new york state standard sheets · 2019. 6. 11. · 209-07 sediment traps eb 09-036 402-01 eb 08-036...

CHT-EKT

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T@U@R@NO@N

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park

NEW YORK LAW

SEAT BELT USE

REQUIRED

school

JET-EKT

ENGINEERING DIVISION, OFFICE OF DESIGN

ADOPTED AS OF THE DATE SHOWN ON THIS COVER.

OR PROPOSAL. THIS ENTIRE SET OF 4 BOOKS IS OFFICIALLY FINALIZED AND

CONTRACT BY REFERENCE TO THE SHEET NUMBER IN THE PROJECT PLANS

NOTE: INDIVIDUAL STANDARD SHEETS IN THIS BOOK BECOME PART OF A

U.S. CUSTOMARY UNITS

SEPTEMBER 01, 2019

NEW YORK STATE STANDARD SHEETSBOOK 2 of 4

SHEETS 606-01 THRU 607-06

203-05 EB 16-020 09/01/16PLATE PIPE AND PIPE ARCHES

INSTALLATION DETAILS FOR CORRUGATED AND STRUCTURAL

204-01 EB 08-036 01/08/09

REINFORCED CONCRETE AND OTHER "RIGID" PIPES

PIPES, STRUCTURAL PLATE PIPES AND PIPE-ARCHES, AND

DETAILS FOR CIRCULAR AND ELLIPTICAL CORRUGATED METAL

CONTROLLED LOW STRENGTH MATERIAL (CLSM) INSTALLATION

209-02

209-01 EB 09-036 09/02/10LINEAR MEASURES

CHECK DAMS (SHEET 2 OF 2)

209-03(SHEET 1 OF 2)

DRAINAGE STRUCTURE INLET PROTECTION

(SHEET 2 OF 2)

DRAINAGE STRUCTURE INLET PROTECTION

209-04 PIPE SLOPE DRAIN

PIPE INLET/OUTLET PROTECTION

209-05 CONSTRUCTION ENTRANCES

209-07 EB 09-036SEDIMENT TRAPS

402-01 EB 08-036 01/08/09TERMINATION DETAIL)

HOT MIX ASPHALT OVERLAY SPLICE (PAVEMENT

502-01 EB 08-036 01/08/09

502-02 EB 08-036 01/08/09

502-03 EB 08-036 01/08/09

502-04 EB 08-036 01/08/09

502-05 EB 08-036 01/08/09

METAL REINFORCEMENT FOR CONCRETE PAVEMENT

TYPICAL PLAN, CROSS SECTION AND JOINT LAYOUT

LONGITUDINAL JOINTS

LONGITUDINAL JOINT TIES

LONGITUDINAL JOINT SAWING AND SEALING

502-06 EB 08-036 01/08/09

502-07 EB 08-036 01/08/09

502-08 EB 08-036 01/08/09

502-09 EB 08-036 01/08/09

502-10 EB 08-036 01/08/09

502-11 NON-TELESCOPING MANHOLE CASTING LAYOUT EB 08-036 01/08/09

502-12 EB 08-036 01/08/09

502-13 EB 08-036 01/08/09

502-14 EB 08-036 01/08/09

502-15 EB 08-036 01/08/09

603-01 EB 08-036 01/08/09

TRANSVERSE JOINTS

TRANSVERSE JOINT SAWING AND SEALING

UTILITY ISOLATION AND JOINT LAYOUT GENERAL NOTES

UTILITY ISOLATION GUIDELINES

TELESCOPING MANHOLE CASTING LAYOUT

SHALLOW STRUCTURE ISOLATION

DRAINAGE STRUCTURE ISOLATION

DRAINAGE STRUCTURE ISOLATION NEAR MANHOLE CASTINGS

MULTIPLE UTILITIES ISOLATION

603-02 EB 08-036 01/08/09CORRUGATED PIPE AND PIPE-ARCH

ALUMINUM AND STEEL END SECTIONS FOR

603-03 EB 08-036 01/08/09

603-04 EB 11-013 01/12/12

CATTLE PASS

CUT-OFF WALLS FOR END SECTIONS

603-05 EB 08-036 01/08/09CULVERT-END SAFETY GRATE

604-01 EB 08-036 01/08/09

604-02

DRAINAGE STRUCTURE DETAILS (SHEET 1 OF 4)




605-01 EB 08-036 01/08/09POROUS CONCRETE PIPE UNDERDRAIN

EB 08-036 01/08/09

EB 08-036 01/08/09

EB 12-044 05/02/13

EB 08-036 01/08/09

203-01EXCAVATION AND BACKFILL

CONSTRUCTION DETAILS UNSUITABLE MATERIALEB 08-036 01/08/09

203-02 EB 08-036 01/08/09

01/08/09EB 08-036203-03PROTECTION

INSTALLATION DETAILS FOR GRANULAR FILL-SLOPE

203-04 EB 13-038 01/09/14

SUBJECTSHEET NO. ISSUED BY EFFECTIVE

CONCRETE COLLARS

REINFORCED CONCRETE PIPE END SECTIONS AND

212-01

EB 10-004 05/06/10

05/06/10EB 10-004

EB 10-004 05/06/10WIRE ROPE ROCK CATCHMENT FENCE (SHEET 3 OF 3)

WIRE ROPE ROCK CATCHMENT FENCE (SHEET 1 OF 3)

WIRE ROPE ROCK CATCHMENT FENCE (SHEET 2 OF 3)

212-02EB 10-004 05/06/10

EB 10-004 05/06/10

CHAIN LINK ROCK CATCHMENT FENCE (SHEET 1 OF 2)

CHAIN LINK ROCK CATCHMENT FENCE (SHEET 2 OF 2)

212-03EB 10-004 05/06/10

EB 10-004 05/06/10WIRE MESH SLOPE PROTECTION (SHEET 2 OF 2)

WIRE MESH SLOPE PROTECTION (SHEET 1 OF 2)

212-04EB 10-004 05/06/10

WIRE MESH DRAPE

212-05EB 10-004 05/06/10

EB 10-004 05/06/10

TEMPORARY ROCK CATCHMENT BARRIER (SHEET 1 OF 2)

TEMPORARY ROCK CATCHMENT BARRIER (SHEET 2 OF 2)

EB 09-036

EB 09-036

EB 09-036

EB 09-036

EB 09-036

EB 09-036

09/02/10

09/02/10

09/02/10

09/02/10

09/02/10

09/02/10

09/02/10

209-06 EB 09-036 09/02/10TURBIDITY CURTAIN

554-01

EB 10-041 05/05/11

EB 10-041 05/05/11

EB 10-041 05/05/11

EB 10-041 05/05/11

EB 10-041 05/05/11

TYP. SECTIONS FOR MECH. STABILIZED EARTH SYSTEMS

PROPRIETARY FILL TYPE RETAINING WALLS - SHEET 3 OF 5

TYP. SECTIONS FOR MECH. STABILIZED WALL SYSTEMS


TYP. SECTIONS FOR PREFABRICATED WALL SYSTEMS


GENERAL NOTES


GENERAL DETAILS


554-02

EB 10-041 05/05/11

05/05/11EB 10-041

EB 10-041 05/05/11SHEET 1 OF 6 - WALLS - GENERAL NOTES AND DETAILS

GEOSYNTHETICALLY REINFORCED SOIL SYSTEMS

SHEET 2 OF 6 - WALLS - TYPICAL SECTIONS


SHEET 3 OF 6 - SLOPES - GENERAL NOTES AND DETAILS


SUBJECTSHEET NO. ISSUED BY EFFECTIVE

EB 10-041 05/05/11

05/05/11EB 10-041SHEET 4 OF 6 - SLOPES - TYPICAL SECTIONS


SHEET 5 OF 6 - FACING DETAILS


SHEET 6 OF 6 - FACING DETAILS

GEOSYNTHETICALLY REINFORCED SOIL SYSTEMSEB 10-041 05/05/11

601-01 EB 12-009 09/06/12PRECAST CONCRETE STREET PAVING LAYOUT DETAILS

CHECK DAMS (SHEET 1 OF 2)

(ERRATA ISSUED BY EB 13-042)



INSTALLATION DETAILS FOR REINFORCED CONCRETE PIPES


EARTHWORK TRANSITION AND BENCHING DETAILS


PRE-CAST CONCRETE TRANSVERSE DRAINAGE INTERCEPTOR

BOOK 1 of 4

U.S. CUSTOMARY STANDARD SHEET

BOOK 1

(LATEST CHANGES HIGHLIGHTED)

09/01/2019

INDEX OF SHEETS EFFECTIVE

STA

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606-24


(THIS BOOK)

BOOK 2


09/01/2019


606-01CABLE GUIDE RAILING (SHEET 2 OF 3)

CABLE GUIDE RAILING (SHEET 3 OF 3)

EB 12-003 09/06/12

EB 12-003 09/06/12

EB 12-003 09/06/12

606-29

606-31 EB 08-036 01/08/09TRANSITION: WIDE - NORMAL WIDTH SINGLE SLOPE MEDIAN

606-33

EB 08-036 01/08/09

01/08/09EB 08-036

(MAINTENANCE SUPPORT)

W-BEAM GUIDE RAILING (SHEET 1 OF 2)

606-35 EB 08-036 01/08/09(MAINTENANCE SUPPORT)

CONCRETE BARRIER (CAST-IN-PLACE)

606-36 EB 11-013 01/12/12PRECAST CONCRETE BARRIER

606-37 EB 08-036 01/08/09MACHINE FORMED CONCRETE BARRIER


TRANSITION: BOX BEAM - W-BEAM


TRANSITION: HPBO - JERSEY SHAPE

01/08/09EB 08-036606-41(MAINTENANCE SUPPORT)

TRANSITION: CONCRETE WALL - JERSEY MEDIAN

606-42 EB 08-036 01/08/09STANDARD (NJ) AND SINGLE SLOPE CONCRETE SHAPES

TRANSITION: CONCRETE BARRIER BETWEEN

606-08 EB 11-013 01/12/12

606-09

606-10

606-11

606-13 SINGLE-SLOPE CONCRETE HALF SECTION BARRIER

606-14 EB 08-036 01/08/09SINGLE-SLOPE CONCRETE WIDE BARRIER

SINGLE-SLOPE CONCRETE MEDIAN BARRIER AND

606-15 EB 08-036 01/08/09SECTION - RAMPED TERMINAL

SINGLE-SLOPE CONCRETE BARRIER TERMINAL

606-19 EB 12-003 09/06/12

606-20 01/08/09

606-21

TRANSITION: BOX - CABLE

606-22

EB 08-036 01/08/09

01/08/09EB 08-036

EB 13-028 05/08/14

TRANSITION: BOX - SINGLE SLOPE (SHEET 1 OF 3)


EB 13-028 05/08/14

(SHEET 1 OF 3)

TRANSITION: BOX MEDIAN - SINGLE SLOPE MEDIAN

(SHEET 2 OF 3)


(SHEET 3 OF 3)


606-25

EB 08-036 01/08/09

EB 08-036 01/08/09

EB 08-036 01/08/09

05/08/14

606-02

CABLE MEDIAN BARRIER (SHEET 3 OF 3)

606-04

EB 11-013

EB 11-013 01/12/12

01/12/12BOX BEAM GUIDE RAIL (SHEET 1 OF 4)

606-05 EB 08-036 01/08/09BOX BEAM MEDIAN BARRIER

606-06 01/07/10EB 09-025GRADING, PAYMENT, AND LAYOUT DETAILS

BOX BEAM END ASSEMBLY TYPE III

EB 12-003 09/06/12

EB 12-003 09/06/12

EB 12-003 09/06/12

606-07

EB 13-028 05/08/14

EB 11-013 01/12/12BOX BEAM GUIDE RAIL (SHEET 3 OF 4)

BOX BEAM GUIDE RAIL (SHEET 4 OF 4) EB 10-022 01/06/11

EFFECTIVEISSUED BYSUBJECTSHEET NO.

606-27 05/08/14EB 13-028



EB 13-028 05/08/14

EB 13-028 05/08/14

EB 13-028 05/08/14

EB 13-028 05/08/14

EB 13-028 05/08/14

EB 13-028 05/08/14

EB 13-028 05/08/14

GRADING DETAILS FOR PROPRIETARY HPBO (MOD.) TERMINALS

EB 13-028 05/08/14

(SHEET 1 OF 3)

TRANSITION: HPBO (MOD.) - SINGLE SLOPE HALF SECTION

(SHEET 2 OF 3)


(SHEET 3 OF 3)


05/08/14EB 13-028

EB 13-028

05/08/14EB 13-028

EB 13-028 05/08/14

EB 13-028 05/08/14

606-43

606-44

EB 13-028 05/08/14

EB 13-028 05/08/14

606-32 EB 13-049 05/08/14SINGLE SLOPE CONCRETE BARRIER

TRANSITION: HALF-SECTION TO FULL-SECTION

(SHEET 3 OF 3)

TRANSITION: HPBO (MOD.) MEDIAN - SINGLE SLOPE MEDIAN

607-01 EB 08-036 01/08/09R.O.W. FENCING

607-04EB 08-036 01/08/09

CHAIN LINK FENCE WITH TOP RAIL

607-05EB 08-036 01/08/09

607-06 EB 08-036 01/08/09

CHAIN LINK FENCE WITH TOP TENSION WIRE

GATES AND CHAIN LINK FENCE ADJACENT TO GATES



SHEET NO. SUBJECT ISSUED BY EFFECTIVE

BOOK 2 of 4


CABLE GUIDE RAIL (SHEET 1 OF 3)





(ERRATA ISSUED BY EB 14-025 & EB 18-003)

BOX BEAM GUIDE RAIL (SHEET 2 OF 4)


WEAK POST CORRUGATED-BEAM GUIDE RAILING SHEET 1 OF 3






WEAK POST W-BEAM MEDIAN BARRIER


CORRUGATED-BEAM MEDIAN BARRIER

HEAVY POST BLOCKED-OUT (MOD.)


TRANSITION: BOX - W-BEAM (MOD.)


TRANSITION: BOX - HPBO (MOD.)EB 13-028 05/08/14

EB 08-036




HPBO (MOD.) MEDIAN (SHEET 1 OF 2)

TRANSITION: BOX MEDIAN - WEAK POST AND

05/08/14EB 13-028


HPBO (MOD.) MEDIAN (SHEET 2 OF 2)

TRANSITION: BOX MEDIAN - WEAK POST AND


GUIDE RAIL AND MEDIAN BARRIER

TRANSITION: WEAK POST - HPBO (MOD.)


(SHEET 1 OF 3)


(SHEET 2 OF 3) (ERRATA ISSUED BY EB 18-023)


(MAINTENANCE SUPPORT) (ERRATA ISSUED BY EB 18-023)

W-BEAM GUIDE RAILING (SHEET 2 OF 2)

(MAINTENANCE SUPPORT) (ERRATE ISSUED BY EB 18-023)

HPBO GUIDE RAILING AND TRANSITIONS (8 SHEETS)

(MAINTENANCE SUPPORT) (ERRATA ISSUED BY EB 18-023)

HPBO MEDIAN BARRIER AND TRANSITIONS (5 SHEETS)

(ERRATA ISSUED BY EB 14-025, EB 18-003)

CORRUGATED-BEAM GUIDE RAILING (SHEET 2 OF 2)



CORRUGATED-BEAM GUIDE RAILING (SHEET 1 OF 2)


606-28




STA

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608-02 EB 16-012 05/01/16DISABILITIES DETAILS

ACCESSIBLE PARKING FOR PERSONS WITH

EB 16-012 05/01/16

609-02 EB 13-007 01/09/14

609-01 EB 16-019 09/01/16STONE CURB AND GRANITE CURB

MISCELLANEOUS CURB DETAILS

609-03 EB 08-036 01/08/09ASPHALT CURB

CONCRETE CURB, CURB AND GUTTER, AND HOT MIX

EB 12-011 09/06/12

608-01

EB 16-012

EB 16-012

05/01/16

10/05/17EB 17-042

05/01/16

05/01/16EB 16-012

LANDSCAPE PLANTING DETAILS (SHEET 1 OF 2)

EB 12-011 09/06/12

619-01

EB 09-025 01/07/10

TEMPORARY CONCRETE BARRIER (SHEET 1 OF 5)


619-02EB 08-036

EB 08-036 01/08/09

01/08/09

TYPE III CONSTRUCTION BARRICADES (SHEET 1 OF 2)

619-04 EB 08-036 01/08/09PORTABLE TEMPORARY WOODEN SIGN SUPPORT

619-10 EB 08-036 01/08/09

619-11 EB 08-036 01/08/09WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES

WORK ZONE TRAFFIC CONTROL GENERAL NOTES

619-12EB 12-010

EB 12-010 05/03/12

SIGN TABLE (SHEET 1 OF 2)

SIGN TABLE (SHEET 2 OF 2)

619-20 EB 09-025 01/07/102-LANE 2-WAY ROADWAY

SHOULDER CLOSURE

619-21 EB 09-025 01/07/102-LANE 2-WAY ROADWAY MULTIPLE WORK LOCATIONS

SHOULDER CLOSURE

619-22 EB 08-036 01/08/09

619-23 EB 08-036 01/08/09

619-24 EB 09-025 01/07/10

619-30 EB 08-036 01/08/09

EXPRESSWAY / FREEWAY

SHOULDER CLOSURE

EXPRESSWAY / FREEWAY RAMP APPROACH

SHOULDER CLOSURE


PARTIAL EXIT RAMP CLOSURE

MULTI LANE HIGHWAY

SINGLE LANE CLOSURE

619-63 EB 08-036 01/08/092-LANE 2-WAY ROADWAY WITH CENTER TURN LANE

SINGLE LANE SHIFT

619-64 EB 08-036 01/08/09

619-65 EB 08-036 01/08/09

619-66 EB 08-036 01/08/09

2-LANE 2-WAY ROADWAY WITH CENTER TURN LANE

CENTER TURN LANE CLOSURE


MULTI LANE SHIFT

2-LANE 2-WAY ROADWAY

ROAD CLOSURE WITH OFF SITE DETOUR

624-01 EB 11-013 01/12/12CONCRETE GUTTER

625-01 EB 17-047 05/01/18R.O.W. AND SURVEY MARKERS

630-01 EB 08-036 01/08/09HIGHWAY BARRIER AND HIGHWAY-RAILROAD BARRICADE

632-01EB 08-036

EB 08-036 01/08/09

01/08/09PRECAST MODULAR WALLS (SHEET 1 OF 2)

PRECAST MODULAR WALLS (SHEET 2 OF 2)

