVE WORK PERIODS. SHORTEN LENGTH OF SINGLE LANE PATTERN TO ONLY THE LENGTH NEEDED FOR CONSTRUCTION OPERATION. 4.COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON RAMPS USING THE FOLLOWING FORMULA:
AutoCAD SHX Text
TWO-LANE RAMP, ONE LANE CLOSURE
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50'
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100' RUNOUT
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100'
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25'
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(TYP)
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L =
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W x S 60
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2
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S = NORMAL SPEED IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
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WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
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G20-2
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END
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ROAD WORK
AutoCAD SHX Text
ARROW PANEL
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100'
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
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PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
INTERCHANGE OPERATIONS
E-ZPASS ONLY SLIP RAMP
DECEMBER 2015PTS-940
8 9
PTS-940-5.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
AutoCAD SHX Text
NOTES: : 1.TIE INTO SHOULDER AT LANE DIVERGE. TIE INTO SHOULDER AT LANE DIVERGE. 2.PLACE MPT-09 SIGN 500' (MIN.) IN ADVANCE OF RAMP PLACE MPT-09 SIGN 500' (MIN.) IN ADVANCE OF RAMP OR 500' (MIN.) IN ADVANCE OF W21-101 SIGN, WHICHEVER IS GREATER. 3.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREAS FOR PATTERNS USED DURING HOURS OF DARKNESS. 4.COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON RAMPS USING THE FOLLOWING FORMULA:
AutoCAD SHX Text
ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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FLAGGER
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION WITH GLARE SCREEN
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CONCRETE BARRIER 7'-0" END TRANSITION
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SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR AND ARROW PANEL
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AHEAD
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WORK
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RAMP
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WORK ZONE
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ROAD WORK
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END
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G20-2
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**
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BUFFER ZONE 100'
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TRANSITION
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AREA
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INTERCHANGE
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MPT-09
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CONSTRUCTION
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500'
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500'
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AHEAD
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500 FT
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125'
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*
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**
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*
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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AHEAD
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WORK
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RAMP
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WORK ZONE
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ROAD WORK
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END
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G20-2
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**
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50'
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BUFFER ZONE 100'
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100' RUNOUT
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AREA
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INTERCHANGE
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MPT-09
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CONSTRUCTION
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500'
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500'
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AHEAD
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500 FT
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100'
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125'
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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W21-101
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W4-2R
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W16-103P
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W21-101
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W4-2L
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W16-103P
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SHADOW VEHICLE
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L =
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W x S 60
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2
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S = NORMAL SPEED IN MILES PER HOUR
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W = WIDTH OF OFFSET IN FEET
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WHERE L = MINIMUM DESIRABLE TAPER LENGTH IN FEET
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ARROW PANEL
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25'
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TYP
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25'
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TYP
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SHADOW VEHICLE
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ARROW PANEL
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50'
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100' RUNOUT
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100'
