PENNA 100 Series Book.pdf · recommended: approved: assistant chief engineer - design chief...

46
TURN PIKE PENNA OCTOBER 2011 EDITION

Transcript of PENNA 100 Series Book.pdf · recommended: approved: assistant chief engineer - design chief...

TURN

PIKE

PENNA

OCTOBER 2011 EDITION

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%%uPENNSYLVANIA TURNPIKE COMMISSION%%u
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%%uINDEX OF STANDARDS FOR ROADWAY CONSTRUCTION%%u
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STANDARD DRAWING
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NUMBER
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%%uEARTHWORK%%u
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PTS-100 (2 Sheets)
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DATE
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DRAWING
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JANUARY 2015
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%%uDESCRIPTION%%u
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WIDENED EMBANKMENT DETAILS
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%%uDRAINAGE%%u
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PTS-120
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PTS-121 (2 Sheets)
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PTS-122
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PTS-123
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PTS-124 (4 Sheets)
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OCTOBER 2011
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OCTOBER 2011
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OCTOBER 2011
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OCTOBER 2011
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DECEMBER 2017
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TYPE RS INLETS AND GRATE
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MEDIAN INLET CONSTRUCTION & REPLACEMENT
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CAPPING OF MEDIAN INLETS
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6" PAVEMENT BASE DRAIN AND MEDIAN BASE DRAIN
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STANDARD DRAINAGE DETAILS
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ABUTMENT TRANSITION PIECES
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PTS-145 (2 Sheets)
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DECEMBER 2017
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PTS-142 (5 Sheets)
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PTS-141
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PTS-140 (3 Sheets)
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%%uCONCRETE BARRIER%%u
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PTS-130 (5 Sheets)
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SINGLE FACE CONCRETE BARRIER
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CONCRETE GLARE SCREEN & CONCRETE MEDIAN BARRIER - SPECIAL OVER MODIFIED TYPE M INLET
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CONCRETE MEDIAN BARRIER & CONCRETE GLARE SCREEN
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STRONG POST GUIDE RAIL INSTALLATION
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JANUARY 2015
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OCTOBER 2011
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DECEMBER 2017
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JUNE 2018
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%%uGUIDE RAIL%%u
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%%uFENCE%%u
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PTS-150 (2 Sheets)
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CANTILEVER SLIDING ACCESS GATE
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OCTOBER 2011
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%%uROADSIDE DEVELOPMENT%%u
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NUMBER
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STANDARD DRAWING
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%%uDESCRIPTION%%u
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OCTOBER 2011
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DRAWING
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DATE
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PTS-180 (2 SHEETS)
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PTS-181
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ROADSIDE DEVELOPMENT
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PARKING AREAS
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JANUARY 2015
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SNOWPLOWABLE RAISED PAVEMENT MARKERS (SRPM)
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%%uCUSTOMER SAFETY DEVICES%%u
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PTS-191
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JANUARY 2015
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JANUARY 2015
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PTS-192
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PTS-193
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JANUARY 2015
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OCTOBER 2011
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MEDIAN BARRIER SUPPORT FOR SIGNS
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SONIC NAP ALERT PATTERN (SNAP)
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CALL BOX FOUNDATIONS
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TEMPORARY GUIDE RAIL CONNECTIONS
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DECEMBER 2017
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PTS-135
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PTS-154
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ROCK FALL FENCE
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OCTOBER 2011
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%%uPAVEMENTS%%u
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PTS-110
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OCTOBER 2011
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SLAB STABILIZATION
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PTS-111
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OCTOBER 2011
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RECESSED BRIDGE APPROACH SLAB
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PIER TRANSITION PIECE
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JANUARY 2015
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PTS-147
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PTS-125
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OCTOBER 2011
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INLET PLACEMENT
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PTS-190 (2 SHEETS)
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JANUARY 2015
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PLACEMENT OF JOINT SEALING, PAVEMENT MARKINGS AND SNAP
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MONOPIPE CASSION TRANSITION PIECE
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JANUARY 2015
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PTS-148
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*
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*
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*
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CHANGE NO. 1, EFFECTIVE APRIL 2014
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PTS-112
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CHANGE NO. 2, EFFECTIVE JANUARY 2015
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*
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CHANGE NO. 3, EFFECTIVE DECEMBER 2017
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CHANGE NO. 4, EFFECTIVE JUNE 2018
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*
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*

RECOMMENDED:

APPROVED:

ASSISTANT CHIEF ENGINEER - DESIGN

CHIEF ENGINEER

TURN

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PENNA

DATE:

OF

PENNSYLVANIA TURNPIKE COMMISSION

STANDARD DRAWING

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FILE NAME:

SHEET

5A

PTS-100-1.dwg

2 1

PTS-100JANUARY 2015

WIDENED EMBANKMENT DETAILS

JANUARY 5, 2015

DECEMBER 31, 2014

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BONDING BENCHES
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BONDING BENCHES
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RANDOM
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EMBANKMENT
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4' MAX.
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1:1
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GROUND
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EXISTING
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3'
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9
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3'
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PROPOSED SUBBASE
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PROPOSED SUBBASE
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4' MAX.
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EXISTING
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GROUND
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1:1
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(FOR BENCHING WHICH INTERSECTS THE EXISTING
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SLOPE PRIOR TO REACHING THE TOE OF SLOPE)
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%%USTEEPENED ROCK EMBANKMENT (1.5H:1V TO < 2H:1V)
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0.5% MIN.
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1
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1
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2
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A
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1
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1
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GALLERY
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6
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DRAINAGE
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3' MIN.
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%%uSLIVER ROCK EMBANKMENT (1.5H:1V TO < 2H:1V)
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TYPE "B" ROCK
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EXISTING
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GROUND
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1.5H:1V TO < 2H:1V
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12
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3
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3' MIN.
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8' MIN.
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13
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TYPE "B" ROCK
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GUIDE RAIL
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EMBANKMENT
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PROPOSED SUBBASE
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RANDOM
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10
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TYPE "B" ROCK
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TOE BENCH
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A
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12
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3'
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4' MAX.
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GUIDE RAIL
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1:1
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9
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3'
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0.5% MIN.
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%%UWIDENED SOIL EMBANKMENT (2H:1V)
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3
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3' MIN.
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4
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1
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1
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9
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3'
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12
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3'
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8' MIN.
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GUIDE RAIL
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RANDOM EMBANKMENT
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(DRAINAGE BLANKET)
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TYPE "B" ROCK
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1% TYP.
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A
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2
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1
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1
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A
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3'
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DRAINAGE
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6
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GALLERY
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TYPE "B" ROCK
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2H:1V
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TOE BENCH
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5
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PROPOSED SUBBASE
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EMBANKMENT
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RANDOM
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PROPOSED SLOPE - 1.5H:1V TO < 2H:1V
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(MATCH EXISTING SLOPE AT LIMITS OF BENCHING)
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3
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8' MIN.
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10
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4' MAX.
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%%uSLIVER SOIL EMBANKMENT (2H:1V)
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3
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3' (MIN.)
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1:1
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GUIDE RAIL
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9
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3'
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3'
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GROUND
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EXISTING
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8' MIN.
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PROPOSED SLOPE - 2H:1V (MATCH EXISTING SLOPE AT LIMITS OF BENCHING)
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See Notes On Sheet 2 Of 2.
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ROCK ARMOR
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ROCK ARMOR
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13
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ROCK ARMOR
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13
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1% TYP.
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0.5% TYP.
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ROCK ARMOR
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13
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0.5% TYP.
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12
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14
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14
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14
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14
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14
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PROPOSED SHOULDER
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PROPOSED SHOULDER
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PROPOSED SHOULDER
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PROPOSED SHOULDER

RECOMMENDED:

APPROVED:

ASSISTANT CHIEF ENGINEER - DESIGN

CHIEF ENGINEER

TURN

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PENNA

DATE:

OF

PENNSYLVANIA TURNPIKE COMMISSION

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FILE NAME:

SHEET

5A

PTS-100-2.dwg

2 2

PTS-100JANUARY 2015

WIDENED EMBANKMENT DETAILS

JANUARY 5, 2015

DECEMBER 31, 2014

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12
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3' MIN.
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BONDING BENCHES
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PROPOSED SUBBASE
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EMBANKMENT
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RANDOM
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4' MAX.
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EXISTING
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GROUND
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1:1
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3'
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9
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%%uSLIVER ROCK EMBANKMENT (1H:1V TO < 1.5H:1V)
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(FOR BENCHING WHICH INTERSECTS THE EXISTING
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SLOPE PRIOR TO REACHING THE TOE OF SLOPE)
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* A DETAILED SLOPE STABILITY ANALYSIS IS REQUIRED.
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TYPE "A" OR "B"
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ROCK
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6
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%%USECTION A-A
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8' MIN.
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1:1
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1:1
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EXISTING GROUND
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DRAINAGE
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GALLERY
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%%USTEEPENED ROCK EMBANKMENT (1H:1V TO < 1.5H:1V)
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3'
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* A DETAILED SLOPE STABILITY ANALYSIS IS REQUIRED.
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0.5% MIN.
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1
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3
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1
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A
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2
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1
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1
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A
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TOE BENCH
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TYPE "A" ROCK
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TYPE "A" ROCK
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8' MIN.
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13
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GUIDE RAIL
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1H:1V TO < 1.5H:1V
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6
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PROPOSED SUBBASE
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RANDOM
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EMBANKMENT
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TYPE "A" OR "B"
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1.5:1
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%%UALTERNATE DRAINAGE GALLERY DETAIL
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1:1
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8' MIN.
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PROPOSED SLOPE
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ROCK
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2
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1:1
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6
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3'
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TYPE "A" ROCK
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3'
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4' MAX.
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3' MIN.
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12
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8' MIN.
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3
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1:1
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9
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3'
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EXISTING
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GROUND
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13
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GUIDE RAIL
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12' TYP.
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TOE BENCH
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PROPOSED SLOPE - 1H:1V TO < 1.5H:1V)
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(MATCH EXISTING SLOPE AT LIMITS OF BENCHING)
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ROCK ARMOR
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1% TYP.
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ROCK ARMOR
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.5% TYP.
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AND/OR AS DIRECTED BY THE COMMISSION'S GEOTECHNICAL REPRESENTATIVE.
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REPRESENTATIVE, WHERE CONSTRAINTS EXIST. CONSTRUCT BONDING
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ELIMINATED, WITH THE APPROVAL OF THE COMMISSION'S GEOTECHNICAL
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12. REMOVE AN ADDITIONAL 3 FEET OF EXISTING EMBANKMENT MATERIAL WHEN
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PERFORMING BONDING BENCH CONSTRUCTION. THIS REQUIREMENT MAY BE
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BENCHES CONCURRENTLY WITH THE PLACEMENT OF EMBANKMENT MATERIAL.
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GEOTECHNICAL REPRESENTATIVE AND ACCOMPANIED BY A DETAILED SLOPE
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RETAINING STRUCTURES, ETC.) MUST BE APPROVED BY THE COMMISSION'S
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THE COMMISSION'S GEOTECHNICAL REPRESENTATIVE.
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11. ALTERNATIVES TO "STEEPENED ROCK EMBANKMENTS" (GEOSYNTHETICS,
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5. ROCK MAY BE ELIMINATED FROM THE TOE BENCH WHEN THE HEIGHT OF
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FILL IS LESS THAN 10 FEET. SUBJECT TO APPROVAL BY THE COMMISSION'S
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7. THESE DETAILS HAVE BEEN PROVIDED AS A GUIDE FOR BENCHING
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6. LOCATE DRAINAGE GALLERIES AT LOW POINTS OR 300 FEET CENTER TO
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CENTER, WHERE RIGHT-OF-WAY IS AVAILABLE. DAYLIGHT ON EXISTING SLOPE
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WHENEVER POSSIBLE. USE ALTERNATE GALLERY DETAIL WHERE CONSTRAINTS
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9. PLACE THE TOP 3 FEET OF NEW EMBANKMENT IN LAYERS NOT EXCEEDING
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AN 8 INCH LIFT AT 100% COMPACTION ACCORDING TO SECTION 206.3 (B).
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DO NOT PLACE MATERIAL THAT WILL IMPEDE GUIDE RAIL INSTALLATION.
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10. A DETAILED SLOPE STABILITY ANALYSIS MAY BE REQUESTED BY
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8. WASTE ANY UNSUITABLE MATERIAL IN ACCORDANCE WITH SECTION 105.14.
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OPERATIONS AND MAY BE MODIFIED TO MEET EXISTING CONDITIONS.
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APPROVED BY THE COMMISSION'S GEOTECHNICAL REPRESENTATIVE.
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(PLACE TYPE "A" ROCK AS DESCRIBED IN SECTION 206 UNLESS OTHERWISE
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GEOTECHNICAL REPRESENTATIVE.
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3 FEET ABOVE TOE OF SLOPE, AS SHOWN ON THE CROSS SECTIONS
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GEOTECHNICAL REPRESENTATIVE AND AS SHOWN ON THE PLAN DRAWINGS
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3 FEET, OR TO COMPETENT SOIL AS DIRECTED BY THE COMMISSION'S
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1. SEE SECTION 206 FOR ROCK TYPE DEFINITIONS (TYPE A, TYPE B, ETC.).
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4. TYPE "A" ROCK DRAINAGE BLANKET WILL BE PLACED A MAXIMUM OF
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8 FEET THEN BONDING BENCHES SHOULD BE 3 FEET MAX. IN WIDTH.
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3. IF DISTANCE BETWEEN NEW AND EXISTING EMBANKMENT SLOPE EXCEEDS
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2. EXCAVATE TOE BENCH AND DRAINAGE GALLERY EITHER A MINIMUM OF
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AND CROSS SECTIONS. BACKFILL THE DRAINAGE GALLERIES WITH TYPE "B"
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STEEPENED ROCK EMBANKMENTS.
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%%uNOTES:%%U
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WITH PTS-124. EXTEND ROCK ARMOR TO THE TOP OF ROCK EMBANKMENT.
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13. PLACE ROCK ARMOR ON ALL FILL SLOPES 2:1 OR STEEPER IN ACCORDANCE
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EXIST (EX. LIMITED RIGHT-OF-WAY, ENVIRONMENTAL CONCERNS, ETC.).
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14. UNLESS OTHERWISE SHOWN ON THE CROSS-SECTIONS.
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14
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14
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14
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2
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2
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STABILITY ANALYSIS.
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15. WHEN WITHIN 100 FEET OF STRUCTURES SEE CONTRACT DOCUMENTS
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FOR PROPOSED WIDENED EMBANKMENT SLOPE TREATMENT.
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14
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14
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ROCK FOR 1.5H:1V TO < 2H:1V STEEPENED ROCK EMBANKMENTS AND 2H:1V
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WIDENED SOIL EMBANKMENTS AND TYPE "A" ROCK FOR 1H:1V TO < 1.5H:1V
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PROPOSED SHOULDER
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PROPOSED SHOULDER

RECOMMENDED:

APPROVED:

ASSISTANT CHIEF ENGINEER - DESIGN

CHIEF ENGINEER

TURN-

PIKE

PENNA

DATE:

OF

PENNSYLVANIA TURNPIKE COMMISSION

STANDARD DRAWING

DRAWING TYPE:

FILE NAME:

SHEET

SLAB STABILIZATION

OCTOBER 2011PTS-110

1 1

PTS-110.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

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HOLE PATTERN FOR PAVEMENT SLAB STABILIZATION
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USING ASPHALT
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N.T.S.
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DIRECTION OF
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TRAFFIC
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ADJACENT LANES BEING UNDERSEALED
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DEPTH
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PATCH
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BIT.
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FULL
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DEPTH
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PATCH
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BIT.
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FULL
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DEPTH
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ONE LANE BEING UNDERSEALED
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JOINT
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LONGITUDINAL
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RIGHT LANE
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LEFT LANE
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RIGHT
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LANE
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LONGITUDINAL
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CRACK OR JOINT
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JOINT
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PATCH
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BIT.
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LEFT
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JOINT
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OF TRAFFIC
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DIRECTION
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LANE
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LONGITUDINAL
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JOINT
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LONGITUDINAL
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LONGITUDINAL JOINT
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FULL
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%%uHOLE PATTERN FOR PAVEMENT SLAB STABILIZATION%%u
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%%uUSING HIGH DENSITY POLYURETHANE%%u
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N.T.S.
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LONGITUDINAL
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JOINT
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TRAFFIC
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LONGITUDINAL
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%%uADJACENT LANES BEING UNDERSEALED%%u
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LEFT LANE
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BIT.
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CRACK OR JOINT
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%%uONE LANE BEING UNDERSEALED%%u
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CRACK OR JOINT
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PATCH
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LONGITUDINAL JOINT
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CRACK OR JOINT
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DEPTH
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FULL
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LONGITUDINAL JOINT
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FULL
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DEPTH
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BIT.
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PATCH
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DEPTH
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PATCH
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BIT.
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FULL
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RIGHT LANE
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DIRECTION OF
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DIRECTION
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OF TRAFFIC
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RIGHT
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LANE
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JOINT
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LEFT
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LANE
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LONGITUDINAL
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JOINT
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CRACK OR JOINT
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3'-0"
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3'-0"
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3'-0"
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3'-0"
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LANE WIDTH
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LANE WIDTH
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LANE WIDTH
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3'-0"
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3'-0"
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3'-0"
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LANE WIDTH
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3'-0"
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3'-0"
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LANE WIDTH
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3'-0"
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3'-0"
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CRACK OR JOINT
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LANE WIDTH
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CRACK OR JOINT
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6'-0"
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LANE WIDTH
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6'-0"
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LANE WIDTH
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LANE WIDTH
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3'-0"
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LANE WIDTH
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3'-0"
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6'-0"
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6'-0"
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LANE WIDTH
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LANE WIDTH
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3'-0"
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3'-0"
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6'-0"
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6'-0"
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LANE WIDTH
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6'-0"
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LANE WIDTH
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6'-0"
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6'-0"
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6'-0"
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6'-0"
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CRACK OR JOINT
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3'-0"
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3'-0"
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3'-0"
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3'-0"

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OCTOBER 2011PTS-111

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OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
B'2-#5 @ 12" TOP B'1-#6 @ 12" BOT BAR LENGTHS CUT TO FIT, SEE NOTE 7.
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d, SEE NOTE 4.
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CLOSED CELL NEOPRENE SPONGE
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END OF SUPERSTRUCTURE
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A
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SKEW ANGLE
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A
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A
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.
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#5 @ 18"
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PAY LIMITS FOR RECESSED BRIDGE APPROACH SLAB
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SECTION A-A
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SEE DETAIL A FOR JOINT MATERIAL.
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3" SUPERPAVE ASPHALT BINDER COURSE
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BOND BREAKER
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*MEASURED NORMAL TO ABUTMENT.
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16"
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A3
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A1
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DETAIL A
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0 CLR
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A2
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9"*
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2" CLR*
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B2
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B1
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3" CLR
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3" CLR
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SEE DETAIL A.
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1"
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2" SUPERPAVE ASPHALT WEARING COURSE
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A3
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B1
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A1
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16"
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PLAN
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DETAIL A (ALTERNATE)
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TO APPLY ONLY WHEN INDICATED ON STRUCTURE DRAWINGS
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TOP OF ABUTMENT
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2-#6 BARS
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A3
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9"
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45^
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0 CLR
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A2
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16"
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2" CLR*
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A1
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BOND BREAKER
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2" SUPERPAVE ASPHALT WEARING COURSE
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PAY LIMIT FLEXIBLE PAVEMENT
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B2
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A2
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SUBBASE, NO. 2A
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END OF SUPERSTRUCTURE
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3" SUPERPAVE ASPHALT BINDER COURSE
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1"
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A3-#5 @ 12" TOP A2-#10 @ 18" ALTERNATE AT 9" WITH A1-#10 @ 18" BOT. (BAR LENGTHS CUT TO FIT) SEE NOTE 7.
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RECESSED BRIDGE APPROACH SLAB
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25'-0" MIN, EITHER SIDE
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48'-0" (TYP)
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3" CLR
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B2-#5 @ 12" TOP B1-#6 @ 12" BOT
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12"
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3" CLR
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EDGE OF SHOULDER OR MEDIAN (SEE NOTE 8)
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SEE NOTE 2.
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FLEXIBLE PAVEMENT
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L
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C
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A
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EDGE OF SHOULDER OR MEDIAN (SEE NOTE 8)
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3" CLR
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3" SUPERPAVE ASPHALT BINDER COURSE
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B2
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B1
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3" CLR
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3" CLR
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2" SUPERPAVE ASPHALT WEARING COURSE
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CONSTRUCT ALL CURBING WITHIN THE LIMITS OF THE RECESSED BRIDGE APPROACH SLAB AS BITUMINOUS CURB.
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PROVIDE REINFORCEMENT BARS, EPOXY COATED IN ACCORDANCE WITH SECTION 709.1 (c).
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WHEN CONSTRUCTION INVOLVES MORE THAN 2 LANES, CONNECT ADDITIONAL LANES REQUIRED TO STANDARD 2 LANE BRIDGE APPROACH SLAB USING TYPE L CONSTRUCTION JOINTS, AS SHOWN ON RC-20M, SHEET 2.
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CONSTRUCT THE BRIDGE APPROACH SLAB AFTER THE BRIDGE DECK IS CONSTRUCTED.
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CONSTRUCT IN ACCORDANCE WITH THIS STANDARD DRAWING OR AS INDICATED ON THE STRUCTURE DRAWINGS.
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7.
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6.
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5.
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4.
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3.
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2.
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1.
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NOTES
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PROVIDE 1- " MIN. NOMINAL 58" MIN. NOMINAL WIDTH NEOPRENE COMPRESSION SEAL FOR " MOVEMENT 34" MOVEMENT CLASSIFICATION, SEE NOTE 3.
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SEAL WITH PG 64-22
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SEAL WITH PG 64-22
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SEE NOTE 9.
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SEE NOTE 10.
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6" PAVEMENT BASE DRAIN SEE NOTE 11.
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RECESSED BRIDGE APPROACH SLAB SHALL EXTEND ACROSS THE RIGHT SHOULDER AND TO THE EDGE OF THE MEDIAN.
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8.
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DEPTH OF SUBBASE, NO. 2A UNDER THE RECESSED BRIDGE APPROACH SHOULD BE EQUAL TO THE SUBBASE DEPTH FOR THE MAINLINE PAVEMENT.
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9.
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DEPTH IS EQUAL TO THE TOTAL DEPTHS OF THE BITUMINOUS CONCRETE BASE COURSE, ASPHALT TREATED BASE COURSE AND SUBBASE, NO. 2A (20" MINIMUM).
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10.
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INSTALL 6" PAVEMENT BASE DRAIN TRANSVERSELY ACROSS THE LANES AND SHOULDER. INSTALL PAVEMENT BASE DRAIN AS PER RC-30M AND IN ACCORDANCE WITH SECTION 610. THIS WORK IS CONSIDERED INCIDENTAL TO THE RECESSED BRIDGE APPROACH SLAB.
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11.
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12' SHOULDER
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3 - 12' LANES
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13'
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13'
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3 - 12' LANES
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12' SHOULDER
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25'
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25'
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25'
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25'
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SURVEY & CONSTRUCTION B FOR PTC
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L
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SURVEY & CONSTRUCTION B FOR SIDE ROAD
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L
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RECESSED BRIDGE APPROACH SLAB
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INSTALL NEOPRENE COMPRESSION SEALS TO A UNIFORM DEPTH WITH TOP OF THE SEAL FROM " TO " 14" TO " 38" BELOW THE LEVEL OF THE PAVEMENT SURFACE. MAKE THE TOP EDGES OF THE CONTACT SURFACES ON BOTH SIDES OF THE SEAL AT THE SAME ELEVATION.
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DETERMINE "d" BY ADDING " TO THE MAXIMUM 34" TO THE MAXIMUM COMPRESSED HEIGHT OF THE NEOPRENE COMPRESSION SEAL. (SEE MANUFACTURER'S INFORMATION.)
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PAINT SURFACE WITH PG 64-22 ASPHALT

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JANUARY 2015PTS-112

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JANUARY 5, 2015

DECEMBER 31, 2014

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%%UTWO LANE ONE DIRECTION - MAINLINE SECTION
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NOTES:
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1. SEE CONTRACT DOCUMENTS FOR LIMITS OF SHOULDER SEE CONTRACT DOCUMENTS FOR LIMITS OF SHOULDER RESURFACING. 2' MINIMUM. 2. FOR MAINLINE RESURFACING CONTRACTS PLACE CONSTRUCTION FOR MAINLINE RESURFACING CONTRACTS PLACE CONSTRUCTION JOINT IN ASPHALT OVERLAY DIRECTLY ABOVE THE JOINT IN THE RCC PAVEMENT. 3. FOR TWO LANE - ONE DIRECTION NORTHEAST RESURFACING FOR TWO LANE - ONE DIRECTION NORTHEAST RESURFACING CONTRACTS PLACE CONSTRUCTION JOINT IN ASPHALT OVERLAY 1'-0" OFFSET INTO THE RIGHT LANE FROM THE JOINT IN THE RCC PAVEMENT. 4. SEE PTS-192 FOR SNAP. SEE PTS-192 FOR SNAP.
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%%UTHREE LANE ONE DIRECTION
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%%UTWO LANE ONE DIRECTION - NORTHEAST EXTENSION
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2' - SEE NOTE 1
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SNAP
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6" WHITE SKIP LINE
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SEE NOTE 2
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6" WHITE LINE
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4"-6" SEAL WITH RUBBERIZED JOINT SEALING MATERIAL (TYP)
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RIGHT EDGE OF PAVEMENT
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LEFT EDGE OF PAVEMENT
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6" YELLOW LINE
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WIDTH VARIES SEE CONTRACT DRAWINGS
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LEFT EDGE OF PAVEMENT
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6" YELLOW LINE
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WIDTH VARIES SEE CONTRACT DRAWINGS
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2' - SEE NOTE 1
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SNAP
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6" WHITE SKIP LINE
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RIGHT EDGE OF PAVEMENT
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6" WHITE SKIP LINE
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6" WHITE LINE
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4"-6" SEAL WITH RUBBERIZED JOINT SEALING MATERIAL (TYP)
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2' - SEE NOTE 1
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SNAP
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4"-6" SEAL WITH RUBBERIZED JOINT SEALING MATERIAL (TYP)
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LEFT EDGE OF PAVEMENT
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RIGHT EDGE OF PAVEMENT
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6" YELLOW LINE
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RCC PAVEMENT JOINT
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6" WHITE SKIP LINE
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ASPHALT JOINT
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6" WHITE LINE
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TYPE RS INLETS AND GRATE