619-31 EB 08-036 01/08/09MULTI LANE DIVIDED HIGHWAY

SINGLE LANE CLOSURE

619-32 EB 08-036 01/08/09

619-33 EB 09-025 01/07/10

619-34 EB 09-025 01/07/10

619-40 EB 08-036 01/08/09

MULTI LANE HIGHWAY / EXPRESSWAY / FREEWAY

SINGLE LANE CLOSURE

NEAR ENTRANCE RAMP EXPRESSWAY / FREEWAY

SINGLE LANE CLOSURE

NEAR EXIT RAMP EXPRESSWAY / FREEWAY

SINGLE LANE CLOSURE


DOUBLE LANE CLOSURE

619-41 EB 08-036 01/08/09MULTI LANE HIGHWAY

DOUBLE INTERIOR LANE CLOSURE

619-50 EB 09-025 01/07/10SIDEWALK DETOUR OR DIVERSION

619-51 EB 08-036 01/08/09CROSSWALK CLOSURE AND PEDESTRIAN DETOUR


FLAGGING OPERATION

619-61 EB 08-036 01/08/092-LANE 2-WAY ROADWAY INTERSECTION

FLAGGING OPERATION


TEMPORARY TRAFFIC SIGNAL

TYPE III CONSTRUCTION BARRICADES (SHEET 2 OF 2)

TEMPORARY CONCRETE BARRIER (SHEET 3 OF 5)EB 10-034 01/06/11

05/03/12



(ERRATA ISSUED BY EB 14-025)EB 09-025 01/07/10

609-04 EB 13-007GRANITE SLOPED CURB DETAILS, TYPE S 01/09/14

608-07 EB 16-012 05/01/16

EB 16-012 05/01/16

EB 16-012 05/01/16RAISED CROSSWALK DETAILS (SHEET 1 OF 3)

RAISED CROSSWALK DETAILS (SHEET 2 OF 3)

RAISED CROSSWALK DETAILS (SHEET 3 OF 3)

SHEET NO. SUBJECT ISSUED BY EFFECTIVE SHEET NO. SUBJECT ISSUED BY EFFECTIVE

EB 16-012 05/01/16

EB 16-012 05/01/16

EB 16-012 05/01/16


EB 16-012

EB 16-012

05/01/16

05/01/16EB 16-012

05/01/16

EB 16-012 05/01/16

EB 16-012 05/01/16

SIDEWALK CURB RAMP DETAILS (SHEET 5 OF 9)









EB 16-012 05/01/16608-03

EB 16-012 05/01/16

EB 16-012 05/01/16

EB 16-012 05/01/16

EB 16-012 05/01/16RESIDENTIAL AND MINOR COMMERCIAL DRIVEWAYS

(SHEET 9 OF 9)

RESIDENTIAL AND MINOR COMMERCIAL DRIVEWAYS

(SHEET 8 OF 9)


(SHEET 7 OF 9)


(SHEET 6 OF 9)


(SHEET 5 OF 9)


(SHEET 4 OF 9)


(SHEET 3 OF 9)


(SHEET 2 OF 9)


(SHEET 1 OF 9)

BOOK 3 of 4

EB 17-005

EB 17-005 09/01/17

09/01/17



BOOK 3


09/01/2019




611-01LANDSCAPE PLANTING DETAILS (SHEET 2 OF 2)


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645-10EB 09-025 01/07/10SIGN POSTS

MULTIPLE POST SIGN INSTALLATION USING TYPE B

655-08 EB 08-036 01/08/09TELESCOPING MANHOLE CASTING AND RING

645-01

EB 09-025

EB 09-025 01/07/10

01/07/10

645-02 EB 09-025 01/07/10ROUTE MARKER ASSEMBLIES

645-03EB 09-025

EB 09-025 01/07/10

01/07/10

POSITIONING OF TRAFFIC SIGNS (SHEET 1 OF 2)

POSITIONING OF TRAFFIC SIGNS (SHEET 2 OF 2)

645-05

EB 09-025

EB 09-025 01/07/10

01/07/10

(SHEET 1 OF 2)

TOURIST, BUSINESS, AND RAMP SERVICE SIGNS

(SHEET 2 OF 2)

TOURIST, BUSINESS, AND RAMP SERVICE SIGNS

645-06EB 09-025 01/07/10

01/07/10EB 09-025

TOURIST ORIENTED BUSINESS SIGNS (SHEET 1 OF 2)

TOURIST ORIENTED BUSINESS SIGNS (SHEET 2 OF 2)

645-07

01/08/09

01/07/10EB 09-025

EB 08-036

SPECIFIC SERVICES SIGNS (SHEET 1 OF 2)

SPECIFIC SERVICES SIGNS (SHEET 2 OF 2)

645-09EB 12-040 05/02/13

645-11 EB 09-025 01/07/10ASSEMBLY

BI-DIRECTIONAL BREAKAWAY BASE AND HINGE

645-12 EB 09-025 01/07/10ASSEMBLY

OMNI-DIRECTIONAL BREAKAWAY BASE AND HINGE

663-02 EB 11-025 05/03/12WATER MAIN HORIZONTAL THRUST RESTRAINT DETAILS

663-03 EB 11-025 05/03/12WATER MAIN THRUST RESTRAINT DETAILS

663-04 EB 08-036 01/08/09WATER MAIN UTILITY CROSSING RELOCATION DETAILS

663-05 EB 08-036 01/08/09

663-06 EB 08-036 01/08/09

663-07 EB 08-036 01/08/09

WATER MAIN HYDRANT AND VALVE DETAILS

WATER MAIN HYDRANT FENDER DETAILS

WATER MAIN SERVICE CONNECTION DETAILS

670-01 EB 08-036 01/08/09LAMPPOST FOUNDATIONS

670-02 EB 08-036 01/08/09LIGHT STANDARD DETAILS

670-03 EB 08-036 01/08/09FOUNDATIONS

DAVIT ARM, WOOD POLE BRACKET ARM AND DEEP

OTHER SIGNS

SIGN PANEL DETAILS FOR GUIDE, INFORMATION, AND

645-14 EB 08-045 05/07/09

664-01 EB 13-038 01/09/14

655-01 EB 08-036 01/08/09RECTANGULAR GRATES

655-02 EB 08-049 05/07/09

655-06 EB 08-036 01/08/09

655-07 IRON FRAMES AND CURB BOXES

WELDED FRAMES AND PROOF LOADED CAST STEEL OR

646-11 EB 11-006

646-12 EB 10-020

646-13 EB 10-020 01/06/11

646-14 EB 10-020 01/06/11

646-15 EB 11-006 09/01/11

646-16 EB 10-020 01/06/11

01/06/11

STANDARD AND LARGE DELINEATOR PANEL DETAILS

STANDARD DELINEATOR BRACKET AND FASTENER DETAILS

AND EXPRESSWAYS

SUPPLEMENTARY SNOWPLOWING MARKER LAYOUT ON FREEWAYS

REFERENCE MARKER LARGE DELINEATOR SNOWPLOWING AND

BARRIER DETAILS

DELINEATOR MOUNTING ON CONCRETE MEDIAN

09/01/11

SNOWPLOWING MARKER DETAILS AND NOTES

DELINEATOR SNOWPLOWING MARKER AND SUPPLEMENTARY




EB 08-049 05/07/09

649-02 EB 13-040 01/09/14

649-04 EB 16-030 01/01/17

MILLED-INAUDIBLE ROADWAY DELINEATORS


POLE MOUNTED SIGNS (ERRATA ISSUED BY EB 14-025)


PARALLEL BAR FRAMES AND GRATES


FRAMES, GRATES AND COVERS

PROOF LOADED CAST STEEL OR IRON MANHOLE

649-03 EB 13-040 01/09/14CENTERLINE AUDIBLE ROADWAY DELINEATORS

SECONDARY HIGHWAY AUDIBLE ROADWAY DELINEATORS

BOOK 4 of 4



BOOK4


09/01/2019


ERRATA ISSUED BY EB 18-003

STANDARD SIGN BLANK DETAILS (SHEET 1 OF 2)

ERRATA ISSUED BY EB 18-003

STANDARD SIGN BLANK DETAILS (SHEET 2 OF 2)

655-04 EB 12-031 01/10/13(ERRATA ISSUED BY EB 16-008 & EB 18-003)

RETICULINE GRATES

663-01 EB 13-038 01/09/14(ERRATA ISSUED BY EB 18-003)

WATER MAIN PIPE INSTALLATION DETAILS


SANITARY SEWER MAIN PIPE INSTALLATION DETAILS

(ERRATA ISSUED BY EB 13-042 & 18-023)

(ERRATA ISSUED BY EB 16-008 & 18-023)

AND EB 19-025)

REFERENCE MARKER DETAILS (ERRATA ISSUED BY EB 14-025

680-01 01/01/18TRAFFIC SIGNAL POLE FOUNDATIONS

680-02 EB 11-013 01/12/12FRAMES AND COVERS

PRECAST STANDARD RECTANGULAR PULLBOXES,

680-03 EB 11-013 01/12/12

680-04 EB 18-041 01/01/18

FRAMES AND COVERS

STANDARD CIRCULAR PULLBOXES,

DETAILS

PULLBOX, CONDUIT AND GROUND ROD INSTALLATION

680-06EB 08-036 01/08/09

01/08/09EB 08-036STANDARD TRAFFIC SIGNAL POLES (SHEET 1 OF 2)

STANDARD TRAFFIC SIGNAL POLES (SHEET 2 OF 2)

680-08 EB 18-041 01/01/18

680-10 EB 08-036 01/08/09

680-11 EB 13-045 05/08/14SIGNAL HEAD ASSEMBLY DETAILS

680-12 EB 18-041 01/01/18DETAILS

SINGLE SPAN WIRE MOUNTED SIGN INSTALLATION

INSTALLATION DETAILS

MAST ARM AND POLE MOUNTED TRAFFIC SIGNAL

INSTALLATION DETAILS

PEDESTRIAN SIGNALS AND FLASHING BEACON

05/08/14EB 13-045DETAILS

SPAN WIRE MOUNTED TRAFFIC SIGNAL INSTALLATION680-07

EB 17-027

680-13 EB 18-041 01/01/18

680-14 EB 18-041 01/01/18

680-15 EB 18-041 01/01/18

DETAILS

DUAL SPAN WIRE AND MAST ARM SIGN INSTALLATION

685-01 EB 12-036

EB 12-036

EB 12-036

EB 12-036 05/03/13

05/03/13

05/03/13

05/03/13

EB 12-036 05/03/13

DETAILS

INDUCTANCE LOOP VEHICLE DETECTOR INSTALLATION

MAGNETIC VEHICLE DETECTOR INSTALLATION DETAILS

PAVEMENT MARKING DETAILS (SHEET 1 OF 9)





EB 12-036 05/03/13685-01

680-05DETAILS

BASE - AND POLE - MOUNTED CABINET INSTALLATION

680-16 EB 18-041 01/01/18

EB 18-041 01/01/18680-17 UTILITY CLEARANCES TO0 TRAFFIC SIGNALS

EB 12-036

EB 12-036 05/03/13

05/03/13

EB 12-036 05/03/13








EB 18-041 01/01/18

WOOD POLE DETAILS

(DISAPPROVED)



STA

ND

AR

D S

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ETS

(US

C),

Sep

tem

ber 0

1, 2

019

TEMPERATURE (DEGREES FARENHEIT)

SPRING COMPRESSION FROM UNLOADED POSITION IN EACH SPRING - MEASURED IN INCHES

110

TO

120

1 1• 1ƒ 2 2‚ 2• 2ƒ 3 3‚ 3• 3ƒ 4

100

T0

109

1‚ 4•

90

TO

99

80

TO

89

70

TO

79

60

TO

69

50

TO

59

40

TO

49

30

TO

39

20

TO

29

10

TO

19

0

TO

9

-20

TO

-11

TYPICAL INTERMEDIATE ANCHORAGE SECTION

ELEVATION

TYPICAL APPROACH AND TERMINAL SECTIONS

ELEVATION

S3 X 5.7 POST

CROSS SECTION

LONG POST

FRONT EXTRA

MOUNTING HEIGHT

POSTc

GROUND LINE

POSTc

‚" 2"

‚" 2"

POSTc

TO FACILITATE DRIVING

CORNERS MAY BE CLIPPED

2†"

c

WEB

REFLECTOR

BOLTS

FOR HOOK

…" HOLES

I-BEAM POST

INTERMEDIATE ANCHORAGE SECTIONS

8'-0"16'-0

"8'-0"

PAY LIMIT FOR PAY LIMIT FOR

16'-0"8'-0"

PAY LIMIT FOR

TABLE "A"

MAX. POST SPACING CURVATUREcRADIUS OF

RADIUS OF < 440'cCURVES WITH A

DO NOT INSTALL CABLE GUIDE RAILING ON

REFLECTOR DETAILREFLECTOR DETAILHOOK BOLT DETAIL

SIDE VIEW

STANDARD POST

FRONT VIEW

STANDARD POST

TYPICAL POST DETAILS

715'w

(SEE DETAIL)

REFLECTOR

(SEE DETAIL)

HOOK BOLTS

OR BLIND RIVET

SELF TAPPING SCREW

TAMPER RESISTANT

HOLE FORd ‚"

5"

1"

WITH WASHER

OR BLIND RIVET

SELF TAPPING SCREW

TAMPER RESISTANT

HOLE FORd ‚"

Š" STANDARD NUT

MUST EQUAL BEARING AREA OF

SHOULDER. APPROVED SHOULDER

BACKING NUT OR APPROVED

A.S.H. HEX GALVANIZEDd Š"



‚" 2" AT 11"

p‚" X 8" X 2'

‚" 2"

GROUND LINE

2…

"

1•"

WITH FLANGE EDGES

REFLECTOR FACE FLUSH

-10

TO

-1

2'-5" (NOM.)

2000' MAXIMUM BETWEEN TERMINAL SECTIONS, TERMINAL SECTIONS AND

HEX NUT

A.S.H.d Š"

‡"

2'-

0"

3"

2'-

4"

5'-

5"

‚" X 8" X 2'-0"

(AWAY FROM TRAFFIC)

STEEL PLATE

1ƒ"

1"

1"

ˆ" TO „" GAP

3"

DETAIL (TYP.)

SEE ANCHOR

715'l 440' AND w

16'

12'

SEE BOX BEAM GUIDE RAIL STANDARD SHEETS.

NOTE: FOR OPTIONAL UNIVERSAL POST DETAILS

PLAN PLAN

6"

7'-

0"

2'-

0"

1'-

0"

/S/ RICHARD W. LEE, P.E.

6"

6"

6"

6"

6"

6"

POSTc

†"

ADJUSTMENT.

TO TIGHTEN THE TURNBUCKLES, DEPENDING ON THE TEMPERATURE AT THE TIME OF

PRIOR TO FINAL ACCEPTANCE BY THE STATE, THE FOLLOWING VALUES SHALL BE USED

LAST PARALLEL POST (SEE TYPICAL INTERMEDIATE ANCHORAGE DETAILS).

-LENGTH OF CABLE RUNS OVER 2000' - START A NEW STRETCH BY INTERLACING AT

ON THE ENDS OF EACH INDIVIDUAL CABLE.

-LENGTH OF CABLE RUNS 1000' TO 2000' - USE COMPENSATING DEVICE (DETAIL B)

CABLE.

ON ONE END, AND TURNBUCKLE (DETAIL A) ON THE OTHER END OF EACH INDIVIDUAL

-LENGTH OF CABLE RUNS UP TO 1000' - USE COMPENSATING DEVICE (DETAIL B)

LENGTH OF CABLE RUN

TURNBUCKLE CABLE END ASSEMBLIES, THE FOLLOWING CRITERIA SHALL APPLY:

FOR ARRANGEMENT OF SPRING CABLE END ASSEMBLIES (COMPENSATING DEVICE) AND

PROVIDE A MINIMUM OF 100' BETWEEN CABLE SPLICES ON THE SAME CABLE.

STAGGER CABLE SPLICES. PROVIDE A MINIMUM OF 20' BETWEEN ANY PAIR.

WHEN ON THE LEFT.

OF TRAFFIC AND FLUORESCENT YELLOW

THE REFLECTIVE SHEETING SHALL BE WHITE WHEN INSTALLED ON THE RIGHT SIDE

REFLECTORS SHALL BE ALUMINUM ALLOY 1/16 " THICK WITH REFLECTIVE SHEETING.

SECTION, OR WHEN USED AS A MEDIAN BARRIER.

POSTS IN THE INTERMEDIATE ANCHORAGE SECTION, TYPICAL APPROACH AND TERMINAL

POST STARTING WITH THE FIRST SHALL BE REFLECTORIZED. DO NOT REFLECTORIZE

WHERE THE RAIL IS PARALLEL TO THE EDGE OF THE PAVEMENT, EVERY SIXTH (6TH)

SHALL BE S3 X 7.5.

ALL POSTS SHALL BE S3 X 5.7 ROLLED STEEL SECTION. THE ANCHOR POST STUB

GENERAL NOTES:

(TYP.)

POSTS

2'-

5" (N

OM.)

2'-

5" (N

OM.)

(ACTING)

DEPUTY CHIEF ENGINEER DESIGN

REFLECTORIZED (SEE NOTE 2)

REFLECTORIZED (SEE NOTE 2)

(SEE NOTES 2 AND 3)

3•

"

‚" 2" - 11"

2'-

0"

TO

AN

CH

OR

PO

ST (T

YP)

y

y

y

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

IRON OR ASTM A536 DUCTILE IRON GRADE 65-45-12.

( 715-02). THE CABLE SPLICE AND WEDGE SHALL BE FRABRICATED FROM MALLEABLE

CABLE ENDS SHALL BE FABRICATED FROM MALLEABLE IRON ( 715-09) OR CAST STEEL

BASE OF THE WEDGE TO HOLD IT FIRMLY IN PLACE.

WEDGE TYPE CONNECTION, ONE WIRE OF THE WIRE ROPE SHALL BE CRIMPED OVER THE

AT ALL LOCATIONS WHERE THE CABLE IS CONNECTED TO A CABLE SOCKET WITH A

MANUFACTURER AS HAVING A "SAFE WORKING LOAD" OF FOUR TONS (4 TONS).

LIFTING DEVICES, IF EMBEDDED IN CONCRETE, SHALL BE RATED BY THEIR

12" AND FROM GROUND BENEATH RAIL IF OFFSET > 12".<PAVEMENT AND CURB IS

RAIL MOUNTING HEIGHT IS TO BE MEASURED FROM PAVEMENT IF OFFSET BETWEEN

CABLES".