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TRANSITION L SEE NOTE 4
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E-ZPASS ONLY SLIP RAMP LANE ADDITION CLOSURE
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E-ZPASS ONLY SLIP RAMP LANE CLOSURE
RECOMMENDED:
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TURN
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DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEET
CONSTRUCTION
MAINTENANCE AND PROTECTION OF TRAFFIC
E-ZPASS EXPRESS LANE CLOSURE
DECEMBER 2015PTS-940
9 9
PTS-940-9.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
AutoCAD SHX Text
BUFFER ZONE
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EXPRESS E-ZPASS CLOSURE
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NOTES: : 1.ESTABLISH ADVANCED LANE CLOSURE SIGNAGE PER PTS-900 ESTABLISH ADVANCED LANE CLOSURE SIGNAGE PER PTS-900 SHEET 9. 2.IF DISTANCES FOR FIRST SHOULDER TRANSITION, MERGE IF DISTANCES FOR FIRST SHOULDER TRANSITION, MERGE TRANSITION AND BUFFER ZONE EXCEED DEVELOPMENT OF ADDITIONAL EXPRESS LANE, EXTEND BUFFER ZONE TO EXPRESS LANE DIVERGE TAPER. PROVIDE ARROW BOARD ONLY AT TRANSITION AREA. 3.AT LOCATIONS WITH EXPRESS E-ZPASS SIGNS PLACE A AT LOCATIONS WITH EXPRESS E-ZPASS SIGNS PLACE A PORTABLE CMS WITH FOLLOWING MESSAGE: EXPRESSKEEP KEEP E-ZPASSRIGHT RIGHT CLOSED 4.IN LOCATIONS WHERE PERMANENT DMS ARE AVAILABLE, DISPLAY IN LOCATIONS WHERE PERMANENT DMS ARE AVAILABLE, DISPLAY MESSAGE AS SHOWN IN NOTE 3. 5.ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, ESTABLISH WORK ZONE SPEED LIMIT AS INDICATED IN NOTE 20, PTS-900, SHEET 1 OF 13. 6.USE CHANNELIZING DEVICES WITH PENNDOT APPROVED USE CHANNELIZING DEVICES WITH PENNDOT APPROVED SEQUENTIAL WARNING LIGHTS IN THE TRANSITION AREA FOR PATTERNS USED DURING HOURS OF DARKNESS. 7.ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING AS ESTABLISH END OF ROAD WORK AND SPEED LIMIT SIGNING AS INDICATED IN NOTE 27, PTS-900, SHEET 1 OF 13. 8.COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES COMPUTE THE MINIMUM DESIRABLE TAPER LENGTH FOR REDUCTION IN LANES ON MAINLINE USING THE FOLLOWING FORMULA: L = S x W WHERE L = MINIMUM DESIRED TAPER LENGTH IN FEET W = WIDTH OF OFFSET IN FEET S = NORMAL SPEED LIMIT IN MILES PER HOUR
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500' MIN. (55 MPH)
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MATCH LINE A
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*
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ARROW PANEL
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TYPE B LIGHT
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SIGN & SUPPORT
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CHANNELIZING DEVICE
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IMPACT ATTENUATORS (AS REQUIRED)
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WORK ZONE
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TRAFFIC FLOW
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%%uLEGEND%%u
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FLAGGER
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION
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TEMPORARY CONCRETE BARRIER 12'-0"(MIN.) SECTION WITH GLARE SCREEN
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CONCRETE BARRIER 7'-0" END TRANSITION
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SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR AND ARROW PANEL
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BUFFER ZONE (NO VEHICLES IN THIS AREA)
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CHANNELIZING DEVICES 50' APART
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MATCH LINE A
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500' MIN. (55 MPH)
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BUFFER ZONE
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CHANNELIZING DEVICES 50' APART
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CHANNELIZING DEVICES 100' APART
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CHANNELIZING DEVICES 50' APART
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CHANNEL- IZING DEVICES 50' APART
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CHANNELIZING DEVICES 50' APART
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ARROW PANEL
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*
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ARROW PANEL
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*
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*
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*
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*
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*
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W4-2R
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W16-103P
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AHEAD
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1000 FT
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R4-1A
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AHEAD
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ZONE
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PASSING
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NO
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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W20-5AR
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LEFT
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TWO LANES
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CLOSED
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1500 FT
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W20-5AR
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LEFT
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TWO LANES
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CLOSED
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2500 FT
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1000 FT
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CLOSED
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TWO LANES
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LEFT
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W20-5AR
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1000'
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500'
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500'
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500'
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CMS