OCTOBER 2011PTS-120

1 1

PTS-120.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
5/16" X 4-1/2" X 34-3/4"
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BEARING BAR (TYP.)
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1/4" x 2" x 48-1/4" STRINGER BARS
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(TYP.)
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(TYP.)
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1/4" MIN.
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1/4" MIN.
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(TYP.)
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2 7/16" C. TO C.
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BEARING & STRINGER BARS SPACING DETAILS
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STRUCTURAL STEEL GRATE FOR TYPE RS INLETS
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TYPICAL CORNER DETAILS
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SECTION A-A
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2 13/16"
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SEE TYPICAL CORNER
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DETAILS, THIS SHEET
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B
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A
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B
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A
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9 STRINGER BARS AT 3 1/2" C. TO C.
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1/4" x 2" x 48 1/4" BAR WITH 1"
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NOTCHES (TYP.)
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19 BEARING BARS AT 2 7/16" C. TO C.
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5/16" x 4 1/2" x 34 3/4" WITH
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1" NOTCHES (TYP.)
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2" (TYP.) SEE NOTE 3
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5/8"
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5/8"
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SECTION B-B
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3/8" MIN.
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3/8" MIN.
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3/8" MIN.
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3/8" MIN.
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(TYP.)
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(TYP.)
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(TYP.)
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1/4" MIN.
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4"
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3 1/2" C. TO C.
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4" (TYP.)
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4"
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SEE NOTES 1 & 2
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NOTES:
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USE ONLY A-36 STEEL FOR ALL RS INLET
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GRATES AND FRAMES. GALVANIZE AND WELD
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IN ACCORDANCE WITH SECTIONS 1105.02 (s)
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& (t).
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THE END BEARING BARS FOR
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RS-INLETS ARE TO BE FLUSH MOUNTED
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WITH TOP OF 5/16-INCH x 4 1/2-INCH
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BEARING AND 1/4-INCH x 2-INCH STRINGER
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1.
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2.
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2 13/16"
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5/8"
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49 1/2"
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5/8"
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34-3/4"
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36"
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49 1/2"
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4"
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36"
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4"
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3 1/4"
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5/8" TYP.
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2 1/8"
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SEE NOTE 4
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3.
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CONTRACTOR TO VERIFY DIMENSION
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IN FIELD PROIR TO MANUFACTURING,
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(TYP.)
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SEE NOTE 3
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8 3/4"
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1"
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VARIES
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VARIES
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1/4" MIN.
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(TYP.)
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SECTION
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SHOULDER RECONSTRUCTION DETAILS
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(EQUALLY SPACED)
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3 - 1 1/4" X 1/4" X 7" PLATE STEEL
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6"
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1"
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SHOULDER RECONSTRUCTION DETAILS
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SEE CONTRACT DRAWINGS FOR
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=49 1/2" X 2 1/2" X 3/8"
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4 1/2"
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GRID FLOORING
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DETAIL "A"
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SEE DETAIL "A"
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LEVEL
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1/2"
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6 3/4"
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1"
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12"
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11"
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SHOULDER SLOPE
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SEE CONTRACT DRAWINGS FOR
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PLAN
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3 1/4"
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3 1/4"
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5'-6 1/4"
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4'-2 1/4" STD.
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2'-6" STD.
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4'-5"
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%%u RS INLET HEIGHT ADJUSTMENT %%u
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PROPOSED
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SEE NOTE 3
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(OR LOWERING) RS INLETS ARE
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4.
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ALTERNATE METHODS OF RAISING
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SUBJECT TO THE APPROVAL OF THE
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REPRESENTATIVE.
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BARS.
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REMOVE CONCRETE TO SOUND
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MATERIAL AND REBUILD WITH
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CLASS A CEMENT CONCRETE
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TO ENSURE NEW GRATE WILL BE FLUSH WITH
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INLET TOP.

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OCTOBER 2011PTS-121

1 2

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OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
PROPOSED
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%%u CONSTRUCTION TYPE M INLET %%u
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%%u SECTION A-A %%u
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45 1/4"
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VARIES
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PROPOSED CONCRETE MEDIAN
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~
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~
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%%u REPLACEMENT OF EXISTING TYPE E INLET %%u
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8"
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1'-6"
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8"
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%%u ELEVATION %%u
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EXIST. R.C.C. PAV'T
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EXIST. BIT. MAT'L
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EXIST. BIT. MAT'L.
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1/2" DEPTH STONE SCREENINGS
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24"
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1/2" JT. MAT'L.
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Turnpike
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44 1/4"
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SLOPE VARIES
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2" MIN.
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5"
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%%u ELEVATION %%u
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PIPE
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NOTES:
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1. CONSTRUCT INLETS IN ACCORDANCE WITH RC-46M
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AND SECTION 605.
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SEE CONTRACT DRAWINGS FOR
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MEDIAN RECONSTRUCTION DETAILS
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MEDIAN RECONSTRUCTION DETAILS
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SEE CONTRACT DRAWINGS FOR
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8 1/4"
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PROPOSED CONCRETE
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MEDIAN BARRIER OR
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EXIST. SUBBASE MAT'L.
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SEE NOTE 3
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EXIST. BIT. MAT'L., VAR. DEPTH
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REMOVE EXIST. INLET (SEE NOTE 2)
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AND BACKFILL WITH SUBBASE MATERIAL
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SEE NOTE 3
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SLOPE VARIES
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NEW TYPE M INLET
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NEW TYPE M INLET
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NEW TYPE M INLET
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SLOPE VARIES
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SEE NOTE 3
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EXIST. BIT. MAT'L., VAR. DEPTH
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SEE NOTE 3
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8 1/4"
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MEDIAN RECONSTRUCTION DETAILS
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SEE CONTRACT DRAWINGS FOR
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PIPE
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3"
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SLOPE VARIES
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Turnpike
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1/2" JT. MAT'L.
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24"
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1/2" DEPTH STONE SCREENINGS
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3"
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EXIST. BIT. MAT'L
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EXIST. R.C.C. PAV'T
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PROPOSED
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PIPE
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EXISTING
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SLOPE GRATE AND FRAME WITH
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PROPOSED MEDIAN GRADE AND CROSS SLOPE.
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A
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2'-0"
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15 3/4"
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PROPOSED
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PIPE
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2'-0"
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3"
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15 3/4"
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EXISTING 10'-0" MEDIAN
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GLARE SCREEN
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W/ FRAME AND GRATE
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IF EXISTING, EXTEND TO PROPOSED INLET.
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EXISTING OR PROPOSED PIPE.
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SECTIONS OF EXISTING PIPE MAY NEED
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TO BE REMOVED AND REPLACED TO MAKE
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PROPER CONNECTIONS.
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BARRIER OR GLARE
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SCREEN
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W/ FRAME AND GRATE
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PROPOSED OR
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2. SIZE AND CONFIGURATION OF EXISTING INLETS MAY VARY.
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3. SEE CONTRACT DRAWINGS AND/OR CROSS SECTIONS
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FOR PROPOSED SLOPE.
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W/ FRAME AND GRATE
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EXISTING 10'-0" MEDIAN
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GLARE SCREEN
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MEDIAN BARRIER OR
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PROPOSED CONCRETE
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44 1/4"
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A
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C
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C
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A
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A
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SEE NOTE 5
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SEE NOTE 5
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SEE NOTE 5
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4. FABRICATE INLET FRAME AND GRATE IN ACCORDANCE WITH
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RC-45M, AND AS SHOWN.
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5. VERIFY THAT EXISTING OR PROPOSED PIPE OUTSIDE
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DIAMETER FITS WITHIN THE CLEAR WALL OPENING AS
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INDICATED. SIZE INLET BOX FOR LARGER PIPE OUTSIDE
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DIAMETERS IN ACCORDANCE WITH RC-46M.
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6. PROVIDE INLET BOX WALL AND BOTTOM SLAB THICKNESS
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BASED UPON TYPE OF CONSTRUCTION (I.E. PRECAST OR
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CAST-IN-PLACE) AND DEPTH OF INLET IN ACCORDANCE
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WITH RC-46M.

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OCTOBER 2011PTS-121

2 2

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OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
NOTES:
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EXISTING INLETS MAY VARY.
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1. CONSTRUCT INLETS IN ACCORDANCE
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WITH RC-46M AND SECTION 605.
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3. FABRICATE INLET FRAME IN
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ACCORDANCE WITH RC-45M, AND AS SHOWN.
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EXIST. BIT. MAT'L., VARIABLE DEPTH
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EXIST. BIT. MAT'L
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EXIST. R.C.C. PAV'T
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8"
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1'-6"
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8"
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MEDIAN RECONSTRUCTION DETAILS
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SEE CONTRACT DRAWINGS FOR
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EXIST. SUBBASE
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EXISTING PIPES, SIZES
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2 1/2" TYP.
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24"
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2'-8"
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24"
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2'-1"
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1'-0 1/2"
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1'-0 1/2"
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2"
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6"
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SEE NOTE 4
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SEE NOTE 4
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2 1/2" TYP.
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7'-8"
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SEE NOTE 9
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2'-1"
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45 1/4'
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27"
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24'
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48 1/4"
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48 1/4"
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45 1/4'
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SEE NOTE 9
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24'
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27"
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2"
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2"
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SEE NOTE 9
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%%u TYPICAL DETAIL OF CONCRETE TOP UNIT FOR TYPE M DOUBLE INLET %%u
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%%u SECTION A-A %%u
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%%u PLAN %%u
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A
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A
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EXISTING 10'-0" MEDIAN
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46"
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46"
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6'-8"
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NEW TYPE M DOUBLE INLET
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SEE DETAILS, THIS SHEET
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REMOVE EXISTING INLET
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IF IT EXISTS
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MAY VARY
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1/2" JOINT MAT'L., TYP.
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PROPOSED CONCRETE MEDIAN
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3" TYP.
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2. SIZE AND CONFIGURATION OF
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%%u CONSTRUCTION OF TYPE M DOUBLE INLET %%u
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SEE NOTE 4
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SLOPE VARIES
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SEE NOTE 4
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SLOPE VARIES
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#4 @ 6"
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2" CLR.
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2" CLR.
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1"
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CLR.
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5 - #5
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#5
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#4
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#4
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#4 @ 6"
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1'-0"
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TYP.
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2'-0" TYP.
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40"
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40"
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SEE NOTE 2
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24"
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27"
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4 1/2"
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2"
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1 1/2"
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2 1/2"
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14"
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L
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C
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C
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L
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%%u SECTION B-B %%u
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45 1/4"
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VARIES
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BARRIER OR GLARE SCREEN
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~
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~
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MEDIAN RECONSTRUCTION DETAILS
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SEE CONTRACT DRAWINGS FOR
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NEW TYPE M DOUBLE INLET
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PIPE
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EXISTING
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SLOPE GRATE AND FRAME WITH
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PROPOSED MEDIAN GRADE AND CROSS SLOPE.
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PROPOSED
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PIPE
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B
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B
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SEE NOTE 5
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PROPOSED CONCRETE MEDIAN
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PROPOSED OR
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BARRIER OR GLARE SCREEN
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4. SEE CONTRACT DRAWINGS AND/OR
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ACCEPTABLE ALTERNATIVE UPON
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CROSS SECTIONS FOR PROPOSED SLOPE.
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5. 3 PIECE CONCRETE TOP UNITS ARE AN
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APPROVAL OF SHOP DRAWINGS.
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6"
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1 1/2"
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6"
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1 1/2"
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C
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L
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SEE NOTE 6
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OUTSIDE DIAMETER FITS WITHIN THE CLEAR WALL
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6. VERIFY THAT EXISTING OR PROPOSED PIPE
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OPENING AS INDICATED. SIZE INLET BOX FOR LARGER
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PIPE OUTSIDE DIAMETERS IN ACCORDANCE WITH
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RC-46M.
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7. MAX. PIPE SIZE SHALL BE 33" RCP OR 36" THERMOPLASTIC.
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SEE NOTE 7
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SEE NOTE 7
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MIN.
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6. VERIFY THAT EXISTING OR PROPOSED PIPE
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BASED UPON TYPE OF CONSTRUCTION (I.E. PRECAST OR
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8. PROVIDE INLET BOX WALL AND BOTTOM SLAB THICKNESS
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CAST-IN-PLACE) AND DEPTH OF INLET IN ACCORDANCE
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WITH RC-46M.
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TO MATCH OUT-TO-OUT DIMENSIONS OF INLET BOX.
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9. PROVIDE OUT-TO-OUT DIMENSIONS OF CONCRETE TOP UNIT
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INLET BOX REPLACEMENT AND PROVIDE 8" MINIMUM
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10. PROVIDE 12" THICK CONCRETE TOP UNIT FOR COMPLETE
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THICKNESS FOR REHABILITATION OF CONCRETE TOP UNIT
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ONLY.
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8" MIN. 12" MAX. SEE NOTE 10

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OCTOBER 2011PTS-122

1 1

PTS-122.dwg

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OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
INLET GRATE
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1/4" STEEL CAP FOR
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MEDIAN INLET
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EXIST. SUBBASE
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9/16" %%c
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DRILLED HOLE
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13.5"
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13.5"
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4"
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GRADE POINT
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GRADE POINT
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2"
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9" CLASS "A"
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CEMENT CONCRETE
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NO. 5 REINF. BARS
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6" C. TO C. BOTH WAYS
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GALV. COATED BRIDGE DECKING
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OR EQUAL FOR FORMING
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3"
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NOTE:
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ALL REINFORCEMENT BARS TO BE EPOXY COATED
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10'-0" MEDIAN
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PERMANENT CAPPING OF MEDIAN INLETS
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MEDIAN
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*
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WASHER
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1/4" STEEL PLATE
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1/2" x 4 1/2"
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HIGH STRENGTH
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HEX BOLT
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SELF-LOCKING NUT
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3" GRATE
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*
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DIRECTED BY THE REPRESENTATIVE TO DRAIN SURFACE WATER.
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IN 1/4" STEEL CAP, AT LOCATIONS DESIGNATED AND AS
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(4"%%P LONG), EQUALLY SPACED, INSTALLED OVER OPENINGS
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INSTALL A MINIMUM OF 3-4"%%C SCHEDULE 40 PVC PIPES
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TEMPORARY CAP - EXISTING OR NEW INLET
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10'-0" MEDIAN
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GRADE POINT
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GRADE POINT
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MAY BE PRECAST
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OR CAST-IN-PLACE
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1" STEEL PLATE
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ALTERNATE B
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ALTERNATE A
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1/4" STEEL CAP FOR MEDIAN INLET DETAIL
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(CONCRETE OR BRICK)
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REMOVE ANY DETERIORATED
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PORTIONS AND RECONSTRUCT
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TO REQUIRED ELEVATION OF
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CAP
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REMOVE INLET TO 1" BELOW GRADE
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OF MEDIAN RECONSTRUCTION
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EXIST. TYPE "E" INLET
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EXIST. TYPE "E" INLET
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CAP
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TO REQUIRED ELEVATION OF
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PORTIONS AND RECONSTRUCT
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REMOVE ANY DETERIORATED
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(CONCRETE OR BRICK)
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REMOVE INLET TO 9" BELOW GRADE
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OF MEDIAN RECONSTRUCTION
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SEE CONTRACT DRAWINGS FOR
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MEDIAN RECONSTRUCTION DETAILS
AutoCAD SHX Text
SEE CONTRACT DRAWINGS FOR
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MEDIAN RECONSTRUCTION DETAILS
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2'-8" FOR E-10 OR E-11 INLETS
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3'-1" FOR EC OR EC-1 INLETS
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1'-10" FOR E-10 OR E-11 INLETS,
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2'-5" FOR EC OR EC-1 INLETS
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SECTION A-A
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MEDIAN RECONSTRUCTION DETAILS
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SEE CONTRACT DRAWINGS FOR
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27"
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(TYPES E-10, E-11, EC OR EC-1)
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C
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C
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A
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A
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3" GRATE
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1/4" STEEL PLATE
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1/4" STEEL PLATE
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1/4" STEEL PLATE
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FIT THRU INLET GRATE.
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NOTE: DIMENSIONS TO BE VERIFIED IN THE FIELD TO
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(TYP)
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4'-1/4" FOR TYPE M, S & C INLETS
AutoCAD SHX Text
INLET GRATE
AutoCAD SHX Text
INLET GRATE

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6" PAVEMENT BASE DRAIN &

MEDIAN BASE DRAIN

OCTOBER 2011PTS-123

1 1

PTS-123.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
6"
AutoCAD SHX Text
TAMPED
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LOOSE
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TAMPED
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NO. 8
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2"
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3"
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4"
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3"
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BACKFILL WITH
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NO. 57 COARSE
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3'-0" MAX.
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PAVEMENT BASE DRAIN WITH SLOPE DRAINAGE
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30"
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2'-0" MIN.
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SHOULDER
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EXIST. SUBBASE MAT'L.
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EXIST. BIT. MAT'L.
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EXIST. BIT. MAT'L.
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EXIST. R.C.C. PAV'T.
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ROADWAY
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SHOULDER
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3"
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3"
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2"
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NO. 8 CRSE.
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AGGR.
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2 LAYERS TAMPED
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NO. 8 CRSE. AGGR.
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6"
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15"
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EXIST. GROUND
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PAVEMENT BASE DRAIN
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NOTES:
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SEE CONTRACT DRAWINGS
AutoCAD SHX Text
FOR ROADWAY
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15"
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AGGREGATE
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COARSE
AutoCAD SHX Text
RECONSTRUCTION DETAILS
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RECONSTRUCTION DETAILS
AutoCAD SHX Text
FOR SHOULDER
AutoCAD SHX Text
SEE CONTRACT DRAWINGS
AutoCAD SHX Text
FOR SHOULDER WORK
AutoCAD SHX Text
SEE CONTRACT DRAWINGS
AutoCAD SHX Text
LOOSE
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TAMPED
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SEE NOTE 1
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B
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C
AutoCAD SHX Text
A
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A
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C
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B
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%%U LIMITS OF MAINLINE PAVEMENT BASE DRAIN
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%%u AT SERVICE PLAZA AND INTERCHANGE RAMPS %%u
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%%u ENTRANCE RAMP %%u
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%%u EXIT RAMP %%u
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SEE NOTE 2
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SEE NOTE 2
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WILL REMOVE ANY EXISTING UNDERDRAIN.
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1. SEE CONTRACT DRAWINGS FOR PROPOSED DEPTH WHICH
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2. IF THE ROADWAY GRADE AND/OR SLOPES DO NOT PER-
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MIT THE PAVEMENT BASE DRAIN TO BE OUTLETTED AT
AutoCAD SHX Text
THE FOLLOWING LIMITS, THEN STOP/START THE PAVE-
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MENT BASE DRAIN AT THE NEAREST INLET OR AT A
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POINT WHERE IT MAY BE OUTLETTED ON THE SLOPE.
AutoCAD SHX Text
THE TRENCH WIDTH.
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THE POINT AT WHICH THE GORE AREA IS WIDER THAN
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c. START PAVEMENT BASE DRAIN AT POINT C WHICH IS
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BASE DRAIN AT THE SAME LIMIT AS THE RAMP WORK.
AutoCAD SHX Text
WORK STOPS PRIOR TO THIS POINT, STOP PAVEMENT
AutoCAD SHX Text
WHICH EXTENDS TO THIS POINT OR BEYOND. IF RAMP
AutoCAD SHX Text
ING OF PHYSICAL GORE) IF THERE IS RAMP WORK
AutoCAD SHX Text
b. STOP PAVEMENT BASE DRAIN AT POINT B (BEGINN-
AutoCAD SHX Text
IN THE PROJECT.
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OF RAMP) IF THERE IS NO RAMP WORK INVOLVED
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a. STOP PAVEMENT BASE DRAIN AT POINT A (LIMIT
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%%uMEDIAN BASE DRAIN%%u
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10'-0" MEDIAN
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EXIST.
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6"
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2"
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3"
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15"
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3"
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ROADWAY
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SUBBASE
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ROADWAY
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12"
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TAMPED
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LOOSE
AutoCAD SHX Text
TAMPED
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2 LAYERS
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EXIST. BIT. MAT'L.
AutoCAD SHX Text
EXIST. R.C.C. PAV'T.
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1 1/2"
AutoCAD SHX Text
SEE CONTRACT DRAWINGS FOR
AutoCAD SHX Text
MEDIAN RECONSTRUCTION DETAILS
AutoCAD SHX Text
PROPOSED ROADWAY REHABILITATION
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SEE CONTRACT DRAWINGS FOR
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DETAILS
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SEE NOTE 1
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NO. 8 COARSE AGGREGATE
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C
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L
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(REHABILITATION ONLY)
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(REHABILITATION ONLY)
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WITH SECTION 615.
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OUTLETS AS INDICATED ON RC-30M AND IN ACCORDANCE
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3. OUTLET PAVEMENT BASE DRAIN WITH SUBSURFACE DRAIN
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4. INSTALL PAVEMENT BASE DRAIN ON RAMPS AS PER THE CONTRACT DRAWINGS.
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6"
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TAMPED
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LOOSE
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TAMPED
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NO. 8
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2"
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3"
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4"
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3"
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BACKFILL WITH
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NO. 57 COARSE
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3'-0" MAX.
AutoCAD SHX Text
PAVEMENT BASE DRAIN WITH SLOPE DRAINAGE
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2'-0" MIN.
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EXIST. GROUND
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15"
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AGGREGATE
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COARSE AGGREGATE
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TYPE II
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AGGREGATE
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5. FOR PAVEMENT BASE DRAIN WITH SLOPE DRAINAGE, TYPE I
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AS THE SHOULDER WORK.
AutoCAD SHX Text
DRAIN WITH SLOPE DRAINAGE AT THE SAME TIME
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RECONSTRUCTED, THEN INSTALL THE PAVEMENT BASE
AutoCAD SHX Text
b. IF THE FULL WIDTH OF THE SHOULDER IS TO BE
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PAVEMENT WITH BITUMINOUS BINDER COURSE PRIOR TO
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AND PAVED, THEN INSTALL THE PAVEMENT BASE DRAIN
AutoCAD SHX Text
a. IF THE FULL WIDTH OF THE SHOULDER IS TO BE MILLED
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THE MILLING AND PAVING OPERATIONS.
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15" MIN.
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SEE
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NOTE 5
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TYPE I
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FOR SHOULDER WORK
AutoCAD SHX Text
SEE CONTRACT DRAWINGS
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
SEE CONTRACT DRAWINGS FOR PROPOSED SHOULDER WORK.
AutoCAD SHX Text
WITH SLOPE DRAINAGE AND REPLACE THE SHOULDER