AND BACK FILL AT STRUCTURES, CULVERTS, PIPES, CONDUITS, AND DIRECT BURIAL

UNDER IT. BACK FILL IN ACCORDANCE WITH THE REQUIREMENTS OF 203-3.15 "FILL

BOTTOM OF THE ANCHOR SHALL HAVE A FULL AND EVEN BEARING ON THE SURFACE

THE CONCRETE ANCHOR SHALL BE SET INTO THE EXCAVATION AS DETAILED. THE

‚" 2"

16-J

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STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

ISSUED UNDER EB 12-003


APPROVED FEBRUARY 14, 2012

(SHEET 1 OF 3)

CABLE GUIDE RAILING

606-01

ISSUED WITH EB 18-003

ERRATA 1: EFF. 05/01/18

16'-0"

ANCHOR UNIT ANCHOR UNITPAY LIMIT FOR CABLE GUIDE RAIL

ANCHOR UNIT

CABLE END ASSEMBLY POST (TYP.)

ANCHOR POST

TYP. ON TANGENT

CABLE GUIDE RAIL

PAY LIMIT FOR

ANCHOR ANGLE (TYP)

ANCHOR POST (TYP)

(SEE NOTES 5, 9 AND 10)

CABLE END ASSEMBY(SEE NOTES 5. 9 AND 10)

CABLE END ASSEMBY

STA

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AR

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C),

Sep

tem

ber 0

1, 2

019

ALL SIDES

FOR CONCRETE ANCHOR

LIMITS OF EXCAVATION

SEE ANCHOR POST DETAIL

ANCHOR SURFACE

PERPENDICULAR TO

ANCHOR RODS MOUNTED

TOP CABLE

(KEEPER PLATE NOT SHOWN)

�"

�"

SL

OP

E

1:6

TRAFFIC

KEEPER PLATE DETAIL FOR TYPICAL INSTALLATION

NOTE: SEE THE ANCHOR UNIT

DIRECTION OF

(2 REQ.)p �"

ANCHOR POST BASE DETAILPLAN VIEW

GENERAL NOTES ON SHEET 1 OF 3

1

12

(SEE NOTE 6)

(TY

P.)

HEAVIER THAN UPPER POST)

(NOTE: STUB SECTION IS

2" - S3 X 7.5 STUB

"CABLE GUIDE RAIL (SHEET 3 OF 3)"

SEE DETAIL ON STANDARD SHEET TITLED

TO PLUMB ANCHOR POST.p

�" THICK WASHER MAY BE PLACED BETWEEN

, (1) UNDER NUT. AN ADDITIONALp (1) BETWEEN

TORQUE TO 25 LBS./FT. (1) WASHER UNDER HEAD,

�" BOLT, 2�" LONG WITH NUT AND (3) WASHERS

ANCHOR POST BASE DETAIL

FLAT WASHER (GALV.)

NUT WITH dTHE TOP 2" THREADED FOR A �"

OR 12 NO. 6 BARS 25" LONG WITH ACI HOOK AND

ASTM A 307 GRADE C ANCHOR RODS,d12- �"

ANCHOR RODS

28 GAUGE GALVANIZED STEEL, PAINTED ORANGE


(DESIGN)

FOR THE DEPUTY CHIEF ENGINEER

�"

UPPER POST

S3 X 5.7

�"

�"

ANCHOR POST

ANCHOR POST BASE

FRONT VIEW OF POST TOP(ROAD SIDE)

ANCHOR UNIT DETAIL


ANCHOR UNIT INSTALLATION DETAIL

FINISHED GRADE

1’-0"

cBOLT PATTERN

GROUND LINE

6"

6"

1’-0"

1’-

0"

1’-0"

1"

1"

1"

1�

"

1�" (TYP.)

4"

5"5"

4"

1"

1"

�" �"

1"

1"

�"

�"

�"

�"

2"

4’-9"

3’-9"

2’-

5�

"

/2

2’-

8�

"

4’-9"

3’-

9"

3"

3"

1’-

7�

"

1’-8"

3’-

3"

4’-3"

3"

1’-8"

1’-3"

1’-4"

1’-4"

3’-

0"

3" (TYP.)

CONCRETE ANCHOR

8" MINIMUM EMBEDMENT.

ANCHOR RODS GROUTED WITH

FULL THREADEDd USE (4)- �"

RETROFIT INSTALLATION:

S3 X 5.7 UPPER POST

pUPPER SLIP IMPACT

pKEEPER

pLOWER SLIP IMPACT

(TYP.)d�"

p�"

FOR ANCHOR RODS

HOLESd(4)- �"

CONCRETE ANCHOR SURFACE

SHOULDER

�" RADIUS (TYP.)

HEAVIER THAN UPPER POST)

(NOTE: STUB SECTION IS

ANCHOR POST STUB

S3 X 7.5

CONCRETE ANCHOR SURFACE

�" CABLE

CONCRETE ANCHOR

SLOPED TO MATCH

CABLES ON ROAD SIDE

FLAT WASHERS (GALV.)

�" HEX NUT WITH

1’-3"

ANCHOR UNIT DETAIL TOP VIEW

1’-

5"

6"

6"

ANCHOR SLOPED 1:6 (SEE NOTE 6)

(REINFORCEMENT NOT SHOWN)

LEFT HAND SHOWN; RIGHT HAND OPPOSITE

SLIP IMPACT PLATE

SLIP IMPACT PLATE

cANCHOR

3 HORIZONTAL NO. 3 BARS

EACH FACE 2 VERTICAL AND

SHEET 3 OF 3

SEE DETAIL p

POST SUPPORT

�" ANCHOR

POST DETAIL

SEE ANCHOR22-F

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STATE OF NEW YORK





(SHEET 2 OF 3)

CABLE GUIDE RAILING

606-01

EFFECTIVE DATE: 09/06/12

STA

ND

AR

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(US

C),

Sep

tem

ber 0

1, 2

019

WASHERSERIES

WASHER

MAX. MIN.

REGULAR

WIDE

NARROW

3" 3"

3�"3�"

2�" 2�" 2�"

�"

�"

�"

�"

�"

�"

�"

n5

�" RADIUS

C-UIVB

C-UIVB

3�"3�"

9"

4"1�"

�"

4�

"

2�

"

d1"

d1"

4"1�"

4�

"

1"

9"

�"

3�"5�"

1.844"0.291"

0.8

43"

0.43

7"

0.125"

0.5

62"

1�"

1�

"

2"

1’-2"

3"3"3"3�"

3" 3" 3"

2�

"

1’-2"

2"

3"3"3"3�"

1�

"2�

"

3"3"3"1�"

1�

"

�"

1�"

�"

1�"

1�

"

�"

BAC

11"

7�"

1�"

2�" RH THREAD

�"

7�"

1’-0"

11"

1’-8"7�"

�"

�"

1’-0"

�"

�" 2�"

�"

3�

"

2�" RH THREAD

1�"

�" �

"

6"

�"

6"

�"

�"

2"

�"

18"

n45

3�" 3�"

3�

"

3�"

2�

"

2�"

2�"

7�"

6�"

2"4�

"

SIDE VIEW OF ANCHOR POST TOP

ANCHOR ANGLE DETAILS

WELDED PLATE


CABLE END ASSEMBLY TO


(COMPENSATING DEVICE)

SPRING CABLE END ASSEMBLY

DETAIL "B"

STEEL TURNBUCKLE CABLE END ASSEMBLY

DETAIL "A"

RH THREAD

RH THREAD

RH THREAD

�"

RH THREAD LH THREAD

RH THREADS

RH THREADS

CABLE SPLICES AND CABLE ENDS

TYPICAL WEDGE FOR ALL

DETAIL "X"


BENT PLATE


n45

n20

n45

CABLE SPLICE DETAIL

WASHER TABLE AND WASHER DETAIL

0.015 0.005 0.030 0.007 0.121 0.074

BASIC BASIC BASIC

0.531 1.062 0.095

0.812 0.030 0.007 2.000 0.030 0.007 0.165 0.192 0.136

0.812 0.007 1.469 0.030 0.007 0.134 0.160 0.108

INSIDE DIAMETER "A"

TOLERANCE

PLUS MINUS

OUTSIDE DIAMETER "B"

TOLERANCE

0.030

THICKNESS "C"

MINUSPLUS

d

�"

�"

�"

3�" 3�" 3�" 3�"

1�"

�"

�"


pEXTERNAL STIFFENER


pINTERNAL STIFFENER


(DO NOT GALVANIZE)

FOR WRENCH

FLATTEN

WIRE SPRINGd�"

�" PLATE

ANCHOR POST SUPPORT

BRASS RODd�"

HOLE FORd �"

BRASS RODd�" OVER ENDS

HOLES AND BEND

BRASS ROD IN

dPLACE �"

FLATTEN FOR WRENCH

KEEPER ROD MUST BE INSTALLED

2-REGULAR

ANCHOR ANGLE

FLATTEN FOR WRENCH

�" CABLE

�" R

p�" p�"

�" R

HOLES FOR ANCHOR RODSd8- 1" HOLES FOR ANCHOR RODSd8- 1"

2-12N-2 THREAD (TYP.)

d�"

�" RADIUS

SEE DETAILp INTERNAL STIFFENER

0.203" R (TYP.)

1-WIDE

3- �" PLAIN

WASHERS (GALV.)

2- �" HEX NUTS (GALV.)

�"

(GALVANIZED)

TURNBUCKLE

STANDARD

RH (GALVANIZED)

�" SQUARE NUT

4�" LG. (GALVANIZED)

SPRING STOP

STANDARD FLAT WASHER (GALVANIZED)

FLATTENED ROD (GALVANIZED)d �"

NOM. (GALVANIZED)

�" NUT

SQUARE

SEE DETAIL

pSTIFFENER

EXTERNAL

(GALVANIZED)

STANDARD TURNBUCKLE

4 �

"

4 �

"

ROD

STEEL KEEPER

GALVINIZED

BRASS OR

d�"

STEEL KEEPER ROD

�" BRASS OR GALVINIZED

(ACTING)


(SEE NOTE 4)

CABLE END

CABLE END

(SEE NOTE 5)

CABLE END

CABLE END

(SEE NOTE 5)

CABLE END

SQ NUT (GALVANIZED)

�" A.S.H.

1�

"

�"

�"

22-F

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(SHEET 3 OF 3)

CABLE GUIDE RAILING

606-01


STA

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Sep

tem

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1, 2

019

HOOK BOLT DETAIL

1"

1"

1�"

(SEE NOTE 6)

�" TO �" GAP

�" STANDARD NUT

MUST EQUAL BEARING AREA OF

SHOULDER. APPROVED SHOULDER

BACKING NUT OR APPROVED

A.S.H. HEX GALVANIZEDd�"

HEX NUT

A.S.H.d�"

I-BEAM POSTCABLESc

TO c6"

�" 2" - 11" (TYP.)

POSTc

�"

POSTc POSTc

"B"

CABLE RUN "A"

CABLE RUN

PAYMENT LIMIT FOR ANCHOR UNIT

SECTIONS AND INTERMEDIATE ANCHORAGE SECTIONS, ORINTERMEDIATE ANCHORAGE SECTIONS.

PAY LIMIT FOR ANCHOR UNIT (TYP.)

COMMON POST

SEE DETAIL "C"

TABLE "A"

CURVATUREcRADIUS OF MAX. POST SPACING

715’>

RADIUS OF < 440’c CURVES WITH A

DO NOT INSTALL CABLE GUIDE RAILING ON

TEMPERATURE (DEGREES FAHRENHEIT)

SPRING COMPRESSION FROM UNLOADED POSITION IN EACH SPRING - MEASURED IN INCHES

110

TO

120

1 1� 1� 2 2� 2� 2� 3 3� 3� 3� 4

100

T0

109

1� 4�

90

TO

99

80

TO

89

70

TO

79

60

TO

69

50

TO

59

40

TO

49

30

TO

39

20

TO

29

10

TO

19

0

TO

9

-20

TO

-11

12’-3"

16’-5"

ANCHORAGE SECTION

ELEVATION TYPICAL INTERMEDIATE

PLAN VIEW

COMMON POST

DETAIL "C"

COMMON POST

DETAIL "C"POST

FRONT STANDARD

POST

SIDE STANDARD

-10

TO

-1

MOUNTING HEIGHT

2’-4" (NOM.)

2"

�" 2"

16’-0"

8’-0"

2000’ MAXIMUM BETWEEN TERMINAL SECTIONS, TERMINAL

715’ l 440’ ANDw

C

C

16’-0"

16’-0" 16’-0"

3�

"

�" X 8" X 2" STEEL PLATE

ANCHORAGE SECTION

ELEVATION TYPICAL INTERMEDIATE

PAYMENT LIMIT FOR CABLE MEDIAN BARRIER (TYP.)

PAYMENT LIMIT FOR CABLE MEDIAN BARRIER

CABLE RUN "B"

CABLE RUN "A"

ANCHOR POST

CABLE RUN "B"

POST (TYP.)

POST (TYP.)

FOR CABLE RUN "B"

ANCHOR UNIT

FOR CABLE RUN "A"

ANCHOR UNIT

FOR CABLE RUN "A"

(SEE NOTE 6)

ANCHOR

PLAN VIEW

(SEE NOTE 4)

CABLE END ASSEMBLY

(SEE NOTE 4)

CABLE END ASSEMBLY

(SEE NOTE 4)

CABLE END ASSEMBLY

(AWAY FROM CLOSEST TRAFFIC LANE)

y

PLAN VIEW

AT THE TIME OF THE ADJUSTMENT.

BE USED TO TIGHTEN THE TURNBUCKLES, DEPENDING ON THE TEMPERATURE

PRIOR TO FINAL ACCEPTANCE BY THE STATE, THE FOLLOWING VALUES SHALL

POST (SEE TYPICAL INTERMEDIATE ANCHORAGE DETAILS).

- OVER 2000’ - START NEW STRETCH BY INTERLACING AT LAST PARALLEL

EACH END OF EACH INDIVIDUAL CABLE.

- OVER 1000’ TO 2000’ - USE COMPENSATING DEVICE (DETAIL B) ON

TURNBUCKLE (DETAIL A) ON THE OTHER END OF EACH INDIVIDUAL CABLE.

TO 1000’ - USE COMPENSATING DEVICE (DETAIL B) ON ONE END, AND -

LENGTH OF CABLE RUN

CRITERIA SHALL APPLY:

DEVICES) AND TURNBUCKLE CABLE END ASSEMBLIES, THE FOLLOWING

FOR ARRANGEMENT OF SPRING CABLE END ASSEMBLIES (COMPENSATING

PROVIDE A MINIMUM OF (100’) BETWEEN CABLE SPLICES ON THE SAME CABLE.

STAGGER CABLE SPLICES. PROVIDE A MINIMUM OF (20’) BETWEEN ANY PAIR.

STUB SHALL BE S3 X 7.5.

ALL POSTS SHALL BE S3 X 5.7 ROLLED STEEL SECTIONS. THE ANCHOR POST

STANDARD SHEETS.

WASHER DETAILS ARE LOCATED ON 606-01 CABLE GUIDE RAILING

STEEL TURNBUCKLE END ASSEMBLIES, SPRING CABLE END ASSEMBLIES AND

DETAILS FOR ANCHOR POST BASE, CABLE WIRE, CABLE ENDS AND SPLICES,

2’

TO

AN

CH

OR

PO

ST (T

YP)

(SEE NOTE 8)

GRADE 65-45-12.

FABRICATED FROM MALLEABLE IRON OR ASTM A536 DUCTILE IRON

OR CAST STEEL ( 715-02). THE CABLE SPLICE AND WEDGE SHALL BE

CABLE ENDS SHALL BE FABRICATED FROM MALLEABLE IRON ( 715-09)

CRIMPED OVER THE BASE OF THE WEDGE TO HOLD IT FIRMLY IN PLACE.

WITH A WEDGE-TYPE CONNECTION, ONE WIRE OF THE WIRE ROPE SHALL BE

AT ALL LOCATIONS WHERE THE CABLE IS CONNECTED TO A CABLE SOCKET

STAGGERED.

THE MEDIAN DITCH OR LOW SPOT. REMAINING THREE CABLES SHALL BE

CABLE SYSTEM SHALL BE INSTALLED WITH THE BOTTOM CABLE FACING

MANUFACTURER AS HAVING A "SAFE WORKING LOAD" OF FOUR TON (4) TONS.

LIFTING DEVICES, IF EMBEDDED IN CONCRETE, SHALL BE RATED BY THEIR

THE OPPOSITE SIDE TO AVOID CABLES RUBBING.

J HOOKS ON COMMON POST SHALL TURN UP ON ONE SIDE AND DOWN ON

CONDUITS, AND DIRECT BURIAL CABLES".

OF 203-3.15 "FILL AND BACKFILL AT STRUCTURES, CULVERTS, PIPES,

THE SURFACE UNDER IT. BACKFILL IN ACCORDANCE WITH THE REQUIREMENTS

THE BOTTOM OF THE ANCHOR SHALL HAVE A FULL AND EVEN BEARING ON

THE CONCRETE ANCHOR SHALL BE SET INTO THE EXCAVATION AS DETAILED.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

GENERAL NOTES:

y

y

3"

2’-

2"

3’-

3"

5’-

5"

10"

2’-

0"

2’-

4" (N

OM.)

LINE

GROUND



SEE DETAIL

HOOK BOLTS

22-F

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(SHEET 1 OF 3)

CABLE MEDIAN BARRIER

606-02



(ACTING)


ANCHOR POST

STA

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Sep

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1, 2

019

20 n

18"

18"

45 n

C-

UIV

B

C-

UIV

B

45


pINTERNAL STIFFENER WELDED PLATE DETAIL

BENT PLATE DETAIL

ROD

BRASS

d‰"

SEE DETAILpINTERNAL STIFFENER

ROD

BRASS

d‰"

R = •"

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STATE OF NEW YORK





(SHEET 2 OF 3)


606-02


ERRATA 1: EFF. 05/01/18/S/ RICHARD W. LEE, P.E.