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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500'
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WORK
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55
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LIMIT
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SPEED
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ZONE
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R2-1
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G20-5AP/
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W16-103P
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AHEAD
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500 FT
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55
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LIMIT
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SPEED
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W3-5
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500'
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***
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**
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SEE ADVANCED SIGNING PTS-900, SHEET 1 OF 13
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ROAD WORK
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END
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G20-2
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SHOULDER
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SHOULDER
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SHOULDER
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SHOULDER
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9.ESTABLISH WORK ZONE SPEED LIMIT OF 55 MPH IN ALL CONSTRUCTION ESTABLISH WORK ZONE SPEED LIMIT OF 55 MPH IN ALL CONSTRUCTION ZONES EXCEPT WHEN USING TUNNEL CROSS-OVER TRAFFIC PATTERN ESTABLISH WORK ZONE SPEED LIMIT OF 40 MPH. ESTABLISH WORK ZONE SPEED LIMIT BY INSTALLING 55 MPH SPEED LIMIT SIGNS IN MEDIAN AND SHOULDER 1/2 MILE IN ADVANCE OF CONSTRUCTION AREA ACCESS OPENINGS AS SHOWN ON PTS-900, SHEET 4 OF 13. 55 MPH IS ONLY PERMITTED DURING ALLOWABLE WORKING HOURS AND WHEN WORK IS OCCURRING. NORMAL POSTED SPEED LIMIT SIGNS ARE TO REMAIN UNCOVERED IN 2 MILE ADVANCED SIGNING AREA FOR WORK ZONES AS SHOWN ON PTS-900, SHEET 1 OF 13. COVER OR REMOVE WORK ZONE SPEED LIMIT SIGNS WHEN ALL NORMAL LANES AND ALL NORMAL MEDIAN AND SHOULDER ARE AVAILABLE AND ARE AT THE SAME ELEVATION FOR THE AFFECTED DIRECTION(S). COVER OR REMOVE WORK ZONE SPEED LIMIT SIGNS WHEN TEMPORARY CONCRETE BARRIER CLOSES THE MEDIAN OR SHOULDER. 10.POST THE G20-2 (END ROAD WORK) SIGN AND THE NORMAL SPEED LIMIT POST THE G20-2 (END ROAD WORK) SIGN AND THE NORMAL SPEED LIMIT FOR THE AREA (55 MPH, 65 MPH OR 70 MPH) AT THE END OF THE WORK ZONE. IF THE PHYSICAL WORK ZONE IS FOLLOWED BY ANOTHER PHYSICAL WORK ZONE WITHIN 2 MILES, THEN THE G20-2 SIGN IS NOT TO BE USED AND THE R2-1 SIGN AT THE END OF THE FIRST WORK ZONE IS TO BE 55 MPH. 11.EXISTING R2-2-2, "WORK ZONE SPEED LIMIT 55 MPH", SIGNS MAY ONLY BE EXISTING R2-2-2, "WORK ZONE SPEED LIMIT 55 MPH", SIGNS MAY ONLY BE USED FOR THE REMAINDER OF THEIR SERVICEABLE LIFE. 12.INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 INSTALL W3-5 SIGN ONLY IN AREAS WHERE THE NORMAL SPEED LIMIT IS 65 MPH OR 70 MPH. 13.REFER TO MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION REFER TO MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION FOR APPROPRIATE USE.
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**
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***
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500'
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R4-1
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DO
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NOT
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PASS
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MAINTENANCE AND PROTECTION OF TRAFFIC
SIGN FABRICATION
DECEMBER 2015PTS-960
1 5
PTS-960-1.dwg
5A
CROSSOVER500FT
OVERCROSS
EXITNEXTRIGHT
EXIT
CROSSOVER500FT1
EMERGENCYCELLULAR
11*
NEXT RIGHT
DECEMBER 29, 2015
DECEMBER 29, 2015
AutoCAD SHX Text
7.9 - 6.0 - O 5.8 - V 4.7 - E 3.7 - R 7.9 -
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6.3- - 4.8- 5 - 5 5.6- 0 - 0 4.2- 0 - 0 1.6- - 3.9- F - F 3.3- T - T 6.3- -
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7.9 - 6.0 - O 5.8 - V 4.7 - E 3.7 - R 7.9 -
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5.4- - 5.5- C - C 5.2- R - R 6.1- O - O 4.8- S - S 3.6- S - S 5.4- -
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9.0- - 18.0- ARROW - ARROW 9.0- -
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13.4- - 10.5 - N 7.4- E - E 9.1- X - X 6.2- T - T 13.4- -
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16.1 - - 7.4- E - E 9.9- X - X 4.3- I - I 6.2- T - T 16.1- -
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10.1 - - 9.2- R - R 4.8- I - I 10.5- G - G 9.1- H - H 6.2- T - T 10.1 -
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21.8 - 16.4 - ARROW 21.8 -
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8.3- - 5.8- N - N 3.8- E - E 4.8- X - X 3.4- T - T 4.0- - 5.1- R - R 2.5- I - I 5.7- G - G 4.9- H - H 3.4- T - T 8.3--
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5.1- - 22.0- FOOD - FOOD 10.1 17.7- FUEL 5.1 -
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21.8 - 16.4 - ARROW 21.8 -
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5.4- - 5.5- C - C 5.2- R - R 6.1- O - O 4.8- S - S 3.6- S - S 5.4- -
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9.2- - 11.1- E - E 14.9- X - X 6.4- I - I 9.2- T - T 9.2- -
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1.3" Border With 6.0" Radius White on Green
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6.3
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6.3
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MPT-05
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8" LET. (CLEARVIEW HWY-1-W)
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8" LET. (CLEARVIEW HWY-1-W)
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36.0
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36.0
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36.0
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1.0" Border With 2.0" Radius Black on Orange
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1.0" Border With 2.0" Radius Black on Orange
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8" LET. (CLEARVIEW HWY-1-W)
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8" LET. (CLEARVIEW HWY-1-W)