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DECEMBER 2017PTS-124

1 4

PTS-124-1.dwg

5A

DECEMBER 29, 2017

DECEMBER 28, 2017

AutoCAD SHX Text
PIPE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
(SEE RC-31M FOR ENDWALL DETAILS)
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TYPE D-E ENDWALL
AutoCAD SHX Text
%%uSECTION E-E%%u
AutoCAD SHX Text
PLAN VIEW
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TYPE D-E ENDWALL
AutoCAD SHX Text
WWF 6x6-W1.4xW1.4
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FOOTER
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3"
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6"
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6"
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3"
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6"
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E
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E
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L
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C
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DETAIL THIS SHEET)
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PAVED APRON (SEE
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IF AN EXISTING DITCH
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IS LOCATED IN THIS AREA
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SEE NOTE 2.
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SEE NOTE 2.
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IS LOCATED IN THIS AREA
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IF AN EXISTING DITCH
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TYPE D-E & E-S ENDWALLS
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TYPE D ENDWALL
AutoCAD SHX Text
STONE SLOPE WALL
AutoCAD SHX Text
REMOVE EXIST. GROUT
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(IF IT EXISTS)
AutoCAD SHX Text
PROPOSED SLOPE PIPE
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(SEE PLANS FOR TYPE,
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SIZE & LOCATION)
AutoCAD SHX Text
SIZE & LOCATION)
AutoCAD SHX Text
(SEE PLANS FOR TYPE,
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PROPOSED SLOPE PIPE
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(IF IT EXISTS)
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REMOVE EXIST. GROUT
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ENDWALL (SEE RC-31M)
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PROPOSED TYPE D-E
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SEE NOTE 1
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20'-0"
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PLAN VIEW
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B
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B
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D
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D
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A
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A
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FOR PROPER FLOW.
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HEADWALL THEN TRANSITION STREAM BED PAVING TO ALLOW
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IF AN EXIST. DITCH IS LOCATED PERPENDICULAR TO THE
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*
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*
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*
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MATCH EXIST. FIELD CONDITIONS
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*
AutoCAD SHX Text
*
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*
AutoCAD SHX Text
*
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MATCH EXIST. FIELD CONDITIONS
AutoCAD SHX Text
*
AutoCAD SHX Text
*
AutoCAD SHX Text
*
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%%uSECTION B-B%%u
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SHEET
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SEE DETAIL THIS
AutoCAD SHX Text
PAVED APRON
AutoCAD SHX Text
(POURED NEAT)
AutoCAD SHX Text
CLASS A CEMENT CONCRETE
AutoCAD SHX Text
PROPOSED INLET
AutoCAD SHX Text
ENDWALL (SEE RC-31M)
AutoCAD SHX Text
PROPOSED TYPE D-E OR E-S
AutoCAD SHX Text
E.P.
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MIN. 9"
AutoCAD SHX Text
3 - #4 BARS
AutoCAD SHX Text
1'-0" MIN.
AutoCAD SHX Text
6"
AutoCAD SHX Text
%%uSECTION D-D%%u
AutoCAD SHX Text
1/4 D
AutoCAD SHX Text
1'-0" MIN. COVER
AutoCAD SHX Text
BACKFILL WITH
AutoCAD SHX Text
SUITABLE MATERIAL
AutoCAD SHX Text
TO SUSTAIN GROWTH
AutoCAD SHX Text
PROPOSED SLOPE PIPE
AutoCAD SHX Text
(SEE PLANS FOR TYPE,
AutoCAD SHX Text
SIZE AND LENGTH)
AutoCAD SHX Text
TYPE D-E OR E-S ENDWALLS
AutoCAD SHX Text
TYPE D ENDWALL
AutoCAD SHX Text
SIZE AND LENGTH)
AutoCAD SHX Text
(SEE PLANS FOR TYPE,
AutoCAD SHX Text
PROPOSED SLOPE PIPE
AutoCAD SHX Text
TO SUSTAIN GROWTH
AutoCAD SHX Text
SUITABLE MATERIAL
AutoCAD SHX Text
BACKFILL WITH
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1'-0" MIN. COVER
AutoCAD SHX Text
%%UPAVED APRON FOR TYPE D-E & E-S ENDWALLS
AutoCAD SHX Text
1/4 D
AutoCAD SHX Text
%%uSECTION A-A%%u
AutoCAD SHX Text
TYPICAL SECTION EARTH SWALE
AutoCAD SHX Text
*
AutoCAD SHX Text
6"
AutoCAD SHX Text
1'-0" MIN.
AutoCAD SHX Text
3 - #4 BARS
AutoCAD SHX Text
MIN. 9"
AutoCAD SHX Text
E.P.
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6"
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C
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C
AutoCAD SHX Text
5'-0"
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5'-0"
AutoCAD SHX Text
TYPICAL SECTION CONCRETE SWALE
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
PROPOSED TYPE D
AutoCAD SHX Text
ENDWALL (SEE RC-31M)
AutoCAD SHX Text
PROPOSED INLET
AutoCAD SHX Text
CLASS A CEMENT CONCRETE
AutoCAD SHX Text
(POURED NEAT)
AutoCAD SHX Text
(SEE RC-40M FOR ALL OTHER
AutoCAD SHX Text
DETAILS OF CEMENT CONCRETE
AutoCAD SHX Text
PAVING FOR STREAM BEDS)
AutoCAD SHX Text
20'-0"
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
20'-0"
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
PROPOSED TYPE D
AutoCAD SHX Text
ENDWALL (SEE RC-31M)
AutoCAD SHX Text
STONE SLOPE WALL
AutoCAD SHX Text
%%uINSTALLATION OF SLOPE PIPES & ENDWALLS%%u
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
RESHAPE AND/OR REGRADE EXIST. SWALE
AutoCAD SHX Text
REGRADE DITCH IN AREA OF STREAM BED
AutoCAD SHX Text
PAVING TO ENSURE THE FLOW LINE IS
AutoCAD SHX Text
UNOBSTRUCTED.
AutoCAD SHX Text
1.
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2.
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SECTION C-C
AutoCAD SHX Text
CUT CONDITION
AutoCAD SHX Text
6"
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3"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3"
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CEMENT CONCRETE
AutoCAD SHX Text
PAVING FOR STREAM
AutoCAD SHX Text
BEDS AND PAVED APRONS
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
FOOTER
AutoCAD SHX Text
BEDS AND PAVED APRONS
AutoCAD SHX Text
PAVING FOR STREAM
AutoCAD SHX Text
CEMENT CONCRETE
AutoCAD SHX Text
WWF 6x6-W1.4xW1.4
AutoCAD SHX Text
PIPE
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TYPE D-E ENDWALL
AutoCAD SHX Text
PIPE
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TYPE D-W ENDWALL
AutoCAD SHX Text
%%UPAVED APRON FOR TYPE D-W ENDWALLS
AutoCAD SHX Text
TYPE D-W ENDWALL
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
%%uSECTION F-F%%u
AutoCAD SHX Text
TYPE D-W ENDWALL
AutoCAD SHX Text
(SEE RC-31M FOR ENDWALL DETAILS)
AutoCAD SHX Text
PAVED APRON
AutoCAD SHX Text
SEE NOTE 3
AutoCAD SHX Text
SEE NOTE 3
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
THAN 1 1/2:1 OR ROCK, DETAILS MUST BE
AutoCAD SHX Text
MAX. SLOPE = 1 1/2:1. IF SLOPE IS STEEPER
AutoCAD SHX Text
3.
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PROVIDED IN THE CONTRACT DRAWINGS.
AutoCAD SHX Text
THRUST BLOCK IS INCIDENTAL TO SLOPE PIPE.
AutoCAD SHX Text
4.
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5. PLACE A SLOPE PIPE ANCHOR, AS SHOWN ON SHEET 4 OF 4 EVERY 20-FEET ALONG THE PIPE OR AT THE PIPE JOINTS AS DIRECTED BY THE REPRESENTATIVE. SLOPE PIPE ANCHORS ARE INCIDENTAL TO THE SLOPE PIPE.
AutoCAD SHX Text
THRUST BLOCK SEE NOTE 4
AutoCAD SHX Text
THRUST BLOCK SEE NOTE 4

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AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
%%uPLACEMENT OF TYPE "M" INLETS WITH BITUMINOUS CURB%%u
AutoCAD SHX Text
PROPOSED 4" BIT. CURB
AutoCAD SHX Text
PROPOSED TYPE "M" INLET
AutoCAD SHX Text
EFFECTIVE SHOULDER WIDTH
AutoCAD SHX Text
SEE NOTE 5
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
12"
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SEAL WITH PG 64-22
AutoCAD SHX Text
4" BITUMINOUS
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CONCRETE CURB
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DESIRABLE
AutoCAD SHX Text
6"
AutoCAD SHX Text
4"
AutoCAD SHX Text
1"
AutoCAD SHX Text
4" BITUMINOUS CONCRETE CURB DETAIL
AutoCAD SHX Text
PAVED SHOULDER
AutoCAD SHX Text
FACE OF GUIDE
AutoCAD SHX Text
RAIL PANEL
AutoCAD SHX Text
1'-0" MIN. 2'-0" DESIRABLE FOR NORMAL
AutoCAD SHX Text
GUIDE RAIL POSTS. VARIES
AutoCAD SHX Text
FOR 8'-0" GUIDE RAIL POSTS.
AutoCAD SHX Text
(SEE PTS-130, FOR INSTALLATION OF LONG POSTS).
AutoCAD SHX Text
NORMAL GUIDE RAIL POSTS
AutoCAD SHX Text
SHOULDER HINGE POINT
AutoCAD SHX Text
WIDTHS (TYPICALLY 12'-0" DESIRABLE, 10'-0" MINIMUM).
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2. IN AREAS WHERE THE PROPOSED EFFECTIVE SHOULDER WIDTH
AutoCAD SHX Text
SEE NOTE 4
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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%%u SECTION A-A %%u
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
CONCRETE CURB WHERE REQUIRED
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
4" BITUMINOUS
AutoCAD SHX Text
(SEE DETAIL THIS SHEET)
AutoCAD SHX Text
1"
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TYPE 2-S GUIDE
AutoCAD SHX Text
RAIL WITH NORMAL POSTS
AutoCAD SHX Text
PROPOSED TYPE M INLET
AutoCAD SHX Text
SEE NOTE 3
AutoCAD SHX Text
TYPE M INLET GRATE
AutoCAD SHX Text
1 1/2"
AutoCAD SHX Text
4 3/4"
AutoCAD SHX Text
6"
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EFFECTIVE SHOULDER WIDTH,
AutoCAD SHX Text
%%uPLAN VIEW%%u
AutoCAD SHX Text
%%u ELEVATION VIEW %%u
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
10'-0"
AutoCAD SHX Text
10'-0"
AutoCAD SHX Text
SHOULDER HINGE POINT
AutoCAD SHX Text
4" BIT. CURB
AutoCAD SHX Text
OR AS DIRECTED
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BY THE REPRESENTATIVE
AutoCAD SHX Text
BY THE REPRESENTATIVE
AutoCAD SHX Text
OR AS DIRECTED
AutoCAD SHX Text
SEE NOTE 7
AutoCAD SHX Text
PROPOSED ROCK LINING
AutoCAD SHX Text
4" BIT. CURB
AutoCAD SHX Text
%%u ROCK PAD DETAIL %%u
AutoCAD SHX Text
SEE NOTE 8
AutoCAD SHX Text
CANNOT BE ACHIEVED USING NORMAL GUIDE RAIL POSTS WITH
AutoCAD SHX Text
1-FOOT MINIMUM WIDTH TO THE HINGE POINT, USE 8'-0"
AutoCAD SHX Text
POSTS AS SHOWN ON PTS-130, TO MAXIMIZE THE SHOULDER WIDTH.
AutoCAD SHX Text
3. SUMP INLET 1-INCH BELOW THE PROPOSED SHOULDER GRADE IF THE
AutoCAD SHX Text
TRAFFIC CONTROL FOR THE PROJECT DOES NOT REQUIRE TRAFFIC
AutoCAD SHX Text
TO RUN ON THE SHOULDER.
AutoCAD SHX Text
4. EXTEND THE BITUMINOUS CURB A MINIMUM OF 5-FEET BEYOND
AutoCAD SHX Text
ACCEPTABLE WITH THE APPROVAL OF THE REPRESENTATIVE.
AutoCAD SHX Text
GROUND CONTACT.
AutoCAD SHX Text
REQUIRED THICKNESS AS SPECIFIED IN SECTION 850.2.
AutoCAD SHX Text
AT THE DOWNGRADE END OF CUT SLOPES (CUT TO FILL POINT)
AutoCAD SHX Text
AS DIRECTED BY THE REPRESENTATIVE.
AutoCAD SHX Text
1. SEE CONTRACT DRAWINGS FOR PROPOSED EFFECTIVE SHOULDER
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THE INLET OR AS DIRECTED BY THE REPRESENTATIVE WHEN THE CURB
AutoCAD SHX Text
ENDS AT AN INLET.
AutoCAD SHX Text
5. ALTERNATE CONFIGURATIONS OF BITUMINOUS CONCRETE CURB ARE
AutoCAD SHX Text
6. PROVIDE GEOTEXTILE MATERIAL ALONG ALL INTERFACE AREAS WITH
AutoCAD SHX Text
7. PLACE ROCK OF THE SIZE INDICATED ON THE PLANS AND TO THE
AutoCAD SHX Text
8. INSTALL ROCK PADS AT LOCATIONS INDICATED ON THE PLANS AND
AutoCAD SHX Text
GEOTEXTILE, CLASS 2, TYPE B
AutoCAD SHX Text
SEE NOTE 6
AutoCAD SHX Text
SEE NOTE 2
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
DESIRABLE
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
OFFSET
AutoCAD SHX Text
BRACKET
AutoCAD SHX Text
%%uROCK ARMOR DETAIL%%u
AutoCAD SHX Text
GRADE LEVEL
AutoCAD SHX Text
ROCK, CLASS R-4
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
MIN
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
SEE CROSS SECTIONS
AutoCAD SHX Text
5'-0" MIN.
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
SHOULDER HINGE POINT
AutoCAD SHX Text
SHOULDER HINGE POINT
AutoCAD SHX Text
WITH NORMAL POSTS
AutoCAD SHX Text
STRONG POST GUIDE RAIL
AutoCAD SHX Text
SEE NOTE 2
AutoCAD SHX Text
EFFECTIVE SHOULDER WIDTH
AutoCAD SHX Text
ROADWAY
AutoCAD SHX Text
TYPE 2-S GUIDE RAIL
AutoCAD SHX Text
ROUTED OFFSET BRACKET

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AutoCAD SHX Text
Exist. R.C.C. Pipe
AutoCAD SHX Text
%%uSECTIONAL VIEW%%u
AutoCAD SHX Text
REMOVE HEADWALL (IF IT EXISTS)
AutoCAD SHX Text
PROPOSED SLOPE PIPE (SEE
AutoCAD SHX Text
PLANS FOR TYPE, SIZE & LENGTH)
AutoCAD SHX Text
REMOVE REMAINING R.C.C. PIPE
AutoCAD SHX Text
OF EXISTING R.C.C. PIPE TO
AutoCAD SHX Text
MEET EXISTING INVERT
AutoCAD SHX Text
REGRADE SLOPE SEE NOTE 2
AutoCAD SHX Text
(IF IT EXISTS)
AutoCAD SHX Text
(IF IT EXISTS)
AutoCAD SHX Text
REMOVE SLOPE PIPE
AutoCAD SHX Text
REGRADE SLOPE SEE NOTE 2
AutoCAD SHX Text
1'-0"(MIN.) COVER
AutoCAD SHX Text
1'-0"(MIN.) COVER
AutoCAD SHX Text
REMOVE AND REPLACE SECTION(S)
AutoCAD SHX Text
CONSTRUCT INLET
AutoCAD SHX Text
PROPOSED TYPE M INLET
AutoCAD SHX Text
(SEE SHEET 2 OF 4)
AutoCAD SHX Text
REMOVE TYPE A FITTING
AutoCAD SHX Text
WITH DIRECT CONNECTION
AutoCAD SHX Text
(IF IT EXISTS)
AutoCAD SHX Text
REMOVE EXIST GROUTED STONE
AutoCAD SHX Text
SLOPE WALL (IF IT EXISTS)
AutoCAD SHX Text
%%u INSTALLATION OF SLOPE PIPE %%u
AutoCAD SHX Text
(EXTENSION OF EXISTING CROSS PIPE)
AutoCAD SHX Text
PROPOSED R-4 ROCK
AutoCAD SHX Text
LINING (SEE
AutoCAD SHX Text
DETAIL A)
AutoCAD SHX Text
6"
AutoCAD SHX Text
(SEE SHEET 2 OF 4)
AutoCAD SHX Text
PROPOSED TYPE M INLET
AutoCAD SHX Text
PLANS FOR TYPE, SIZE & LENGTH)
AutoCAD SHX Text
PROPOSED SLOPE PIPE (SEE
AutoCAD SHX Text
6"
AutoCAD SHX Text
R-4 ROCK LINING
AutoCAD SHX Text
(SEE DETAIL A)
AutoCAD SHX Text
TYPE A FITTING
AutoCAD SHX Text
6"
AutoCAD SHX Text
DETAIL A)
AutoCAD SHX Text
LINING (SEE
AutoCAD SHX Text
PROPOSED R-4 ROCK
AutoCAD SHX Text
SLOPE WALL (IF IT EXISTS)
AutoCAD SHX Text
REMOVE EXIST GROUT STONE
AutoCAD SHX Text
1'-0"(MIN.) COVER
AutoCAD SHX Text
REGRADE SLOPE SEE NOTE 2
AutoCAD SHX Text
PLANS FOR TYPE, SIZE & LENGTH)
AutoCAD SHX Text
PROPOSED SLOPE PIPE (SEE
AutoCAD SHX Text
REMOVE HEADWALL (IF IT EXISTS)
AutoCAD SHX Text
%%uSECTIONAL VIEW%%u
AutoCAD SHX Text
Exist. R.C.C. Pipe
AutoCAD SHX Text
REMOVE SECTIONS OF EXISTING
AutoCAD SHX Text
PIPE AS DIRECTED BY
AutoCAD SHX Text
THE REPRESENTATIVE
AutoCAD SHX Text
TO BE DETERMINED BY THE
AutoCAD SHX Text
PER RC-32M (LOCATION
AutoCAD SHX Text
METAL PIPE CONNECTOR
AutoCAD SHX Text
REPRESENTATIVE IN THE FIELD)
AutoCAD SHX Text
(EXISTING CROSS PIPE LOCATION)
AutoCAD SHX Text
%%u INSTALLATION OF TYPE M INLET AND SLOPE PIPE %%u
AutoCAD SHX Text
%%u INSTALLATION OF TYPE M INLET AND SLOPE PIPE %%u
AutoCAD SHX Text
(NEW LOCATION OR AT EXISTING TYPE A FITTING)
AutoCAD SHX Text
%%uSECTIONAL VIEW%%u
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
DIAMETER OF PIPE
AutoCAD SHX Text
6"
AutoCAD SHX Text
CLASS 2, TYPE B GEOTEXTILE
AutoCAD SHX Text
ALONG ALL INTERFACE AREAS
AutoCAD SHX Text
WITH GROUND CONTACT
AutoCAD SHX Text
18" R-4 ROCK
AutoCAD SHX Text
%%u TYPICAL SECTION OF ROCK LINING AT SLOPE PIPE OUTLETS %%u
AutoCAD SHX Text
(PIPES 15" OR GREATER)
AutoCAD SHX Text
%%u DETAIL A %%u
AutoCAD SHX Text
1. REMOVAL OF EXISTING PIPES, TYPE A FITTINGS,
AutoCAD SHX Text
HEADWALLS AND STONE SLOPE WALLS ARE INCIDENTAL
AutoCAD SHX Text
TO THE PROPOSED WORK.
AutoCAD SHX Text
2. REGRADE AREA OF SLOPE PIPE INSTALLATION TO
AutoCAD SHX Text
MEET ADJACENT CONTOURS AND INSTALL EROSION
AutoCAD SHX Text
CONTROL MEASURES TO STABILIZE THE AREA.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
5'-0" MIN.
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5'-0" MIN.
AutoCAD SHX Text
5'-0" MIN.
AutoCAD SHX Text
REMOVE
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PROPOSED
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3. PLACE A SLOPE PIPE ANCHOR, AS SHOWN ON SHEET 4 OF 4 EVERY 20-FEET ALONG THE PIPE OR AT THE PIPE JOINTS AS DIRECTED BY THE REPRESENTATIVE. SLOPE PIPE ANCHORS ARE INCIDENTAL TO THE SLOPE PIPE.
AutoCAD SHX Text
2'-0" MIN.
AutoCAD SHX Text
THRUST BLOCK SEE NOTE 4
AutoCAD SHX Text
(POURED NEAT)
AutoCAD SHX Text
CLASS A CEMENT CONCRETE
AutoCAD SHX Text
MIN. 9"
AutoCAD SHX Text
3 - #4 BARS
AutoCAD SHX Text
1/4 D
AutoCAD SHX Text
2'-0" MIN.
AutoCAD SHX Text
THRUST BLOCK SEE NOTE 4
AutoCAD SHX Text
(POURED NEAT)
AutoCAD SHX Text
CLASS A CEMENT CONCRETE
AutoCAD SHX Text
MIN. 9"
AutoCAD SHX Text
3 - #4 BARS
AutoCAD SHX Text
1/4 D
AutoCAD SHX Text
4. THRUST BLOCK IS INCIDENTAL TO SLOPE PIPE.
AutoCAD SHX Text
2'-0" MIN.
AutoCAD SHX Text
THRUST BLOCK SEE NOTE 4
AutoCAD SHX Text
(POURED NEAT)
AutoCAD SHX Text
CLASS A CEMENT CONCRETE
AutoCAD SHX Text
MIN. 9"
AutoCAD SHX Text
3 - #4 BARS
AutoCAD SHX Text
1/4 D

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DECEMBER 29, 2017

DECEMBER 28, 2017

AutoCAD SHX Text
PIPE ANCHOR FOR ABOVE GROUND INSTALLATION
AutoCAD SHX Text
SLOPE PIPE ANCHOR DETAIL
AutoCAD SHX Text
8"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
6"
AutoCAD SHX Text
12"
AutoCAD SHX Text
AS REQUIRED TO FIT
AutoCAD SHX Text
BEND ANCHOR BOLTS
AutoCAD SHX Text
SLOPE PIPE
AutoCAD SHX Text
PIPE ANCHOR BAND
AutoCAD SHX Text
SLOPE PIPE
AutoCAD SHX Text
SLOPE PARALLEL TO
AutoCAD SHX Text
No. 4 REINF. BAR
AutoCAD SHX Text
4-1/2"%%c x 12"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
12"
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
No. 4 REINF. BAR
AutoCAD SHX Text
3"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
3"
AutoCAD SHX Text
6"
AutoCAD SHX Text
3"
AutoCAD SHX Text
6"
AutoCAD SHX Text
15"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
ANCHOR BOLTS
AutoCAD SHX Text
PIPE ANCHOR
AutoCAD SHX Text
PEDESTAL,
AutoCAD SHX Text
(CONCRETE)
AutoCAD SHX Text
3"
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. PLACE ONE PIPE ANCHOR FOR ABOVE GROUND
AutoCAD SHX Text
INSTALLATION AT EACH PIPE JOINT OR AS DIRECTED BY THE REPRESENTATIVE WHEN INSTALLING PIPES ON THE SURFACE OF SLOPES.
AutoCAD SHX Text
2. SLOPE PIPE ANCHORS ARE INCIDENTAL TO THE SLOPE PIPE.
AutoCAD SHX Text
INSTALLATION OF SLOPE PIPE FITTING
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
4" BIT. CONC. CURB
AutoCAD SHX Text
TYPE "A" SLOPE PIPE FITTING
AutoCAD SHX Text
SHOULDER HINGE POINT
AutoCAD SHX Text
GUIDE RAIL POST
AutoCAD SHX Text
GUIDE RAIL PANEL
AutoCAD SHX Text
6'-3"
AutoCAD SHX Text
3'-0"%%P
AutoCAD SHX Text
3'-0"%%P
AutoCAD SHX Text
SHOULDER

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OCTOBER 18, 2011

AutoCAD SHX Text
%%uNOTES:%%u
AutoCAD SHX Text
BARRIER
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SHOULDER PAVEMENT
AutoCAD SHX Text
GUTTER GRADE POINT
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GUTTER GRADE POINT
AutoCAD SHX Text
SHOULDER PAVEMENT
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GUTTER GRADE POINT
AutoCAD SHX Text
FLOW LINE
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GUTTER GRADE POINT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GUTTER FLOW LINE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
* SURVEY & CONSTRUCTION
AutoCAD SHX Text
GUTTER GRADE POINT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
INLET OFFSET
AutoCAD SHX Text
* SURVEY & CONSTRUCTION
AutoCAD SHX Text
CONCRETE GLARE SCREEN
AutoCAD SHX Text
GUTTER GRADE POINT - TOP OF GRATE ELEVATION
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GUTTER GRADE POINT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GUTTER FLOW LINE
AutoCAD SHX Text
GUTTER GRADE POINT - INLET OFFSET AND TOP OF GRATE ELEVATION
AutoCAD SHX Text
INLET OFFSET AND TOP OF GRATE ELEVATION
AutoCAD SHX Text
INLET OFFSET AND TOP OF GRATE ELEVATION
AutoCAD SHX Text
GUTTER GRADE POINT - INLET OFFSET AND TOP OF GRATE ELEVATION
AutoCAD SHX Text
GUTTER GRADE POINT - INLET OFFSET AND TOP OF GRATE ELEVATION
AutoCAD SHX Text
ROADWAY STATION LOCATION
AutoCAD SHX Text
SHOULDER PAVEMENT
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
ROADWAY STATION LOCATION
AutoCAD SHX Text
* SURVEY & CONSTRUCTION
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
ROADWAY STATION LOCATION
AutoCAD SHX Text
* SURVEY & CONSTRUCTION
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
SHOULDER PAVEMENT
AutoCAD SHX Text
ROADWAY STATION LOCATION
AutoCAD SHX Text
SHOULDER PAVEMENT
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EQUAL
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
CONCRETE GLARE SCREEN
AutoCAD SHX Text
ROADWAY STATION LOCATION
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SHOULDER PAVEMENT
AutoCAD SHX Text
ROADWAY STATION LOCATION
AutoCAD SHX Text
SHOULDER PAVEMENT
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
EQUAL
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL ELEVATION VIEW
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL ELEVATION VIEW
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL ELEVATION VIEW
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL PLAN VIEW
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL PLAN VIEW
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL PLAN VIEW
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL - AT BARRIER
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL - IN FILL SHOULDERS
AutoCAD SHX Text
TYPE M INLET LOCATION DETAIL - AT CONCENTRATED FLOWS
AutoCAD SHX Text
%%uTYPE S INLET LOCATION DETAIL%%u
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* SURVEY & CONSTRUCTION
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%%uTYPE C INLET LOCATION DETAIL%%u
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%%uTYPE M DOUBLE INLET LOCATION DETAIL%%u
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TYPE S INLET LOCATION DETAIL PLAN VIEW
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TYPE S INLET LOCATION DETAIL ELEVATION VIEW
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TYPE C INLET LOCATION DETAIL PLAN VIEW
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TYPE C INLET LOCATION DETAIL ELEVATION VIEW
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TYPE M DOUBLE INLET LOCATION DETAIL ELEVATION
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TYPE M DOUBLE INLET LOCATION DETAIL PLAN
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* SURVEY & CONSTRUCTION
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THE GUTTER GRADE POINT IS WHERE THE TOP OF GRATE ELEVATION IS APPLIED. FOR TYPE M INLETS ADJACENT TO BARRIER, THE STATION, OFFSET AND GUTTER GRADE POINT ARE REFERENCED TO THE CENTER OF INLET AT THE FACE OF BARRIER. SEE PTS-121, CONSTRUCTION TYPE M INLET. FOR TYPE M INLETS IN FILL SHOULDERS, THE STATION, OFFSET AND GUTTER GRADE POINT ARE REFERENCED TO THE CENTER OF THE INLET AT THE BACK OF GRATE. FOR TYPE M INLETS AT CONCENTRATED FLOWS, THE STATION, OFFSET AND GUTTER GRADE POINT ARE REFERENCED TO THE CENTER OF THE INLET. FOR TYPE S AND TYPE C INLETS, THE STATION, OFFSET AND GUTTER GRADE POINT ARE REFERENCED TO THE CENTER OF THE INLET AT THE BACK OF GRATE (FACE OF CURB). FOR TYPE M DOUBLE INLETS, THE STATION AND OFFSET ARE REFERENCED TO THE CENTER OF THE INLET BOX (CENTER OF BARRIER). THE GUTTER GRADE POINT IS REFERENCED TO THE CENTER OF EACH INLET GRATE AT THE FACE OF BARRIER.
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24"
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6" MIN (TYP)
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24"
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6" MIN (TYP)
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24"
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6" MIN (TYP)
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6" MIN (TYP)
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24"
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57.25"
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57.25"
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36"
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40"
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40"
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24" (TYP)
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57.25"
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36"
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46" (TYP)
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57.25"
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9.5" MIN
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24"
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57.25"
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57.25"