(ACTING)


3•"3•"3•"3•"

1'-6"

2"

4ƒ

"2ƒ

"1•

"

1'-6"

3•"3•"3•"3•"

2"

ƒ" RADIUS

n

3•"

3•

"

2ƒ

"

‚"

‚"

‚"

3" ‚" 3"

‚"

‚"

‚"

4ƒ

"2ƒ

"1•

"

pSTIFFENER

EXTERNAL AND CENTRAL

3"3"3"3"2"

3"3"3"3"2"

(SEE DETAIL)

EXTERNAL STIFFENER

WELDED PLATE

(SEE DETAIL)

EXTERNAL STIFFENER

BENT PLATE

SEE DETAILp CENTRAL INTERNAL STIFFENER

ANCHOR ANGLES SHALL BE SUBMITTED FOR APPROVAL

NOTE: ALTERNATE METHODS OF FABRICATING

d‚"

3" 3" 3" 3"4"

3" 3" 3" 3"4 "

5…"3•"3•"5…"

‚"

2…"2•" 2•"

3•" 3•" 3•"

1•"

4"

9"

4‚"

•"

1•" 1"

4‰"

•"

9"

4"

•"

•"

1•

"

1•"

1‚

"

2ƒ"

1‚"

p•" p‚"

d•"

d•"

(SEE DETAIL)

pEXTERNAL STIFFENER

BRASS ROD

d‰"

HOLES FOR ANCHOR BOLTSd(10)- 1"

HOLES FOR ANCHOR BOLTSd(10)- 1"

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

61

SHOULDER

POST DETAIL

SEE ANCHOR

SURFACE

CONCRETE ANCHOR

pLOWER SLIP IMPACT

S3 X 5.7 UPPER POST

3"

6"

6"

11„

"

ANCHOR POST DETAIL


ANCHOR SURFACE

PERPENDICULAR TO

ANCHOR RODS MOUNTED

2'-

6…

"

2†"

•"

6"

BETWEEN PLATE TO PLUMB ANCHOR POST.

ˆ" THICK WASHER MAY BE PLACED

PLATES, (1) UNDER NUT. AN ADDITIONAL

(1) WASHER UNDER HEAD, (1) BETWEEN

(3) WASHERS TORQUE TO 25 LBS./FT.

•" BOLT, 2•" LONG WITH NUT AND

BRASS RODd HOLE FOR ‰"d‚"

(SEE NOTE 5 ON SHEET 1)

ANCHOR SLOPED 1:6

CABLE 4 IS LOCATED ON THE LOW SIDE OF THE MEDIAN.

SIDE OF THE NEXT POST.

AS CABLE 4 AND PROCEEDS TO WEAVE TO THE OPPOSITE

CABLE 3 BEGINS ON THE SAME SIDE OF THE ANCHOR POST

SIDE OF THE NEXT POST.

AS CABLE 1 AND PROCEEDS TO WEAVE TO THE OPPOSITE

CABLE 2 BEGINS ON THE SAME SIDE OF THE ANCHOR POST

CABLE 1 IS LOCATED ON THE HIGH SIDE OF THE MEDIAN.

‚"

STANDARD SHEETS

SEE CABLE GUIDE RAILING

ANCHOR POST BASE DETAILS

PLATE DETAIL

ANCHOR POST SUPPORT

4.

3.

2.

1.

CABLE NOTES:

12"

TY

P

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STATE OF NEW YORK





(SHEET 3 OF 3)


606-02


2'-

3•

"

BARRIER SHEET

SEE CABLE MEDIAN

FOR ANCHOR DETAIL

CONCRETE ANCHOR

OVER ENDS (TYP.)

HOLES AND BEND

BRASS ROD IN

dPLACE ‰"

1•"

n45

‡"

1‹"

2"

†"

†"

BRASS RODd‰"

HOLE FORd‚"

ƒ"

TY

P

1ƒ

"

6"

(TYP)

BRASS RODd‰"

‡"

ANCHOR UNIT PLACEMENT


ERRATA 1: EFF. 05/01/18

TOP CABLE

BOTTOM CABLE

3'

9"

4' 9"

cANCHOR

(REINFORCEMENT NOT SHOWN)

ANCHOR UNIT DETAIL TOP VIEW

1' 3"

SEE DETAIL ON SHEET 2

ANCHOR UNIT DETAIL

(SEE NOTES 1 AND 5 ON SHEET 1)

12" 12"

SEE ANCHOR POST DETAIL

3'-

0"

ANCHOR RODS

ALL SIDES

FOR CONCRETE ANCHOR


CABLE 1

CABLE 2

ON THIS SHEET

SEE CABLE NOTES

(HIGH SIDE OF MEDIAN ON LEFT)

ISOMETRIC VIEW

CABLE 4

CABLE 1

CABLE 2

CABLE 3

ED

GE

OF

MO

WIN

G

ST

RIP

ED

GE

OF

MO

WIN

G

ST

RIP

(SEE NOTE 4)

CABLE 4

CABLE 3

ANCHOR BLOCK

CONCRETE

PLATE DETAILTHIS SHEET

SEE ANCHOR POST SUPPORT pƒ"


(ACTING)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

3"

SHOULDER BREAK

NO

RM

AL

SH

OU

LD

ER

WID

TH

TANGENT SECTION

TANGENT SECTION

GROUND LINE

BOX BEAM SHALL BE SHOP CURVED

OR STRAIGHT AS DIRECTED BY THE

ENGINEER. PAYMENT SHALL BE UNDER

THE APPROPRIATE ITEM

6’-0"

SOIL PLATES

REQUIRED IN SOIL

TS 6" X 6" BOX BEAM

DRIVEWAY, WALKWAY

OR OTHER OPENING

EDGE OF TRAVELED WAY

�"d HOLE IN BOTH SIDES OF BOX BEAM

AND IN BOTH POSTS. �" X 9�" BOLT

WITH NUTS AND FLAT WASHERS

2’-

6"

MIN.

TERMINAL POSTS IN ROCK:

DRILL APPROPRIATE SIZE HOLE OR HOLES, BACKFILL AND COMPACT

GRANULAR MATERIAL AROUND POSTS OR DRIVE POST IN COMPACTED

MATERIAL, SOIL PLATES NOT REQUIRED.

TYPE 0 END TERMINAL

POST MAY BE FIELD CUT

4"u

3’-0"

PAYMENT

FACTOR = 2

WHEN A TYPE 0 TERMINATION IS USED, PAYMENT WILL BE MADE

AS GUIDE RAIL WITH THE INDICATED PAYMENT FACTORS

TS 6" X 6"

BOX BEAM

�" BOLT 9�" LONG

WITH WASHER

NUT WITH WASHER

DETAIL "A" - PLAN VIEW

�" X 8" X 24"

STEEL SOIL PLATE

(NOT REQUIRED IN ROCK)

ELEVATION

TYPICAL LAYOUT

ELEVATION

TYPICAL TYPE IIA END ASSEMBLY

PLAN VIEW

PLAN VIEWPLAN VIEW

TERMINATE WITH BOX BEAM END PIECE

OR TRANSITION TO OTHER SYSTEMS

TERMINATE WITH BOX BEAM END PIECE

OR TRANSITION TO OTHER SYSTEMS

(SE

E

NO

TE 4)

POST SPACING 6’-0" TYP.

(SEE NOTE 2)

2 POST ANCHOR

(SEE DETAIL "A")

DRIVEWAY

WALKWAY OR

OTHER OPENING

18’-0"

(SEE NOTE 7)

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

LENGTH OF PIECE SHALL BE CUT AT

BACK SLOPE WITHOUT EXCEEDING RAIL MOUNTING

HEIGHT ALONG FLARED PORTION

PAY LIMIT FOR TYPE I END ASSEMBLY

(SEE NOTE 4)

(SEE DETAILS ON SHEET 3 OF 4)

ELEVATION

TYPICAL TYPE I END ASSEMBLY

(SEE NOTE 4)

POINT OF REDIRECTION

FOR TYPE IIA

L=72’

R=205.25’

I=20n 05.93’

15’


POST SPACING SHALL BE 6’-0" EXCEPT WHERE REDUCED POST SPACING IS INDICATED ON THE

CONTRACT PLANS. POSTS ARE CONNECTED TO RAIL AT 6’-0" SPACING. WHEN 36" OR 24"

REDUCED POST SPACING IS REQUIRED, PAYMENT FOR ADDITIONAL POSTS ASSOCIATED WITH

REDUCED POST SPACING WILL BE MADE UNDER EITHER THE PAY ITEM FOR BACKUP POSTS

FOR GUIDE RAIL OR THE PAYMENT FACTORS SPECIFIED IN CONTRACT DOCUMENTS.

SEE BRIDGE PLANS FOR GUIDE RAIL DETAILS, POST SPACING AND PAY ITEMS FOR

TRANSITIONS AND CONNECTIONS TO BRIDGE RAIL.

THE LINE OF BOX BEAM GUIDE RAIL, WHEN COMPLETED, SHALL PRESENT A SMOOTH

AND PLEASING GRADE LINE IN BOTH HORIZONTAL AND VERTICAL PLANES. BOX BEAM WITH RADIUS OF

720’-0" OR LESS SHALL BE SHOP WORKED TO THE REQUIRED CURVATURE. PAYMENT FOR SUCH

CURVED LENGTHS SHALL BE MADE UNDER THE APPROPRIATE ITEM.

THE END MAY BE EXTENDED BY ONE 18’-0" STRAIGHT SECTION, PLACED BETWEEN THE CURVED

SECTION AND THE END PIECE, TO MOVE THE END CLOSER TO THE EDGE OF THE CLEAR ZONE. PAYMENT

SHALL BE MADE UNDER THE APPROPRIATE ITEM.

BACKUP MAY REMAIN IN PLACE.

THE RAIL MOUNTING HEIGHT OF ALL GUIDE RAIL OR MEDIAN BARRIER PLACED BEHIND CURB

(REGARDLESS OF THE CURB HEIGHT OR SPEED) SHALL BE MEASURED FROM THE PAVEMENT SURFACE

WHEN THE OFFSET IS 12" OR LESS AND TO THE GROUND SURFACE UNDER THE FACE OF THE RAIL WHEN

THE OFFSET IS GREATER.

FOR DESIGN SPEEDS UNDER 50 MPH THE POINT OF REDIRECTION WILL BE AT THE POINT OF TANGENCY.

SHOULDER BREAK

EDGE OF PAVEMENT

SHOP CURVING REQUIRED

FOR THESE SECTIONS

SEE BOX BEAM END PIECE DETAILS

(SHEET 2 OF 4)


FOR TYPE I END ASSEMBLY


FOR TYPE I END ASSEMBLY

18’-0"

(SEE NOTE 7)

SHOULDER BREAK

TS 6" X 6" X �"

GALVANIZED STEEL

BOX BEAM

TANGENT

SECTION

POINT OF

REDIRECTION


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STATE OF NEW YORK




APPROVED JUNE 21, 2011

BOX BEAM GUIDE RAIL

(SHEET 1 OF 4)

606-04


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

2'-

0"

4"

2ƒ" 2ƒ"

3•

"

1•

"

2…"

4•"

3'-0"

2'-3"

3•"3"3"3"2ƒ" 3"3"3"

3•"3"3"3"2ƒ" 3"3"3"

2'-3"

4'-

0"

7'-

0"

2'-

3"

2…"

†"

2…"

GROUND LINE

‚ 2-10

‚ 2

BEAMc B-U1Vb

BEAM

c

SPLICE

TYPICAL

‚ 2

BOX BEAM

c

SPLICE PLATE

GUIDE RAILING

PAY LIMIT FOR

2

1

c

c

TACK WELD

WALLS IN SPLICE AREA

ON TOP OR BOTTOM INSIDE

PROTRUSIONS NOT PERMITTED

NOTE: WELD OR GALVANIZING

‚ 2

‚ 2-10

ALL GUIDE RAIL POST)

DRIVING (TYPICAL ON

ALONG THIS LINE FOR

PERMISSIBLE TO CUT

ARE …"

SPECIFIED HOLE DIAMETERS

NOTE: UNLESS OTHERWISE

POSTc POSTc

3•

"3"

3"

3•

"

6"

8"

POSTc POSTc

(SEE DETAIL B)

2"+/-

6"6"

‚ 2

MOUNTING (BOX BEAM)

HOLE FOR ALTERNATE REFLECTOR

HOOK BOLT HOLE (CABLE)

HOOK BOLT HOLE (CABLE)

REFLECTOR HOLE

STEEL PLATE

‚" X 8" X 24"

FRONT VIEW BACK VIEW

FRONT VIEW BACK VIEW

UNIVERSAL POST DETAILS

UNIVERSAL POST

EXTRA LONG POST

ELEVATION TYPICAL

HEX NUTS WELDED TO PLATE

DETAIL "B" SPLICE PLATE SHOWING ƒ"

TYPICAL SPLICE DETAIL

PLAN

L 5" X 3•" X …"

(TYPICAL ON ALL GUIDE RAIL POSTS)

THIS LINE FOR DRIVING

PERMISSIBLE TO CUT ALONG

A

A

STEEL PLATE

‚" X 8" X 24"

POSTc

S3X5.7 POST

STRUCTURAL STEEL TUBE

CONTINUOUS HOLLOW

TS 6" X 6" X ‰"

S3

X 5.7

PO

ST 5'-

5" IN

LE

NG

TH

S3 X 5.7 POST

STEEL TUBE

CONTINOUS HOLLOW STRUCTURAL

TS 6" X 6" X ‰"

2'-

0"

POSTc

FOR …" BOLT

SLOT IN STEEL

X 3"d ‹"

SOIL PLATE

‚" X 8" X 24"

SOIL PLATE

‚" X 8" X 24"

GROUND LINE

2'-

0"

2'-

0"

5‹

"5‹

"

4"

6'-0" (TYP.) (SEE NOTE 2)

8"

2'-

3"

8"

8"

2'-

11"

5'-

3"

2'-

3"

1'-0"

43"

8"

ONLY THESE HOLES TO BE TAPPED FOR ƒ"-10 NC BOLTS

6"

6"

5"

36"

MIN.

IN

AL

L

SE

CTIO

NS

S3 X 5.7 POST

11"

u43"

6"

TACK WELD ƒ" HEX NUTS

TAPPED BOLT HOLES

SPLICE PLATE SHOWING

SECTION A-A

TO PLATE

ƒ" HEX NUTS WELDED


SECTION A-A

AND FLAT WASHER

BOLT WITH NUTd•"

1•

"

u38•"

8"

BARRIER POST 1‚" C.C.

TO PERMIT USE AS MEDIAN

HOLES THRU OPPOSING FLANGE

(2)- W-BEAM MOUNTING HOLES

†"

GAP ‚" TO •"

TAPPED BOLT HOLES

DETAIL "B" SPLICE PLATE SHOWING

FOR •" BOLT

IN POST 1‚" C.C.

HOLESd(2)- †"

HOLESd(2)- †"2•" C.C. IN STEEL "L"

HOLES d(2)- †"

FOR •" BOLTS

IN POST 1‚" C.C.

HOLESd(2)- †"

2•" C.C. IN STEEL "L"

HOLES d(2)- †"

HOLE)d(‹"

NUT AND (2)- FLAT WASHERS

BOLT 7•" LONG WITHd…"

4•"4•"

2"

MIN.

AN

D 4"

MA

X.


TYPICAL TANGENT SECTION

ELEVATION

PAY LIMIT FOR BOX BEAM END PIECE EACH UNIT

BOX BEAM END PIECE

ELEVATION

6"

3"

†"

†"

6•

"

4"

2'-

0"

1'-

0"

1'-

0"

(SEE DETAIL)

ANCHOR POST

SLOTS IN POSTd 3" X †"

SOIL PLATE (TYP.)

‚" X 8" X 24"

SEE DETAIL "A"

ANCHOR POST DETAIL

BOX BEAM 1‚" C.C.

HOLES FOR MOUNTING d (2)- †"

2" BOLT

SEE DETAIL BELOW

(TOP AND BOTTOM)

HOLES IN BOX BEAMd1„"

WIDE WASHERS (TYP.)

ASTM A325 WITH F436

(8)- ƒ" BOLTS

OR ALTERNATE REFLECTOR MOUNTING

W-BEAM SUPPORT BOLT HOLEd"8-5(2)

1•" BOLT MIN.

HOLE IN BEAM AND STEEL ANGLE)d(Ž"

NUT AND WASHERS (1 WASHER EACH SIDE)

BOLT WITH X 7ƒ" LONG STD. HEXd ƒ"

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606-0402_011212_e2.d

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STATE OF NEW YORK




APPROVED JULY 28, 2014

(SHEET 2 OF 4)

BOX BEAM GUIDE RAIL

606-04


DETAIL A

HOLES

dWITH 8-†"

†" PLATE

HOLES

dWITH (8)-‡"

†" PLATE

3'-11" LONG

S3 X 5.7 POST

TWO WASHERS PER BOLT

HEX BOLT WITH ONE NUT AND

X 1†" LONGd (2)- •" (SEE NOTE 5)

n45

‰"

‚"

DETAIL B

SEE DETAIL "B"

SHEET 606-04 1of4

SEE BRACKET DETAIL

STEEL L 5" X 3•" X …"

/S/ RICHARD W. LEE, P.E.ISSUED WITH EB 14-025

ERRATA 1 EFF. 09/04/2014



ERRATA 2 EFF. 05/01/2018

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

2’-

0"

4"

6"

6"

5"

3"

�"d X 1�" LONG

STD. HEX BOLT WITH

NUT AND WASHERS

(1 WASHER EACH SIDE)

�"d X 8" LONG

STD. HEX BOLT WITH

NUT AND WASHERS

(1 WASHER EACH SIDE)

�"d HOLE

IN BEAM

2’-

0"

4"

FRONT ELEVATION

POST 2 AND 4

SIDE ELEVATION

POST 2 AND 4

BRACKET DETAILS

POST 1

5"

2"

3�

"

5"

3�

"

(SEE NOTES 1 AND 2)

6"

5"

9�

"

6"

3"

S3 X 5.7 POST

2�

"

2"

(4)- �"d HOLES

�"

�"

1�

"9�

"

POSTS 2 AND 4 CONNECTION DETAIL

"DETAIL A"

BRACKET DETAILS

POSTS 2 AND 4

�"d HOLE FOR

�"d X 7�" LONG

ASTM A307 HEX BOLT

�"d HOLES FOR

�"d X 1�" LONG ASTM A307 HEX BOLT

5"

4�

"

�"

1�

"

1" 1"

5"

2"

3�

"

�"d HOLES FOR

�"d X 1�" LONG ASTM A307 HEX BOLT

5"

4�

"

1�

"

1" 1"

4�

"

5" �"

1�

"

�"

�" �"

�"

�"

�"

S3 X 5.7 POST

7’-0" LONG

R= 35’-0"

TANGENT SECTION

SHOP CURVING FOR THIS SECTION

SHOULDER BREAK POST 5

POST 4

POST 3

POST 2

POST 1

POST 6

POST 7

POST 8POST 9

7’-

9" (N

OM.)