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8" LET. (CLEARVIEW HWY-1-W)
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36.0
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36.0
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36.0
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MPT-01
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MPT-02
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8" LET. (CLEARVIEW HWY-6-W)
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8" LET. (CLEARVIEW HWY-6-W)
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8" LET. (CLEARVIEW HWY-6-W)
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2.0" Border With 12.0" Radius White on Green
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MPT-06
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11" LET. (CLEARVIEW HWY-6-W)
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60.0
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60.0
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60.0
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60.0
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60.0
AutoCAD SHX Text
1.3" Border With 6.0" Radius White on Blue
AutoCAD SHX Text
MPT-07
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
2.0" Border With 6.0" Radius White on Blue
AutoCAD SHX Text
MPT-08
AutoCAD SHX Text
60.0
AutoCAD SHX Text
60.0
AutoCAD SHX Text
60.0
AutoCAD SHX Text
7.9 - 6.0 - O 5.8 - V 4.7 - E 3.7 - R 7.9 -
AutoCAD SHX Text
4.3- - 3.9 - 1 4.8- 5 - 5 5.7- 0 - 0 5.7- 0 - 0 3.9- F - F 3.4- T - T 4.3- -
AutoCAD SHX Text
5.4- - 5.5- C - C 5.2- R - R 6.1- O - O 4.8- S - S 3.6- S - S 5.4- -
AutoCAD SHX Text
4.3
AutoCAD SHX Text
4.3
AutoCAD SHX Text
1.0" Border With 2.0" Radius Black on Orange
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
36.0
AutoCAD SHX Text
36.0
AutoCAD SHX Text
36.0
AutoCAD SHX Text
MPT-03
AutoCAD SHX Text
0.6" Margin With 0.8" Border White on Blue 4" LET. C
AutoCAD SHX Text
D12-14A
AutoCAD SHX Text
5.1- - 22.0- FOOD - FOOD 10.1 17.7- FUEL 5.1 -
AutoCAD SHX Text
60.0
SIGN
SIZE
A B C D E F G H J K L
M N P Q R S T U
SIGN
SIZE
48X48
48X48
DIMENSIONS
DIMENSIONS
BLANK
STD.
48 7
13
9
10 4
1
10 6
2
5 16
3
10
14
13
2
53
3
5
9
3
5 1
1
10
1
2
9
20
2
5 19
4
5
9
2
5
14
1
2
10
3
1
2
8
10 1
1
5
B3-48
MARGIN BORDER
W1-4CL
SIGN
SIZE
A B C D E F G H J K L
M N P Q R S T U
SIGN
SIZE
48X48
48X48
DIMENSIONS
DIMENSIONS
BLANK
STD.
48 7
13
9
10 4
1
106
2
5 16
3
10
14
13
2
53
3
5
9
3
5 1
1
10
1
2
9
20
2
5 19
4
5
9
2
5
14
1
2
10
3
1
2
8
10 1
1
5
B3-48
MARGIN BORDER
W1-4CR
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
MAINTENANCE AND PROTECTION OF TRAFFIC
SIGN FABRICATION
DECEMBER 2015PTS-960
2 5
PTS-960-2.dwg
5A
INTERCHANGEAREA
CONSTRUCTION
TOLL PLAZAAREA
CONSTRUCTION
SERVICE PLAZAAREA
CONSTRUCTION
AHEAD
DECEMBER 29, 2015
DECEMBER 29, 2015
AutoCAD SHX Text
35.9- - 7.2- A - A 6.5- R - R 5.0- E - E 5.5- A - A 35.9- -
AutoCAD SHX Text
15.3- - 3.4- I - I 6.7- N - N 5.9- T - T 5.5- E - E 6.3- R - R 6.5- C - C 6.3- H - H 7.2- A - A 7.0- N - N 7.0- G - G 3.6- E - E 15.3- -
AutoCAD SHX Text
11.5 - - 6.3- C - C 7.6- O - O 6.6- N - N 5.6- S - S 5.9- T - T 6.5- R - R 6.7- U - U 5.9- C - C 5.9- T - T 3.2- I - I 7.7- O - O 5.1- N - N 11.5- -
AutoCAD SHX Text
35.9 - 7.2 - A 6.5 - R 5.0 - E 5.5 - A 35.9 -
AutoCAD SHX Text
11.5 - - 6.3- C - C 7.6- O - O 6.6- N - N 5.6- S - S 5.9- T - T 6.5- R - R 6.7- U - U 5.9- C - C 5.9- T - T 3.2- I - I 7.7- O - O 5.1- N - N 11.5- -
AutoCAD SHX Text
35.9 - 7.2 - A 6.5 - R 5.0 - E 5.5 - A 35.9 -
AutoCAD SHX Text
11.5- - 6.3- C - C 7.6- O - O 6.6- N - N 5.6- S - S 5.9- T - T 6.5- R - R 6.7- U - U 5.9- C - C 5.9- T - T 3.2- I - I 7.7- O - O 5.1- N - N 11.5- -
AutoCAD SHX Text
8.1- - 7.4- A - A 7.0- H - H 5.2- E - E 7.3- A - A 4.9- D - D 8.1- -
AutoCAD SHX Text
12.0- - 6.2- S - S 5.5- E - E 6.0- R - R 6.9- V - V 3.2- I - I 6.5- C - C 3.6- E - E 6.0- - 6.2- P - P 4.4- L - L 6.7- A - A 5.2- Z - Z 5.6- A - A 12.0- -
AutoCAD SHX Text
20.4 - 5.6 - T 7.7 - O 4.9 - L 3.3 - L 5.6 - 6.2 - P 4.4 - L 6.8 - A 5.2 - Z 5.5 - A 20.4 -
9.9- - 10.8 - C 12.9- O - O 11.4 - N - N 9.5- S - S 10.2- T - T 11.0 - R - R 11.3 - U - U 10.3 - C 10.1 - T - T 5.6- I - I 12.9- O - O 8.2- N - N 9.9- -
AutoCAD SHX Text
9.3- - 6.9- B - B 5.0- E - E 5.6- T - T 10.1 - W - W 5.8- E - E 5.8- E - E 5.2- N - N 6.0- - 3.9- I - I 6.9- N - N 6.0- T - T 5.8- E - E 6.6- R - R 6.9- C - C 6.6- H - H 7.7- A - A 7.4- N - N 7.5- G - G 5.2- E - E 4.5- S - S 9.3- -
AutoCAD SHX Text
55.7 - XXX 6.0 - 7.7 - A 7.7 - N 4.9 - D 6.0 - 56.0 - XXX
AutoCAD SHX Text
31.0- - 7.2- D - D 5.7- E - E 4.9- L - L 6.8- A - A 5.3- Y - Y 5.7- - 6.3- P - P 7.5- O - O 6.0- S - S 6.7- S - S 3.9- I - I 6.8- B - B 5.5- L - L 3.7- E - E 31.0- -
AutoCAD SHX Text
56.2 - XXX 6.0 - 7.2 - A 7.2 - N 4.8 - D 6.0 - 56.6 - XXX
AutoCAD SHX Text
33.5 - 6.8 - D 5.5 - E 4.4 - L 6.5 - A 5.1 - Y 5.5 - 6.0 - P 7.0 - O 5.5 - S 6.2 - S 3.5 - I 6.5 - B 4.9 - L 3.6 - E 33.5 -
AutoCAD SHX Text
38.3- - 8.8- T - T 10.1- U - U 9.1 - R 10.5 - N 9.1 - P 5.1 - I 9.2- K - K 5.5- E - E 38.3- -
AutoCAD SHX Text
18.6- - 9.4- C - C 11.1- O - O 9.7- N - N 8.3- S - S 8.8- T - T 9.2- R - R 9.7- U - U 9.0- C - C 8.8- T - T 4.8- I - I 11.0 - O - O 7.0- N - N 18.6 -
AutoCAD SHX Text
10.9- - 6.5- B - B 5.0- E - E 5.5- T - T 9.7- W - W 5.6- E - E 5.6- E - E 5.1- N - N 8.0- - 3.5- I - I 6.6- N - N 5.9- T - T 5.5- E - E 6.3- R - R 6.6- C - C 6.2- H - H 7.2- A - A 7.0- N - N 7.1- G - G 4.9- E - E 4.4- S - S 10.9 -
AutoCAD SHX Text
9.9- - 10.8 - C 12.9 - O 11.4- N - N 9.5- S - S 10.2- T - T 11.0- R - R 11.3- U - U 10.3 - C 10.1- T - T 5.6- I - I 12.9 - O 8.2- N - N 9.9- -
AutoCAD SHX Text
31.0- - 7.2- D - D 5.7- E - E 4.9- L - L 6.8- A - A 5.3- Y - Y 5.7- - 6.3- P - P 7.5- O - O 6.0- S - S 6.7- S - S 3.9- I - I 6.8- B - B 5.5- L - L 3.7- E - E 31.0- -
AutoCAD SHX Text
10.4- - 6.9- B - B 5.0- E - E 5.6- T - T 10.1- W - W 5.8- E - E 5.8- E - E 5.2- N - N 6.0- - 7.2- N - N 3.7- . - . 5.3- E - E 1.6- . - . 5.4- - 5.9- J - J 7.4- U - U 7.3- N - N 6.1 - C 6.1 - T 3.5- I - I 8.1 - O 5.2- N - N 10.4- -
AutoCAD SHX Text
15.8- - 7.7- A - A 7.7- N - N 4.9- D - D 6.3- - 3.9- I - I 6.9- N - N 6.0- T - T 5.8- E - E 6.6- R - R 6.9- C - C 6.6- H - H 7.7- A - A 7.4- N - N 7.5- G - G 3.7- E - E 5.3- - 27.3- 31- 31
AutoCAD SHX Text
11.4 - - 6.5- B - B 5.0- E - E 5.5- T - T 9.7- W - W 5.6- E - E 5.6- E - E 5.1 - N 8.0- - 7.1 - N 3.8- . - . 5.4- E - E 1.4 - . 5.4- - 5.4- J - J 6.9- U - U 7.0- N - N 5.9- C - C 5.9- T - T 3.2- I - I 7.7- O - O 5.1- N - N 11.4- -
AutoCAD SHX Text