RECOMMENDED:

APPROVED:

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CHIEF ENGINEER

TURN-

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PENNA

DATE:

OF

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STANDARD DRAWING

DRAWING TYPE:

FILE NAME:

SHEET

STRONG POST GUIDE RAIL

INSTALLATION

JUNE 2018PTS-130

1 5

PTS-130-1.dwg

5A

JUNE 18, 2018

JUNE 14, 2018

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CONCRETE ANCHORAGE, BACKSLOPE
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BURIED IN CUT SLOPE
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VARIABLE WIDTH
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SHOULDER
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EDGE OF ROADWAY
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TRAFFIC FLOW
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TOE OF FILL SLOPE
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%%uPLAN VIEW%%u
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%%uGUIDE RAIL TAPER TO END ANCHORAGE AND REGRADING AREA%%u
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%%uELEVATION VIEW%%u
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SEE NOTE 7
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6'-3" (TYP)
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3:1 OR STEEPER
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CONCRETE ANCHORAGE, BACKSLOPE
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PAY LIMIT: STRONG POST GUIDE RAIL
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SEE RC-54M FOR CONCRETE
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ANCHOR DETAIL
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TOP OF CUT
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SLOPE
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FILL OR OBSTRUCTION REQUIRING
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GUIDE RAIL PROTECTION
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AREA TO BE REGRADED
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TO 10:1 MAX. SLOPE.
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SLOPE VARIES
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SHOULDER
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2:1 MIN. OR MATCH
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RAIL TAPER
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PROPOSED GUIDE
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CUT CONDITION
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%%uSECTION B-B%%u
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%%uSECTION B-B%%u
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FILL CONDITION
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PROPOSED GUIDE
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RAIL TAPER
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2:1 MIN
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10:1 MAX
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SHOULDER
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SLOPE VARIES
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1'-0" MIN
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1'-0" MIN
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VARIES
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SEE NOTE 7
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VARIES
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RUNOUT
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SEE NOTE 4
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6" TOPSOIL
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6" TOPSOIL
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A
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A
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MIN
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1'-0"
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%%USECTION A-A: TYPICAL GUIDE RAIL INSTALLATION
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2'-0"
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DESIRABLE
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2'-0"
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DESIRABLE
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2'-0" DESIRABLE
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(MAX.)
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10:1 SLOPE
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(MAX.)
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10:1 SLOPE
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RELATIVE TO PROFILE GRADE
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GRADE 20 :1 APPROACH SLOPE OR FLATTER
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3'-0" MINIMUM
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TO HINGE POINT
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TRAVERSABLE SLOPE
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WHEN POSSIBLE
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GRADING DETAIL FOR VEHICLE ATTENUATING
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15:1 TAPER TO EXTEND TO BACK EDGE
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TERMINAL END TREATMENTS (V.A.T.E.T.) TANGENT
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OF PAVED SHOULDER
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ROUTED OFFSET BRACKET
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7/8"
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SEE NOTE 7
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75' TYP./ 112.5' MAX
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B
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B
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EXISTING SLOPE
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OFFSET
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OFFSET
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VARIABLE CUT SLOPE
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1'-0" MIN. COVER
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1'-0" MIN.
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2'-0" DESIRABLE
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1'-0" MIN.
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SHOULDER
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TYPE 31-S POST ANCHORAGE AND TERMINAL SECTION, SINGLE PER RC-51M SEE NOTE 5
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27 3/4" FOR TYPE 2-S 31" FOR TYPE 31-S
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28 5/8" FOR TYPE 2-S 31 7/8" FOR TYPE 31-S
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10:1 OR
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FLATTER
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SEE NOTE 7
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USE 1'-0" TO 2'-0" STRAIGHT TAPER OFFSET OVER THE ENTIRE LENGTH OF THE TERMINAL OR THE MANUFACTURER'S RECOMMENDATION TO ACHIEVE AN OFFSET OVER THE ENTIRE LENGTH OF THE TERMINAL
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10:1 SLOPE OR FLATTER
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NOTES: 1. PROVIDE MATERIALS AS PER RC-51M, PTS-130, SHEET 5 OF 5 AND IN ACCORDANCE PROVIDE MATERIALS AS PER RC-51M, PTS-130, SHEET 5 OF 5 AND IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 620. USE W6 x 8.5 OR 9 POSTS. 2. GALVANIZE ALL HARDWARE, GUIDE RAIL MATERIAL AND POSTS IN ACCORDANCE WITH GALVANIZE ALL HARDWARE, GUIDE RAIL MATERIAL AND POSTS IN ACCORDANCE WITH SECTION 1109. 3. IF THE GUIDE RAIL CANNOT BE BURIED INTO THE CUT SLOPE, THEN TERMINATE THE IF THE GUIDE RAIL CANNOT BE BURIED INTO THE CUT SLOPE, THEN TERMINATE THE GUIDE RAIL WITH AN APPROVED VEHICLE ATTENUATING TERMINAL END TREATMENT AS INDICATED ON THE PLANS AND AS SPECIFIED IN SECTION 620. 4. RUNOUT MAY BE PARALLEL, AT A 15:1 TAPER RATE OR A COMBINATION OF THE TWO. RUNOUT MAY BE PARALLEL, AT A 15:1 TAPER RATE OR A COMBINATION OF THE TWO. 5. WHERE A TYPE 31-S POST ANCHORAGE CANNOT BE INSTALLED, EXTEND THE GUIDE WHERE A TYPE 31-S POST ANCHORAGE CANNOT BE INSTALLED, EXTEND THE GUIDE RAIL A MINIMUM OF 50 FEET BEYOND THE OBSTRUCTION AND INSTALL A TERMINAL SECTION, SINGLE AT THE DIRECTION OF THE REPRESENTATIVE. 6. FOR LOCATIONS WITH A ROADSIDE SWALE SEE RC-54M. FOR LOCATIONS WITH A ROADSIDE SWALE SEE RC-54M. 7. MAINTAIN REQUIRED HEIGHT OF THE W-BEAM RAIL ABOVE SHOULDER OR FINISHED MAINTAIN REQUIRED HEIGHT OF THE W-BEAM RAIL ABOVE SHOULDER OR FINISHED GRADE.
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SHOULDER HINGE POINT
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BITUMINOUS ROLL-UP ON CUT
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SLOPES (IF INDICATED)

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STANDARD DRAWING

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STRONG POST GUIDE RAIL INSTALLATION

(GUIDE RAIL TAPERS & LONG POSTS)

JUNE 2018PTS-130

2 5

PTS-130-2.dwg

5A

JUNE 18, 2018

JUNE 14,2018

AutoCAD SHX Text
1
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12.5 MIN.
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30 MIN.
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1
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VARIES
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VARIES
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SEE NOTE 1
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SEE NOTE 1
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STRUCTURE
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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TERMINAL SECTION
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BRIDGE CONNECTION
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SEE RC-51M
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TRAFFIC
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TRAFFIC
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NORMAL POSITION OF
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TAPER
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LENGTH VARIES BY
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12'-6" INCREMENTS
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50'-0" MIN
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SEE NOTE 2
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NORMAL POSITION OF
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TAPER - LENGTH VARIES BY
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12'-6" INCREMENTS
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12'-6" - INSTALL GUIDE RAIL PARALLEL
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TO EDGE OF ROADWAY PAVEMENT
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PLAN VIEW
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PLACEMENT OF GUIDE RAIL AT STRUCTURES WITH LESS THAN STANDARD HORIZONTAL CLEARANCE
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PARAPET OR ABUTMENT
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%%u ALLOWABLE TAPER IN CONTINUOUS RUN OF GUIDE RAIL %%u
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PLAN VIEW
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TRAFFIC
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EDGE OF PAVEMENT
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10'-0"
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1
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30
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12.5 MIN
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1
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MIN
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DESIRABLE
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12'-0"
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FACE OF GUIDE RAIL
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12'-0"
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DESIRABLE
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NORMAL OR 8'-0" LONG POSTS
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8'-0" LONG POSTS
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TO MAXIMIZE SHOULDER WIDTH
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SEE DETAIL THIS SHEET
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NORMAL OR
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8'-0" LONG POSTS
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NORMAL POSTS
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NORMAL POSTS
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SEE NOTE 8
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SEE NOTE 8
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195'-0" MIN.
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15:1 TAPER
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~
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GRADE 10:1 OR FLATTER
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12'-0" MIN.
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12'-0" MIN.
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%%uMAINTENANCE OPENING%%u
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STRUCTURE
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END
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TYPE 31-SC
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GUIDE RAIL
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25'-0" AS PER RC-50M
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TRAFFIC
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EDGE OF PAVEMENT
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GUIDE RAIL
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15:1 TAPER
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SEE NOTE 10
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PROPER END
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TREATMENT
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%%UPLACEMENT OF GUIDE RAIL AT STRUCTURES WITH STANDARD HORIZONTAL CLEARANCE
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PLAN VIEW
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APPROACH
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TREATMENT
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PLAN VIEW
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STRUCTURE
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END
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TYPE 31-SC
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GUIDE RAIL
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25'-0" AS PER RC-50M
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TRAFFIC
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EDGE OF PAVEMENT
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GUIDE RAIL
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15:1 TAPER
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SEE NOTE 9
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PLAN VIEW
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APPROACH
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TREATMENT
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AS PER
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WIDTH
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RC-50M
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AS PER
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WIDTH
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RC-50M
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SHOULDER HINGE POINT
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AS PER
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WIDTH
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RC-50M
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AS PER
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WIDTH
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RC-50M
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12'-0"
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8'-0" LONG POST
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SEE NOTE 6
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1'-9"
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SEE NOTE 7
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DESIRABLE
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ROADWAY
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10'-0" MIN
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SEE CONTRACT
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%%u 8'-0" LONG POST LOCATION DETAIL %%u
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DRAWINGS
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NORMAL POST
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EDGE OF PAVEMENT
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SHOULDER HINGE POINT
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1'-0" MIN
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2'-0" DESIRABLE
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3"
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MAX
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SHOULDER 12'-0"
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GUIDE RAIL OR PROPER END TREATMENT SEE NOTE 3
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GUIDE RAIL OR PROPER END TREATMENT SEE NOTE 4
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NORMAL POSITION OF GUIDE RAIL OR PROPER END TREATMENT
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28 5/8" FOR TYPE 2-S 31 7/8" FOR TYPE 31-S
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BIT CURB (IF REQUIRED) SEE NOTE 5
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TYPE 31-S POST ANCHORAGE AND TERMINAL SECTION, SINGLE. SEE RC-51M.
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TYPE 31-S POST ANCHORAGE AND TERMINAL SECTION, SINGLE SEE RC-51M
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NOTES: 1. 12'-0" DESIRABLE, 10'-0" MIN, SEE CONTRACT DRAWINGS FOR 12'-0" DESIRABLE, 10'-0" MIN, SEE CONTRACT DRAWINGS FOR PROPOSED SHOULDER WIDTH. 2. INSTALL GUIDE RAIL PARALLEL TO EDGE OF ROADWAY INSTALL GUIDE RAIL PARALLEL TO EDGE OF ROADWAY PAVEMENT. SEE APPROACH END TRANSITION DETAILS FOR ATTACHMENT TO STRUCTURE. 3. GUIDE RAIL IS NOT REQUIRED ON TRAILING ENDS OF STRUCTURES GUIDE RAIL IS NOT REQUIRED ON TRAILING ENDS OF STRUCTURES UNLESS WARRANTED BY OTHER OBSTRUCTIONS. 4. INSTALL MINIMUM OF 25 FEET OF STRONG POST GUIDE RAIL INSTALL MINIMUM OF 25 FEET OF STRONG POST GUIDE RAIL PARALLEL TO EDGE OF ROADWAY IF A VEHICLE ATTENUATING TERMINAL (V.A.T.E.T.) END TREATMENT IS TO BE USED. 5. IF REQUIRED, CONSTRUCT BITUMINOUS CURB PARALLEL TO THE IF REQUIRED, CONSTRUCT BITUMINOUS CURB PARALLEL TO THE GUIDE RAIL ALIGNMENT. 6. USE W6 x 8.5 OR 9 POSTS IN ACCORDANCE WITH RC-51M, USE W6 x 8.5 OR 9 POSTS IN ACCORDANCE WITH RC-51M, 8'-0" LENGTH. 7. IF 1'-0" MINIMUM CLEAR WIDTH CANNOT BE MAINTAINED BEHIND IF 1'-0" MINIMUM CLEAR WIDTH CANNOT BE MAINTAINED BEHIND THE NORMAL GUIDE RAIL POST FOR THE PROPER SHOULDER WIDTH, THEN USE LONG POSTS IN THIS AREA. 8. INSTALL A OM-3R "RIGHT CLEARANCE MARKER" AT THE POINT INSTALL A OM-3R "RIGHT CLEARANCE MARKER" AT THE POINT WHERE THE GUIDE RAIL TAPER BEGINS. HEIGHT = 18 INCHES FROM TOP OF GUIDE RAIL TO BOTTOM OF SIGN. 9. TRANSITION HORIZONTAL OFFSET FROM RC-50M TO THE 12'-0" TRANSITION HORIZONTAL OFFSET FROM RC-50M TO THE 12'-0" CLEARANCE CONSISTENTLY OVER 100'. MAINTAIN 2'-7" HEIGHT OF TYPE 31-S RAIL. 10. MAINTAIN 2'-7" HEIGHT OF RAIL. PROVIDE PROPER END MAINTAIN 2'-7" HEIGHT OF RAIL. PROVIDE PROPER END TREATMENT. DO NOT INSTALL A V.A.T.E.T. ON LESS THAN 100' TAPER.
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SHOULDER HINGE POINT
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SHOULDER HINGE POINT
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SHOULDER HINGE POINT

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SHEET

32

"

6'-0"

2'-2" 11 1/2" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 4 @ 3'-1 1/2" = 12'-6"

TERMINAL SECTION BRIDGE

CONNECTION, SEE RC-52M

BRIDGE PARAPET

OR WINGWALL

1 2 3 4 5 6 7 8 9 10 11

ELEVATION VIEW

APPROACH END GUIDE RAIL TRANSITION AT STRUCTURE PARAPETS, TYPE A

12'-6" (TWO SECTIONS OF W-BEAM, ONE SET INSIDE THE OTHER)

PAY LIMIT FOR TYPE 2-S APPROACH END TRANSITION, TYPE A

PLAN VIEW

CONNECT IN ACCORDANCE

TYPE 2-SC GUIDE RAIL

WITH NOTE 11.

C

L

INSTALL PARALLEL TO EDGE OF ROADWAY

4'-0"

4'-8 1/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 4 @ 3'-1 1/2" = 12'-6"

1 2 3 4 5 6 7 8 9

ELEVATION VIEW

APPROACH END GUIDE RAIL TRANSITION AT STRUCTURE PARAPETS OR SAFETY SHAPE BARRIERS, TYPE B

12'-6" (TWO SECTIONS OF W-BEAM, ONE SET INSIDE THE OTHER)

27

3

/4

"

PAY LIMIT FOR TYPE 2-S APPROACH END TRANSITION, TYPE B

PLAN VIEW

TYPE 2-SC GUIDE RAIL

2'-8

"

10

-1

/4

"

6"1'-8-3/4"

6"

EXISTING BRIDGE SLOPING

DRILL 3/4"Ø HOLE

IN W-BEAM TO

MOUNT SPACER

6" (I.D.)X 12" CONNECT TO W-BEAM

SCHEDULE 40 GALV. PIPE,

STEEL SPACER TUBE,

EXISTING BRIDGE SLOPING CURB

CURB AND PARAPET OR

SAFETY SHAPE BARRIER

AND PARAPET OR SAFETY

SHAPE BARRIER

CONNECT IN ACCORDANCE

WITH NOTE 11.

3"

8" 5"

3"2"

3"

6"

1" DIA.

SEE DETAIL A

INSTALL PARALLEL TO EDGE OF ROADWAY

4 1/4"

1'-8 3/4"

27

3

/4

"

ROUTED WOOD OR PLASTIC OFFSET BRACKET (TYP.)

DETAIL A

ELEMENT USING SPLICE BOLT

TERMINAL SECTION BRIDGE

CONNECTION, SEE RC-52M

NOTES:

1. PROVIDE MATERIALS AS PER RC-51M, PTS-130, SHEET 5 OF 5

AND IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION

620. USE EITHER W6 X 8.5 OR 9 POSTS.

2. GALVANIZE ALL HARDWARE, GUIDE RAIL MATERIAL AND POSTS

IN ACCORDANCE WITH SECTION 1109.

3. TERMINAL SECTION, BRIDGE CONNECTIONS MUST BE

ATTACHED FLUSH WITH FACE OF PARAPETS, OR SAFETY

SHAPE BARRIERS.

4. PROVIDE #1, 2 & 3 POSTS 8'-0" LONG, #4 THROUGH 6 POSTS

7'-0" LONG AND #7 THROUGH 11 POSTS 6'-0" LONG.

5. GUIDE RAIL IS NOT REQUIRED ON TRAILING ENDS OF

STRUCTURES UNLESS WARRANTED BY OTHER

OBSTRUCTIONS.

6. INSTALL A MINIMUM OF 25'-0" OF GUIDE RAIL PARALLEL TO

EDGE OF ROADWAY IF A VEHICLE ATTENUATING TERMINAL

END TREATMENT (V.A.T.E.T.) IS TO BE USED.

7. IF REQUIRED, CONSTRUCT BITUMINOUS CONCRETE CURB

PARALLEL TO THE GUIDE RAIL ALIGNMENT.

8. CONFIGURATIONS AND HEIGHTS OF EXISTING PARAPETS AND

SAFETY SHAPE BARRIERS MAY VARY.

9. W-BEAM ELEMENT IS BOLTED TO ALL POSTS.

10. PROVIDE RUB RAIL AS PER RC-50M AND PTS-130, SHEET 5 OF

5. BOLT RUB RAIL TO POST WITHOUT WASHER.

11. IF A NEW PARAPET IS BEING POURED, CONNECT THE GUIDE

RAIL AND RUB RAIL AS SHOWN ON BC-734M. IF CONNECTING

TO AN EXISTING PARAPET OR SAFETY SHAPE BARRIER, USE

ONE OF THE FOLLOWING TO CONNECT THE GUIDE RAIL AND

RUB RAILS:

a)THRU-BOLT THROUGH PARAPET WITH 7/8"Ø BOLTS AND A

12"X 12"X 1/2" STEEL PLATE FOR THE GUIDE RAIL AND A 7"X

7"X 1/2" STEEL PLATE FOR THE RUB RAIL; OR

b)ANCHOR INTO PARAPET WITH 7/8"Ø HIGH STRENGTH,

HOT-DIP GALVANIZED ALL THREAD ANCHORS AND SET

WITH KELI-GROUT AS MANUFACTURED BY KELKEN-GOLD

INSTALLED IN ACCORDANCE WITH THEIR

RECOMMENDATIONS OR AN APPROVED EQUAL.

12. TERMINAL SECTION AND RUBBING RAIL END MUST BE

ATTACHED FLUSH WITH BARRIER. INSTALLATION MAY BE

GREATLY SIMPLIFIED BY FABRICATING OR SHOP TWISTING TO

BE CONSISTENT WITH THE SLOPE OF SAFETY SHAPE.

13. PAYMENT FOR THE APPROACH END TRANSITION, TYPES A & B,

INCLUDES THE TWO 12'-6" SECTIONS OF W-BEAM, POSTS,

OFFSET BRACKETS, RUBBING RAIL, RUBBING RAIL

CONNECTIONS, TERMINAL SECTION BRIDGE CONNECTION,

STEEL SPACER TUBE AND ASSOCIATED HARDWARE.

14. POSTS WITH RUBBING RAIL ATTACHMENT REQUIRE AN

ADDITIONAL HOLE.

STRONG POST

GUIDE RAIL OR

A PROPER END

TREATMENT

SEE NOTE 6

STRONG POST

GUIDE RAIL OR

A PROPER END

TREATMENT

SEE NOTE 6

27

3

/4

" F

OR

T

YP

E 2

-S

31

" F

OR

T

YP

E 3

1-S

27

3

/4

" F

OR

T

YP

E 2

-S

31

" F

OR

T

YP

E 3

1-S

STRONG POST GUIDE RAIL INSTALLATION

(APPROACH END GUIDE RAIL TRANSITIONS

TYPE A & B)

JUNE 2018PTS-130

3 5

PTS-130-3.dwg

5A

PAYMENT FOR THE HEIGHT TRANSITION IS

PAID AS TYPE 31 GUIDE RAIL.

PAYMENT FOR THE HEIGHT TRANSITION IS

PAID AS TYPE 31 GUIDE RAIL.

4 @ 6'-3"= 25'

TYPE 2-S GUIDE RAIL OR

VERTICALLY TRANSITION TO

TYPE 31-S PER RC-51M

4 @ 6'-3"= 25'

TYPE 2-S GUIDE RAIL OR

VERTICALLY TRANSITION TO

TYPE 31-S PER RC-51M

JUNE 18, 2018

JUNE 14,2018

AutoCAD SHX Text
~

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

VA

RIE

S

5'-0" MIN.

2'-2" 11 1/2" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4" 4 @ 3'-1 1/2" = 12'-6"

TERMINAL SECTION BRIDGE

CONNECTION, SEE RC-52M

BRIDGE PARAPET,

ABUTMENT OR WINGWALL

1 2 3 4 5 6 7 8 9 10 11

ELEVATION VIEW

APPROACH END GUIDE RAIL TRANSITION AT STRUCTURE PARAPETS OR ABUTMENTS, TYPE C

12'-6" (TWO SECTIONS OF W-BEAM, ONE SET INSIDE THE OTHER)

INSTALL PARALLEL TO EDGE OF ROADWAY

PLAN VIEW

CONNECT IN ACCORDANCE

TYPE 2-SC GUIDE RAIL

WITH NOTE 11

CONCRETE

CONCRETE BLOCK OUT

PAY LIMIT FOR TYPE 2-S APPROACH END TRANSITION, TYPE C

BLOCK OUT.

SEE CONTRACT

DRAWINGS FOR

DETAILS.

27

1

/2

" M

IN

.

12'-6" (TWO SECTIONS OF W-BEAM, ONE SET INSIDE THE OTHER)

1'-6 3/4"2'-2" 1'-6 3/4"11 1/2" 1'-6 3/4" 1'-6 3/4" 1'-6 3/4"1'-6 3/4"

TYPE 2-SC GUIDE RAIL

4 @ 3'-1 1/2" = 12'-6"

WITH NOTE 11 (TYP.)

CONNECT IN ACCORDANCE

1 2 53 4 6

27

3

/4

"

7

PAY LIMIT FOR TYPE 2-S APPROACH END TRANSITION, TYPE D

BRIDGE PARAPET

PLAN VIEW

8 9 1110

PARAPET MOUNTED GUIDE RAIL AND APPROACH END GUIDE RAIL TRANSITION , TYPE D

BRIDGE PARAPET

ELEVATION VIEW

SEE NOTE 12

3'-1 1/2"3'-1 1/2"3'-1 1/2"3'-1 1/2"

ADJOINING RAIL

ELEMENT

STANDARD OFFSET BRACKET (TYP.)

SEE PTS-130, SHEET 5 OF 5.

MODIFIED OFFSET BRACKET

INSTALL PARALLEL TO EDGE OF ROADWAY

1'-8 3/4"

27

3

/4

"

STRONG POST

GUIDE RAIL OR A

PROPER END

TREATMENT

SEE NOTE 6

NOTES:

1. PROVIDE MATERIALS AS PER RC-51M, PTS-130, SHEET 5 OF 5

AND IN ACCORDANCE WITH THE REQUIREMENTS OF

SECTION 620. USE EITHER W6 X 8.5 OR 9 POSTS.

2. GALVANIZE ALL HARDWARE, GUIDE RAIL MATERIAL AND

POSTS IN ACCORDANCE WITH SECTION 1109.

3. TERMINAL SECTION, BRIDGE CONNECTIONS MUST BE

ATTACHED FLUSH WITH FACE OF PARAPETS, OR

ABUTMENTS.

4. PROVIDE #1, 2 & 3 POSTS 8'-0" LONG, #4 THROUGH 6 POSTS

7'-0" LONG AND #7 THROUGH 11 POSTS 6'-0" LONG.

5. GUIDE RAIL IS NOT REQUIRED ON TRAILING ENDS OF

STRUCTURES UNLESS WARRANTED BY OTHER

OBSTRUCTIONS.

6. INSTALL A MINIMUM OF 25'-0" OF GUIDE RAIL PARALLEL TO

EDGE OF ROADWAY IF A VEHICLE ATTENUATING TERMINAL

END TREATMENT (V.A.T.E.T.) IS TO BE USED.

7. IF REQUIRED, CONSTRUCT BITUMINOUS CONCRETE CURB

PARALLEL TO THE GUIDE RAIL ALIGNMENT.

8. CONFIGURATIONS AND HEIGHTS OF EXISTING PARAPETS

AND ABUTMENTS MAY VARY.

9. W-BEAM ELEMENT IS BOLTED TO ALL POSTS.

10. PROVIDE RUB RAIL AS PER RC-50M AND PTS-130, SHEET 5

OF 5. BOLT RUB RAIL TO POST WITHOUT WASHER.

11. IF CONCRETE BLOCK OUT IS 10" THICK OR GREATER,

CONNECT GUIDE RAIL AND RUB RAIL AS SHOWN ON

BC-734M. IF CONCRETE BLOCK IS LESS THEN 10" THICK USE

ONE OF THE FOLLOWING TO CONNECT THE GUIDE RAIL AND

RUB RAIL:

a) THRU-BOLT THROUGH PARAPET WITH 7/8Ø BOLTS AND A

12"X 12"X 1/2" STEEL PLATE FOR THE GUIDE RAIL AND A

7"X7"X1/2" STEEL PLATE FOR THE RUB RAIL ; OR

b) ANCHOR INTO PARAPET WITH 7/8"Ø HIGH STRENGTH,

HOT-DIP GALVANIZED, ALL-THREAD ANCHORS AND SET

WITH KELI-GROUT AS MANUFACTURED BY KELKEN-GOLD

AND INSTALLED IN ACCORDANCE WITH THEIR

RECOMMENDATIONS, OR AN APPROVED EQUAL.