3’-0" 3’-0"

3’-0"

3’-0"

3’-7"

3’-0"

3’-0"

3’-0"

3’-0"

EXISTING GROUND

POST 8 POST 6

POST 4 POST 2

TANGENT SECTION

POST 3POST 5POST 7POST 9

4’-

5�

"

3’-

0"

2’-

3"

(SE

E

NO

TE 4)

(SEE NOTE 5)(SEE NOTE 5)(SEE NOTE 5)

BRACKET DETAILS

POSTS 3, 5, 6, 7, 8 AND 9

END ASSEMBLY TYPE IIA

ELEVATION

END ASSEMBLY TYPE IIA

PLAN VIEW

L = 18’-0"



(SEE NOTE 6)

18’-0"

(SEE NOTE 3)

POST 1

TYPE IIA NOTES:

1.

2.

3.

4.

5.

6.

PAY LIMITS FOR TYPE IIA END ASSEMBLY

BOX BEAM

END PIE

CE DETAIL

S

(SEE SHEET

2 OF

4)

POSTS 2, AND 4 SHALL BE EXTRA LONG POSTS. POSTS 3, 5, 6, 7, 8, AND 9 SHALL BE STANDARD LENGTH.

POSTS 2 AND 4 SHALL BE FASTENED TO THE RAIL USING DETAIL "A".

FOR SIDE SLOPES 1:5 OR FLATTER, THE 18’ OF CURVED BOX BEAM MAY BE PROVIDED IN A CURVED PORTION

OF A 24’ OR 36’ PIECE. OTHERWISE, AN 18’ SECTION IS TO BE SPLICED AT THE POINT OF TANGENCY.

THE DRAWING INDICATES THE TERMINAL INSTALLED ON LEVEL GROUND. WHEN INSTALLED OVER A SLOPE

OR DITCH, THE TERMINAL END SHOULD BE PUSHED DOWN WITH THE EQUIVALENT OF APPROXIMATELY

100 LBS EFFORT TO DEPRESS THE TERMINAL DOWN.

POSTS 3, 5, AND 7 SHALL NOT BE CONNECTED TO BOX BEAM GUIDE RAIL.

FOR DESIGN SPEEDS UNDER 50 MPH THE POINT OF REDIRECTION WILL BE AT THE POINT OF TANGENCY.


VA

RIA

BL

E

�"X 3" SLOT FOR

�"d X 8" LONG

ASTM A307 HEX BOLT

�"

�"X 3" SLOT FOR

(2) �" d X 1�" LONG

ASTM A307 HEX BOLTS


(ACTING)

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606-0403_011212.d

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STATE OF NEW YORK





BOX BEAM GUIDE RAIL

(SHEET 3 OF 4)

606-04


�"X 3" SLOT FOR

�" d X 7�" LONG

ASTM A307 HEX BOLTS

STA

ND

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D S

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ETS

(US

C),

Sep

tem

ber 0

1, 2

019

POST 1

POST 2POST 3

POST 4POST 5

POST 6

POST 7

POST 8

POST 9

POST 1

POST 2POST 3

POST 4POST 5

POST 6

POST 7

POST 8

POST 9

SLOPE = 1:4

SLOPE = 1:3

POST 1

POST 2POST 3

POST 4POST 5

POST 6

POST 7

POST 8

POST 9

A

A

B

B

C

C

SHOULDER BREAK SHOULDER BREAK

SHOULDER BREAK

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

SECTION "B-B" - OPTION 2 : DRIVEWAY EMBANKMENT

(SEE NOTE 3)(SEE NOTE 3)

(SEE NOTE 4)

SECTION "C-C" - OPTION 3 : LOCALIZED DITCH FILLING

1.

1.

2.

3.

4.

APPROACH SLOPE

THE APPROACH SLOPE SHALL HAVE A MAXIMUM STEEPNESS OF 1:6.

THE FILL SHALL BE SUFFICIENT TO LIMIT GUIDE RAIL HEIGHT TO NO MORE THAN 30".

IF A BACK SLOPE IS ACCESSIBLE AT THE CORRECT HEIGHT, THE BOX BEAM END PIECE SHOULD BE ELIMINATED

AND A TYPE 0 ENDING USED.

FLARING OPTION 2 FOR TYPE IIA BOX BEAM GUIDE RAIL



SHOULDER

SHOULDER

SHOULDER

SECTION "A-A" - OPTION 1 : ON MILD FILL SLOPE

1.

2.

(SEE NOTE 4)

TOP OF FILL

WHEN TERMINAL MUST FLARE ACROSS A DEEP DITCH AND NO LATERAL EMBANKMENT IS

NEAR, A PIPE SHALL BE SET IN THE DITCH AND AN EMBANKMENT CONSTRUCTED AT THE TERMINAL.

A.

B.

C.

TERMINAL FLARE MAY BE INCREASED TO PLACE POST 1 BEYOND PIPE.

POST 2 MAY BE MOVED UP TO 1’-6" ALONG RAIL, MOVING CLOSER TO ROAD TO AVOID DRIVEWAY PIPE.

POST 3 MAY BE RELOCATED ALONG RAIL BETWEEN POSTS 2 AND 4 TO AVOID DRIVEWAY PIPE.

DRIVEWAY

1:2 MAX.

TYPICAL PIPE LENGTHS

DITCH DEPTH PIPE LENGTH

1’-0"

SHOULDER BREAK SHOULDER BREAK

DEPRESS TERMINAL END BY 12" AND FASTEN TO POSTS BEFORE TIGHTENING BOLTS ON SPLICE BETWEEN

POSTS 8 AND 9. IF THE SLOPE FROM SHOULDER BREAK BEGINS 2’-0" OR MORE BEHIND GUIDE RAIL RUN AND

IS 1:4 OR FLATTER, NO ADDITIONAL GRADING IS REQUIRED.

TERMINAL MAY BE PLACED ON STEEPER SLOPES IF GRADING IS PROVIDED TO LIMIT RAIL HEIGHT TO 30" OR LESS.

EXTEND CULVERT A MINIMUM OF 4’-0" PAST GUIDE RAIL FOR GRADING.

DEPRESS TERMINAL BY 12" BEFORE TIGHTENING BOLTS ON SPLICE BETWEEN POSTS 8 AND 9.

IF THE SLOPE FROM SHOULDER BREAK IS 1:4 OR FLATTER, NO ADDITIONAL GRADING IS REQUIRED.

POST 1 SHALL BE POSITIONED AT OR BELOW SHOULDER BREAK OF DRIVEWAY.

DO NOT DRIVE POST THROUGH PIPE. TO AVOID POST HITTING DRIVEWAY PIPE:

A.

B.

C.

8’-0"

NOT TO EXCEED 1:6

CUT PIPE TO APPROXIMATELY

MATCH SLOPE

2’-0" 25’-0"

29’-0"2’-6"

33’-0"3’-0"

40’-0"4’-0"

(SEE NOTE 4)

MAX. SLOPE 1:6

FOR THE DEPUTY CHIEF ENGINEER

(DESIGN)


NOTE: IF GRADING TO MAINTAIN RAIL HEIGHT, FILL SHALL BE

FEATHERED TO ACHIEVE A SMOOTH TRANSITION ALONG CONTOURS.

(SEE NOTE 4 SHEET 1 OF 4)



30" M

AX

.30" M

AX

.30" M

AX

.


09-A

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STATE OF NEW YORK





BOX BEAM GUIDE RAIL

(SHEET 4 OF 4)

606-04


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

�"

5"

3"

3" 3"

6�"

2"

1�"

�"

1�"

1�"

6"

�"

6"

ASTM A325 WITH WASHERS

S

P

L

I

C

E

P

L

A

T

E

S

S

E

E

D

E

T

A

I

L

S

"

B

"

SPLICE PLATES

SEE DETAIL "A"

TACK WELD

c POST

PLAN PLAN

DETAIL "A" ALTERNATE SPLICE PLATE

PLAN

TYPICAL SECTION FOR FLUSH MEDIAN

SECTION A-A

ALTERNATE

SECTION D-D

ALTERNATE

SECTION D-D

SECTION B-B

TYPICAL RAIL SPLICE DETAIL

�"

�"

�"

cc

DETAIL "A" ALTERNATE SPLICE PLATE

1�"d

+�

-0

2-10

2"

8" X 6" X �"

GALV. STEEL

BOX BEAM

STEEL PLATE

30" HEIGHT IS

ALWAYS MEASURED

AT 12" OFFSET

ANCHOR BOLTS

�"d X 24" LONG

BOX BEAM

6" X 8" X �"

PROVIDE �"d DRAIN HOLE

�"d HOLES

C URB

POST

S3 X 5.7

6’-0" C.C.

STEEL PLATE �" THICK

TO FIT OVER

6" X 8"

BOX BEAM

16 GA.DRAIN SLOPE

�"/ FT.

ELEVATION

TYPICAL END TREATMENT - TYPE A

NARROW MEDIANS

BOX BEAM

END TREATMENT

DETAIL "C"

COVER PLATE

RAIL SUPPORT PLATE

TYPICAL SECTION ON RAISED MEDIANS

COVER PLATE SEE DETAIL "C"

D

D

C CBB

A A

POST S3 X 5.7

c POST c SPLICE c POST c POST c POSTc JOINT

8

"

X

6

"

X

�

"

S

T

E

E

L

T

U

B

E

R

A

I

L

(

T

Y

P

.

)

�" PLATE (TWO REQUIRED

FOR EACH SPLICE)

ONLY THESE HOLES TO BE TAPPED

� - 10 NC THREADED

NOTE: WELD OR GALVANIZED PROTRUSIONS NOT PERMITTED

O

N

T

O

P

O

R

B

O

T

T

O

M

I

N

S

I

D

E

W

A

L

L

S

I

N

S

P

L

I

C

E

A

R

E

A

.

27"

u �"

u �"

ALL HOLES �"d

ONLY THESE HOLES TO BE TAPPED

�" - 10 NC THREADED


FOR EACH SPLICE)ALL HOLES �"d TACK WELD

�" HEX NUTS

TAPPED HOLES

�" - 10 NC THREAD

u �"

u �"


FOR EACH SPLICE)


FOR EACH SPLICE)

1’-6" MIN. 1’-6" MIN.

27"

13�" 13�"

�" TO �"

5�" 4�"5�"4�"

4"

4"

4"

4"

1’-6" MIN. 1’-6" MIN.

4�" 5�"

36"

3�"13�" 15�"

6" 9�"

2�" 3�" 3�"

7" SLOT

1�" 3�" 3�"

7" SLOT

3" 4�" 3" 3" 3" 3" 4�" 3" 4�"3" 3" 3" 3" 3" 4�" 3"

7�"

7�"

27"

7�"

7�"

36"

36"

ALL HOLES �"d TACK WELD

�" HEX NUTS

c

c

3" 4�" 3" 3" 3" 6�" 9�" 3�"

3" 4�" 3" 3" 3" 6�" 9�" 3�"

6"

6"

10

"

8"

3"

6"

30"d OR SQ.

24

"

3"

4"

30 d OR SQ.

6’-0" TYP.

TO NEXT POST

PAYMENT LIMIT

END ASSEMBLY EACH UNIT36"36"

1 8 ’ - 0 "

30"

30"

24

"2" A

PP

RO

X.

5�"

24

"

4"

24

"

30

" M

IN.

30"

WHEN 9"

OR LESS

WHEN GREATER

THAN 10’-0"

12"

PAV’TPAV’T

CURBMEDIAN

SURFACE

NOTE: FACE OF RAIL SHOULD BE OFFSET

EITHER 9" FROM FACE OF CURB OR MORE

THAN 10’ FROM THE FACE OF CURB

PLATE MAY BE

CUT ALONG THESE

LINES FOR DRIVING

8" X 6" X �" TUBE 8" X 6" X �" TUBE

ASTM A325 WITH WASHERS

NOTE: EXPANSION JOINT TO BE USED

ONLY WHEN INDICATED ON PLANS

24

"

30

" M

IN.

4"

3"

2" A

PP

RO

X.

30

"

SLOT

1�"

8"

�" TYP.

23

�"

2�"

SEE SLOT SECTION A-A

�" 2"

1�"

POST INVERTED AND DRIVEN

GROUND LINE

TYPICAL END TREATMENT - TYPE B

WIDE MEDIANS

PLAN

3’-7"

2"

�"d HEX BOLTS AND

NUTS 1�" LONG

+6" �

5" �

+

�"

-0 -0

-0

NOTES:

1.

2.

3.

4.

5.

6.

8

"

X

6

"

X

�

"

S

T

E

E

L

T

U

B

E

R

A

I

L

(

T

Y

P

.

)

AT FIXED END OF SPAN AT EXPANSION END OF SPAN

DETAIL "B" ALTERNATE SPLICE PLATE FOR

EXPANSION JOINT

DETAIL "B" ALTERNATE SPLICE PLATE FOR

EXPANSION JOINT

SECTION C-C

TYPICAL EXPANSION JOINT DETAIL

BOX BEAM

BOX BEAM

POST S3X5.7 AT

6’-0’ C.C.

TOP AND BOTTOM TOP AND BOTTOM

7" LONG SLOTS IN

T

U

B

E

R

A

I

L

(

T

O

P

A

N

D

B

O

T

T

O

M

)

HEX NUTS AND

FLATWASHERS

6"

3’-7"

ALL HOLES �"d

VA

RIE

S

7�" X 5�" X �"

GALVANIZED STEEL PLATE

(8)- 1�"d HOLES

IN BOX BEAM TOP

AND BOTTOM

(8)- �" BOLTS 2" LONG (8)- �" BOLTS 2" LONG (8)- 1�"d HOLES IN BOX

BEAM TOP AND BOTTOM

�" TUBE

�"d X 11�" LONG BOLT

WITH NUTS AND WASHERS

24" X 8" X �"

STEEL PLATE

8"+�

5’-3" IS TOTAL LENGTH OF POST.

POST MAY BE FIELD CUT AS LONG

AS 2’-6" IS EMBEDDED.

5’-

3"

1"d HOLE IN BOTH

SIDES OF BOX BEAM

�"d HOLE IN BOTH POSTS

20

-N

OV

-2

00

8 1

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6-0

5.d

gn

STATE OF NEW YORK




APPROVED SEPTEMBER 19, 2008

BOX BEAM MEDIAN BARRIER

606-05

EFFECTIVE DATE: 01/08/09 DEPUTY CHIEF ENGINEER

(DESIGN)

/S/ DANIEL D’ANGELO, P.E.

c POST8" X 6" X �"

STEEL TUBE

MINIMUM LENGTH OF RAIL TUBE TO BE 18’-0.

SEE CONTRACT PLANS FOR LAYOUT DETAILS OF BOX BEAM MEDIAN BARRIERS.

SEE SPECIFICATIONS FOR BOX BEAM MEDIAN BARRIER FOR MATERIAL

REQUIREMENTS AND CONSTRUCTION DETAILS.

CURVED MEDIAN BARRIER - CURVED MEDIAN BARRIER ERECTED WITH A RADIUS

OF 1525’-0" OR LESS SHALL BE SHOP WORKED TO THE REQUIRED CURVATURE.

PAYMENT FOR SUCH CURVED LENGTHS WILL BE MADE UNDER THE APPROPRIATE ITEM.

THE CONTRACTOR SHALL HAVE THE OPTION IF USING EITHER THE SPLICE

PLATES WITH THE � "-10 HEX NUTS WELDED TO THEM, OR THE SPLICE

PLATES WITH THE BOLT HOLES DRILLED AND TAPPED AS SHOWN IN

DETAILS "A" AND DETAIL "B" ALTERNATIVES ABOVE.

CURBS GREATER THAN 3" HIGH ARE NOT TO BE RETAINED OR PLACED OVER

9" AND LESS THAN 120" IN FRONT OF GUIDERAIL OR MEDIAN BARRIER

SYSTEMS WHEN THE DESIGN, POSTED, OR OPERATING SPEED IS IN EXCESS OF

50 MPH. THE OFFSET SHALL BE MEASURED FROM THE FACE OF CURB TO THE

FACE OF RAIL. THE RAIL MOUNTING HEIGHT OF ALL GUIDERAIL OR MEDIAN

BARRIER PLACED BEHIND CURB (REGUARDLESS OF CURB HEIGHT OR SPEED) SHALL

BE MEASURED FROM PAVEMENT SURFACE WHEN THE OFFSET IS 12" OR LESS

AND TO THE GROUND SURFACE UNDER THE FACE OF THE RAILWHEN THE OFFSET

IS GREATER THAN 12".

2" O.D. �" I.D.2" O.D. �" I.D.

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

L

R

L = 72 + 5.67 L (FREEWAY, PARKWAY)OD

OD

TRAFFIC

L DESIRABLE LENGTH OF NEED (FT.)

15

TRAFFIC

(INSTALLED STRAIGHT)

15

1 MAX.

DC

BA

TRAFFIC

GR

AD

ING

AS

SH

OW

N O

N P

LA

NS

(IN

ST

AL

LE

D S

TR

AIG

HT

)

TR

AF

FIC

1

GR

AD

ING

AS

SH

OW

N

ON

PL

AN

S

(DETAIL APPLIES TO BOTH FLARED

AND TANGENT INSTALLATIONS)

0.06 MAX. 0.10MAX.

0.10

MAX.

RAIL

LENGTHS

JOINTS

A B C D

END PLATE

DISTANCE E

----

----

----

0

0

----

----

11"

0

----

11"

0

0

----

----

----

0

----

----

0

---- 0

0

----

----

----

0

----

----

0

---- 0 4"

0

----

----

----

0

----

----

0

---- 0 4"

INDICATES NO FLARE INTRODUCED AT THIS JOINT

AND NO OFFSET.

----

0 INDICATES ANGLE AT JOINT BUT NO OFFSET

FROM THE THEORETICAL LINE OF GUIDE RAIL.

18’-0"

24’-0"

30’-0"

36’-0"

3�"

3�"

2’-10�"

4’-7"

3’-2"

1’-6"

1’-6"

4"

4"

1’-9"

X"

3�" 1’-9�"

1’-5�"

4�"

4�"

1’-2�"

4�"

1’-2�"

2’-4�"

1’-6�"

5’-2�"

1’-7�"

3’-5�"

5’-9�"

1’-9�"

1’-9�"

3’-7�"

3’-9�"

6’-4�"

9"

1 O

N 1

0 O

R F

LA

TT

ER

(SE

E N

OT

E 8

)

(SEE NOTE 4)

POST 3 (STEEL)

POST 2 (STEEL)

SHIELDED

OBJECT


OBSTACLE FREE

AREA

BOX BEAM GUIDE RAIL PAY LIMITS

POST 3 (SEE NOTE 3)

SLOPE BREAK POINT

BOX BEAM END

ASSEMBLY TYPE III

EDGE OF

TRAVELED WAY

SHOULDERSLOPE BREAK

POINT

OD

(SEE NOTE 10)

BOX BEAM END ASSEMBLY TYPE III - 50’

(SE

E N

OT

E 1

)

74’ (SEE NOTE 11)

E

(SE

E N

OT

E 7

)

EN

D A

SS

EM

BL

Y T

YP

E I

IID

IST

AN

CE

VA

RIE

S (

SE

E N

OT

E 6

)

LIM

ITS

OF

SP

EC

IAL

GR

AD

ING

SE

E N

OT

E 5

FO

R

SID

E S

LO

PE

DA

TA

2’-4"

VARIES 3’ (TYP.)