18.4- - 7.1 - A 7.3- N - N 4.8- D - D 5.9- - 3.5- I - I 6.7- N - N 5.8- T - T 5.6- E - E 6.3- R - R 6.5- C - C 6.3- H - H 7.1 - A 7.1 - N 7.0- G - G 3.6- E - E 5.3- - 29.7- 31- 31
AutoCAD SHX Text
33.5- - 6.8- D - D 5.5- E - E 4.4- L - L 6.5- A - A 5.1- Y - Y 5.5- - 6.0- P - P 7.0- O - O 5.5- S - S 6.2- S - S 3.5- I - I 6.5- B - B 4.9- L - L 3.6- E - E 33.5- -
AutoCAD SHX Text
38.3- - 8.8- T - T 10.1- U - U 9.1- R - R 10.5- N - N 9.1 - P 5.1 - I 9.2- K - K 5.5- E - E 38.3- -
AutoCAD SHX Text
18.6- - 9.4- C - C 11.1 - O - O 9.7- N - N 8.3- S - S 8.8- T - T 9.2- R - R 9.7- U - U 9.0- C - C 8.8- T - T 4.8- I - I 11.0 - O - O 7.0- N - N 18.6- -
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
1.5" Border With 5.0" Radius Black on Orange
AutoCAD SHX Text
MPT-14
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-5-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-5-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
1.5" Border With 5.0" Radius Black on Orange
AutoCAD SHX Text
MPT-14A
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-6-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-6-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-2-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-2-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-2-W)
AutoCAD SHX Text
1.5" Border With 5.0" Radius Black on Orange
AutoCAD SHX Text
MPT-15
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-6-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-6-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-2-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-2-W)
AutoCAD SHX Text
8" LET. (CLEARVIEW HWY-2-W)
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
144.0
AutoCAD SHX Text
1.5" Border With 5.0" Radius Black on Orange
AutoCAD SHX Text
MPT-15A
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
MAINTENANCE AND PROTECTION OF TRAFFIC
SIGN FABRICATION
DECEMBER 2015PTS-960
4 5
PTS-960-4.dwg
5A
NO CALL BOXESNEXT _ _ MILES
NEXT _ _ MILESNO SHOULDER
NO SHOULDERNEXT ¼ MILE
NO SHOULDERAHEAD
CAUTIONNEW TRAFFIC
PATTERNSNEXT _ _ MILES
SHOULDERSO EDLC
DECEMBER 29, 2015
DECEMBER 29, 2015
AutoCAD SHX Text
8.7- - 7.4- N - N 5.8- O - O 6.0- - 6.2- C - C 7.7- A - A 5.4- L - L 3.4- L - L 6.1- - 6.5- B - B 7.4- O - O 7.0- X - X 5.2- E - E 4.5- S - S 8.7- -
AutoCAD SHX Text
10.8- - 7.7- N - N 5.0- E - E 6.3- X - X 4.2- T - T *7.0- - 9.9- _ _ - _ _ *7.0- - 8.2- M - M 3.9- I - I 5.5- L - L 5.2- E - E 4.5- S - S 10.8- -
AutoCAD SHX Text
10.8- - 7.7- N - N 5.0- E - E 6.3- X - X 4.2- T - T *7.0- - 9.9- ____ - ____ *7.0- - 8.2- M - M 3.9- I - I 5.5- L - L 5.2- E - E 4.5- S - S 10.8- -
AutoCAD SHX Text
12.4- - 7.4- N - N 5.8- O - O 5.7- - 6.7- S - S 6.9- H - H 8.2- O - O 7.3- U - U 5.5- L - L 7.2- D - D 5.8- E - E 4.7- R - R 12.4 -
AutoCAD SHX Text
12.4 - 7.4- N - N 5.8- O - O 5.7- - 6.7- S - S 6.9- H - H 8.2- O - O 7.3- U - U 5.5- L - L 7.2- D - D 5.8- E - E 4.7- R - R 12.4 -
AutoCAD SHX Text
11.8 - - 7.7- N - N 5.0- E - E 6.2- X - X 4.2- T - T 8.6- - 10.1 - - 9.4- - 8.2- M - M 3.9- I - I 5.4- L - L 3.7- E - E 11.8 - -
AutoCAD SHX Text
12.4 - 7.4- N - N 5.8- O - O 5.7- - 6.7- S - S 6.9- H - H 8.2- O - O 7.3- U - U 5.5- L - L 7.2- D - D 5.8- E - E 4.7- R - R 12.4 -
AutoCAD SHX Text
31.6 - 7.7- A - A 7.3- H - H 5.2- E - E 7.7- A - A 4.9- D - D 31.6 -
AutoCAD SHX Text
32.8 - 4.4 - C 5.4 - A 4.6 - U 4.2 - T 2.5 - I 5.7 - O 3.6 - N 32.8 -
AutoCAD SHX Text
24.9 - 5.4 - N 3.7 - E 5.6 - W 3.7 - 4.2 - T 4.4 - R 5.4 - A 3.9 - F 3.9 - F 2.5 - I 3.5 - C 24.9 -
AutoCAD SHX Text
31.0 - 4.2 - P 4.9 - A 3.6 - T 4.3 - T 4.0 - E 4.9 - R 4.9 - N 3.2 - S 31.0 -
AutoCAD SHX Text
22.0- - 5.4- N - N 3.5- E - E 4.3- X - X 3.0- T - T *3.5- - 9.2- _ _ - _ _ *4.0- - 5.8- M - M 2.7- I - I 3.8- L - L 3.7- E - E 3.1 - S 22.0- -
AutoCAD SHX Text
* INDICATES MINIMUM SPACING
AutoCAD SHX Text
* INDICATES MINIMUM SPACING
AutoCAD SHX Text
5.0" Border With 1.5" Radius Black on Orange
AutoCAD SHX Text
MPT-21
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
96.0
AutoCAD SHX Text
96.0
AutoCAD SHX Text
5.0" Border With 1.5" Radius Black on Orange
AutoCAD SHX Text
MPT-31
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
* INDICATES MINIMUM SPACING
AutoCAD SHX Text
96.0
AutoCAD SHX Text
96.0
AutoCAD SHX Text
5.0" Border With 1.5" Radius Black on Orange
AutoCAD SHX Text
MPT-31
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
96.0
AutoCAD SHX Text
96.0
AutoCAD SHX Text
14
AutoCAD SHX Text
5.0" Border With 1.5" Radius Black on Orange
AutoCAD SHX Text
MPT-32
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
10" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
96.0
AutoCAD SHX Text
96.0
AutoCAD SHX Text
5.0" Border With 1.5" Radius Black on Orange
AutoCAD SHX Text
MPT-33
AutoCAD SHX Text
7" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
7" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
7" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
7" LET. (CLEARVIEW HWY-1-W)
AutoCAD SHX Text
96.0
AutoCAD SHX Text
96.0
AutoCAD SHX Text
96.0
AutoCAD SHX Text
96.0
AutoCAD SHX Text
3.8 - 4.6- S - S 5.4- H - H 5.9- O - O 5.5- U - U 4.1- L - L 5.4- D - D 4.3- E - E 5.2- R - R 3.8 -
AutoCAD SHX Text
9.4 - 4.9- C - C 4.1- L - L 5.9- O - O 4.6- S - S 4.3- E - E 5.4- D - D 9.4 -
SHOULDER CROSSHATCHING FOR EXTRA WIDE SHOULDERS (>18')
AutoCAD SHX Text
NOTES:
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1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
ACCELERATION RAMP
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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
DECELERATION RAMP
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8" SOLID WHITE
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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
8" SOLID WHITE
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6" SOLID YELLOW
AutoCAD SHX Text
EDGE OF PAVED
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EDGE OF PAVED
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TO PHYSICAL GORE
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8" SOLID WHITE
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6" SOLID WHITE
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PAINT GORE SOLID WHITE UNTIL WIDTH REACHES 4'
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45°
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8" SOLID WHITE
AutoCAD SHX Text
8" SOLID WHITE
AutoCAD SHX Text
GORE STRIPING DETAILS
AutoCAD SHX Text
6" SOLID WHITE
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6" SOLID WHITE
AutoCAD SHX Text
24" (TYP.)