12. THE FIRST OFFSET BRACKET ATTACHED TO THE PARAPET

SHOULD BE AS SHOWN ON PTS-130, SHEET 5 OF 5 TO

ACCOMMODATE CONNECTION OF RUB RAIL.

13. PAYMENT FOR THE APPROACH END TRANSITION, TYPE C

INCLUDES THE TWO 12'-6" SECTIONS OF W-BEAM, POSTS,

OFFSET BRACKETS, RUBBING RAIL, RUBBING RAIL

CONNECTIONS, TERMINAL SECTION BRIDGE CONNECTION

AND ASSOCIATED HARDWARE.

14. PAYMENT FOR THE APPROACH END TRANSITION, TYPE D

INCLUDES THE TWO 12'-6" SECTIONS OF W-BEAM, POSTS,

OFFSET BRACKETS, RUBBING RAIL, CONNECTIONS, AND

ASSOCIATED HARDWARE.

15. PAYMENT FOR TYPE 2-S GUIDE RAIL PARAPET MOUNTED

INCLUDES THE RAIL ELEMENT, OFFSET BRACKETS,

CONNECTIONS AND ASSOCIATED HARDWARE.

16. CONCRETE BLOCK OUT IS A SEPARATE PAY ITEM. SEE

CONTRACT DRAWINGS FOR DETAILS.

17. POSTS WITH RUBBING RAIL ATTACHMENT REQUIRE AN

ADDITIONAL HOLE.

27

3

/4

" F

OR

T

YP

E 2

-S

31

" F

OR

T

YP

E 3

1-S

27

3

/4

" F

OR

T

YP

E 2

-S

31

" F

OR

T

YP

E 3

1-S

STRONG POST

GUIDE RAIL OR A

PROPER END

TREATMENT

SEE NOTE 6

4 @ 6'-3"= 25'

TYPE 2-S GUIDE RAIL OR

VERTICALLY TRANSITION TO

TYPE 31-S PER RC-51M

STRONG POST GUIDE RAIL INSTALLATION

(APPROACH END GUIDE RAIL TRANSITIONS

TYPE C & D)

JUNE 2018PTS-130

4 5

PTS-130-4.dwg

5A

4 @ 6'-3"= 25'

TYPE 2-S GUIDE RAIL OR

VERTICALLY TRANSITION TO

TYPE 31-S PER RC-51M

PAYMENT FOR THE HEIGHT TRANSITION IS

PAID AS TYPE 31 GUIDE RAIL.

PAYMENT FOR THE HEIGHT TRANSITION IS

PAID AS TYPE 31 GUIDE RAIL.

JUNE 18,2018

JUNE 14,2018

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AutoCAD SHX Text
~
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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

C6X8.2 RUBBING RAIL END DETAIL

6"

2" 3"

3"

1 1

/2

"

DRILL 1" DIA.

HOLE (TYP.)

TYPE A = 3'- 4" ; TYPE B = 5'- 1 1/4"

POST

1/4"

8" 5"

C

L

SPLICE

PLATE

TYP. EACH FLANGE

TRIM FLANGES, BEND WEB

AS SHOWN AND WELD

1/4"

1/2"

(FOR SPLICE PLATE DETAIL

SEE RC-50M)

SECTION VIEW

3/8"

3/8

"

TWO SECTIONS OF W-BEAM

RAIL ELEMENT ONE SET INSIDE

THE OTHER (FIRST PANEL)

4"

RUBBING RAIL

C6 X 8.2

POST- W6x8.5 OR 9

6"

21

3

/4

"

TYPE C = 4'- 10 3/4" ; TYPE D = 3'- 7"

GUIDE RAIL WITH RUB RAIL

MODIFIED ROUTED WOOD OR

PLASTIC OFFSET BRACKET

STRONG POST GUIDE RAIL INSTALLATION

(VARIOUS DETAILS)

JUNE 2018PTS-130

5 5

PTS-130-5.DWG

5A

27 3/4" FOR TYPE 2

31" FOR TYPE 31

JUNE 18, 2018

JUNE 14, 2018

NOTES:

1.062"

2.000"

TYPE A PLAIN WASHER

NOTE:

FOR ALL SPLICE BOLT CONNECTIONS,

PROVIDE A TYPE A PLAIN WASHER

BETWEEN BOLT HEAD AND TERMINAL

SECTION.

L

RECESSED OR

CHAMFERED

POST BOLT

SPLICE BOLT

NUT

0.134"

1 1/4"

1 1/4"

FOR FOUR (4) PANEL NESTED RAIL ELEMENT USE 2 1/8" SPLICE BOLT.

+0.03

-0.007

+0.03

-0.007

0.108" MIN

0.160" MAX

5/8" x 5/16"

OVAL SHOULDER

5/16"

5/8" x 5/16 "

OVAL SHOULDER

5/16"

5/8"

7/32"7/32"

1 5/16"1 5/16"

5/8"

5/8"

9/16"

RECESS 1/16" DEEP x 1" Ø

TYPE 2 GUIDE RAIL

1. ATTACH W-BEAM RAIL ELEMENTS TO EACH POST. SPLICE RAIL ELEMENTS ONLY

AT POSTS AND LAP IN THE DIRECTION OF TRAFFIC.

2. USE SPLICE BOLTS TO DEVELOP THE DESIGN STRENGTH OF THE RAIL ELEMENT.

3. USE SLOTTED ROUND-HEADED BOLTS TO PROVIDE FOR WRENCH OR

SCREWDRIVER.

4. TRANSITION THE HEIGHT OF GUIDE RAIL WHEN CONNECTING TYPE 2 TO

TYPE 31 GUIDE RAIL USING A 25'-0” LENGTH OF VERTICAL TRANSITION AS PER

RC-51M. PAYMENT FOR THE 25'-0” HEIGHT TRANSITION IN GUIDE RAIL IS PAID AS

TYPE 31 GUIDE RAIL.

USE L = 4 1/2" FOR ALL RUBBING RAIL TO GUIDE RAIL POST CONNECTIONS AND USE

L = 10" FOR ALL W-BEAM RAIL ELEMENT TO GUIDE RAIL POST AND ROUTED OFFSET

BRACKET CONNECTIONS.

BOLTS, NUTS, AND WASHERS

C

L

OPTIONAL HOLE

FOR RUB RAIL

MIN

SIDE VIEW

STEEL

POST

WITH WOOD OR

PLASTIC BRACKET

2 OPTIONAL HOLES

IN OPPOSITE FLANGE

FOR MEDIAN BARRIER

APPLICATIONS.

6'-0"

4"

2'-0"

ROUTED

OFFSET

BRACKET

FRONT

2"

10"

5"

5"

A

A

SECTION A-A

7"

1 1/8" TYP

NOTE: ALL HOLES ARE

13/16 " DIA UNLESS

OTHERWISE NOTED.

27 3/4"

1 1/8" TYP

8 3/4"

C

L

OPTIONAL HOLE

FOR RUB RAIL

MIN

SIDE VIEW

STEEL

POST

WITH WOOD OR

PLASTIC BRACKET

2 OPTIONAL HOLES

IN OPPOSITE FLANGE

FOR MEDIAN BARRIER

APPLICATIONS.

6'-0"

4"

2'-0"

W6 x 8.5 or W6 X 9.0 POST DETAILS

ROUTED

OFFSET

BRACKET

FRONT

2"

10"

5"

5"

A

A

C

L

SECTION A-A

1 1/8" TYP

NOTE: ALL HOLES ARE

13/16 " DIA UNLESS

OTHERWISE NOTED.

27 3/4"

7/8"

8 3/4"

TYPE 2 GUIDE RAIL

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~
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~
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~
AutoCAD SHX Text
~

RECOMMENDED:

APPROVED:

ASSISTANT CHIEF ENGINEER - DESIGN

CHIEF ENGINEER

TURN-

PIKE

PENNA

DATE:

OF

PENNSYLVANIA TURNPIKE COMMISSION

STANDARD DRAWING

DRAWING TYPE:

FILE NAME:

SHEET

TEMPORARY GUIDE RAIL CONNECTIONS

(STRONG POST GUIDE RAIL TO

TEMPORARY CONCRETE BARRIER)

DECEMBER 2017PTS-135

1 1

PTS-135-1.dwg

5A

DECEMBER 29, 2017

DECEMBER 28, 2017

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%%U TEMPORARY CONNECTION OF STRONG POST GUIDE RAIL TO TEMPORARY CONCRETE BARRIER
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%%u ELEVATION VIEW %%u
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NOTES:
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C
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L
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MODIFIED TERMINAL SECTION
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BRIDGE CONNECTION PER
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RC-51M
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TEMPORARY CONCRETE BARRIER
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END TRANSITION
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1'-6 3/4" MAX.
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31" FOR TYPE 31-S
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FIELD BEND GUIDE RAIL
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ELEMENT AS REQUIRED
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FOR W-BEAM CONNECTION TO
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TEMP. CONCRETE BARRIER, SEE
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SECTION A-A DETAILS, THIS SHEET
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A
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A
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DIRECTION OF TRAFFIC
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%%u PLAN VIEW %%u
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%%u DETAIL A %%u
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%%u TAPERED WASHERS %%u
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%%u SECTION A-A %%u
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4 - 7/8"%%c ALL-THREAD
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BOLTS LENGTH AS REQUIRED,
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WITH HEX NUTS AND TAPERED
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WASHERS
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8 - TAPERED WASHERS
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SEE DETAIL A
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THIS SHEET
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4 - 1"%%c HOLES
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FOR 7/8"%%c ALL-
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1. CONSTRUCT IN ACCORDANCE WITH SECTION 620 AND
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PTS-130 WHERE APPLICABLE.
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2. PROVIDE STRUCTURAL STEEL OR MALLEABLE IRON
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TAPERED WASHERS GALVANIZED IN ACCORDANCE
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WITH SECTION 1105.02(S).
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THREAD BOLTS
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OFFSET BRACKETS, MODIFIED TERMINAL SECTION
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4. CONNECTION INCLUDES ALL POSTS, RAIL ELEMENTS,
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AND IS CONSIDERED INCIDENTAL TO THE MAINTENANCE
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AND PROTECTION OF TRAFFIC.
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TEMPORARY
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4 @ 3'-1 1/2" = 12'-6"
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TYPE 2-SC OR TYPE 31-SC GUIDE RAIL
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L POSTS & BARRIER
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C
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3. INSTALL A MINIMIM OF 25-FEET OF TEMPORARY
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CONCRETE BARRIER AND THE TEMPORARY END
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TRANSITION PARALLEL TO THE GUIDE RAIL.
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5/16"
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1/8"
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1 1/2"
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1/4"
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1 1/2"
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1/4"
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1" DIA.
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12'-6"
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1'-0" MIN.
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27" FOR TYPE 2-S
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TYPE 2-SC OR TYPE 31-SC GUIDE RAIL

RECOMMENDED:

APPROVED:

ASSISTANT CHIEF ENGINEER - DESIGN

CHIEF ENGINEER

TURN-

PIKE

PENNA

DATE:

OF

PENNSYLVANIA TURNPIKE COMMISSION

STANDARD DRAWING

DRAWING TYPE:

FILE NAME:

SHEET

CONCRETE MEDIAN BARRIER &

CONCRETE GLARE SCREEN

(TRANSITION SECTIONS)

DECEMBER 2017PTS-140

1 3

PTS-140-1.dwg

5A

DECEMBER 29, 2017

DECEMBER 28, 2017

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CONC. MEDIAN
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48"
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46"
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3"
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34"
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PAV'T. SURFACE
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12'-0"
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CONC. MEDIAN
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BARRIER, 34" HEIGHT
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%%UTRANSITION SECTION, JERSEY SHAPE, 48" TO 34"
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FOR SECTIONS SEE SHEET 2 OF 3.
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BARRIER, 48"
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HEIGHT
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(JERSEY SHAPE)
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(JERSEY SHAPE)
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B
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B
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A
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%%UTRANSITION SECTION, F-SHAPE, 52" TO 34"
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3"
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C
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D
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C
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%%uTRANSITION SECTION, F-SHAPE TO JERSEY SHAPE, 34" TO 34"%%u
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3"
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D
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HEIGHT
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B
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%%UTRANSITION SECTION, JERSEY SHAPE TO F-SHAPE, 34" TO 52"
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3"
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B
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%%UTRANSITION SECTION, F-SHAPE TO JERSEY SHAPE, 52" TO 52"
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3"
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C
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3"
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E
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E
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(JERSEY SHAPE)
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CONC. GLARE SCREEN
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12'-0"

RECOMMENDED:

APPROVED:

ASSISTANT CHIEF ENGINEER - DESIGN

CHIEF ENGINEER

TURN-

PIKE

PENNA

DATE:

OF

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STANDARD DRAWING

DRAWING TYPE:

FILE NAME:

SHEET

CONCRETE MEDIAN BARRIER &

CONCRETE GLARE SCREEN

(TRANSITION SECTIONS)

DECEMBER 2017PTS-140

2 3

PTS-140-2.dwg

5A

DECEMBER 29, 2017

DECEMBER 28, 2017

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34"
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10"
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10" R.
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7"
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SLOTTED PLATE CONNECTION
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SEE NOTES 7 & 8
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1" R.
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%%uSECTION B-B, CONCRETE MEDIAN BARRIER, 34" HEIGHT%%u
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2"
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5"
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1" R.
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SECTION 623 AND SUPPLIED BY A MANUFACTURER LISTED IN BULLETIN 15.
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PROVIDE REINFORCEMENT FOR TRANSITION SECTIONS AS SHOWN ON
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2.
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3.
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MIN.
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C
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%%uSECTION A-A, CONCRETE MEDIAN BARRIER, 48" HEIGHT%%u
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24"
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10" R.
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48"
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5"
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5" MIN. TO
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1" R.
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34"
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5-1/2" MAX.
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PROVIDE CONCRETE TRANSITION SECTIONS WITH 2 - 1 1/4" DIAMETER
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LIFTING HOLES LOCATED 16" FROM THE TOP OF THE BARRIER SECTION.
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PROVIDE TRANSITION SECTIONS MEETING THE REQUIREMENTS OF
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RC-57M AND RC-59M.
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%%uSECTION C-C, CONCRETE GLARE SCREEN, 52" HEIGHT%%u
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%%uSECTION D-D, CONCRETE MEDIAN BARRIER, 34" HEIGHT%%u
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5"
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CONNECT CONCRETE MEDIAN BARRIER TO MEDIAN GUIDE RAIL AS
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SHOWN ON SHEET 3 OF 3.
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WHEN CONNECTING MEDIAN GUIDE RAIL TO CONCRETE MEDIAN
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BARRIER, 48" HEIGHT, INSTALL A TRANSITION SECTION, JERSEY
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SHAPE, AS SHOWN ON THIS SHEET.
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WHEN CONNECTING MEDIAN GUIDE RAIL TO CONCRETE GLARE SCREEN, INSTALL
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A TRANSITION SECTION, F-SHAPE, AS SHOWN ON THIS SHEET.
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WHEN CONNECTING CONCRETE GLARE SCREEN TO CONCRETE MEDIAN
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BARRIER, 34 HEIGHT (JERSEY SHAPE) INSTALL A TRANSITION SECTION,
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F-SHAPE TO JERSEY SHAPE AND A TRANSITION SECTION, JERSEY SHAPE
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AS SHOWN ON THIS SHEET.
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IF REINFORCEMENT STEEL IS USED, PROVIDE, A MINIMUM OF 4 REINFORCEMENT
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CHAIRS PER BARRIER SECTION.
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A.
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B.
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%%uSLOT DETAIL%%u
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7/16"
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4"
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%%uSLOTTED PLATE CONNECTION%%u
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5/16"
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4"
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(SEE NOTE 8)
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STEEL PLATE
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3/8" MIN. TO 1" MAX.
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4"
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+0"
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-1/16"
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9/16"
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%%uPERMISSIBLE TAPER%%u
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34" OR 48"
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+1/16"
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-0
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27"
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PROVIDE SLOTTED PLATE CONNECTIONS BETWEEN BARRIER SECTIONS AS SHOWN ON
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THIS SHEET FOR SECTION A-A, SECTION B-B AND SECTION E-E AND AS SHOWN
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ON RC-57M FOR SECTION C-C AND SECTION D-D.
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PROVIDE PLATES (5/16" X 7" X 27") FOR SECTION A-A, SECTION B-B AND
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SECTION E-E (1/2" X 12" X 27") FOR SECTION C-C AND SECTION D-D MEETING
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THE REQUIREMENTS OF SECTION 1105. GALVANIZE PLATES IN ACCORDANCE
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WITH SECTION 1105.
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7.
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8.
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(JERSEY SHAPE)
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(JERSEY SHAPE)
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(JERSEY SHAPE BARRIER)
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%%USECTION E-E, CONCRETE GLARE SCREEN, 52" HEIGHT
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(JERSEY SHAPE)
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24"
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52"
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10" R.
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10"
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5"
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7"
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2"
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SLOTTED PLATE CONNECTION
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1" R.
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SEE NOTES 7 & 8
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12"
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1" R.
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C
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L
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6"
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4" MIN. TO 6" MAX.

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(TRANSITION TO MEDIAN GUIDE RAIL)

DECEMBER 2017PTS-140

3 3

PTS-140-3.dwg

5A

DECEMBER 29, 2017

DECEMBER 28, 2017

AutoCAD SHX Text
%%u MEDIAN BARRIER GUIDE RAIL TRANSITION TO CONCRETE MEDIAN BARRIER (PERMANENT) %%u
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C
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L
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%%u DETAIL A %%u
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%%u TAPERED WASHERS %%u
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%%u SECTION A-A %%u
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7/8"%%c ALL-THREAD
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BOLTS LENGTH AS
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REQUIRED WITH HEX
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NUTS AND TAPERED
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8 - TAPERED WASHERS
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SEE DETAIL A
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THIS SHEET
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%%u ELEVATION VIEW B %%u
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TAPER TO MEET TYPE 31-SM
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*1
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2
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3
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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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%%u ELEVATION VIEW A %%u
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12'-6"
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31"
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%%u PLAN VIEW %%u
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CONCRETE MEDIAN
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1'-6 3/4" = 7'-9 3/4"
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FOR W-BEAM CONNECTIONS TO
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BARRIER
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CONCRETE MEDIAN BARRIER,
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SEE SECTION A-A
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2'-8"
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12'-6" (TWO SECTIONS OF W-BEAM, ONE SET INSIDE THE OTHER)
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DRILL 3/4"%%c HOLE
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IN W-BEAM TO
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MOUNT SPACER
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1'-8 3/4"
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6"
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4'-0"
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4'-8 1/4"
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SCHEDULE 40 GALV. PIPE,
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6" (I.D.)X 12"
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STEEL SPACER TUBE,
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1'-6 3/4"
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*1
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1'-6 3/4"
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6"
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2
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3
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31"
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4
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TAPER TO MEET TYPE 31-SM
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4 @ 3'-1 1/2" = 12'-6"
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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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TYPE 31-SM MEDIAN BARRIER GUIDE RAIL TRANSITION TO CONCRETE MEDIAN BARRIER (PERMANENT)
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CONCRETE MEDIAN
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BARRIER
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MODIFIED TERMINAL SECTION,
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BRIDGE CONNECTION PER RC-51M
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MODIFIED TERMINAL SECTION,
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BRIDGE CONNECTION PER RC-51M
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3'-1 1/2" = 12'-6"
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10'-0"
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5'-0"
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5'-0"
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8"
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3"
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3"
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FIELD BEND ELEMENT
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AS REQUIRED, BOTH SIDES
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TRAFFIC
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ELEVATION VIEW B
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ELEVATION VIEW A
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TRAFFIC
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CONCRETE MEDIAN BARRIER
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A
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A
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MEDIAN
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C
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L
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7/8"%%c ALL-THREAD
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4 - 1"%%c HOLES FOR
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BOLTS
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INSTALL PARALLEL TO BARRIER
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PAY LIMIT FOR TYPE 31-SM MEDIAN BARRIER GUIDE RAIL TRANSITION TO CONCRETE MEDIAN BARRIER (PERMANENT)
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INSTALL PARALLEL TO BARRIER
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WASHERS
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1/4"
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1" DIA.
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1-1/2"
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5/16"
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1/4"
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1-1/2"
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1/8"
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PLASTIC OFFSET BRACKET
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ROUTED WOOD OR
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1'-6 3/4"
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1'-6 3/4"
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1'-6 3/4"
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2'-8"
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6"
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1'-8 3/4"
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5'-2 1/4"
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1'-6 3/4"
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1'-6 3/4"
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1'-6 3/4"
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1'-6 3/4"
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1'-6 3/4"
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4 @ 3'-1 1/2" = 12'-6"
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NOTES: 1. PROVIDE MATERIALS AS PER RC-51M AND IN PROVIDE MATERIALS AS PER RC-51M AND IN ACCORDANCE WITH SECTION 620. USE W6x8.5 OR 9 POSTS. 2. GALVANIZE ALL HARDWARE, GUIDE RAIL MATERIAL AND GALVANIZE ALL HARDWARE, GUIDE RAIL MATERIAL AND POSTS IN ACCORDANCE WITH SECTION 1109. 3. ATTACH MODIFIED TERMINAL SECTION, BRIDGE ATTACH MODIFIED TERMINAL SECTION, BRIDGE CONNECTIONS AND RUB RAIL FLUSH WITH FACE OF CONCRETE MEDIAN BARRIER. 4. PROVIDE #1, #2, & #3 POSTS 8'-0" LONG AND EMBED PROVIDE #1, #2, & #3 POSTS 8'-0" LONG AND EMBED THEM 2'-10" DEEPER THAN THE OTHER POSTS. 5. W-BEAM AND RUB RAIL ARE BOLTED TO THE POSTS THAT W-BEAM AND RUB RAIL ARE BOLTED TO THE POSTS THAT ARE DENOTED THUS (*). BOLT RUB RAIL TO POSTS WITHOUT USING WASHERS. 6. PROVIDE RUB RAIL AS PER RC-50M AND SHOWN ON PROVIDE RUB RAIL AS PER RC-50M AND SHOWN ON PTS-130 FOR A TYPE B APPROACH END TRANSITION. 7. PROVIDE STRUCTURAL STEEL OR MALLEABLE IRON PROVIDE STRUCTURAL STEEL OR MALLEABLE IRON TAPERED WASHERS GALVANIZED IN ACCORDANCE WITH SECTION 1105.02(s).