NOTES:

1.

2.

3.

4.

5.

6

7.

8.

9.

10.

11.

12.

1:4 OR FLATTER1:3 MAX. (SEE NOTE 5)

SHIELDED

OBJECT R

R

(SHOWN STRAIGHT, BUT MAY BE FLARED)

(SEE "BOX BEAM END ASSEMBLY TYPE III

GRADING DETAILS" FOR GRADING)

(SHOWN STRAIGHT, BUT MAY BE FLARED)





(SEE NOTE 9)

DISTANCE AND GRADING

BACK OF POSTS AS GIVEN

ON PLANS 3’ TYPICAL

(2’ MIN.)

3’ BEHIND POSTS

8’

DE

SIR

AB

LE

20’

8’ DESIRABLE

(SEE NOTE 7)

INDICATES THERE IS BOTH AN ANGLE AT THE JOINT

AND THE JOINT IS OFFSET FROM THE THEORETICAL

LINE OF GUIDE RAIL 33’


DESIRABLE LENGTH OF NEED DETAIL


OBSTACLE FREE AREA DETAIL

METHOD FOR INTRODUCING FLARE

SECTION THROUGH SPECIAL

GRADING AREA


GRADING DETAILS

TABLE 1

OFFSETS FROM THE THEORETICAL LINE OF

RAIL TO VARIOUS JOINTS

AND END PLATE FOR COMMON LENGTHS

L = 72 + 3.7 L (ELSEWHERE)

POST 1 STEEL

THEORETICAL LINE

OF GUIDE RAIL

SH

OU

LD

ER

ED

GE

OF

TR

AV

EL

ED

WA

Y

BOX BEAM GUIDE RAIL

AND TYPE III END ASSEMBLY

VARIES (SEE PLANS)

FACE OF RAIL AND EDGE

OF NOMINAL SHOULDER

WIDTH MAY LINE UP

6"

3’

7"

6"

7"

7"

6"

BO

X B

EA

M G

UID

E R

AIL

VEGETATION CONTROL STRIP - SEE PLANS

FOR LOCATION, WIDTH AND DEPTH

(SHOWN HERE WITH ANGLES AT JOINTS B, C, AND D.

VEGETATION CONTROL STRIP, IF ANY, AND SHOULDER NOT SHOWN)



(V

EG

ET

AT

ION

CO

NT

RO

L S

TR

IP,

IF A

NY

, N

OT

SH

OW

N)

MAY BE REDUCED TO WIDTH OF DESIGN CLEAR ZONE.

BOX BEAM END ASSEMBLY TYPE III SHALL BE FABRICATED IN ACCORDANCE WITH y710-24 BOX

BEAM END ASSEMBLY TYPE III. MATERIALS DETAILS ARE REQUIRED.

REDIRECTION BEGINS AT THIS POST (NO. 3). BOX BEAM END ASSEMBLY TYPE III "GATES"

FROM NOSE ASSEMBLY TO POST 3, WHICH MEANS VEHICLES HITTING TYPE III END ASSEMBLY

UPSTREAM OF POST 3 PENETRATE THE TERMINAL. POST 3 IS THE BEGINNING OF LENGTH OF NEED.

BOX BEAM END ASSEMBLY TYPE III SHALL BE INSTALLED WITHOUT CURVATURE OR

BEND. MAX FLARE RATE IS 1 ON 15 (3 n - 50’). FLARE TO BE DEVELOPED AT JOINTS

DOWNSTREAM OF THE TYPE III END ASSEMBLY. SEE TABLE 1 FOR DIMENSIONS.

EMBANKMENT OR FORESLOPES WITHIN SPECIAL GRADING LIMITS SHOULD BE PREFERABLY 1 ON 4

OR FLATTER, MAXIMUM 1 ON 3.

THIS DISTANCE VARIES. LENGTH TO BE 15, OR MORE, TIMES THE DIFFERENCE IN

EMBANKMENT WIDTHS AT A TYPICAL POINT WELL UPSTREAM OF THE END ASSEMBLY

AND THE EMBANKMENT WIDTH AT THE NOSE ASSEMBLY.

8’ OR GREATER OFFSET DESIRABLE BETWEEN EDGE OF TRAVELED WAY AND

THE SIDE OF THE TYPE III END ASSEMBLY MEASURED AT NOSE ASSEMBLY.

GRADING TO BE 1:10 OR FLATTER FROM EDGE OF SHOULDER TO SLOPE BREAK POINT.

SHOULDER PAVEMENT AND VEGETATION CONTROL STRIP, IF ANY, NOT SHOWN.

LENGTH OF NEED DOES NOT NEED TO EXCEED 360’ ON FACILITIES WITH OPERATING SPEED w 55 MPH

OR 260’ WHEN OPERATING SPEED IS w 45 MPH BUT < 55 MPH.

WITH PERMISSION OF THE ENGINEER, THIS LENGTH MAY BE REDUCED TO 50’ IF NECESSITATED

BY R.O.W. OR ENVIRONMENTAL CONSIDERATIONS.

FLARE ACHIEVED AT THE JOINTS- APPROXIMATELY 1 n PER JOINT. SEE TABLE 1 BELOW FOR

OFFSETS TO THE JOINTS FROM THE THEORETICAL LINE OF GUIDE RAIL FOR COMMON RAIL

LENGTHS.

PAY LIMITS BOX BEAM

END ASSEMBLY TYPE III - 50’

09-O

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STATE OF NEW YORK




APPROVED OCTOBER 05, 2009


GRADING, PAYMENT,

AND LAYOUT DETAILS

606-06

EFFECTIVE DATE: 01/07/10FOR THE DEPUTY CHIEF ENGINEER

(DESIGN)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

1'-6"

APPROACH AND TERMINAL SECTIONS

ELEVATION

PLAN PLAN

TANGENT LINE

SHOULDER BREAK

SHOULDER BREAKTANGENT LINE

6" DROP

TO ACHIEVE

DRIVE POST

4•" DROP

TO ACHIEVE

DRIVE POST

1•" DROP

TO ACHIEVE

DRIVE POST

WALKWAYS, AND OTHER OPENINGS

TYPICAL END TREATMENT FOR DRIVEWAYS,

10"

10"

CURVATUREc RADIUS OF

3'-1•"

4'-2"

6'-3"

12'-6"

(SEE NOTE 3)

LESS THAN 50'

75' TO 50'

110' TO 76'

220' TO 111'

MORE THAN 220'

SHOP CURVED RAIL SECTION

PAY LIMITS-ANCHORAGE UNIT

POIN

T

OF

POST SPACING

USE NOT RECOMMENDED

TABLE "A"

GUIDE RAIL/FT

PAY LIMITS

RE

DIR

EC

TIO

N

2'-

8"

END SECTION

OFFSET = 3"

(8)- ƒ" ANCHOR RODS

3" O.C. FOR

HOLES ATd(10)- 1"

CONCRETE ANCHOR

(PARTIALLY BELOW GROUND)

END SECTION

OFFSET = 12" OFFSET = 9" OFFSET = 6"

CONCRETE ANCHOR

INCLINED TOP FACE CONCRETE ANCHOR

SQUARE TOP FACE

6'-3"

PAY LIMIT ANCHORAGE UNITS

6'-3" 12'-6" 6'-3"25'-0"

6‚"

4'-

0"

1'-

0"

2'-

9"

PAY LIMITS - GUIDE RAIL/FT.

GROUND LINE AT ANCHOR

SUPPORT

END POST

SEE DETAIL ON (SHEET 3 OF 3)

END POST SUPPORT

DROP 6"

POIN

T

OF

RE

DIR

EC

TIO

N

GROUND LINE UNDER RAIL

BOLTS

SPLICE

DROP 4•"

2'-

8"

DROP 1•"

u13'-0"

EXCAVATE AND BACKFILL (NOTE 4)

NOT REQUIRED

BACKUP PLATE

(NOTE 4)

NOT REQUIRED

BACKUP PLATERAIL SECTION

3" MIN COVER

FIRST LINE POST

FIRST LINE POST

LINE OF GUIDE RAIL

TOE OF SLOPE

TOE OF SLOPE

HORIZONTAL

ELEVATION

PLAN VIEW

FIRST OFFSET SPLICE

24'-6

" APROX.

1

12

#3 BARS

2'-6"

3'-0"

2'-

6"

SQUARE TOP FACE CONCRETE ANCHOR

ELEVATION


ELEVATION

#3 BARS

#3 BARS

RAIL ROTATED

3'-

0"

1"

3'-

8"

3'-0"

3'-

8"

3'-

0"

3'-

3"

DETAIL THIS SHEET)

ON ANCHOR. (SEE END SECTION

END SECTION TO BE CENTERED

BREAK

SHOULDERPOSITIONING)

(TWO SPARE HOLES IN RAIL FOR

ANCHOR RODSdO.C. FOR (8) ƒ"

HOLES IN RAIL AT 3"d(10)-1"


PLAN

SQUARE TOP FACE CONCRETE ANCHOR

PLAN

3'-0"

3'-0"

1'-

6"

1'-3"

1'-

6"

4'-6"

MAX

SHEET 3 OF 3)

OF RAIL. (SEE ANCHOR BOLT DETAIL

RODS NOT TO PROTRUDE OVER TOP

8-ANCHOR RODS WITH GALV. NUTS.

3" COVER (TYP.) 3" COVER (TYP.)

‚"X3"X27" W/ 1" HOLES

TOP PLATE (GALV.) ‚"X3"X27" W/ 1" HOLES

TOP PLATE (GALV.)

16-J

AN-2018 12:1

5

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=

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=

US

ER

=rfoote

606-0701_050814_e2.d

gn

STATE OF NEW YORK





(SHEET 1 OF 3)

GUIDE RAILING

WEAK POST CORRUGATED-BEAM

606-07 EFFECTIVE DATE: 05/08/2014

3"

DETAIL

TOP PLATE

2'-

3"

cHOLES @ 3"d 8-1"

p‚"


ERRATA 1 EFF. 09/04/2014



ERRATA 2 EFF. 05/01/2018


2' MIN

3'-

8"

3" 3"

1'-9"

2'-0"

1'-6"

2'-0"

1'-

1"

3'-0"

2'-6"

3'-

0"

2'-

6"

1'-

3"

8" 1•"

•"

PLAN VIEW

END VIEW FRONT VIEW

ANCHORAGE UNIT FOR CORRUGATED BEAM GUIDE RAILING IN EARTH CUT SLOPE


cc

HOLES AT 3"d 8 - 1"

RAIL ELEMENTWT15 X 86.5

RAIL FOR POSITIONING

TWO EXTRA HOLES IN

GALVANIZED

WT15 X 86.5HOLESd 4 - ‡"

(SEE DETAIL)

ANCHOR BOLT

X 1•" BOLTS d 8- ƒ"

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

RAIL

RAIL

13'-6•"

SHOP CURVED RAIL

(OPPOSITE HAND MAY BE ALSO NECESSARY)

AND OPENING SECTION MAY BE APPROVED.

TO PROVIDE THE INSTALLATION SHOWN IN TYPICAL DRIVEWAY

NOTE: OTHER RADII CONFIGURATIONS WHICH CAN BE DEMONSTRATED

S3 X 5.7

CORRUGATED-BEAM

BACKUP PLATE

CORRUGATED-BEAM

12'-6"

2'-

8"

12'-6"

R20'-0"

R20'-

0"

3" CENTERS

3'-6"

ž" X 1„"

10'-0"

HOLES ATd (10)- 1"

6‚"

10•"

d"1

3"

9"

ƒ" X 2•"

TYPICAL RUN DETAIL

TRAFFIC

RAIL SPLICE LAP

EXPLODED VIEW SHOWING

10°

Œ"

Œ"

3‚

"3‚

"

1˜"

RAIL ELEMENT DETAIL

THICKNESS

SHEET

R•

"

R•

"

ƒ"

3‚"

1̂ "

2Š

"2

Š"

ž"

•"

R

•"

R

cABOUT

SYMMETRICAL

12‚

"

0"

(X) TOLERANCE

c

c

TYPICAL RAIL SECTION

TYPICAL TERMINAL RAIL

(TOLERANCE = 2X)

-‚"

+1‚"

ž" X 1„"

SPLICE BOLT SLOTS

6‚"

3"

9"

10•"

ƒ" X 2•" AT 6' 3" SPACING

POST BOLT SLOTS

4‚"

4‚"

4‚"

4‚"

2"(X) 2"(X)

ƒ" X 2•"

12'-6"

13'-6•"

ž" X 1„"

13'-6•"

d1"

c

GUIDE RAIL POST BACKUP PLATE

3‚" 6"6"

1'-0"

1'-‚

"

GALVANIZED STEEL

12 GA. U.S. STANDARDCONNECTION DETAIL

BEAM MOUNTING

6•

"

IN

PO

ST

OF

HO

LE

c

ROUND WASHER

POST FLANGE

S3 X 5.7

REFER TO CONNECTION DETAIL

(ASSEMBLY AID)

SUPPORT BOLT

HOLE FORd†"

ƒ" X 2-•"

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606-0702_050814_e2.d

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STATE OF NEW YORK





(SHEET 2 OF 3)

GUIDE RAILING


606-07


GRADE A

ASTM A563

DOUBLE NUTS

ASTM A307 GRADE A

FULLY THREADED

2…" LONG

HEX HEAD BOLTd Š"

ASTM F844

2 SQUARE WASHERS

ERRATA 1 EFF. 09/04/2014


ERRATA 2 EFF. 05/01/2018

ISSUED WITH EB 18-0034.

3.

2.

1.

NOTES:

BACKUP PLATES ARE NOT REQUIRED AT END POST CONNECTIONS.

CORRUGATED BEAM IN TABLE 606-2 IN SECTION 606-5.01 OF THE STANDARD SPECIFICATIONS.

WILL BE MADE IN ACCORDANCE WITH THE PAYMENT FACTORS FOR REDUCED POST SPACING FOR

CURVATURE SHALL NOT BE ATTACHED TO THE RAIL ELEMENT. PAYMENT FOR ADDITIONAL POSTS

ADDITIONAL POSTS REQUIRED TO REDUCE DEFLECTION DISTANCE OR BECAUSE OF HORIZONTAL

OR FROM THE GROUND SURFACE UNDER THE FACE OF THE RAIL WHEN THE OFFSET IS GREATER THAN 12".

OR SPEED) SHALL BE MEASURED FROM THE PAVEMENT SURFACE WHEN THE OFFSET IS 12" OR LESS,

THE RAIL MOUNTING HEIGHT OF ALL GUIDE RAIL PLACED BEHIND CURB (REGARDLESS OF CURB HEIGHT

SEE SHOP CURVED RAIL. SEE TABLE "A" FOR POST SPACING.

CURVATURE, AND PAYMENT FOR SUCH CURVED LENGTH WILL BE MADE UNDER THE APPROPRIATE ITEM.

BEAMS TO BE ERECTED ON A RADIUS OF 150' OR LESS SHALL BE SHOP WORKED TO THE REQUIRED

c

c c

c

1'-

1"6

•"

3"…"

OF EACH INSTALLATION)

THE LAST THREE POSTS

SUPPORT BOLTS IN

WASHER (NOTE: NO

2" LONG. 2 NUTS NO

SUPPORT BOLTd•"

(SEE EXPLODED VIEW)

IN THE DIRECTION OF TRAFFIC.LAPPED

NOTE: ALL RAIL SPLICES SHALL BE



STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

2

2

2-10

cc

EXTRA LONG POST

SQUARE WASHER

STANDARD POST

‡"

‡"

d…"

TYP.

†"

12"

STANDARD SHEETS.

POST SEE BOX BEAM GUIDE RAILING

NOTE: FOR OPTIONAL UNIVERSAL

HEX. HEAD BOLT

X 2…"dŠ"

HOLE FORd…"

1ƒ"

1ƒ

"

6•

"

GROUND LINE

†"

6•

"

2"

MOUNTING BEAM ONTO POST

VALLEY OF BEAM WHEN

THIS WASHER PLACED IN

10 GA. OR APPROX. EQUAL

2'-

0"

5'-

5"

1'-

1"

1'-

1"

THESE LINES FOR DRIVING

PLATES MAY BE CUT ALONG

STEEL PLATE

‚" X 8" X 24"

S3 X 5.7

-0

+20

(WITH END POST SHOWN)

END POST SUPPORT DETAIL

8"

4"

3‚

"2

…"

FOOT LBS. AFTER POST IS DRIVEN)

WITH NUTS AND WASHERS (TORQUED TO 100

HOLES FOR ƒ" BOLTS 4•" LONGdŽ"

4" X 3" X ‚" - 8" LONG

ANGLE BRACKET

THESE HOLES MAY BE OMITTED

END SECTION DETAIL

3…

"

MIN.

2'-3•"

4"

MIN.

LENGTH ARE ALSO ACCEPTABLE.

RODS THREADED FOR ENTIRE

OF THE ROD SHALL BE THREADED.

A MINIMUM OF 4" AT THE TOP

NOTE:

d4•"

1'-

6"

3"

1'-‚

"

10"

2"

ANCHOR BOLT DETAILdƒ"

SUPPORT BOLT HOLEd†"

HOLESd2 - …"

7'-

0"

1ƒ

"

S3 X 5.7

X ˆ" DEEPd1"

RECESS

•"

SHOULDER

†" X •" OVAL

“"

Š"

‰"

ˆ" 1"

1‚"

1"

†"

1‚"

†"

•"

1Š"

1„

"

BEAM-SPLICE BOLT AND HARDWARE

X ˆ" DEEPd1"

RECESS

*

*

•"

SHOULDER

†" X •" OVAL

“"

Š"

‰"

ˆ" 1"

1‚"

1"

†"•

"

1Š"

1„

"

VARIES

POST BOLT AND HARDWARE

4" THREAD MIN.

16-J

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606-0703_050814_e2.d

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STATE OF NEW YORK





(SHEET 3 OF 3)

GUIDE RAILING


606-07


HARDWARE SIZED TO FIT.

INDIVIDUAL STANDARD SHEETS.