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45°
AutoCAD SHX Text
45°
AutoCAD SHX Text
BROKEN LANE LINE
AutoCAD SHX Text
BROKEN LANE LINE
AutoCAD SHX Text
3'
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BROKEN LANE LINE
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AUXILIARY
AutoCAD SHX Text
LANE LINE
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SHOULDER
AutoCAD SHX Text
SHOULDER
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6" WIDTH
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8" 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
AutoCAD SHX Text
4"
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41 3/4"
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INSTALLATION OF RECESSED REFLECTIVE PAVEMENT MARKERS
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TRAFFIC
AutoCAD SHX Text
TRAFFIC
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RETRO-REFLECTOR
AutoCAD SHX Text
RETRO-REFLECTOR
AutoCAD SHX Text
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.
AutoCAD SHX Text
2.
AutoCAD SHX Text
RETRO-REFLECTOR (COMMISSION APPROVED) IS 2 1/4" WIDE.
AutoCAD SHX Text
KEEP RETRO-REFLECTOR AT THE FAR RIGHT OF THE 12" AREA.
AutoCAD SHX Text
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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15'
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15'
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12'
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24" (TYP.)
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100' MIN.
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2 SPA. AT 32'
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SPA. AT 16'
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2 SPA. AT 32'
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100' MIN.
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25'
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96'
AutoCAD SHX Text
96'
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3'
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*
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*
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AUXILIARY LANE LINE
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AUXILIARY LANE LINE
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SPA. AT 16'
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50'
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4'
RECOMMENDED:
APPROVED:
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PRIVATE ROADWAY AND
NO TRESPASSING SIGN LOCATION
INSTALLATION DETAILS
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PRIVATE PROPERTY
NO TRESPASSING
VIOLATORS SUBJECT
TO PENALTIES
PROVIDED BY LAW
PENNSYLVANIA TURNPIKE COMMISSION
PRIVATE
ROADWAY
PRIVATE PROPERTY
NO TRESPASSING
VIOLATORS SUBJECT
TO PENALTIES
PROVIDED BY LAW
PENNSYLVANIA TURNPIKE COMMISSION
PRIVATE PROPERTY
NO TRESPASSING
VIOLATORS SUBJECT
TO PENALTIES
PROVIDED BY LAW
PENNSYLVANIA TURNPIKE COMMISSION
PRIVATE PROPERTY
NO TRESPASSING
VIOLATORS SUBJECT
TO PENALTIES
PROVIDED BY LAW
PENNSYLVANIA TURNPIKE COMMISSION
PRIVATE
ROADWAY
PRIVATE
ROADWAY
PRIVATE
ROADWAY
PRIVATE
ROADWAY
PRIVATE
ROADWAY
PRIVATE
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PRIVATE
ROADWAY
DECEMBER 29, 2015
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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 E
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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-LAW1 24"X24" TYPE F
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PTC-PR 60"X30" TYPE E
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SIGNS WITH ACCESS GATE AT ENTRANCE TO LOCAL ROAD
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PTC-PR 60"X30" TYPE E
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PTC-LAW1 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 E
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LOCAL/STATE ROAD
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PTC-PR 60"X30" TYPE E
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PTC-LAW1 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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PRIVATE ROAD
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PTC-PR 60"X30" TYPE E
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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 E
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PTC-LAW1 24"X24" TYPE F
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PTC-PR 60"X30" TYPE E
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ACCESS RAMP SURVEY & CONSTR B
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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
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SIGN SUPPORT DETAILS
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DECEMBER 29, 2015
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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
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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
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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.
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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
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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
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ALUMINUM SIGN
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ALUMINUM SIGN
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L
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SEE NOTE 4
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DECEMBER 29, 2015
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ELEVATION
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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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NOTES FOR THRU-GIRDER SIGN SUPPORT: 1.PROVIDE ASTM A36 STEEL GALVANIZED BRACKETS AS PROVIDE ASTM A36 STEEL GALVANIZED BRACKETS AS SHOWN TO MATCH HEIGHT OF SIGN. 2.USE 3/4" DIAMETER ASTM A325 HIGH STRENGTH GALVANIZED USE 3/4" DIAMETER ASTM A325 HIGH STRENGTH GALVANIZED BOLT WITH CONNECTIONS IN ACCORDANCE WITH PENNDOT BOLT WITH CONNECTIONS IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 1105. BOLT LENGTHS VARY PUBLICATION 408, SECTION 1105. BOLT LENGTHS VARY DEPENDING ON THE THICKNESS OF THE EXISTING GIRDER WEB. DEPENDING ON THE THICKNESS OF THE EXISTING GIRDER WEB. 3.PREPARE ALL BOLT HOLES, BOTH SHOP AND FIELD DRILLED PREPARE ALL BOLT HOLES, BOTH SHOP AND FIELD DRILLED OR PUNCHED HOLES IN ACCORDANCE WITH PENNDOT OR PUNCHED HOLES IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 1105.03(C) & (D). PUBLICATION 408, SECTION 1105.03(C) & (D). 4.PAINT ALL STEEL EXPOSED DURING FIELD DRILLING OR PAINT ALL STEEL EXPOSED DURING FIELD DRILLING OR PUNCHING OF HOLES IN ACCORDANCE WITH PENNDOT PUNCHING OF HOLES IN ACCORDANCE WITH PENNDOT PUBLICATION 1071. PUBLICATION 1071. 5.PROVIDE SIGN STIFFENERS AS REQUIRED IN ACCORDANCE PROVIDE SIGN STIFFENERS AS REQUIRED IN ACCORDANCE WITH PENNDOT PUBLICATION 111, TC-8701S. WITH PENNDOT PUBLICATION 111, TC-8701S. 6.PROVIDE A MINIMUM OF TWO (2) W6 BRACKET (VERTICAL) PROVIDE A MINIMUM OF TWO (2) W6 BRACKET (VERTICAL) SUPPORTS AT SPACING (OR SPACINGS) AND OVERHANGS IN SUPPORTS AT SPACING (OR SPACINGS) AND OVERHANGS IN ACCORDANCE WITH PENNDOT PUBLICATION 111, TC-8701S, GENERAL NOTE NO. 3. 7.USE POST CLIPS (SF-VHB) TO MOUNT SIGN TO BRACKETS IN USE POST CLIPS (SF-VHB) TO MOUNT SIGN TO BRACKETS IN ACCORDANCE WITH PENNDOT PUBLICATION 111, TC-8701S. ACCORDANCE WITH PENNDOT PUBLICATION 111, TC-8701S. 8.MOUNT SIGN LEVEL WITH GROUND LINE. MOUNT SIGN LEVEL WITH GROUND LINE. 9.VERIFY ENTERING AND TIGHTENING CLEARANCES OF ALL VERIFY ENTERING AND TIGHTENING CLEARANCES OF ALL CONNECTIONS PRIOR TO INSTALLATION. CONNECTIONS PRIOR TO INSTALLATION.