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STANDARD DRAWING

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CONCRETE GLARE SCREEN

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OVER MODIFIED TYPE M INLET

OCTOBER 2011PTS-141

1 1

PTS-141.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

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ROADWAY
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ROADWAY
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BLOCK-OUT
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OVER INLET
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GRATE
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ACCESS DOOR
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CONCRETE GLARE
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SCREEN OR CONCRETE
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RECONSTRUCT INLET WALLS
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OF MODIFIED TYPE M INLET
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S.E.
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S.E.
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MIN.
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C TURNPIKE
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EXISTING MODIFIED
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SECTION B-B
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B
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C
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C MODIFIED TYPE M INLET
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3'-9"
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CONCRETE GLARE SCREEN OR CONCRETE MEDIAN BARRIER - SPECIAL
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B
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C
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12'-0"
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STEEL PLATE ACCESS DOOR,
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RECESSED, SEE DETAIL A & NOTE 6
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1/2" TYPICAL
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CURB LINE
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1" CLOSED CELL NEOPRENE SPONGE
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7'-0"
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FORM SLOTS, 4" HIGH x 12" DEEP
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DRAIN
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BARRIER RECESS DETAIL
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FOR ACCESS DOOR
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CONCRETE GLARE SCREEN OR CONCRETE MEDIAN BARRIER - SPECIAL
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1/2" x 4" STUD WITH
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1/2" x 2" SLEEVE OR
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1/2" MASONARY INSERT
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2" x 2" 1/4"
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DETAIL B
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ATTACHMENT METHOD
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29%%d
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2" x 2" x 1/4" (2'-10" LONG)
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WELDED STIFFENERS (TYP.)
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DETAIL A
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SECTIONAL VIEW OF ACCESS DOOR
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1"
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CLASS A CEMENT CONCRETE
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ROADWAY
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S.E.
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S.E.
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ROADWAY
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SECTION C-C
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12'-0"
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DRAIN
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ELEVATION VIEW
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NOTES:
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12'-0"
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1/2" DEEP
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RECESSION
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4"X12" DEEP RECESS (TYP.)
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12" X 12" DEEP RECESS
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FOR INLET.
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SLOTTED PLATE CONNECTION
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SEE NOTE 5
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%%uORTHOGRAPHIC VIEW%%u
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(TYP.)
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EXIST. BIT. PAV'T.
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EXIST. BIT. PAV'T.
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AFTER FABRICATION IS COMPLETE, GALVANIZE STEEL PLATE IN ACCORDANCE WITH
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THREADED INTO SLEEVE OR MASONRY INSERTS.
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OR CONCRETE MEDIAN BARRIER - SPECIAL. USE 1/2" STAINLESS STEEL BOLTS
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6.
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PROVIDE CONCRETE GLARE SCREEN OR CONCRETE MEDIAN BARRIER MEETING THE
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PROVIDE REINFORCEMENT AS SHOWN ON RC-57M FOR MEDIAN BARRIER OR RC-59M
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PROVIDE CONCRETE MEDIAN BARRIER & GLARE SCREEN SECTIONS WITH 2 - 1 1/4"
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MANUFACTURE BARRIER WITH A MAXIMUM HEIGHT TOLERANCE OF 1/4".
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PROVIDE SLOTTED PLATE CONNECTIONS BETWEEN BARRIER SECTIONS AS SHOWN ON
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RC-57M.
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1.
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2.
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3.
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4.
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5.
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SECTION 1105.02(S).
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SEE DETAIL B FOR METHOD OF ATTACHING ACCESS DOOR TO CONCRETE GLARE SCREEN
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7.
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REQUIREMENTS OF SECTION 622, 623 AND 714, AND SUPPLIED BY A MANUFACTURER
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LIFTING HOLES LOCATED 16" FROM THE TOP OF THE BARRIER SECTION.
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TYPE M INLET
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8.
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SEE RC-57M AND RC-59M FOR TYPICAL CONCRETE MEDIAN BARRIER AND CONCRETE
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1/2" DEEP RECESSION (TYP.)
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5"
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3'-0"
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5"
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5"
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5"
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7"
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22" OR 40"
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1'-2"
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7 1/4"
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1'-0"
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8"
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2'-6"
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3'-0"
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8"
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5/8" HOLES
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1"
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2'-0"
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6"
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1'-0"
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5"
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29" OR 47"
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1'-0"
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EXISTING 4'-0" MEDIAN
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9"
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7'-3"
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10'-0"
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1'-0"
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1'-0"
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4'-0" MEDIAN
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1"
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1"
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5"
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6"
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2"
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9"
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3"
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8"
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6"
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3"
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2'-6"
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8"
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4'-0" MEDIAN
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EXIST. 10"
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R.C.C. PAV'T.
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8"
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6"
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6"
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4"
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4"
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9 1/4"
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EXIST. 10"
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R.C.C. PAV'T.
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DRAIN AREA (9 1/4" x 6")
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1 1/4"
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4 1/2"
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1/4"
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2 1/4"
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4"
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8 5/8"
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3/8" STEEL PLATE
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1 1/2"
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BEND OR GROOVE WELD
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(1" x 3/8") BAR
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TO MAIN P
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L
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3/8"
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3 1/4"
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1 1/4" (TYP.)
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(6 REQUIRED)
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12"
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1'-0"
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3'-0"
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2'-0"
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6"
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1'-0"
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35%%d
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29%%d
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GLARE SCREEN SECTIONS.
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%%uPLAN VIEW%%u
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%%uCONCRETE GLARE SCREEN OR CONCRETE MEDIAN BARRIER - SPECIAL%%u
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1 1/4" (TYP.)
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6"
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1'-0"
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1"%%p (TYP.)
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LISTED IN BULLETIN 15.
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C STUD
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L
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12" x 12"
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12"
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1 1/2" (TYP.)
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MEDIAN BARRIER SPECIAL
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1'-0"
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2'-0"
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6"
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1'-6"
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6"
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1'-6"
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2'-0"
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6"
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L
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C MEDIAN
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L
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FOR GLARE SCREEN.
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L

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DATE:

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STANDARD DRAWING

DRAWING TYPE:

FILE NAME:

SHEET

SINGLE FACE CONCRETE BARRIER

(52" BARRIER DETAILS)

JANUARY 2015PTS-142

1 5

PTS-142-1.dwg

5A

JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
%%uELEVATION VIEW%%u
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%%uTYPICAL BARRIER SECTION%%u
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%%uORTHOGRAPHIC VIEW%%u
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12'-0"
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5"
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52"
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%%uPLAN VIEW%%u
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11-1/2"
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21"
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%%uSECTION A-A, 52" BARRIER%%u
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52"
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3"
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7"
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10" R.
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11-1/2"
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5"
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11-3/4"
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(F SHAPE)
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NOTES:
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21"
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4-1/2"
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A
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A
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1. PROVIDE SINGLE FACE CONCRETE BARRIER MEETING THE PROVIDE SINGLE FACE CONCRETE BARRIER MEETING THE REQUIREMENTS OF SECTION 623 AND SUPPLIED BY A MANUFACTURER LISTED IN BULLETIN 15. 2. PROVIDE REINFORCEMENT FOR 52" SINGLE FACE CONCRETE PROVIDE REINFORCEMENT FOR 52" SINGLE FACE CONCRETE BARRIER AS SHOWN ON SHEET 3 OF 4. 3. PROVIDE SINGLE FACE CONCRETE BARRIER SECTIONS WITH PROVIDE SINGLE FACE CONCRETE BARRIER SECTIONS WITH 2-1 1/4" LIFTING HOLES LOCATED 16" FROM THE TOP OF THE BARRIER SECTION. 4. PROVIDE SINGLE FACE CONCRETE BARRIER SECTIONS WITH PROVIDE SINGLE FACE CONCRETE BARRIER SECTIONS WITH TWO EQUALLY SPACED 2 INCH DIAMETER WEEP HOLES WHICH OUTLET 5 INCHES FROM THE BASE OF THE BARRIER. GROUT WEEP HOLES IN SINGLE FACE CONCRETE BARRIER INSTALLED ADJACENT TO BRIDGE ABUTMENTS OR OVER PAVEMENT BASE DRAIN. 5. PROVIDE SLOTTED PLATE CONNECTIONS BETWEEN BARRIER PROVIDE SLOTTED PLATE CONNECTIONS BETWEEN BARRIER SECTIONS AS SHOWN ON RC-58M. REINFORCE SLOT AS REINFORCE SLOT AS SHOWN ON RC-58M. 6. PROVIDE PLATES (1/2" X 12" X 27") MEETING THE PROVIDE PLATES (1/2" X 12" X 27") MEETING THE REQUIREMENTS OF SECTION 1105. GALVANIZE PLATES AS SPECIFIED IN SECTION 1105. 7. ROUND OR CHAMFER HORIZONTAL EDGES WITH A RADIUS OF ROUND OR CHAMFER HORIZONTAL EDGES WITH A RADIUS OF 1" EXCEPT AS SHOWN.
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SLOTTED PLATE CONNECTION SEE NOTE 5
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SLOTTED PLATE CONNECTION SEE NOTE 5
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WEEP HOLES SEE NOTE 4
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2"
AutoCAD SHX Text
SHOULDER OR GUTTER LINE

RECOMMENDED:

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DRAWING TYPE:

FILE NAME:

SHEET

SINGLE FACE CONCRETE BARRIER

(52" BARRIER DETAILS)

JANUARY 2015PTS-142

2 5

PTS-142-2.dwg

5A

JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
%%uTYPICAL REINFORCEMENT DETAILS FOR 52" BARRIER%%u
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%%uREINFORCEMENT STEEL%%u
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OF SECTION 709, WITH A MINIMUM CONCRETE COVER
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OF 1 1/2-INCHES OR AS SHOWN HERE.
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IF REINFORCEMENT STEEL IS USED, PROVIDE A
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1.
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2.
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NOTES:
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%%uSECTION A-A%%u
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52"
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21"
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11-1/2"
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C
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L
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MINIMUM OF 4 REINFORCEMENT CHAIRS PER BARRIER
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6"
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2"
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A
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5"
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5 1/2" MIN.
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#4 BARS (TYP.)
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EPOXY COATED
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EPOXY COATED
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WWF 6X6-W2.9 X W2.9 (TYP.)
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PROVIDE REINFORCEMENT MEETING THE REQUIREMENTS
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SECTION.
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18"
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A
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%%uSECTION B-B%%u
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%%uWELDED WIRE FABRIC%%u
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21"
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B
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52"
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C
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L
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5 1/2" MIN.
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B
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1 1/2" MIN.
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1 1/2" MIN.
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2"
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SEE RC-58M FOR LOCATION OF SLOTTED PLATE
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CONNECTIONS & STIRRUPS
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11-1/2"

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SINGLE FACE CONCRETE BARRIER

(TRANSITION SECTIONS 52" TO 34")

JANUARY 2015PTS-142

3 5

PTS-142-3.dwg

5A

JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
%%uELEVATION VIEW%%u
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12'-0"
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5"
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52"
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34"
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%%uPLAN VIEW%%u
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12'-0"
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34"
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5"
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52"
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7 1/4"
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%%uRIGHT TRANSITION SECTION%%u
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%%uELEVATION VIEW%%u
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%%uLEFT TRANSITION SECTION%%u
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%%uORTHOGRAPHIC VIEW%%u
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11-3/4"
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%%uSECTION B-B, 34" BARRIER%%u
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CONNECTION
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SLOTTED PLATE
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34"
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10"
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10" R.
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7"
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5"
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2 1/4"
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9-1/2"
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A
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A
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B
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B
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%%uPLAN VIEW%%u
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9-1/2"
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7 1/4"
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A
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A
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B
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B
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SLOTTED PLATE
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CONNECTION
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11-3/4"
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%%uSECTION A-A, 52" BARRIER%%u
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52"
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10" R.
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7"
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11-1/2"
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4-1/2"
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5"
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SEE NOTE 4
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SEE NOTE 4
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PROVIDE END TRANSITIONS AS SHOWN ON RC-58M.
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ROUND OR CHAMFER HORIZONTAL EDGES WITH A RADIUS OF
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1" EXCEPT AS SHOWN.
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OF SECTION 1105. GALVANIZE AS SPECIFIED IN SECTION 1105.
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PROVIDE PLATES (1/2" X 12" X 27") MEETING THE REQUIREMENTS
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THE PROPOSED LOCATION. REINFORCE SLOT AS SHOWN ON RC-58M.
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SHOWN ON RC-58M WITH A MAXIMUM TOLERANCE OF 1/8 INCH FROM
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AND 34" OR 41" SINGLE FACE BARRIER (F-SHAPE) OR END TRANSITIONS AS
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PROVIDE SLOTTED PLATE CONNECTIONS BETWEEN TRANSITION SECTIONS
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ON RC-58M.
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SECTIONS AS SHOWN ON RC-58M. REINFORCE SLOT AS SHOWN
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PROVIDE SLOTTED PLATE CONNECTIONS BETWEEN TRANSITION
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PROVIDE REINFORCEMENT FOR 52" SINGLE FACE CONCRETE
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PROVIDE TRANSITION SECTIONS WITH 2-1 1/4" LIFTING HOLES
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REQUIREMENTS OF SECTION 623 AND SUPPLIED BY A
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MANUFACTURER LISTED IN BULLETIN 15.
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LOCATED 16" FROM THE TOP OF THE BARRIER SECTION.
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PROVIDE SINGLE FACE CONCRETE BARRIER MEETING THE
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BARRIER AS SHOWN ON SHEET 2 OF 5.
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8.
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7.
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6.
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5.
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4.
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3.
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2.
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NOTES:
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1.
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21"
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17 1/4"
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10"
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11-1/2"
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11-1/2"
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10"
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%%uORTHOGRAPHIC VIEW%%u
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SLOTTED PLATE CONNECTION
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%%uLEFT TRANSITION SECTION%%u
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%%uRIGHT TRANSITION SECTION%%u
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SLOTTED PLATE CONNECTION
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3"
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2"
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SHOULDER OR GUTTER LINE
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3"
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2"
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SHOULDER OR GUTTER LINE

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STANDARD DRAWING

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SINGLE FACE CONCRETE BARRIER

(TRANSITION SECTIONS 59" TO 41")

JANUARY 2015PTS-142

4 5

PTS-142-4.dwg

5A

JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
%%uPLAN VIEW%%u
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%%uRIGHT TRANSITION SECTION%%u
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%%uELEVATION VIEW%%u
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%%uORTHOGRAPHIC VIEW%%u
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%%USECTION B-B, 41" 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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%%USECTION A-A, 59" BARRIER
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FOR NOTES SEE SHEET 3 OF 5.
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%%uORTHOGRAPHIC VIEW%%u
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4-1/2"
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10" R.
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SLOTTED PLATE CONNECTION SEE NOTE 4
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SLOTTED PLATE CONNECTION SEE NOTE 4
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9"
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2-3/8"
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4-7/8"
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%%uPLAN VIEW%%u
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%%ULEFT TRANSITION SECTION
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%%uELEVATION VIEW%%u
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B
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B
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A
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A
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SLOTTED PLATE CONNECTION SEE NOTE 4
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SLOTTED PLATE CONNECTION SEE NOTE 4
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3"
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9"
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3"
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SHOULDER OR GUTTER LINE
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SHOULDER OR GUTTER LINE

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(INSTALLATION DETAILS)

JANUARY 2015

PTS-142

5 5

PTS-142-5.dwg

5A

JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
%%uSINGLE FACE CONCRETE BARRIER%%u
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%%uOVER EXISTING INLET%%u
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NOTCHED AREA
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FOR INLET
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%%uSECTION A-A%%u
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10'-0", 12'-0" OR 12'-6"
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INLET LENGTH + 1"
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NOTES:
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%%uELEVATION VIEW%%u
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WITH 6" PAVEMENT BASE DRAIN
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6" PAVEMENT BASE DRAIN
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SEAL WITH PG64-22
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6" MIN.
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15"
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30"
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AGGREGATE
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NO. 57 COARSE
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BACKFILL WITH
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SEE CONTRACT DRAWINGS
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MIN.
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12"
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12"
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3"
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3"
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12"
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12"
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MIN.
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ON CUT SLOPE
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6" NO. 8 COARSE AGGREGATE (LOOSE)
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2" NO. 8 COARSE AGGREGATE (COMPACTED)
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SINGLE FACE CONCRETE BARRIER
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SINGLE FACE CONCRETE BARRIER
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X = WIDTH OF INLET WALL
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52" OR 41"
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NO. 8 COARSE AGGREGATE,
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(COMPACTED)
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1.
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PROPOSED SHOULDER
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FOR PROPOSED WORK
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PROPOSED SHOULDER
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SEE CONTRACT DRAWINGS
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FOR PROPOSED WORK
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WEEP HOLES
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%%uON CUT SLOPE%%u
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%%uSINGLE FACE CONCRETE BARRIER%%u
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EXISTING SHOULDER
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SINGLE FACE
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EXISTING
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NO. 57 COARSE
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EXISTING
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AGGREGATE
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1/3 h
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h
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BACKFILL WITH
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NO. 57 COARSE
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AGGREGATE
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SEAL WITH PG64-22
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1/3 h
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h
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REMOVE ACCUMULATED
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SOIL, ROCK AND/OR
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TALUS MATERIAL.
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EXIST. SLOPE
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%%uCLEANING BEHIND EXISTING%%u
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17 1/4"
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OR 21"
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X
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1 1/2"
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CONC. BARRIER
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(SEE NOTE 1)
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(SEE NOTE 1)
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1/3 h
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h
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IF INDICATED IN THE CONTRACT DRAWINGS
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EXCAVATE THE EXISTING SLOPE (2:1 OR
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FLATTER IN SOILS, 1 1/4:1 OR FLATTER IN
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ROCK) TO ACCOMODATE THE INSTALLATION
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OF THE BARRIER.
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%%uIN FRONT OF EXISTING SLOPE%%u
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%%uPLACEMENT OF SINGLE FACE CONCRETE BARRIER%%u
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1 1/2 h MIN
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SINGLE FACE CONC. BARRIER
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1.5H:1V MAX.
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1/3 h
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AGGREGATE (LOOSE)
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NO. 57 COARSE
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EXISTING SLOPE
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h = 41" OR 52"
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A
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A
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41" OR 52" SINGLE FACE CONC. BARRIER
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41" OR 52" SINGLE FACE CONC. BARRIER
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1 1/2"
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3"
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SEAL WITH PG64-22
AutoCAD SHX Text
3"
AutoCAD SHX Text
SEAL WITH PG64-22
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"

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TYPE I AND TYPE II

DECEMBER 2017PTS-145

1 2

PTS-145-1.dwg

5A

DECEMBER 29, 2017

DECEMBER 28, 2017

AutoCAD SHX Text
2" CLR.
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6'-0"
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6'-0"
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10%%d
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TYPE B INSERT
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6"
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6"
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6"
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6"
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32"
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8"
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1'-1 3/4"
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2 3/8"
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0" TO 4 7/8"
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1'-1 3/4" TO 1'-9"
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SHOULDER
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1'-9"
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6"
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6"
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6"
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2" CLR.
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SEE NOTE 7
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WWF 6X6 - W2.9XW2.9 (EPOXY COATED)
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TIE TO ANCHOR
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3/4"%%c ANCHOR
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END OF ABUTMENT/PIER
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3/4"%%c ANCHOR
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(SEE NOTE 2)
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(TRANSITION TO STRONG POST GUIDE RAIL)
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W
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X
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W
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X
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%%u SECTION W-W%%u
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%%u SECTION X-X%%u
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%%u PLAN %%u
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%%u ELEVATION %%u
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5'-10 1/2"
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1'-9"
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VARIES, 0" TO 2 3/8"
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0" TO 4 7/8"
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6'-0"
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SHOULDER
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6"
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6"
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41"
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WWF 6X6 - W2.9XW2.9 (EPOXY COATED)
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TIE TO ANCHOR
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3/4"%%c ANCHOR
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END OF ABUTMENT/PIER
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Z
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Z
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%%uSECTION Y-Y%%u
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%%uPLAN%%u
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%%uELEVATION%%u
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1'-9"
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SLOTTED PLATE
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CONNECTION
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6'-0"
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%%uABUTMENT TRANSITION PIECE TYPE II%%u
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%%uABUTMENT TRANSITION PIECE TYPE I%%u
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2" CLR. (TYP.)
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2" MIN.
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FRONT FACE OF ABUTMENT
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OR PIER
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EXISTING
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ABUTMENT/PIER
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~
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~
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SEE NOTE 1
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~
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~
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FRONT FACE OF ABUTMENT
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OR PIER
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8"
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CLR.
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(TRANSITION TO 41" HEIGHT SINGLE FACE CONCRETE BARRIER)
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SURFACE OF
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SURFACE OF
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SHOULDER
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SURFACE OF
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SHOULDER
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%%u SECTION V-V%%u
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2"
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6"
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34"
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1'-9"
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(TYP.)
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(TYP.)
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SEE NOTE 3
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SEE NOTE 6
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EXISTING
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ABUTMENT/PIER
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SEE NOTE 6
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11-3/4"
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SEE NOTE 6
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SEE NOTE 6
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2" CLR.
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(TYP.)
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2"
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SURFACE OF
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%%uSECTION Z-Z%%u
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SURFACE OF
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SHOULDER
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VARIES, 0" TO 4 7/8"
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6"
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6"
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2" CLR. (TYP.)
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VARIES, 1'-1 3/4" TO 1'-9"
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VARIES, 0" TO 2 3/8"
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1'-9"
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9"
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V
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V
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E.P.
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VARIES
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TRAFFIC FLOW
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(F-SHAPE)
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(F-SHAPE)
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(F-SHAPE)
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7"
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Y
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Y
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7"
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3"
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7"
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2"
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3"
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9"
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3"
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SHOULDER WIDTH
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E.P.
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TRAFFIC FLOW
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VARIES
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SHOULDER WIDTH
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4" BIT. BINDER COURSE
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VARIES,
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VARIES,
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VARIES,
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PG 64-22
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SEAL WITH
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3" (TYP.)
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12" (TYP.)
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PG 64-22
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SEAL WITH
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PG 64-22
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SEAL WITH
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PG 64-22
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SEAL WITH
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3" (TYP.)
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12" (TYP.)
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PG 64-22
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SEAL WITH
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6"
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6"
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6"
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6"
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8"
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3/4"%%c ANCHOR
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(SEE NOTE 2)
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1'-9"
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(TYP.)
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2" CLR.
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34"
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34"
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41"
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NO. 57 COARSE
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BACKFILL WITH
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AGGREGATE
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6"
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NO. 57 COARSE
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BACKFILL WITH
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AGGREGATE
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FOR NOTES SEE SHEET 2 OF 2.
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SEE NOTE 7
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32"
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9" MIN.
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41"
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4" BIT. BINDER COURSE
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4" BIT. BINDER COURSE
AutoCAD SHX Text
4" BIT. BINDER COURSE
AutoCAD SHX Text
4" BIT. BINDER COURSE

RECOMMENDED:

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TYPE III

DECEMBER 2017PTS-145

2 2

PTS-145-2.dwg

5A

DECEMBER 29, 2017

DECEMBER 28, 2017

AutoCAD SHX Text
6'-0"
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12"
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12"
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50"
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8"
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SHOULDER
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1'-9"
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6"
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6"
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52"
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SEE NOTE 7.
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NO. 57 COARSE
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BACKFILL WITH
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WWF 6X6 - W2.9XW2.9 (EPOXY COATED)
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TIE TO ANCHOR
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3/4"%%c ANCHOR
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END OF ABUTMENT/PIER
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1.
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NOTES:
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3/4"%%c ANCHOR
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Z
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Z
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%%uSECTION Y-Y%%u
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%%uPLAN%%u
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%%uELEVATION%%u
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1'-9"
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SLOTTED PLATE
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CONNECTION
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6'-0"
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%%UABUTMENT TRANSITION PIECE TYPE III
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~
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~
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FRONT FACE OF ABUTMENT
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OR PIER
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8"
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CLR.
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2" CLR. (TYP.)
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6"
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(TRANSITION TO 52" HEIGHT SINGLE FACE CONCRETE BARRIER)
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SEE BC-734M FOR DETAILS OF TYPE B INSERT.
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VERIFY LOCATION OF SLOT TO ENSURE IT MATCHES UP WITH
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SLOT ON SINGLE FACE CONCRETE BARRIER.
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CONSTRUCT USING CLASS AA CEMENT CONCRETE IN
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ACCORDANCE WITH SECTION 704.
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PROVIDE REINFORCEMENT MEETING THE REQUIREMENTS
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OF SECTION 709.
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4.
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5.
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SEE NOTE 3
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END OF ABUTMENT WALL MAY NOT BE PERPENDICULAR
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TO ROADWAY. IF PRECAST UNITS ARE USED, THE
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6.
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CONTRACTOR MUST FIELD VERIFY THE ABUTMENT
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ANGLE PRIOR TO PRECASTING TO ENSURE A PROPER
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INSTALLATION.
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EXISTING
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ABUTMENT/PIER
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SEE NOTE 6
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11-3/4"
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SEE NOTE 6
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SURFACE OF
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AGGREGATE
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%%uSECTION Z-Z%%u
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SURFACE OF
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SHOULDER
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VARIES, 0" TO 5"
AutoCAD SHX Text
6"
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2" CLR. (TYP.)
AutoCAD SHX Text
VARIES, 11 1/2" TO 1'-9"
AutoCAD SHX Text
VARIES, 0" TO 4 1/2"
AutoCAD SHX Text
1'-9"
AutoCAD SHX Text
2"
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4" BIT. BINDER COURSE
AutoCAD SHX Text
(F-SHAPE)
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7"
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Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
TRANSITION PIECE AS SHOWN ON RC-58M. CONTRACTOR TO
AutoCAD SHX Text
PROVIDE A SLOT AND REINFORCEMENT STIRRUPS IN THE
AutoCAD SHX Text
3.
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2"
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3"
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USE ADHESIVE ANCHORS IN THE EXISTING ABUTMENT OR PIER
AutoCAD SHX Text
COLUMNS TO CONNECT THE ABUTMENT TRANSITION PIECE TO THE
AutoCAD SHX Text
PIER. ANCHORS ARE TO BE STEEL REINFORCEMENT fy = 60 KSI,
AutoCAD SHX Text
E.P.
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TRAFFIC FLOW
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VARIES
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SHOULDER WIDTH
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DRILL HOLE IN ABUTMENT OR PIER COLUMN TO THE DEPTH AND DIAMETER
AutoCAD SHX Text
7.
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4" BIT. BINDER COURSE
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PROVIDE 2 INCH CONCRETE COVER ON REINFORCEMENT BARS UNLESS
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ALL REINFORCEMENT BARS TO BE EPOXY COATED.
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2.
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EPOXY COATED OR GALVANIZED.
AutoCAD SHX Text
PG 64-22
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SEAL WITH
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3" (TYP.)
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12" (TYP.)
AutoCAD SHX Text
PG 64-22
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SEAL WITH
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AS PER THE MANUFACTORS RECOMMENDATIONS FOR A 3/4"%%C ANCHOR.
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8.
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9.
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NOTED OTHERWISE.
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6"
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12"
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2" MIN.
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52"
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NO. 57 COARSE
AutoCAD SHX Text
BACKFILL WITH
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6"
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AGGREGATE

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JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
END OF PIER (SEE NOTE 6)
AutoCAD SHX Text
52"
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12" (TYP.)
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%%USECTION B-B
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PIER (SEE NOTE 6)
AutoCAD SHX Text
%%uELEVATION%%U
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3"
AutoCAD SHX Text
#4 STIRRUPS
AutoCAD SHX Text
#4 BARS
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#4 @ 2" SPACING
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
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52"
AutoCAD SHX Text
#4 FULL LENGTH OF BARRIER (3 REQ'D.)
AutoCAD SHX Text
#4 STIRRUP
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
2"
AutoCAD SHX Text
3"
AutoCAD SHX Text
12"
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24"
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52"
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5"
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7"
AutoCAD SHX Text
SLOTTED PLATE CONNECTION
AutoCAD SHX Text
R=10"
AutoCAD SHX Text
5"
AutoCAD SHX Text
5"
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5"
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R=1"
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R=1"
AutoCAD SHX Text
2"
AutoCAD SHX Text
PAVEMENT SURFACE
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2"
AutoCAD SHX Text
#4 STIRRUP, 5 REQ'D. THIS END OF BARRIER
AutoCAD SHX Text
12"
AutoCAD SHX Text
#4 STIRRUP (2 REQ'D.)
AutoCAD SHX Text
8"
AutoCAD SHX Text
7"
AutoCAD SHX Text
#4, 1'-10" LG. SPACED AT 4'-0"
AutoCAD SHX Text
#4 FULL LENGTH OF BARRIER (5 REQ'D.) SEE NOTE 8
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3"
AutoCAD SHX Text
#4 FULL LENGTH OF BARRIER (3 REQ'D.)
AutoCAD SHX Text
FACE OF PIER
AutoCAD SHX Text
FACE OF PIER
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12"
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SLOTTED PLATE CONNECTION (SEE NOTE 5)
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
6"
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
%%uPLAN%%U
AutoCAD SHX Text
34" ANCHOR
AutoCAD SHX Text
PIER (SEE NOTE 6)
AutoCAD SHX Text
#4 @ 48" MAX. SPACING
AutoCAD SHX Text
3"
AutoCAD SHX Text
9"
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9"
AutoCAD SHX Text
16'-0"
AutoCAD SHX Text
16'-0"
AutoCAD SHX Text
USE ADHESIVE ANCHORS IN THE EXISTING PIER COLUMNS TO CONNECT THE PIER TRANSITION PIECE TO THE PIER. ANCHORS ARE TO BE STEEL REINFORCEMENT fy = 60 KSI, EPOXY COATED OR GALVANIZED. CONSTRUCT USING CLASS AA CEMENT CONCRETE IN ACCORDANCE WITH SECTION 704. PROVIDE REINFORCMENT MEETING THE RQUIREMENTS OF SECTION 709. DRILL HOLE IN PIER COLUMN TO THE DEPTH AND DIAMETER AS PER THE MANUFACTURER'S RECOMMENDATIONS FOR A " ANCHOR. 34" ANCHOR.PROVIDE A SLOT AND REINFORCEMENT STIRRUPS IN THE TRANSITION PIECE AS SHOWN ON RC-58M. CONTRACTOR TO VERIFY LOCATION OF SLOT TO ENSURE IT MATCHES UP WITH SLOT ON CONCRETE GLARE SCREEN. END OF BRIDGE PIER MAY NOT BE PERPENDICULAR TO ROADWAY. IF PRECAST UNITS ARE USED, THE CONTRACTOR MUST FIELD VERIFY THE PIER ANGLE PRIOR TO PRECASTING TO ENSURE A PROPER INSTALLATION. ALL REBAR TO BE EPOXY COATED. LOWER 2 #4 BARS SHALL PROVIDE 8" OF CLEARANCE FROM END OF PIER TRANSITION PIECE FOR SLOT AND REINFORCEMENT STIRRUPS.
AutoCAD SHX Text
6"
AutoCAD SHX Text
1 " CLR.12" CLR.
AutoCAD SHX Text
AutoCAD SHX Text
4 "12"
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4 "12"
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9"
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NOTES:
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1.
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2.
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3.
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4.
AutoCAD SHX Text
5.
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6.
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7.
AutoCAD SHX Text
12" (TYP.)
AutoCAD SHX Text
PIER/SHAFT WIDTH 3'-0"
AutoCAD SHX Text
3" (TYP.)
AutoCAD SHX Text
SEAL WITH PG 64-22 (TYP.)
AutoCAD SHX Text
SEAL WITH PG 64-22 (TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PIER/SHAFT WIDTH 3'-0"
AutoCAD SHX Text
WIDTH VARIES
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
TRAFFIC FLOW
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
WIDTH VARIES
AutoCAD SHX Text
TRAFFIC FLOW
AutoCAD SHX Text
34" ANCHOR
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
2" MIN.
AutoCAD SHX Text
12" (TYP.)
AutoCAD SHX Text
34" ANCHOR(TYP.)
AutoCAD SHX Text
8.
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8" CLR