POST BOLT LENGTH ARE SHOWN ON

†"

ERRATA 1 EFF. 09/04/2014

ISSUED WITH EB 14-025 /S/ RICHARD W. LEE, P.E.

‚"

‚"

‚"

OF Ž" HOLEc

TRAFFIC VIEW

AND IN 3 LOCATIONvALONG POST

AT TOP AND BOTTOM OFvPOST PLATE

NOTE: SOIL PLATE TO BE WELDED

FROM TRAFFIC

FROM SIDE AWAY

NOTE: PLATE SHOWN

ERRATA 2 EFF. 05/01/2018



STA

ND

AR

D S

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ETS

(US

C),

Sep

tem

ber 0

1, 2

019

1„

"

1Š"

†"

•"

1‚"

†"

‰"

“"

Š"

1"

ˆ"

1‚"

1"

•"

1'-

6"

d4•"

3"

4"

MIN.

‡"

‡"

1ƒ"

1ƒ

"

6•

"

1'-

1"

2'-

11"

1̂ "

12‚

"

2Š

"2

Š"

3‰"

=•"

R

=•"

R

3‚"

1'-

6"

3'-0"

3'-

8"

1"

1'-3"

2'-

6"

3'-

0"

…"

6•

"

1'-

1"

3"

X ˆ" DEEPd 1"

RECESS

SHOULDER

†" X •" OVAL

BEAM SPLICE HARDWARE

SQUARE WASHER DETAIL

2'-3•"

ANCHOR ROD DETAILd ƒ"

END SECTION DETAIL

RAIL SPLICE LAP


TRAFFIC

IN THE DIRECTION OF TRAFFIC

NOTE: RAIL SPLICES SHALL BE LAPPED

c

(SEE DETAIL THIS SHEET)

SQUARE WASHER

SIDES OF POST

HOLES BOTHd …"

SUPPORT BOLT

HOLE FOR •" X 1•"d †"

2…"‚"

2…"‚"

‚" 2"(TYP.)

S3 X 5.7

THESE LINES FOR DRIVING

PLATES MAY BE CUT ALONG

p‚" X 8" X 24"

2'-

0"

33"

NO

M.

TYPICAL POST DETAIL

HEX BOLT WITH SQUARE WASHER

X 1•" LONGd Š"

SURFACE

MEDIAN

CURVATUREc RADIUS OF POST SPACING

3'-1•"

4'-2"

6'-3"

12'-6"

USE NOT RECOMMENDED

TABLE "A"

LESS THAN 50'

75' TO 50'

110' TO 76'

220' TO 111'

MORE THAN 220'

Œ"

Œ"

3‚

"3‚

"

cABOUT

SYMMETRICAL

1˜"

PLAN

# 3 BARS

3"

MIN.

CO

VE

R (T

YP.) MEDIAN SURFACE

# 3 BARS

TWISTED RAIL

3'-0"

2'-6"

THIS SHEET)

(SEE DETAIL

END SECTION

OF TYPICAL POST

PARTIAL SECTION

R=20'

10'-0"

63'-

"

6‚"

9"

R=20'

SECTION MAY BE APPROVED.

SHOWN IN TYPICAL DRIVEWAY AND OPENING

DEMONSTRATED TO PROVIDE THE INSTALLATION

NOTE: OTHER RADII CONFIGURATIONS WHICH CAN BE

CORRUGATED BEAM SPECIAL END ANCHORAGETYPICAL END ANCHORAGE

PLAN

8"

4"

END POST SUPPORT DETAIL

3‚

"2

…"

4" X 3" X ‚" - 8" LONG

ANGLE BRACKET

-0

+20

(WITH END POST SHOWN)

DETAIL THIS SHEET)

(SEE END POST SUPPORT

ANGLES CLAMPED ON

p‚" X 8" X 24" STEEL

RAIL DETAIL THIS SHEET)

(SEE SHOP CURVED

RAIL SECTION

SHOP CURVED RAIL DETAIL

12'-6"

33"

TYPICAL POST (SEE DETAIL)

(SEE DETAILS THIS SHEET)

RAIL SECTION

6"

DR

OP

12'-6"

3"

DR

OP

PAY LIMITS-SPECIAL ANCHORAGE UNITS

POSTc POSTc POSTc POSTc

DETAIL THIS SHEET)

(SEE END POST SUPPORT

ANGLES CLAMPED ON

MEDIAN SURFACE

13'-6•"

EXCAVATE AND BACKFILL

CONCRETE ANCHOR DETAIL

SQUARE TOP FACE

ELEVATION

13'-6•"

TYPICAL TERMINAL SECTION

ELEVATION

2'-

9"

THICKNESS

SHEET

u13'

HOLES @ 3" CENTERSd (10) - 1"

TYPICAL TERMINAL RAIL WITH

WASHERS, USE WASHERS ON BOTH SIDES.

HEAD BOLTS WITH GALVANIZED NUTS AND FLAT

HOLES @ 3" CENTER TO CENTER. (8) - ƒ" HEXd(10) - 1"

TYPICAL TERMINAL RAIL SHORTENED 9" WITH

13'-6•"

TYPICAL RAIL SECTION DETAILS)

(SEE RAIL ELEMENT AND

STANDARD RAIL LENGTH6‚"

12'-6" (TYP.)

13'-6•"

13'-6•"

)n(ROTATED 90

CORRUGATED BEAM TYPE RAIL

PAY LIMIT-ANCHORAGE UNITS


BEAM SPLICE BOLTS

(SEE DETAIL)

CONCRETE ANCHOR

(SEE END SECTION DETAIL)

END SECTION PARTIALLY BELOW GROUND

(SEE DETAIL)

CONCRETE ANCHOR

2.

1.

TABLE NOTES:

ACCEPTABLE.

LENGTH ARE ALSO

THREADED FOR ENTIRE

THREADED. RODS

ROD SHALL BE

AT THE TOP OF THE

A MINIMUM OF 4"

NOTE:

6'-3" 6'-3"

6„

"

12‚

"

2"(X)

4‚"

2"(X)

4‚"

4‚" 4‚"

(X) TOLERANCE- ‚"

+ 1‚"


(2) NUTS - NO WASHER

BOLT 1•" LONG

SUPPORTd FOR •"

HOLESd †"


SQUARE WASHER

CONCRETE ANCHOR DETAIL)

(SEE SQUARE TOP FACE

ž"

1"

INTERMEDIATE POST

MOUNTING BEAM ONTO

VALLEY OF BEAM WHEN


10 GA. OR APPROXIMATE EQUAL

FOR (8)- ƒ" ANCHOR RODS

HOLES @ 3" CENTERSd (10)- 1"

PAY LIMITS-MEDIAN BARRIER \ LINEAR FT.

3" AND 6" DROP

DRIVE POSTS TO ACHIEVE

FOR POSITIONING)

SPARE HOLES IN RAIL

ANCHOR RODS (TWO

dAT 3" O.C. FOR (8)- ƒ"

HOLES IN RAILd(10)- 1"

ROD DETAIL)

OF RAIL. (SEE ANCHOR

TO PROTRUDE OVER TOP

GALVANIZED NUTS. RODS NOT

8-ANCHOR RODS WITH

R=•

"

R=•

"

ƒ"

†"

RAIL ELEMENT DETAIL

ž" X 1„"

SPLICE BOLT SLOTSƒ" X 2•"

POST BOLT SLOT

STANDARD SPECIFICATIONS.

WITH THE "PAYMENT FACTOR FOR REDUCED POST SPACING" IN TABLE 606-02 IN SECTION 606-5.01 OF THE

NOT BE ATTACHED TO THE RAIL ELEMENT. PAYMENT FOR THE ADDITIONAL POSTS WILL BE MADE IN ACCORDANCE

ADDITIONAL POSTS REQUIRED TO REDUCE DEFLECTION DISTANCE OR BECAUSE OF HORIZONTAL CURVATURE SHALL

AND PAYMENT FOR SUCH CURVED LENGTHS WILL BE MADE UNDER THE APPROPRIATE ITEM.

BEAMS TO BE ERECTED ON A RADIUS OF 150' OR LESS SHALL BE SHOP WORKED TO THE REQUIRED CURVATURE,

UNDER THE FACE OF RAIL WHEN THE OFFSET IS GREATER THAN 12".

PAVEMENT SURFACE WHEN THE OFFSET IS 12" OR LESS AND TO THE GROUND SURFACE

CURB (REGARDLESS OF CURB HEIGHT OR SPEED) SHALL BE MEASURED FROM THE

THE RAIL MOUNTING HEIGHT OF ALL GUIDE RAIL OR MEDIAN BARRIER PLACED BEHIND

THE OFFSET SHALL BE MEASURED FROM THE FACE OF CURB TO THE FACE OF RAIL.

NOTE:

RE

DIR

EC

TIO

N

POIN

T

OF

TRAFFIC

SPARE HOLES FOR POSITIONING.

FLAT WASHERS BOTH SIDES. TWO

NUTS AND FLAT WASHERS. USE

HEAD BOLTS WITH GALVANIZED

3" CENTERS FOR (8) ƒ" HEX

HOLES IN VALLEY @d(10)- 1"


WITH NUTS AND WASHERS (TORQUED TO 100

HOLES FOR ƒ" BOLTS 4•" LONGdŽ"

RAIL

RAIL

ƒ" X 2•"

POST BOLT SLOT

ƒ" X 2•"

POST BOLT SLOT

ž" X 1„"

SPLICE BOLT SLOTS

10"

2"

3…

"

MIN.

1'-‚

"


ERRATA 1 EFF. 09/04/2014


HEX HEAD POST BOLT

X 1•" LONGd Š"

W/ ROUND WASHER

Š" HEX NUT

SEE SHOP CURVE RAIL DETAIL

d…"

BOX BEAM GUIDE RAIL STANDARD SHEET

NOTE: FOR OPTIONAL UNIVERSAL POST SEE

TO THE ANCHOR.

MIRRORED ON EACH END FOR THE FIRST RAIL SECTION CONNECTING

HOLES @ 3" CENTERS. THIS BOLT CONFIGURATION ISd(10) - 1"

08-F

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606-08_011212_e2.d

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STATE OF NEW YORK





WEAK POST W-BEAM MEDIAN BARRIER

606-08

EFFECTIVE DATE: 01/12/2012DEPUTY CHIEF ENGINEER DESIGN

/S/ RICHARD W. LEE P.E.

5'-

5"

ERRATA 2 EFF. 05/01/2018


v(SAME AS 606-0703)

SEE 606-0701

TOP PLATE

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

SH

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BR

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6'-

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3'-

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SE

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019

RAIL

RAIL

24'-6

" APPROX.

14•

"

21ƒ

"

3'-1•"

* 7‚

"

SURFACE BELOW BARRIER

POST "A"

POST "B"

POST "C"

REMARKSSECTION

TANGENT

DIMENSION

MIDDLE

OFFSET

TOTAL

MID

DL

E

DI

ME

NSIO

N

(SE

E

TA

BL

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22'-9"

20'-7"

18'-5"

16'-3"

14'-1"

11'-11"

9'-9"

3'-3"

112'-6"

100'-0"

87'-6"

75'-0"

62'-6"

50'-0"

37'-6"

0'-0"

POST "A"

POST "B"

POST "C"

31'-0"

28'-10"

26'-8"

24'-6"

22'-4"

20'-2"

18'-0"

11'-6"

3'-

3"

3'-1•" 6'-3"

*

* * *

FIRST LINE POST

FIRST LINE POST

HORIZONTAL

3'-

8"

TY

P.

POSTS "B" POSTS "C" POSTS "A"

7‚

"

OFFSET SPLICE DETAIL


MOUNTING BRACKETS

n90

PLAN VIEW

ANCHORAGE UNIT POST ASSEMBLY

ANCHOR UNIT POST DETAIL

TOE OF SLOPE

4'-

0"

TRAFFIC

POST "A"

POST "B"

POST "C"

R=215'

SPACING AS SHOWN ON PLANS

(SE

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TANGENT SECTION (SEE TABLE)

6'-3"

ANCHORAGE UNIT-PAY LIMIT

6'-3"

6'-3"

6'-3"

6'-3"

6'-3"

FOR POST "C"

HOLE dƒ"

POSTS "A", "B", AND "C"

POSTS "A" AND "B"

HOLE FORdƒ"

7"

ƒ"

2…

"

ƒ"

OR W6X9

W6X8.5

TOP OF POST

BRACKET (TYP.)

STEEL MOUNTING

GALVANIZED

14•

"

21ƒ

"

HEX HEAD BOLT (TYP)

X 1•" LONGd †"

GROUND LINE

HOLE TYP.d•"

POST "B"POSTS "A" AND "C"

4" WIDE TYPICAL

n451

1•

"

7"

1'-•"

6‚"

… "

2…"2…"

8‡

"

1'-•"

6‚"

…"

8‡"

n90

7"

•"

R

•"R

UNIT POST DETAIL

FOR HOLE LOCATIONS SEE ANCHOR

EDGE OF TRAVELWAY

FIRST OFFSET SPLICE

EDGE OF TRAVELWAY

2'-5"

(SEE NOTE 3)

ANCHORAGE UNIT-PAY L

IMIT

6'-3"

6'-3"

FOR ANCHOR BLOCK DETAILS

GUIDE RAIL STANDARD SHEET

SEE WEAK POST CORRUGATED-BEAM

FOR ANCHOR BLOCK DETAILS

GUIDE RAIL STANDARD SHEET

SEE WEAK POST CORRUGATED-BEAM

TYPICAL DEPARTURE END

TYPICAL APPROACH END

FIRST FULL RAIL SECTION FOLLOWING POST "A".

THE ELEVATION INCREASE FROM 29" TO 31" SHALL BE ACHEIVED IN THE

TO BE USED WHEN FIELD CONDITIONS WARRANT THIS TOTAL OFFSET.

18'-0", INCREASE THE APPROACH RADIUS TO FIT THE CONDITIONS.

WHEN FIELD CONDITIONS WILL NOT PERMIT A TOTAL OFFSET OF

3.

2.

1.

NOTES:

SEE NOTE 3

NOTE 2

NOTE 2

NOTE 2

NOTE 2

NOTE 2

NOTE 2

NOTE 1+2

NOTE 1

ELEVATION ANCHORAGE UNIT PROVIDE A SMOOTH TRANSITION

MAY BE FIELD ADJUSTED TO

* TO TOP OF POST

TRAFFIC

(SEE WEAK POST (MOD) CORRUGATED-BEAM GUIDE RAIL STANDARD SHEET FOR DETAILS)

37'-6"

06-F

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(SHEET 2 OF 2)

CORRUGATED-BEAM GUIDE RAILING


606-09


1"

7"

1"

1"

4" 4"4"

7"

2…

"2

…"

GROUND LINE

BEGINNING OF OFFSET SPLICE

3" MIN COVER


"A"POST "B"POST "C"POST

VIEW A

VIEW B

VIEW C


ERRATA 1 EFF. 09/04/2014


ERRATA 2 EFF. 05/01/2018


TRAFFIC

RAIL SPLICE LAP


4'-6"

MAX

LINE OF GUIDE RAIL

TOE OF SLOPE

2' MAX

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

5•" BLOCK OUT

(SEE NOTE 4)

6" X 12" X 14" (TYP)

SYNTHETIC OR TIMBER

OFFSET BLOCK, PLASTIC,

MEDIAN BARRIER CONCRETE ANCHOR

2'-

6"

3'-

0"

#3 BARS

PAVEMENT SURFACE PAVEMENT SURFACE

ASSEMBLY DETAIL

MEDIAN BARRIER POST

7"

6"6"

9•

"

…"

1'-

0"

ANCHOR BOLT INSTALLATION

BASE PLATE DETAIL

PLAN ELEVATION

PLANBARRIER

6'-3"6'-3"6'-3"6'-3"

ELEVATION

PAY LIMITS - MEDIAN

BARRIER

A SMOOTH TRANSITION

FIELD ADJUSTED TO PROVIDE

* TOP OF POST MAY BE

ANCHORAGE UNITS

PAY LIMITS - MEDIAN BARRIER (FT.)

TYPICAL MEDIAN BARRIER INSTALLATION AT FIXED OBJECTS

EXPLODED VIEW SHOWING RAIL SPLICE LAP

(OPTIONAL)

VEGETATION CONTROL STRIP

W6 X 9

W6 X 8.5 OR

18•"

/S/ RICHARD W. LEE P.E.(GUIDE RAIL SIMILAR)

7"

7"

POST "A" DETAIL POST "B" DETAIL POST "C" DETAIL

14•

"

12•"

21ƒ

"

*29"

*21ƒ

"

*14•

"

*7‚

"

2•" BLOCK OUTGROUND LINE

3" COVER

1ƒ"

3"

3"

1'-3•"

1ƒ

"

3"

PAY LIMIT - ANCHORAGE UNITS

PAY LIMITS - GUIDE RAIL

3'-

3"

2…

"

4ƒ

"

…"

12•"

…"

12•"

…"

2„

"

7‚

"

72" LONG

OR W6 X 9

W6 X 8.5

142' MIN. LENGTH

6'-3"

EPOXY MORTAR AS NECESSARY

HAMMERING OR LAYER OF

FOR BASE PLATE BY BUSH

PROVIDE FIRM LEVEL SEAT1'-3" LONG THREAD FULL LENGTH

ANCHOR BOLTd 1"

RAIL RAIL

RAIL RAIL

pƒ" THICK

ANCHOR RODS.

AND TOP 6" OFpROD. GALVANIZE TOP

ANCHORdTOP OF RAIL. SEE DETAIL FOR ƒ"

WASHERS TOP. RODS NOT TO PROTRUDE OVER

ROD WITH GALVANIZED NUTS ANDd(8)- ƒ"

FOR POSITIONING)

RODS (TWO SPARE HOLES IN RAIL

ANCHORd AT 3" O.C. FOR (8)- ƒ"

HOLES IN RAILd 10 -1"

(PLATE IS IN EACH VALLEY OF W BEAM)

HOLESd WITH 1"p‚" X 3" X 27"

**

SEE NOTE 6

POST BOLT

6'-3"

3'-1•"

- MEASUREMENTS ARE TO TOP OF GUIDE RAIL.

OF POSTS. SEE POST DETAILS "A", "B", AND "C" THIS SHEET.

- SPECIAL MOUNTING BRACKETS ARE REQUIRED ON BOTH SIDES

NOTES:

BLOCK-OUT




HEX HEAD BOLT (TYP)

X 1•" d†"

HEX HEAD BOLT

X 1•"d †"

X 8" HEX HEAD BOLTd †"

X 5" HEX HEAD BOLTd †"

W-BEAM MEDIAN BARRIER

ANCHORAGE UNIT FOR HEAVY POST BLOCKED-OUT (MOD.)