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H/2
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H
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H/2
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1"
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(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
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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.)
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WEB OF EXISTING THRU-GIRDER
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DECEMBER 29, 2015
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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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SIGN SUPPORT DETAIL
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2'-10"
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A
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A
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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 NOTES OTHERWISE. 3.PROVIDE BOLT HOLES 1/16" LARGER THEN BOLT DIAMETER. PROVIDE BOLT HOLES 1/16" LARGER THEN 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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DECEMBER 29, 2015
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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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A
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A
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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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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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(CONTRACTOR TO VERIFY PANEL CLEARANCES)
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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 POST WEB
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C 5" PIPE
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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" 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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SIGN SUPPORT DETAIL
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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 NOTES OTHERWISE. 3.PROVIDE BOLT HOLES 1/16" LARGER THEN BOLT DIAMETER. PROVIDE BOLT HOLES 1/16" LARGER THEN 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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MAINTENANCE AND PROTECTION OF TRAFFIC
NOISE BARRIER PANEL
SIGN SUPPORT DETAILS
DECEMBER 2015PTS-980
7 18
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DECEMBER 29, 2015
DECEMBER 29, 2015
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3'-0"
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NOISE BARRIER PANEL MOUNTED SIGNS
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3'-0"
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2'-4"
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ALUMINUM SIGN
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1'-6"
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2"
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NOISE BARRIER PANEL
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1'-0"
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3" TYP
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1'-3"
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1'-3"
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4" TYP
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1" TYP
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EXTRUDED ALUMINUM STIFFENER (TYP.)
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C4X5.4 ASTM A276 CONDITION S STAINLESS STEEL CHANNEL (TYP.)
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.
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STANDARD DRAWING
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SHEET
CONSTRUCTION AND MAINTENANCE
INSTALLATION OF MILE MARKER SIGNS
ON
SOUND BARRIERS, RETAINING WALLS OR
ROCK FALL FENCE
DECEMBER 2015PTS-980
8 18
PTS-980-8.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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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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SOUND 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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SOUND 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 SOUND BARRIERS OR INSTALL SIGN SUPPORTS INTO CONCRETE PANELS OF SOUND 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 SOUND 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 11 OF 18. FOR GALVANIZED BENT PLATE DETAIL, SEE SHEET 11 OF 18. 6.FOR RETAINING WALL HEIGHT < 11.00 FT SEE SHEET 9 OF 18. FOR RETAINING WALL HEIGHT < 11.00 FT SEE SHEET 9 OF 18. 7.ADJUST DIMENSIONS AS REQUIRED FOR FIELD CONDITIONS. ADJUST DIMENSIONS AS REQUIRED FOR FIELD CONDITIONS. 8.FOR BASE PLATE DETAILS, SEE SHEET 9 OF 18. FOR BASE PLATE DETAILS, SEE SHEET 9 OF 18. 9.FOR BASE PLATE MOUNTING TO SINGLE FACE CONCRETE BARRIER, SEE FOR BASE PLATE MOUNTING TO SINGLE FACE CONCRETE BARRIER, SEE SHEET 9 OF 18. 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
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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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CONSTRUCTION AND MAINTENANCE
INSTALLATION OF MILE MARKER SIGNS
ON
SOUND BARRIERS, RETAINING WALLS OR
ROCK FALL FENCE
DECEMBER 2015PTS-980
9 18
PTS-980-8.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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VIEW C-C
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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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1/2" DIA X 6 1/2" THREADED STAINLESS STEEL ROD WITH WASHER AND LOCKNUT
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GALVANIZED STEEL SQUARE POST
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1/2" GALVANIZED BENT (TYP) (TYP) (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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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 11 OF 18. FOR BENT PLATE DETAILS, SEE SHEET 11 OF 18. 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 8 OF 18.FOR ADDITIONAL NOTES, SEE SHEET 8 OF 18.
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(TYP)
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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)
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
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3" x 3" x 3/16" STAINLESS STEEL TUBE
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1/2" x 6" x 1'-0" STAINLESS STEEL BASE PLATE
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RETAINING WALL
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VIEW B-B
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3/8" DIA X 4" STAINLESS STEEL BOLT WITH WASHERS AND LOCKNUT
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GALVANIZED STEEL SQUARE POST
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GALVANIZED STEEL SQUARE POST
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NOTE 2
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SEE
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GALVANIZED STEEL SQUARE POST
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3" x 3" x 3/16" STAINLESS STEEL TUBE
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1/2" x 6" x 1'-0" STAINLESS STEEL BASE PLATE
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MIN
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NOTE 2
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SEE
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1/2" STAINLESS STEEL BASE PLATE
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GALVANIZED STEEL SQUARE POST
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3" x 3" x 3/16" STAINLESS STEEL TUBE
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SEE NOTE 2
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SEE NOTE 2
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TOP OF WALL
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3" x 3" x 3/16" STAINLESS STEEL TUBE
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1/2" x 6" x 1'-0" STAINLESS STEEL BASE PLATE
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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
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PROVIDE ADDITIONAL WASHERS AS REQUIRED
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D
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D
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MILE MARKER SIGN
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ELEVATION VIEW RETAINING WALLS (HEIGHT = 7.00 FT)
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VIEW D-D
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TOP OF WALL
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MILE MARKER SIGN
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PAVEMENT
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SINGLE FACE CONCRETE BARRIER
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RETAINING WALL
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
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STANDARD DRAWING
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SHEET
CONSTRUCTION AND MAINTENANCE
INSTALLATION OF MILE MARKER SIGNS
IN
TUNNELS
DECEMBER 2015PTS-980
10 18
PTS-980-10.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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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 ACCORDING WITH MANUFACTURER'S RECOMMENDATIONS.