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JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
END OF MONOPIPE CAISSON
AutoCAD SHX Text
52"
AutoCAD SHX Text
12" (TYP.)
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
MONOPIPE CAISSON
AutoCAD SHX Text
%%uELEVATION%%U
AutoCAD SHX Text
3"
AutoCAD SHX Text
#4 STIRRUPS
AutoCAD SHX Text
#4 BARS
AutoCAD SHX Text
#4 @ 2" SPACING
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
52"
AutoCAD SHX Text
#4 FULL LENGTH OF BARRIER (3 REQ'D.)
AutoCAD SHX Text
#4 STIRRUP
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
2"
AutoCAD SHX Text
3"
AutoCAD SHX Text
12"
AutoCAD SHX Text
24"
AutoCAD SHX Text
52"
AutoCAD SHX Text
5"
AutoCAD SHX Text
7"
AutoCAD SHX Text
SLOTTED PLATE CONNECTION
AutoCAD SHX Text
R=10"
AutoCAD SHX Text
5"
AutoCAD SHX Text
5"
AutoCAD SHX Text
5"
AutoCAD SHX Text
R=1"
AutoCAD SHX Text
R=1"
AutoCAD SHX Text
2"
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
2"
AutoCAD SHX Text
#4 STIRRUP, 5 REQ'D. THIS END OF BARRIER
AutoCAD SHX Text
12"
AutoCAD SHX Text
#4 STIRRUP (2 REQ'D.)
AutoCAD SHX Text
8"
AutoCAD SHX Text
7"
AutoCAD SHX Text
#4, 1'-10" LG. SPACED AT 4'-0"
AutoCAD SHX Text
#4 FULL LENGTH OF BARRIER (5 REQ'D.) SEE NOTE 7
AutoCAD SHX Text
3"
AutoCAD SHX Text
#4 FULL LENGTH OF BARRIER (3 REQ'D.)
AutoCAD SHX Text
12"
AutoCAD SHX Text
SLOTTED PLATE CONNECTION (SEE NOTE 5)
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
6"
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
%%uPLAN%%U
AutoCAD SHX Text
34" ANCHOR
AutoCAD SHX Text
MONOPIPE CAISSON
AutoCAD SHX Text
#4 @ 48" MAX. SPACING
AutoCAD SHX Text
3"
AutoCAD SHX Text
9"
AutoCAD SHX Text
9"
AutoCAD SHX Text
32'-0"
AutoCAD SHX Text
32'-0"
AutoCAD SHX Text
1. USE ADHESIVE ANCHORS IN THE MONOPIPE CAISSON TO CONNECT USE ADHESIVE ANCHORS IN THE MONOPIPE CAISSON TO CONNECT THE MONOPIPE CAISSON TRANSITION PIECE TO THE MONOPIPE CAISSON. ANCHORS ARE TO BE STEEL REINFORCEMENT fy = 60 KSI, EPOXY COATED OR GALVANIZED. 2. CONSTRUCT USING CLASS AA CEMENT CONCRETE IN CONSTRUCT USING CLASS AA CEMENT CONCRETE IN ACCORDANCE WITH SECTION 704. 3. PROVIDE REINFORCEMENT MEETING THE REQUIREMENTS PROVIDE REINFORCEMENT MEETING THE REQUIREMENTS OF SECTION 709. 4. DRILL HOLE IN MONOPIPE CAISSON TO THE DEPTH AND DIAMETER DRILL HOLE IN MONOPIPE CAISSON TO THE DEPTH AND DIAMETER AS PER THE MANUFACTURER'S RECOMMENDATIONS FOR A " ANCHOR. 34" ANCHOR.5. PROVIDE A SLOT AND REINFORCEMENT STIRRUPS IN THE TRANSITION PROVIDE A SLOT AND REINFORCEMENT STIRRUPS IN THE TRANSITION PIECE AS SHOWN ON RC-59M. CONTRACTOR TO VERIFY LOCATION OF SLOT TO ENSURE IT MATCHES UP WITH SLOT ON CONCRETE GLARE SCREEN. 6. ALL REBAR TO BE EPOXY COATED. ALL REBAR TO BE EPOXY COATED. 7, LOWER 2 #4 BARS SHALL PROVIDE 8" OF CLEARANCE FROM END OF LOWER 2 #4 BARS SHALL PROVIDE 8" OF CLEARANCE FROM END OF TRANSITION PIECE FOR SLOT AND REINFORCEMENT STIRRUPS.
AutoCAD SHX Text
6"
AutoCAD SHX Text
1 " CLR.12" CLR.
AutoCAD SHX Text
AutoCAD SHX Text
4 "12"
AutoCAD SHX Text
4 "12"
AutoCAD SHX Text
AutoCAD SHX Text
9"
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NOTES:
AutoCAD SHX Text
12" (TYP.)
AutoCAD SHX Text
MONOPIPE CAISSON FOUNDATION 4'-0"
AutoCAD SHX Text
3" (TYP.)
AutoCAD SHX Text
SEAL WITH PG 64-22 (TYP.)
AutoCAD SHX Text
SEAL WITH PG 64-22 (TYP.)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MONOPIPE CAISSON WIDTH 4'-0"
AutoCAD SHX Text
WIDTH VARIES
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
TRAFFIC FLOW
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
WIDTH VARIES
AutoCAD SHX Text
TRAFFIC FLOW
AutoCAD SHX Text
34" ANCHOR
AutoCAD SHX Text
PAVEMENT SURFACE
AutoCAD SHX Text
2" MIN.
AutoCAD SHX Text
12" (TYP.)
AutoCAD SHX Text
34" ANCHOR(TYP.)
AutoCAD SHX Text
8" CLR
AutoCAD SHX Text
FACE OF MONOPIPE CAISSON
AutoCAD SHX Text
FACE OF MONOPIPE CAISSON

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CANTILEVER SLIDING ACCESS GATE

OCTOBER 2011PTS-150

1 2

PTS-150-1.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
POSITION
AutoCAD SHX Text
GATE IN CLOSED
AutoCAD SHX Text
10'-0" OR AS SPECIFIED (OMIT FABRIC)
AutoCAD SHX Text
1'-0" DIA. CLASS A
AutoCAD SHX Text
CEMENT CONC. FOOTING
AutoCAD SHX Text
SECTION "A-A"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
1/2"
AutoCAD SHX Text
1/2" FLAT WASHER
AutoCAD SHX Text
(TYP. ALL TRUSS RODS)
AutoCAD SHX Text
COMPLETE GUIDE
AutoCAD SHX Text
ROLLER ASSY.
AutoCAD SHX Text
TRUCK BRACKET
AutoCAD SHX Text
ASSEMBLY
AutoCAD SHX Text
TRUSS ROD
AutoCAD SHX Text
GALV.
AutoCAD SHX Text
COMPLETE GUIDE
AutoCAD SHX Text
ROLLER ASSY.
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3"
AutoCAD SHX Text
20'-0" OR AS SPECIFIED
AutoCAD SHX Text
2" SQ. ALUMINUM
AutoCAD SHX Text
TOP (TYP.)
AutoCAD SHX Text
ALL JOINTS WELDED
AutoCAD SHX Text
2" SQ. ALUM. FRAME
AutoCAD SHX Text
10'-0" OR AS SPECIFIED
AutoCAD SHX Text
5'-3" (TYPICAL)
AutoCAD SHX Text
4'-0" MIN. (TYPICAL)
AutoCAD SHX Text
4'-9"
AutoCAD SHX Text
TRUCK BRACKET
AutoCAD SHX Text
ASSEMBLY
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NOTES:
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2" SQ. ALUM. FRAME
AutoCAD SHX Text
2" SQ. ALUM. FRAME
AutoCAD SHX Text
(LEFT HAND)
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(RIGHT HAND)
AutoCAD SHX Text
2" SQ. ALUM. FRAME
AutoCAD SHX Text
(TYPICAL)
AutoCAD SHX Text
4" O.D. POST
AutoCAD SHX Text
GALV. (TYPICAL)
AutoCAD SHX Text
USE CANTILEVER SLIDING ACCESS GATES
AutoCAD SHX Text
MANUFACTURED BY SECURITY FENCE CO., OR
AutoCAD SHX Text
AN APPROVED EQUAL CONFORMING TO THE
AutoCAD SHX Text
SPECIFICATIONS OF THE SPECIAL PROVISION.
AutoCAD SHX Text
1.
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1'-0" DIA. CLASS A CEMENT
AutoCAD SHX Text
CONC. FOOTING (TYP.)
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text
20'-0" OR AS SPECIFIED (INSTALL FABRIC)
AutoCAD SHX Text
3" +/- 1" MAX.
AutoCAD SHX Text
AT HIGH POINT
AutoCAD SHX Text
OF ACCESS ROAD
AutoCAD SHX Text
6'-8" +/- (TYPICAL) IN FABRIC AREA
AutoCAD SHX Text
5'-0" +/- (TYPICAL)
AutoCAD SHX Text
WHERE FABRIC IS OMITTED
AutoCAD SHX Text
3'-6" MIN.
AutoCAD SHX Text
(TYPICAL)
AutoCAD SHX Text
ELECTRIC SLIDE
AutoCAD SHX Text
GATE RECIEVER
AutoCAD SHX Text
CHAIN LINK
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
A
AutoCAD SHX Text
A

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OCTOBER 2011PTS-150

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PTS-150-2.dwg

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OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
48" (TYP.)
AutoCAD SHX Text
CHAIN LINK FABRIC (TYP.)
AutoCAD SHX Text
REFLECTOR LOCATION DETAIL
AutoCAD SHX Text
4" O.D. POST
AutoCAD SHX Text
48" (TYP.)
AutoCAD SHX Text
24"
AutoCAD SHX Text
16 1/2"+
AutoCAD SHX Text
-
AutoCAD SHX Text
16 1/2"+
AutoCAD SHX Text
-
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12"
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12"
AutoCAD SHX Text
4" O.D. POST
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REFLECTIVE TAPE DETAIL
AutoCAD SHX Text
ELEVATION VIEW (POST SIDE)
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1.
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AMBER REFLECTORS SHALL BE ATTACHED TO THE GATE BACK TO BACK THROUGH THE CHAIN LINK AT THE LOCATIONS SHOWN BY USE OF AN ANTI-THEFT BOLT AND NUT.
AutoCAD SHX Text
2.
AutoCAD SHX Text
REFLECTIVE TAPE SHALL BE 3M DIAMOND GRADE CONSPICUITY MARKING ROLL, NUMBER 983-326, COLOR RED/WHITE, WIDTH 50 mm (2 INCHES) OR APPROVED EQUAL.
AutoCAD SHX Text
ELEVATION VIEW (NON-POST SIDE)
AutoCAD SHX Text
4" O.D. POST
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4" O.D. POST
AutoCAD SHX Text
4" O.D. POST
AutoCAD SHX Text
REFLECTIVE TAPE (TYP.)
AutoCAD SHX Text
REFLECTIVE TAPE (TYP.)
AutoCAD SHX Text
AMBER REFLECTOR (TYP.)

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ROCK FALL FENCE

OCTOBER 2011PTS-154

1 1

PTS-154.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
PER CABLE PER SPAN
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A MINIMUM OF 7 WIRE TIES
AutoCAD SHX Text
FENCE TO EACH CABLE USING
AutoCAD SHX Text
CONNECT TWO PLY CHAIN LINK
AutoCAD SHX Text
%%uPOST AND FENCE DETAILS FOR ROCK FALL FENCE%%u
AutoCAD SHX Text
GUTTER LINE
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BARRIER, 52"
AutoCAD SHX Text
SINGLE FACE CONCRETE
AutoCAD SHX Text
CABLE END (TYP.)
AutoCAD SHX Text
3/4 " DIA. WIRE CABLES
AutoCAD SHX Text
12'-0" POST (TYP.)
AutoCAD SHX Text
12'-0" POST SPACING (TYP.)
AutoCAD SHX Text
CABLE END (TYP.)
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
BARRIER, 52"
AutoCAD SHX Text
AND SINGLE FACE CONCRETE BARRIER
AutoCAD SHX Text
POST, FENCE DETAILS FOR ROCK FALL FENCE
AutoCAD SHX Text
2"
AutoCAD SHX Text
5' MIN.
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BACKFILL WITH EITHER TYPE A
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OR TYPE B FLOWABLE BACKFILL
AutoCAD SHX Text
MIN. DIA.
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18"
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52"
AutoCAD SHX Text
2"
AutoCAD SHX Text
3"
AutoCAD SHX Text
A
AutoCAD SHX Text
TWO PLY CHAIN
AutoCAD SHX Text
LINK FENCE- EXTEND
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TO TOP OF POST
AutoCAD SHX Text
H
AutoCAD SHX Text
1'-4"
AutoCAD SHX Text
@ 2'-0" C. TO C.
AutoCAD SHX Text
A
AutoCAD SHX Text
SINGLE FACE CONCRETE
AutoCAD SHX Text
HOLES
AutoCAD SHX Text
W10x49
AutoCAD SHX Text
WEATHERING STEEL
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POST ASTM A-588
AutoCAD SHX Text
1 1/4 " DIA. HOLE
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FOR CABLE (TYP.)
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(TYP.)
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8"
AutoCAD SHX Text
3"
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NOTE: APPLIES ONLY TO END POSTS
AutoCAD SHX Text
1/2 " HOOK BOLT
AutoCAD SHX Text
1 1/4 " DIA.
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HOLE FOR CABLE
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
10"
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10"
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2"
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3"
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5/8 " DIA. HOLE FOR
AutoCAD SHX Text
(1'-4" C. TO C. REQUIRED)
AutoCAD SHX Text
STRETCHER BAR
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HOOK BOLT
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1. CABLE ENDS SHALL BE POSITIVE AND
AutoCAD SHX Text
OF ANY TYPE AND DESIGN CONSISTENT
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WITH THE DESIGN INTENT AND STRENGTH
AutoCAD SHX Text
OF THE STRUCTURE, AND
AutoCAD SHX Text
APPROVED BY THE REPRESENTATIVE.
AutoCAD SHX Text
STANDARD NUT
AutoCAD SHX Text
7 1/2 " R.H. THREADS
AutoCAD SHX Text
7 1/2 " L.H. THREADS
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DROP FORGED OR
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MALLEABLE IRON
AutoCAD SHX Text
2 1/4 " R.H. THREADS
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STANDARD NUT
AutoCAD SHX Text
7 1/2 " L.H. THREADS
AutoCAD SHX Text
7 1/2 " R.H. THREADS
AutoCAD SHX Text
WEDGE
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2 1/4 " R.H. THREADS
AutoCAD SHX Text
2 1/4 " R.H. THREADS
AutoCAD SHX Text
WEDGE
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3/4 " DIA. STEEL - 11" LONG
AutoCAD SHX Text
(MINIMUM TENSILE STRENGTH - 25,000#)
AutoCAD SHX Text
CABLE SPLICE
AutoCAD SHX Text
12"
AutoCAD SHX Text
TURNBUCKLE
AutoCAD SHX Text
3/4 " DIA. STEEL
AutoCAD SHX Text
(MINIMUM TENSILE STRENGTH - 25,000#)
AutoCAD SHX Text
CABLE ENDS
AutoCAD SHX Text
STANDARD NUT
AutoCAD SHX Text
11" LONG
AutoCAD SHX Text
12"
AutoCAD SHX Text
MALLEABLE IRON
AutoCAD SHX Text
TURNBUCKLE
AutoCAD SHX Text
DROP FORGED OR
AutoCAD SHX Text
WEDGE
AutoCAD SHX Text
STANDARD NUT,
AutoCAD SHX Text
HEX OR SQUARE
AutoCAD SHX Text
3/4 " DIA. STEEL,
AutoCAD SHX Text
HARDENED STEEL WASHER
AutoCAD SHX Text
HOT DIP GALVANIZED
AutoCAD SHX Text
(ASTM F-436)
AutoCAD SHX Text
18" LONG
AutoCAD SHX Text
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OF

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ROADSIDE DEVELOPMENT

OCTOBER 2011PTS-180

1 2

PTS-180-1.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
1/2"PER FT.
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SEEDED
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MIN. 10'
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*
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R/W
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V DITCH
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18"
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INLETS
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EXISTING
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SHOULDER SLOPE
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10' MIN.
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MIN. 2:1
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EXIST. CUT SLOPE
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* DO NOT DISTURB EXISTING SOD.
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RESTORE DRAINAGE
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FLOW LINE
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SHOULDER U-DRAIN
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SHOULDER
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ROADWAY
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CLEANING OF CUT BENCHES
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%%uLEGEND%%u
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EXISTING TALUS MATERIAL
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DRAINAGE FLOW LINE
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NOTE:
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NOTES:
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C
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L
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L
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C
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CLEAR BRUSH AND RESHAPE EXISTING EARTH DITCH
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CLEAN DITCH AND CLEAR BRUSH-CONCRETE PAVED DITCH
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CLEAR ALL BRUSH
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CLEAN DITCH AND
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RESHAPE DITCH-CLASS 2 EXC.
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CLEAR ALL BRUSH
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EXISTING SLOPE
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EXISTING SHOULDER
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VARIES
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REMOVAL OF EARTH DEBRIS ON SHOULDER
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= AREA TO BE CLEANED
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VARIES
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SEED AND MULCH ALL DISTURBED AREAS INCLUDING AREAS WHICH ARE CLEARED
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OF TREES AND SHRUBS IN ACCORDANCE WITH SECTION 804 AND 805.
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THIS WORK IS INCIDENTAL TO
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OTHER ITEMS OF WORK.
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3'
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MIN.
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ROUNDING
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SEE NOTE 1
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TYPICAL SECTION OF BORROW PITS
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5'-0" MAX.
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5'-0" MAX.
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AS DIRECTED BY
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CLEARING & SELECTIVE TREE REMOVAL
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5'-0" MAX.
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CLEARING & SELECTIVE TREE REMOVAL
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5'-0" MAX.
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1.
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2.
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ROUNDING TO BE AS PER RC-10M OR AS INDICATED ON THE CROSS SECTIONS.
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LIMITS OF SWALE CLEARING
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C
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L
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FURNISH AND PLACE TOPSOIL IN ACCORDANCE WITH SECTION 802.
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3.
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CLEAN ALL BENCHES AS TABULATED.
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PERFORM CLEARING AND SELECTIVE TREE
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REMOVAL IN ACCORDANCE WITH SECTION 810.
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SEED AND MULCH IN ACCORDANCE WITH
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SECTIONS 804 & 805 AND AS DIRECTED BY THE REPRESENTATIVE.
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3:1 MAX. OR AS INDICATED
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*
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*
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THE REPRESENTATIVE
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THE REPRESENTATIVE
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AS DIRECTED BY
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*
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*
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*
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*
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5'-0" MAX.
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5'-0" MAX.
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THE REPRESENTATIVE
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AS DIRECTED BY
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THE REPRESENTATIVE
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AS DIRECTED BY

OR CONTAINER

BALLED AND BURLAPPED BARE ROOT

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OCTOBER 2011PTS-180

2 2

PTS-180-2.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
SEE SHRUB BED PLANTING DETAIL
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EXISTING GRADE
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RAISED PLANTING BED DETAIL
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N.T.S.
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WIDTH AND LENGTH VARIES
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BLEND TOPSOIL INTO EXISTING GRADE
AutoCAD SHX Text
N.T.S.
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SHRUB BED PREPARATION DETAILS
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SHRUB PLANTING AND
AutoCAD SHX Text
TREE PLANTING DETAIL
AutoCAD SHX Text
THROUGHLY TAMPED
AutoCAD SHX Text
MIXED BACKFILL OF
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EXISTING SOIL MATERIAL
AutoCAD SHX Text
THAT WAS REMOVED
AutoCAD SHX Text
AND 1/3 PEAT MOSS.
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N.T.S.
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MULCH MOUND SAUCER
AutoCAD SHX Text
MIN. TOP WIDTH OF PLANTING PIT
AutoCAD SHX Text
CUT WIRE BASKET HALF WAY DOWN
AutoCAD SHX Text
AND BEND OVER THE EXTRA WIRE
AutoCAD SHX Text
BASKET OR REMOVE.
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CUT AWAY ROPE OR TWINE ENCIRCLING
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TREE TRUNK AND PULL OR CUT
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BURLAP AWAY FROM THE TOP OF
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1" HIGHER THAN
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3" MULCH (TYP.)
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ROOT BALL
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THE ROOT BALL.
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PLACE ROOT FLAIR OF TREE
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EXISTING GRADE.
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SEE TABLE A
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%%uSLOPE PREPARATION%%u
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N.T.S.
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DOZER TREADS (OR OTHER
AutoCAD SHX Text
ACCEPTABLE METHOD) CREATES
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GROOVES PARALLEL TO THE SLOPES.
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NOTE: BEFORE DIGGING THE HOLE FOR THE TREE, REMOVE PART OF THE BURLPAP TO
AutoCAD SHX Text
DETERMINE THE ROOT FLAIR. THE ROOT FLAIR MUST BE PLANTED 1" ABOVE
AutoCAD SHX Text
FINISHED GRADE.
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DECIDUOUS TREES
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(B&B, AND WIRE ROOT PROTECTION DEVICES)
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(CALIPER)
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Inches
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MIN. TOP DIAMETER OF
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PLANTING PIT
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1"
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5'
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AROUND PIT
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TAPERED AND
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ROUGHENED
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PIT SIDES
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12"
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NOTE: THE ROOT FLAIR MUST BE PLANTED 1" TO 2"
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SEE TABLE A
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MIN. TOP WIDTH OF PLANTING PIT
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BARE ROOT TREE PLANTING DETAIL
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THAT WAS REMOVED
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ABOVE FINISHED GRADE.
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PIT SIDES
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ROUGHENED
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TAPERED AND
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AND 1/3 PEAT MOSS.
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N.T.S.
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MULCH MOUND SAUCER
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AROUND PIT
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EXISTING SOIL MATERIAL
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MIXED BACKFILL OF
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THROUGHLY TAMPED
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PLACE ROOT FLAIR OF TREE
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3" MULCH (TYP.)
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1" HIGHER THAN
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AND SPREAD ROOTS OVER MOUND.
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WIDTH OF THE TREE ROOTS. PLACE
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COMPACTED SOIL MOUND SIZE TO
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EXISTING GRADE.
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1"-1.5"
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2"
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2-2.5"
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3"
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3-3.5"
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4"
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5'
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6'
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7'
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6'
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8'
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TABLE A
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HEIGHT
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MIN. TOP DIAMETER OF
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5' - #5 CONTAINER
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PLANTING PIT
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7'
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4'-8'
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5'
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(BARE ROOT)
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4'-8'
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5'
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MIN. TOP DIAMETER OF
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PLANTING PIT
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(CONTAINER GROWN)
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4'
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EVERGREEN TREES
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6' - #5 CONTAINER
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4'
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1-1/4" - #10 CONTAINER
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5'
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1-1/2" - #15 CONTAINER
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5'
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SET ON FIRM GROUND
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MIN. TOP DIAMETER OF
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TREE HEIGHT
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PLANTING PIT
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4' - #2 CONTAINER
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3'
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3'-5.5'
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5'
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5.5'-8'
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6'
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12"
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12"
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ROOT BALL
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PLACE ROOT FLAIR OF TREE
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1" HIGHER THAN
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EXISTING GRADE.
AutoCAD SHX Text
3" MULCH (TYP.)
AutoCAD SHX Text
CUT AWAY ROPE OR TWINE ENCIRCLING
AutoCAD SHX Text
SHRUB TRUNK AND PULL OR CUT
AutoCAD SHX Text
THE ROOT BALL. IF CONTAINER
AutoCAD SHX Text
BURLAP AWAY FROM THE TOP OF
AutoCAD SHX Text
THROUGHLY TAMPED
AutoCAD SHX Text
MIXED BACKFILL OF
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EXISTING SOIL MATERIAL
AutoCAD SHX Text
THAT WAS REMOVED
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AND 1/3 PEAT MOSS.
AutoCAD SHX Text
PLACE ROOT FLAIR OF TREE
AutoCAD SHX Text
EXISTING GRADE.
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1" HIGHER THAN
AutoCAD SHX Text
COMPACTED SOIL MOUND (SPREAD ROOTS OVER MOUND)
AutoCAD SHX Text
SET ON FIRM GROUND
AutoCAD SHX Text
FINISHED GRADE.
AutoCAD SHX Text
DETERMINE THE ROOT FLAIR. THE ROOT FLAIR MUST BE PLANTED 1" ABOVE
AutoCAD SHX Text
NOTE: BEFORE DIGGING THE HOLE FOR THE TREE, REMOVE PART OF THE BURLPAP TO
AutoCAD SHX Text
EXISTING GRADE.
AutoCAD SHX Text
PLACE ROOT FLAIR OF TREE
AutoCAD SHX Text
ROOT BALL
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3" MULCH (TYP.)
AutoCAD SHX Text
1" HIGHER THAN
AutoCAD SHX Text
BASKET OR REMOVE.
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AND BEND OVER THE EXTRA WIRE
AutoCAD SHX Text
CUT WIRE BASKET HALF WAY DOWN
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
AND 1/3 PEAT MOSS.
AutoCAD SHX Text
THAT WAS REMOVED
AutoCAD SHX Text
EXISTING SOIL MATERIAL
AutoCAD SHX Text
MIXED BACKFILL OF
AutoCAD SHX Text
THROUGHLY TAMPED
AutoCAD SHX Text
SLOPE PLANTING DETAIL FOR
AutoCAD SHX Text
BUILD UP MOUND
AutoCAD SHX Text
SURROUNDING TREE
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PIT WITH SOIL
AutoCAD SHX Text
FROM EXCAVATION
AutoCAD SHX Text
SLOPE LINE 4:1
AutoCAD SHX Text
AND STEEPER
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12"
AutoCAD SHX Text
DECIDUOUS AND EVERGREEN TREES
AutoCAD SHX Text
HEIGHT
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EXISTING GRADE
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PLANTING, SCARCIFY THE ROOTS
AutoCAD SHX Text
AROUND THE ROOT BALL.
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TOPSOIL PER SECTION
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802.2
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3'
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TAPER MULCH
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TO 1"
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AT BASE
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OF SHRUB (TYP).
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SHRUB BED
AutoCAD SHX Text
PREPARATION,
AutoCAD SHX Text
1'