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*
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*
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*
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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
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CONSTRUCTION AND MAINTENANCE
INSTALLATION OF MILE MARKER SIGNS
FOR
BRIDGE BARRIERS AND
SHOULDER APPLICATIONS
DECEMBER 2015PTS-980
11 18
PTS-980-11.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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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 SHEET 8 OF 17)
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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 SHEET 8 OF 17)
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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 SHEET 8 OF 17)
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ELEVATION VIEW TYPICAL CONCRETE BARRIER
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ELEVATION VIEW ALTERNATE CONCRETE BARRIER
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NOTES: : 1.DO NOT INSTALL SIGNS LARGER OR AT AN ELEVATION DO NOT INSTALL SIGNS LARGER OR AT AN ELEVATION HIGHER THAN INDICATED. 2.DO NOT MOUNT SIGN DIRECTLY ABOVE ROADWAY LANE, 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 USE PACHOMETER OR OTHER APPROVED DETECTOR TO AVOID DRILLING THROUGH REBAR IN EXISTING 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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SHOULDER
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ROADWAY
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GROUND LINE
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GALVANIZED STEEL SQUARE POST
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LOCATION INSTALLATION DETAILS
DECEMBER 2015PTS-980
12 18
PTS-980-12.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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MOUNTING HEIGHT NOTES:
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1) 18" FROM TOP OF GUIDE RAIL TO BOTTOM OF THE SIGN
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2) 13" FROM TOP OF 34" CONCRETE BARRIER TO BOTTOM OF THE SIGN
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3) 10" FROM TOP OF 48" CONCRETE BARRIER TO BOTTOM OF THE SIGN
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4) 6" FROM TOP OF 52" CONCRETE BARRIER TO BOTTOM OF THE SIGN
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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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SEE MOUNTING HEIGHT NOTES
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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 MOUNTING HEIGHT 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)
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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1
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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
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2
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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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(MAX.)
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(APPROX.)
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R8-3/R7-301
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R8-3/R7-301
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PTC-ESB
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PTC-ESA
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1,500'
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150'
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150' MAXIMUM
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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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*
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NOTES
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*
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*
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*
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*
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R8-3/R7-301
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*
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*
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30°-45°TYP.
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*
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*
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D12-14A
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1
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1
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CELLULAR
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EMERGENCY
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*11
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36"X30"
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D12-14A
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D12-14A
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEETNO PARKING AREA
DECEMBER 2015PTS-980
15 18
PTS-980-15.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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NO PARKING AREA
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TYPICAL LAYOUT
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R8-3
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1
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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
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2
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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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R8-3/R7-301
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R8-3/R7-301
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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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*
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NOTES
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R8-3/R7-301
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*
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*
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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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*
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*
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CELLULAR
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EMERGENCY
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*11
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36"X30"
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D12-14A
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D12-14A
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1
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1
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D12-14A
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEETPERMANENT TRAFFIC LINE MARKINGS
DECEMBER 2015PTS-980
16 18
PTS-980-16.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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CONSTRUCTION JOINT
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TRAFFIC
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TRAFFIC
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LEFT EDGE
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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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PERMANENT TRAFFIC LINE MARKINGS
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CONSTRUCTION JOINT
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TRAFFIC
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TRAFFIC
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LEFT EDGE
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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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CONSTRUCTION JOINT
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TRAFFIC
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6" WHITE LINE
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LEFT EDGE
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2 LANES
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3 LANES
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CONSTRUCTION JOINT
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TRAFFIC
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TRAFFIC
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LEFT EDGE
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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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2 LANES - NORTHEAST EXTENSION
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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SONIC NAP ALERT PATTERN (SNAP)
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(SNAP)
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(SNAP)
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NOTES: 1. REFER TO PTS-192 FOR PLACEMENT AND DETAILS OF SONIC NAP ALERT PATTERN (SNAP).
RECOMMENDED:
APPROVED:
ASSISTANT CHIEF ENGINEER - DESIGN
CHIEF ENGINEER
TURN
PIKE
PENNA
DATE:
OF
PENNSYLVANIA TURNPIKE COMMISSION
STANDARD DRAWING
DRAWING TYPE:
FILE NAME:
SHEETTEMPORARY TRAFFIC LINE PAINTING
DECEMBER 2015PTS-980
17 18
PTS-980-17.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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4" WHITE LINE
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4" WHITE LINE
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4" YELLOW LINE
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LEFT EDGE
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TRAFFIC
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TRAFFIC
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CONSTRUCTION JOINT
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TEMPORARY TRAFFIC LINE PAINTING
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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).
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4" WHITE LINE
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4" WHITE LINE
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4" YELLOW LINE
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LEFT EDGE
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TRAFFIC
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TRAFFIC
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CONSTRUCTION JOINT
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4" WHITE LINE
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LEFT EDGE
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TRAFFIC
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CONSTRUCTION JOINT
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PLACEMENT OF 4" SURFACE APPLIED TEMPORARY PAINT MARKING FOR USE WITH 6" PERMANENT SPECIAL MARKING IN GROOVES
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FOR RIGHT EDGE LINE USE 4" OFFSET OF 6" PERMANENT SPECIAL MARKING AS MEASURED FROM THE RIGHT EDGE OF PAVEMENT.
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NOTE -
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CONSTRUCTION JOINT
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EDGE OF PAVEMENT/
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4" TEMP. PAINT MARKING
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6" PERMANENT SPECIAL MARKING
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2 LANES
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3 LANES
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PLACEMENT OF 4" SURFACE APPLIED TEMPORARY PAINT MARKING FOR USE WITH 6" SURFACE APPLIED PERMANENT TRAFFIC LINE MARKINGS
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FOR RIGHT EDGE LINE USE 4" OFFSET OF 6" SURFACE APPLIED PERMANENT MARKING AS MEASURED FROM THE RIGHT EDGE OF PAVEMENT.
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NOTE -
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CONSTRUCTION JOINT
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EDGE OF PAVEMENT/
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4" TEMP. PAINT MARKING
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6" SURFACE APPLIED PERMANENT MARKING
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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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LEFT EDGE
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4" YELLOW LINE
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4" WHITE LINE
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4" WHITE LINE
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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SONIC NAP ALERT PATTERN (SNAP)
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(SNAP)
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(SNAP)
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1. 2.
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
MISCELLANEOUS DETAILS
DECEMBER 2015PTS-980
18 18
PTS-980-18.dwg
5A
DECEMBER 29, 2015
DECEMBER 29, 2015
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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.
AutoCAD SHX Text
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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ROAD
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WORK
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2 MILES
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TYPE B
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TYPICAL PAVED SHOULDER/ROADWAY
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TYPICAL MEDIAN
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36" x 48"
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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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TYPE III BARRICADE
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TYPICAL 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.DO NOT USE METAL OR WOOD SIGNS IN MEDIAN. DO NOT USE METAL OR WOOD SIGNS IN MEDIAN. 3.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. 4.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. 5.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. 6.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. 7.USE PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL FOR USE PENNDOT APPROVED TYPE XI REFLECTORIZED MATERIAL FOR BARRICADE RAILS.