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JANUARY 2015PTS-181

1 1

PTS-181.dwg

5A

JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
%%uELIMINATION OF PARKING AREAS, TYPE B%%u
AutoCAD SHX Text
%%uTYPICAL PARKING AREA REPAIR & MILL & OVERLAY%%u
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SHOULDER
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PARKING AREA
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PARKING AREA
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SHOULDER
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CLASS 1 EXC., 8" DEPTH
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6" SCARIFICATION
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8" TOPSOIL
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SLOPE
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CUT
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FILL
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PARKING AREA
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%%UTYPICAL PARKING AREA REPAIR
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SEE CONTRACT
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DRAWINGS FOR
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PROPOSED WORK
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SEE CONTRACT
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DRAWINGS FOR
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PROPOSED WORK
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%%uELIMINATION OF PARKING AREAS, TYPE A%%u
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6" BIT. ROLL-UP
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(CUT CONDITION ONLY)
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CUT
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FILL
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SAWCUT
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SAWCUT
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SLOPE
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10" DEPTH
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CLASS 1B EXCAVATION,
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4" BIT. BINDER CRSE.
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6" SUBBASE NO. 2A
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VARIES
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SHOULDER
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SEE CONTRACT
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PROPOSED WORK
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DRAWINGS FOR
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SAWCUT
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SAWCUT
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VARIES
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CLASS 1B EXCAVATION,
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4" BIT. BINDER CRSE.
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10" DEPTH
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PARKING AREA
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SHOULDER
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4'
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4' MIN.
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ROUND SLOPE
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SEE
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NOTE 1
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4:1
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8" TOPSOIL
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SUITABLE WASTE
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FROM PROJECT
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6" SCARIFICATION
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CLASS 1 EXCAVATION,
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8" MAX. DEPTH
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2:1
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2:1
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%%uNOTES:%%u
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PROPOSED WORK
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DRAWINGS FOR
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SEE CONTRACT
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SAWCUT
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SAWCUT
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SEEDING AND SOIL SUPPLEMENTS FORMULA D MIXTURE AND BONDED FIBER MATRIX
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SEEDING AND SOIL SUPPLEMENTS FORMULA "D" MIXTURE AND BONDED FIBER MATRIX
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6" SUBBASE NO. 2A
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MILL EXISTING BITUMINOUS MATERIAL, (AS PER CONTRACT DRAWINGS), BITUMINOUS WEARING COURSE (AS PER CONTRACT DRAWINGS)
AutoCAD SHX Text
1. SLOPE FIRST 4-FEET OF MOUND TOWARDS SLOPE FIRST 4-FEET OF MOUND TOWARDS EDGE OF SHOULDER AT 1"/FT IF INLETS EXIST IN THE SHOULDER. IF THERE ARE NO INLETS IN THE SHOULDER, SLOPE AWAY FROM SHOULDER AND GRADE TO DRAIN. 2. SAWCUT IS NOT REQUIRED IF A MILLING SAWCUT IS NOT REQUIRED IF A MILLING MACHINE IS USED TO PERFORM THE EXCAVATION

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MEDIAN BARRIER SUPPORT FOR SIGNS

(SIGN AREA <= 12 SF)

JANUARY 2015PTS-190

1 2

PTS-190-1.dwg

JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
5.
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4.
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3.
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2.
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INSTALL SIGN SUPPORTS NEAR THE CENTER OF PRECAST BARRIER SEGMENTS WITHIN
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A MINIMUM DISTANCE OF 3'-0" MEASURED TO EACH SIDE OF THE SEGMENT CENTERLINE.
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DO NOT INSTALL SIGNS LARGER OR AT AN ELEVATION HIGHER THAN INDICATED. DO NOT PLACE
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SIGNS ON SLOPING TRANSITION SECTIONS BETWEEN BARRIERS OF DIFFERENT HEIGHT.
AutoCAD SHX Text
FURNISH WELDS IN ACCORDANCE WITH AWS D1.6:1999 STRUCTURAL WELDING CODE
AutoCAD SHX Text
FOR STAINLESS STEEL.
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MATERIALS:
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STAINLESS STEEL:
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PLATE: ASTM A240, TYPE 304, 2B FINISH (Fy=30 KSI MIN.)
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TUBING: ASTM A554, TYPE 304, (Fy=30 KSI MIN.)
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BOLTS: ASTM F593, TYPE 304, CONDITION CW (Fy=65 KSI)
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NUTS: ASTM F594
AutoCAD SHX Text
*ANCHOR RODS: ASTM F593, TYPE 304, CONDITION CW (Fy=65 KSI)
AutoCAD SHX Text
*ANCHORING SYSTEM: HVA ADHESIVE SYSTEM
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*AS MANUFACTURED BY HILTI FASTENING SYSTEMS, HAS RODS (ITEM NO. 385464)
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AND HVU ADHESIVE CAPSULES (ITEM NO. 256693), OR AN APPROVED EQUAL. INSTALL
AutoCAD SHX Text
ANCHOR RODS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
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GALVANIZED STEEL SQUARE POST:
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COLD ROLLED STEEL WITH A MINIMUM YIELD STRENGTH OF 50 KSI
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MEETING THE CHEMICAL AND MECHANICAL REQUIREMENT OF ASTM A653.
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DIMENSIONS OF BARRIER IN CHART TO BE FIELD VERIFIED PRIOR TO FABRICATION OF
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1.
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NOTES:
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3
AutoCAD SHX Text
7
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%%o16%%o
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"
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1
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7
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%%o16%%o
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"
AutoCAD SHX Text
10
AutoCAD SHX Text
1
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%%o16%%o
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"
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10
AutoCAD SHX Text
1
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%%o16%%o
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"
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1
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7
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%%o16%%o
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"
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2
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7
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%%o16%%o
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" MIN.-4
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7
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%%o16%%o
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" MAX.
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1
AutoCAD SHX Text
7
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%%o16%%o
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"
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10
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1
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%%o16%%o
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"
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30
AutoCAD SHX Text
7
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%%o16%%o
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" x 1'-9"
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7
AutoCAD SHX Text
7
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%%o16%%o
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"
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1
AutoCAD SHX Text
7
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%%o16%%o
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"
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10
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1
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%%o16%%o
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"
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1
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TYPE
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2
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3A
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4
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5
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W
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6"
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9"
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5" MIN.-5
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1
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%%o2%%o
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" MAX.
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4" MIN.-6" MAX.
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5"
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52"
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52"
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48"
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34"
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34"
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H
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SS
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9.5"
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9.5"
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9.5"
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8.9"
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A = W+1/4"
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5
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1
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%%o4%%o
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"
AutoCAD SHX Text
9
AutoCAD SHX Text
1
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%%o4%%o
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"
AutoCAD SHX Text
6
AutoCAD SHX Text
1
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%%o4%%o
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"
AutoCAD SHX Text
8
AutoCAD SHX Text
9
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%%o16%%o
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"
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11
AutoCAD SHX Text
3
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%%o4%%o
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"
AutoCAD SHX Text
6
AutoCAD SHX Text
9
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%%o16%%o
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" MIN.-8
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9
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%%o16%%o
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" MAX.
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7
AutoCAD SHX Text
11
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%%o16%%o
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"
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B
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C
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10
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1
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%%o16%%o
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"
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D
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1
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7
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%%o16%%o
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"
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E
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3
AutoCAD SHX Text
7
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%%o16%%o
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" MIN.-3
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15
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%%o16%%o
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" MAX.
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4
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7
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%%o16%%o
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"
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P SIZE
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26
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7
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%%o16%%o
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" x 1'-9"
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25
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7
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%%o16%%o
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" MIN.-27
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7
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%%o16%%o
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" MAX. x 1'-9"
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26
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7
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%%o16%%o
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" MIN.-26
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15
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%%o16%%o
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" MAX. x 1'-9"
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27
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7
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%%o16%%o
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" x 1'-9"
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L
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PLATE DIMENSIONS
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REMARKS
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34" JERSEY BARRIER
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34" F-SHAPE BARRIER
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48" JERSEY BARRIER
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52" JERSEY BARRIER
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52" F-SHAPE BARRIER
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8.8"
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BARRIER DIMENSIONS
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5
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1
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%%o4%%o
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" MIN.-5
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3
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%%o4%%o
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" MAX.
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4
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1
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%%o4%%o
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" MIN.-6
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1
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%%o4%%o
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" MAX.
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DRILL AND BOND ANCHOR ROD TO CONCRETE
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WITH AN APPROVED ADHESIVE MATERIAL (SEE NOTE 4)
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WITH WASHER & LOCKNUT TYP. (SEE NOTE 4)
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1
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%%o2%%o
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"%%c THREADED STAINLESS STEEL ROD
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C SIGN & MEDIAN BARRIER
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L
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SECTION A-A
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ELEVATION VIEW
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EXISTING AND/OR PROPOSED CONCRETE MEDIAN BARRIER (HEIGHT AND SHAPES VARY, SEE TABLE)
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MILE MARKER SIGN
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SIGN SUPPORT (SEE DETAIL)
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(SIDE SLOPE)
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SS
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1
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1
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SS
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(TOP WIDTH OF BARRIER)
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C SIGN & MEDIAN BARRIER
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PAVEMENT
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L
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VARIES
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(5'-0" MAX.)
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W
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H (BARRIER HEIGHT)
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7'-0"
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4 " MIN. 14" MIN. EMBEDMENT, TYP.
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6"
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1 "12"
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SIGN SUPPORT.
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3B
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4 " MIN.-5" MAX.
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1
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%%o2%%o
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48"
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9.5"
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7 " MIN.-7 " MAX.
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9
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%%o16%%o
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4
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3
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%%o4%%o
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" MIN.-5
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1
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%%o4%%o
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" MAX.
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1
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%%o16%%o
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1
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7
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%%o16%%o
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"
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10
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1
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%%o16%%o
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"
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2
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15
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%%o16%%o
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" MIN.-3
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7
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%%o16%%o
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" MAX.
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25
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15
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%%o16%%o
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" MIN.-26
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7
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%%o16%%o
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" MAX. x 1'-9"
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48" JERSEY BARRIER
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7 " MIN.-8 " MAX.
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1
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%%o16%%o
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9
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%%o16%%o
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9"
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9"
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(SEE NOTE 6 AND 7 FOR DIAMETER)
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4" STAINLESS STEEL BOLTS WITH STAINLESS
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STEEL WASHERS AND LOCKNUTS
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1'-9"
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1 "12"
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9"
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3"
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NEAR SIDE
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1 "12"
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9"
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3"
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FAR SIDE
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SIGN SUPPORT DETAIL
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11"
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9 "12"
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1 "12"
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1"
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6"
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1 "12"
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8"
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9"
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316" STAINLESS STEEL
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58" HOLE
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EXISTING AND/OR PROPOSED CONCRETE MEDIAN BARRIER
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316" STAINLESS STEEL
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916" HOLE
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3" X 3" X "316"
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SIGN SUPPORT
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4"
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1"
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* MEASURED ALONG FACE OF BARRIER
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A
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A
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WASHERS: ASTM F436, TYPE 304
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6.
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FOR SIGNS WITH A TOTAL SIGN AREA LESS THAN OR EQUAL TO 12 SQUARE FEET USE A 2 " X 2 " (10 GA.) GALVANIZED STEEL SQUARE POST. FASTEN THE POST TO THE SIGN 12" X 2 " (10 GA.) GALVANIZED STEEL SQUARE POST. FASTEN THE POST TO THE SIGN 12" (10 GA.) GALVANIZED STEEL SQUARE POST. FASTEN THE POST TO THE SIGN SUPPORT USING TWO (2) " DIAMETER STAINLESS STEEL BOLTS, WASHERS AND LOCKNUTS.38" DIAMETER STAINLESS STEEL BOLTS, WASHERS AND LOCKNUTS.
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7.
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FOR SIGNS WITH A TOTAL SIGN AREA GREATER THEN 12 SQUARE FEET BUT LESS THAN OR EQUAL TO 22.25 SQUARE FEET USE 2 " X 2 " (10 GA.) GALVANIZED STEEL 12" X 2 " (10 GA.) GALVANIZED STEEL 12" (10 GA.) GALVANIZED STEEL SQUARE POST NESTED WITH 4'-0" LONG, 2 " X 2 " (10 GA.) GALVANIZED STEEL SQUARE 316" X 2 " (10 GA.) GALVANIZED STEEL SQUARE 316" (10 GA.) GALVANIZED STEEL SQUARE POST. FASTEN NESTED POSTS TOGETHER USING NUMBER OF BOLTS INDICATED ON SHEET 2 OF 2. FASTEN THE POST TO THE SIGN SUPPORT USING TWO (2) " DIAMETER STAINLESS 12" DIAMETER STAINLESS STEEL BOLTS WITH WASHERS AND LOCKNUTS. DO NOT USE SIGN AREA GREATER THAN 21 SQUARE FEET ON 34" HEIGHT BARRIER.
AutoCAD SHX Text
(SEE NOTE 6 AND 7)
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STIFFENER PLATE (TYP.)
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STAINLESS STEEL TUBE (SEE NOTE 8)
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BENT PLATE
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5
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%%o8%%o
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"%%c HOLES TYP.
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1" R. TYP.
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PLATE DIMENSIONS
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(4)
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D
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A/2
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A/2
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A (-0", + ")116")
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E
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C
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B (-0", + ") 116")
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(BOTTOM WIDTH)
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1 "12"
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TYP.
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11" TYP.
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9 " TYP.12" TYP.
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C
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D
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(SEE NOTE 6 AND 7)
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STEEL SQUARE POST
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(SEE NOTE 6)
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8.
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ROTATION OF THE SIGN SUPPORT TUBE BY 45 DEGREES IS PERMITTED ONLY FOR SIGN CONFIGURATIONS WITH LESS THAN OR EQUAL TO 12 SQUARE FEET.
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GALVANIZED STEEL SQUARE POST
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STEEL SQUARE POST
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GALVANIZED
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GALVANIZED
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9.
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MAIN SIGN MAY BE DIAMOND SHAPED.
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MAX
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MAX
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STAINLESS STEEL TUBE
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STAINLESS STEEL STIFFENER PLATE (TYP)

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JANUARY 2015PTS-190

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DECEMBER 31, 2014

AutoCAD SHX Text
ELEVATION VIEW
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EXISTING AND/OR PROPOSED CONCRETE MEDIAN BARRIER (HEIGHT AND SHAPES VARY, SEE SHEET 1 OF 2)
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SIGN SUPPORT (SEE SHEET 1 OF 2)
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MAIN SIGN
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(SIDE SLOPE)
AutoCAD SHX Text
SS
AutoCAD SHX Text
1
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1
AutoCAD SHX Text
SS
AutoCAD SHX Text
(TOP WIDTH OF BARRIER)
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C SIGN & MEDIAN BARRIER
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PAVEMENT
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L
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VARIES
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(4'-0" MAX.)
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VARIES (4'-0" MAX.)
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W
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H (BARRIER HEIGHT)
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8'-0"
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2'-6" MAX.
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2'-0" MAX.
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SUPPLEMENTAL SIGN
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GALVANIZED STEEL SQUARE POST
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(SEE NOTE 7)
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(6) - " DIA. BOLTS 38" DIA. BOLTS WITH WASHERS
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AND LOCKNUTS EQ. SPA.
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2 " X 2 " (10 GA.) STEEL 316" X 2 " (10 GA.) STEEL 316" (10 GA.) STEEL SQUARE POST NESTED INSIDE 2 " X 2 " (10 GA.) STEEL POST12" X 2 " (10 GA.) STEEL POST12" (10 GA.) STEEL POST
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34" BARRIER
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48"/52" BARRIER
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NESTED STEEL SQUARE POST DETAILS
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WIDEN " HOLES IN NESTED 716" HOLES IN NESTED STEEL POSTS TO " TO916" TO
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2 " X 2 " (10 GA.)12" X 2 " (10 GA.)12" (10 GA.)
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STEEL POST
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(5) - " DIA. BOLTS 38" DIA. BOLTS WITH WASHERS
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AND LOCKNUTS EQ. SPA.
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RECEIVE " DIA BOLTS12" DIA BOLTS
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2 " X 2 " (10 GA.) STEEL 316" X 2 " (10 GA.) STEEL 316" (10 GA.) STEEL SQUARE POST NESTED INSIDE 2 " X 2 " (10 GA.) STEEL POST12" X 2 " (10 GA.) STEEL POST12" (10 GA.) STEEL POST
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2 " X 2 " (10 GA.)12" X 2 " (10 GA.)12" (10 GA.)
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STEEL POST
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FOR NOTES, SEE SHEET 1 OF 2.
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1.
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NOTES:
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4'-0"
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4'-0"
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(SEE NOTE 9)
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SIGN AREA <= 21 SF
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SIGN AREA <= 21 SF
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SIGN AREA <= 22.25 SF
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ELEVATION VIEW
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EXISTING AND/OR PROPOSED CONCRETE MEDIAN BARRIER (HEIGHT AND SHAPES VARY, SEE SHEET 1 OF 2)
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SIGN SUPPORT (SEE SHEET 1 OF 2)
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MAIN SIGN
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(SIDE SLOPE)
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SS
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1
AutoCAD SHX Text
1
AutoCAD SHX Text
SS
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(TOP WIDTH OF BARRIER)
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C SIGN & MEDIAN BARRIER
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PAVEMENT
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L
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4-0" MAX.
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W
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H (BARRIER HEIGHT)
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8'-6"
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2'-6" MAX.
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2'-6" MAX.
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SUPPLEMENTAL SIGN
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GALVANIZED STEEL SQUARE POST
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(SEE NOTE 7)
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SIGN AREA <= 22.25 SF
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4'-0" MAX.
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WIDEN " HOLES IN NESTED 716" HOLES IN NESTED STEEL POSTS TO " TO916" TO
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RECEIVE " DIA BOLTS12" DIA BOLTS

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PAVEMENT MARKERS

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JANUARY 2015

PTS-191

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PTS-191.dwg

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JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
%%uINSTALLATION OF SNOWPLOWABLE RAISED PAVEMENT MARKERS%%u
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TRAFFIC
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TRAFFIC
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SEE NOTE 4
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SEE NOTE 4
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SEE NOTE 4
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SEE NOTE 4
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NOTES:
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1.
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2.
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3.
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ACCELERATION RAMP
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THE REPRESENTATIVE WILL APPROVE THE EXACT LOCATIONS
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OF THE MARKERS PRIOR TO INSTALLATION.
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TYPICAL SPACING IS 80' C. TO C. EXCEPT ON CURVES
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GREATER THAN 1%%d WHERE THE SPACING IS 40' C. TO C.
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LOCATE MARKERS TWO (2) INCHES FROM THE EDGE OF THE
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PAINTED GORE LINES AND AS DIRECTED BY THE REPRESENTATIVE.
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OR AS DIRECTED BY THE REPRESENTATIVE.
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SPACE MARKERS AT 20' C. TO C. FOR A DISTANCE OF 100'
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MIN. BEFORE AND 80' BEYOND THE PAINTED GORE ON THE
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4.
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CONTINUE MARKERS TO THE PHYSICAL GORE AT 40' C. TO C. SPACING.
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5.
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SEE NOTE 4
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100' MIN.
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80'
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SEE NOTE 4
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80'
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DECELERATION RAMP
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SEE NOTE 5
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100' MIN.
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80'
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SEE NOTE 5
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ACCELERATION AND DECELERATION RAMPS.
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80' C. TO C.
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SEE NOTE 5
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SEE NOTE 5
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PHYSICAL GORE
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PHYSICAL GORE
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80'
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INSTALL MARKERS AFTER FINAL PAVEMENT MARKING.
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6.
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SEE PTS-980 FOR PERMANENT TRAFFIC LINE MARKING.
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7.

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JANUARY 2015

PTS-192

1 1

PTS-192.dwg

5A

JANUARY 5, 2015

DECEMBER 31, 2014

AutoCAD SHX Text
TRAFFIC
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EDGE OF PAVEMENT / CONSTRUCTION JOINT
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SHOULDER
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90%%d
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4"
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12" (TYP.)
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12"R.
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7"%%p
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1/2"
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LOCATION DETAIL OF SONIC NAP ALERT PATTERN
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SECTION A-A
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16"
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7"%%p
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B
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B
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A
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A
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PLAN
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DETAILS OF SONIC NAP ALERT PATTERN
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SECTION B-B
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1/2"
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16"
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MEDIAN
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LEFT LANE
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RIGHT LANE
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PAVEMENT
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SHOULDER
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GENERAL VIEW
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SONIC NAP ALERT PATTERN
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(SNAP)
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DECELERATION RAMP
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ACCELERATION RAMP
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LIMIT OF SNAP
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LIMIT OF SNAP
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LIMITS AT INTERCHANGE AND SERVICE PLAZA RAMPS
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%%uLEGEND:%%u
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(SRPM) SNOWPLOWABLE RAISED PAVEMENT MARKER
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SNAP (SONIC NAP ALERT PATTERN)
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%%uNOTES:%%u
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SEE NOTE 4
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SEE NOTE 4
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AND/OR
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MEDIAN
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EDGE OF PAVEMENT/
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CONSTRUCTION JOINT
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EDGE OF PAVEMENT/
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CONSTRUCTION JOINT
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4"
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PERMANENT TRAFFIC LINE MARKING
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1. LIMIT OF SNAP ON ACCELERATION RAMP TO BEGIN AT PHYSICAL LIMIT OF SNAP ON ACCELERATION RAMP TO BEGIN AT PHYSICAL GORE. 2. LIMIT OF SNAP ON DECELERATION RAMP TO BEGIN AT PHYSICAL LIMIT OF SNAP ON DECELERATION RAMP TO BEGIN AT PHYSICAL GORE. 3. INSTALL SNAP THROUGHOUT PROJECT LIMITS UNLESS OTHERWISE INSTALL SNAP THROUGHOUT PROJECT LIMITS UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS. 4. INSTALL SNAP IN MEDIAN-AREA WHEN OVERALL WIDTH OF INSTALL SNAP IN MEDIAN-AREA WHEN OVERALL WIDTH OF MEDIAN IS GREATER THAN OR EQUAL TO 18 FEET. 5. INSTALL SNAP AFTER FINAL PAVEMENT MARKING. INSTALL SNAP AFTER FINAL PAVEMENT MARKING. 6. SEE PTS-980 FOR PERMANENT TRAFFIC LINE MARKING. SEE PTS-980 FOR PERMANENT TRAFFIC LINE MARKING. 7. SEE PTS-112 FOR PLACEMENT OF JOINT SEALING, PAVEMENT SEE PTS-112 FOR PLACEMENT OF JOINT SEALING, PAVEMENT MARKING, AND SNAP.
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LIMIT OF SNAP AT PHYSICAL GORE
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LIMIT OF SNAP AT PHYSICAL GORE
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6"
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CALL BOX FOUNDATIONS

OCTOBER 2011PTS-193

1 1

PTS-193.dwg

5A

OCTOBER 17, 2011

OCTOBER 18, 2011

AutoCAD SHX Text
A
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A
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FOUR 1" DIA. ANCHORS EQUALLY
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SPACED ON A 8 1/2" DIA. PITCH
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CIRCLE.
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48"
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18" DIA.
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%%uVIEW A-A%%u
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22 1/2" MIN. - 24 1/2" MAX.
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(1"-8UNC THREADS), 1" DIA., 16" LONG ANCHOR BOLTS TO BE SUPPLIED BY THE COMMISSION.
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3/4" DIAMETER COPPER CLAD STEEL GROUND
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ROD, 10 FEET LONG
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ANCHORS:
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CEMENT
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CLASS A
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CONCRETE
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FOUNDATION
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9"
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FRONT FACE OF GUIDERAIL
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OR BACK EDGE OF PAVED SHOULDER
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1-1/2"
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1-1/2"
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31 1/2" MIN. TO 33 1/2" MAX.