INSTALLATION AND POST SPACING DETAILS

GUIDE RAILING (SHEET 1 OF 2)" FOR FIXED OBJECT

SEE CURRENT STANDARD SHEET "HPBO (MOD.) W-BEAM

BASE PLATE

STANDARD HEAVY POST ON BASE PLATE

8.

7.

6.

5.

4.

3.

C.

B.

A.

2.

1.

NOTES:

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CORRUGATED-BEAM MEDIAN BARRIER


606-10


MEDIAN BARRIERTYPICAL INSTALLATION

HOLEdƒ"

12" LONG - 12 GAUGE

BACK UP PLATE

ANCHORAGE UNIT SECTION.

THE ELEVATION INCREASE FROM 29" TO 31" SHALL BE ACHEIVED IN THE FIRST FULL RAIL SECTION AFTER THE

AND TO THE GROUND SURFACE UNDER THE FACE OF THE RAIL WHEN THE OFFSET IS GREATER THAN 1'-0".

CURB HEIGHT OR SPEED) SHALL BE MEASURED FROM THE PAVEMENT SURFACE WHEN THE OFFSET IS 1'-0" OR LESS

THE RAIL MOUNTING HEIGHT OF ALL GUIDERAIL OR MEDIAN BARRIER PLACED BEHIND THE CURB (REGARDLESS OF

THE OFFSET OF THE GUIDERAIL OR MEDIAN BARRIER SHALL BE MEASURED FROM FACE OF CURB TO FACE OF RAIL.

LENGTHS USE BOLT LENGTH SIZED TO THE SPECIFIC BLOCKOUT.

†" GUIDE RAIL BOLT LENGTH IS 14" LONG FOR THE STANDARD BLOCKOUT. FOR BLOCKOUTS OF SMALLER



SEE BLOCKOUT DETAILS ON STANDARD SHEET FOR HEAVY POST BLOCKED-OUT (MOD.) GUIDE RAIL.

THE STANDARD SHEET FOR WEAK POST CORRUGATED GUIDE RAILING COMPONENTS.

DETAILS FOR RAIL ELEMENT, SPLICE HARDWARE, ANCHOR BOLT DETAIL AND END SECTION DETAIL AVAILABLE ON

ALL WELDS, CUTS AND DRILLED HOLES SHALL BE GALVANIZED. ATTACH POST AS SHOWN IN THE DETAILS.

INSTALLATION DETAIL. CUT POST TO REQUIRED HEIGHT AND DRILL HOLES FOR THE RAIL INSTALLATION.

BASE PLATE DETAIL. EXCAVATE TO THE FOOTING. BOLT THE BASE TO THE FOOTING USING THE ANCHOR BOLT

LESS THAN 1'-6"- PREFABRICATE A POST WITH BASE PLATE AS SHOWN IN THE STANDARD HEAVY POST ON

OF THE FOOTING TO THE GROUND SURFACE.

AND PLACE THE POST IN A 12" DIAMETER CONCRETE ENCASEMENT EXTENDING FROM THE TOP

18" TO 29": SHORTEN THE POST TO THE REQUIRED DEPTH BY CUTTING THE BOTTOM OFF THE POST

29" TO 43•": SHORTEN THE POST TO THE REQUIRED DEPTH BY CUTTING THE BOTTOM OFF THE POST.

FOOTING, ONE OF THE FOLLOWING METHODS SHALL BE EMPLOYED, DEPENDING ON THE AVAILABLE DEPTHS.

IF THERE IS INSUFFICIENT DEPTH BETWEEN THE SURFACE OF THE GROUND AT A MEDIAN BARRIER, AND A CONCRETE

ALL RUNS OF MEDIAN BARRIER ARE TO BE ANCHORED AT BOTH ENDS.

4'-10•" LONG

W6 X 9 POST

W6 X 8.5 OR

POST 4'-3‚" LONG

W6 X 8.5 OR W6 X 9

5'-5" LONG

W6 X 9 POST

W6 X 8.5 OR

ERRATA 1 EFF. 05/01/2018


(ACTING)

DEPUTY CHIEF ENGINEER, DESIGN

FLAT WASHER

y

W6 X 9

(SEE NOTE 3)

(SEE NOTE 8)

SEE DWG: 606-09

FOR MOUNTING BRACKET DETAILS

*

PAY LIMITS - MEDIAN

12"

8" *

9"

DETAIL)

(SEE END SECTION

TERMINAL SECTION



TRAFFIC

TRAFFIC

MEDIANS AND STRUCTURES

FOR USE ON PORTLAND CEMENT CONCRETE



POST "A" POST "B" POST "C"

75" POST SPACING

4' MIN. FOR

1 ON 15

1 ON 15

POST SPACING 6'-3"

-30'n67

n45

-30'n22

1'-0" MIN.

1"

(SEE NOTE 7) (SEE NOTE 7)

7" (T

YP)

31"

2'-

7"

4'-0"

3'-6"

PAY LIMIT FOR

50"

SEE NOTE 2C

BACK UP PLATE

‡"(TYP)

SEE DWG 606-07 SHEET 3

NOTE: FOR TOP PLATE DETAILS

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

OD

DETAIL 1 - RECOMMENDED MINIMUM DISTANCE TO SHIELDED OBJECT

TRAFFIC

TRAFFIC


OD

L

PARALLEL TYPE END TERMINAL

R

R

R

(8) BREAKAWAY POSTS PLUS (1) REGULAR POST



TRAFFIC

GUIDE RAIL

20’

ME

AS

UR

ED

OFFSET

(SEE NOTE 1)

DETAIL 3 - OPTION 1 - 1:50 FLARE

DETAIL 3 - OPTION 2 - 1:25 FLARE AT POST 5

FLARE 1:50 MAX. 52 FT.PARALLEL TYPE END TERMINAL INSTALLED

FLARE STARTS AT POST 5 1:25 MAX.PARALLEL TYPE END TERMINAL INSTALLED

POST 5

ANGLE POINT

TRAFFIC

DETAIL 4 - GRADING DETAILS

BREAK FROM PLANS

SLOPE AND SHOULDER

SLOPE BREAK



OF

FS

ET 3’

BA

CK

OF

PO

ST

MINI

MU

M

SL

OP

E

BR

EA

K

LI

MIT

OF

SP

ECIA

L

GR

ADIN

G

AR

EA

DETAIL 5 - SECTION THROUGH SPECIAL GRADING AREA

ROUND TO 4’ VERTICAL CURVE

SLOPE BREAK POINT

SHOULDER

3’

DISTANCE VARIES (SEE PLANS)

1:4 OR FLATTER PREFERRED

1:3 MAX.

OBJECT

SHIELDED

L = 72’ + 5.67 L (FREEWAY, PARKWAY)

L = 72’ + 3.7 L (ELSEWHERE)

OBJECT

SHIELDED

OF GUIDE RAIL

THEORETICAL LINE

OD

OD

BREAKAWAY STEEL POST

FLATTER PREFERRED)

1:3 MAX. (1:4 OR

OR SHOULDER AS SHOWN ON PLANS

AS SHOULDER PREFERRED)

VEGETATION CONTROL STRIP (SLOPE SAME

OF GUIDE RAIL

THEORETICAL LINE

15

1

VEGETATION CONTROL STRIP AND SHOULDER NOT SHOWN

BREAK FROM PLANS

SLOPE AND SHOULDER

DISTANCE VARIES (SEE NOTE 5)

(SE

E

NO

TE 4)

TR

AN

SITIO

N

OP

TIO

NS

SL

OP

E

BR

EA

K

OF

FS

ET

(SEE NOTE 4)

1:10 OR FLATTER

NOTE 4)

(SEE

L DESIRABLE LENGTH OF NEED (FT.) (SEE NOTE 6)

(SEE NOTE 2)

OBSTACLES AND TRAVERSABLE

THIS AREA SHOULD BE MADE FREE OF

(SEE NOTE 3)

(SE

E

NO

TE 2)

FR

OM

BA

CK

OF

RAIL

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 7)

SEE MANUFACTURER’S DRAWINGS FOR DETAILS. POSTS SHALL BE STEEL BREAKAWAY POSTS.

LENGTH OF NEED MAY BE ADJUSTED, AS APPROVED BY ENGINEER, TO SUIT FIELD CONDITION, (SEE DETAIL 2).

TYPICAL POINT UPSTREAM OF THE PARALLEL TYPE END TERMINAL AND THE EMBANKMENT WIDTH AT THE FIRST POST.

THIS DISTANCE VARIES. LENGTH TO BE 15 OR MORE TIMES THE DIFFERENCE IN EMBANKMENT WIDTHS AT A

NORMAL SLOPE BREAK OFFSET BETWEEN POSTS 5 AND 9.

BE 3’ BEHIND POSTS 1 THRU 8. IF DIRECTED BY THE ENGINEER, THE SLOPE BREAK MAY BE TRANSITIONED TO THE

SLOPES BETWEEN EDGE OF TRAVELWAY AND SLOPE BREAK SHALL BE 1:10 OR FLATTER. SLOPE BREAK SHALL

OF EITHER 65’ OR (15+3.7 L ) FT.

IF CONDITIONS REQUIRE, RECOMMENDED MINIMUM DISTANCE TO SHIELDED OBJECT MAY BE REDUCED TO THE HIGHER

TO UNSHIELDED ROADSIDE AREAS UPSTREAM OF THE END TERMINAL.

IF TOTAL CLEARANCE IS NOT POSSIBLE, THIS AREA SHOULD BE CLEARED TO THE EXTENT THAT IT BECOMES SIMILAR

BE A MINIMUM OFFSET OF 10’ FROM THE EDGE OF TRAVELED WAY TO THE FIRST POST.

OFFSET AS SHOWN OR DIRECTED BY ENGINEER. FOR MAINTENANCE PURPOSES, IT IS RECOMMENDED THAT THERE

7.

6.

5.

4.

3.

2.

1.

NOTES:

(SEE NOTE 7)

8 SPACES AT 6’-3" (TYP.) (SEE NOTE 7)

8 SPACES AT 6’-3" (TYP.) (SEE NOTE 7)

(SEE NOTE 7)

(SEE NOTE 7)

OBSTACLES AND TRAVERSABLE (SEE NOTE 2)


27-S

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HPBO (MOD.) TERMINALS

GRADING DETAILS FOR PROPRIETARY

606-11


HPBO (MOD.) GUIDE RAIL

HPBO (MOD.)

HPBO (MOD.)


VARIES

POST 1

POST 8

POST 9

ANGLE POINT

POST 1

POST 8

POST 9


(ACTING)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

6"

5SM1

1"

1"

4’-

0"

3’-

0"

FINISHED GRADE

5"

6"

4SM2

BARRIER WITH BACKUP POST

SINGLE-SLOPE CONCRETE HALF SECTION

(SEE NOTES 2 AND 3)

1’-4"3"

9"

3’-

6"

4"

8"

6"

FINISHED GRADE

4SC1

1’-4"3"

9"

3’-

6"

4"

8"

FINISHED GRADE

5SM1

4SM1H

1’-4"3"

9"

3’-

6"

4"

8"

FINISHED GRADE

4SB2

6"

B

D

1’-

4"

MIN.

R=C

3’-4" 3’-4"

6’-8" 6’-8" 6’-8" 6’-8"

3’-4" 3’-4"

A A

INTERVALS)

(TYPICAL AT 20’

CONTRACTION JOINT

CONTRACTION JOINT)

4SC2 (CARRY THROUGH

3"

4SC1

4SC2

2"

2"

4SM1H

5SM1

5SM1

4SM2

4SM1H 6" C.C.

2"

3"

4SC3H 6" C.C.

PLACE 1" X 1" JOINT FILLER2"

(L/3 - 1’-2")~ (L/3 - 1’-2")~

4SB2

2"

EXPANSION JOINT PLACE �" RESILIENT JOINT FILLER EXPANSION JOINT PROVIDE FOR �" OPENING

CONCRETE HALF SECTION BARRIER

FOR CAST-IN-PLACE SINGLE-SLOPE

SHOWING REINFORCING BARS

EXPANSION JOINT DETAIL


FOR PRECAST SINGLE-SLOPE




FOR MACHINE FORMED SINGLE-SLOPE



3"

(MESH NOT SHOWN)

4SB1H 6" C.C.

2"

4SC3H

6S4

2’-6"

5’-6"

5’-4"

STRAIGHT

STRINGER

STIRRUP

STIRRUP

10" 3’-10" 4"

MARK SIZE NO. LENGTH USE A B C D LOCATION

1�"

#4

2

8

2

4SC1

4SC2

6S4

5’-6"

2’-6"

5’-4"

STIRRUP

STRINGER

STRAIGHT

STIRRUP

10" 3’-10" 4"


1�"10

3

4

2

5SM1 L-4"

4SM1H

4SM2

REMAINING SPACE INTO 3 EQUAL PARTS

2 STIRRUPS TO APPROXIMATELY DIVIDE

4 AT EACH END OF BARRIER UNIT

6S4

5’-6"

5’-4"

STIRRUP

STRAIGHT

STIRRUP

10" 3’-10" 4"


1�"

#6

8

8

2

4SB2

4SB1H

2’-6"

1 EACH SIDE OF EXPANSION JOINT

IN SECTION A-A

DETAIL SHOWING KERF

CONTINUITY CONNECTION FOR HALF SECTION SINGLE-SLOPE BARRIER

= 3"R

FINISHED GRADE FINISHED GRADE

(SEE NOTE 1)

1�

"

3"

4"

4"

JOINT FILLER

DRAWINGS TO THE ENGINEER FOR APPROVAL.

IS DETAILED BY THE DEPARTMENT, THE CONTRACTOR SHALL PREPARE AND SUBMIT LAYOUT

MINIMUM OF 10’ AND A MAXIMUM OF 24’ TO FIT CONDITIONS. UNLESS THE MODIFIED BARRIER

NOTE: THE NOMINAL LENGTH OF PRECAST SECTIONS IS 20’ BUT MAY BE MODIFIED TO A

#4

#6

#4

#6

#4

#5

#4#4

#4

1 ON EACH SIDE OF EXPANSION JOINT

LONGITUDINAL - 1 IN BOTTOM, 2 IN TOP

1 ON EACH SIDE OF EXPANSION JOINT

EXPANSION JOINT

STIRRUP - 4 ON EACH SIDE OF THE

LESS 4" (2" ON EACH END)

FULL LENGTH OF BARRIER SECTION

4 X 4 - W2.9 X W2.9 MESH 2’ WIDE

4SC2

W6 X 8.5 BACKUP POST

W6 X 9 OR

1�

"�" MIN. TO

8

EXPANSION JOINT, MINUS 2" EACH END

CONTINUOUS FROM EXPANSION JOINT TO



2" COVER (TYP.) 2" COVER (TYP.) 2" COVER (TYP.)

EXPANSION JOINT

DETAIL OF CONTINUITY PLATE

C9 X 20 OR MC8 X 18.7

2"

COVERING ENTIRE CROSS SECTION OF BARRIER COVERING ENTIRE CROSS SECTION OF BARRIEREXPANSION JOINT PLACE �" RESILIENT JOINT FILLER

EITHER SIDE OF JOINT)

BARRIER FACE (ONE EACH ON

10" X 10" X �" FLUSH WITH

2’-

6"

2’-

1"

FORMED HOLES FOR THROUGH BOLTS


�" X 1’-2" BUTTON HEAD BOLTS

C9 X 20 OR MC 8 X 18.7

2’-6"

DETAIL OF 6S4 BAR

6S4

6S4

L = NOMINAL LENGTH OF SECTION IN INCHES

3"

6S4 6S4

6S4

6S4

5"

6"

5"

THE EXPANSION JOINT

LONGITUDINAL - 4 ON EACH SIDE OF

2 AT EACH END OF THE BARRIER UNIT

9"

6.

5.

4.

3.

2.

1.

NOTES:(1’-9" LONG)

C 9 X 20 OR MC 8 X 18.7

(SEE NOTE 5)

LIE PARALLEL TO SURFACE

BEND LOWER 6" OF BAR TO

(SEE NOTE 5)



(SEE NOTE 5)



SURFACES SHALL BE SMOOTH.

THESE BENDS MAY BE ELIMINATED, PROVIDED 2" COVER IS MAINTAINED.

2" CONCRETE COVER FOR ALL REINFORCEMENT, UNLESS SHOWN OTHERWISE.

BARRIER OR THE JOINT BETWEEN THE BARRIER AND ANY END SECTIONS.

POSTS AT THE ENDS OF BARRIER RUNS SHALL BE PLACED AT 6’-8" CENTER COMMENCING AND ENDING 3’-4" FROM THE END OF THE

EXPANSION JOINT IN THE PATTERN SHOWN IN THE BACK UP POST LAYOUT AND THE BEGINNING AND END OF EACH BARRIER RUN. THE

EVERY EXPANSION JOINT AND AT THE END OF EACH RUN OF BARRIER. THREE BACK-UP POSTS SHALL BE PLACED ON EITHER SIDE OF THE

MACHINE FORMED AND CAST-IN-PLACE SINGLE SLOPE CONCRETE HALF SECTION BARRIER SHALL BE BACKED UP WITH BACK-UP POSTS AT

IN BACKUP POST LAYOUT.

PRECAST SINGLE SLOPE CONCRETE HALF SECTION BARRIER SHALL BE BACKED UP WITH BACK-UP POSTS FOR ITS ENTIRE LENGTH AS SHOWN

BARRIERS WITHIN A RUN SHOULD BE AVOIDED.

PROJECTS MAY BE SUPPLIED WITH BARRIER HAVING BOTH THE OLD AND NEW CONNECTION LOCATIONS. INTERMIXING OF OLD AND NEW

CONNECTION HEIGHT. HOLES ON THE NEW RUN MAY BE PRECAST OR DRILLED. UNTIL STOCKPILES OF THE OLDER DESIGN ARE DEPLETED,

BARRIER BUILT FOR THE LOWER CONTINUITY CONNECTION DESIGN, THE CONTINUITY CONNECTION SHALL BE PLACED AT THE LOWER

WHEN A NEW RUN OF SINGLE SLOPE BARRIER NEEDS TO BE CONNECTED TO A PRE-EXISTING RUN OF SINGLE HALF SECTION CONCRETE

THE EXPANSION JOINTS. ALL HARDWARE IN CONTINUITY CONNECTIONS SHALL BE GALVANIZED.

BARRIER. MACHINE FORMED SINGLE SLOPE CONCRETE HALF SECTION BARRIER REQUIRES THE USE OF CONTINUITY CONNECTIONS ONLY AT

CONTINUITY CONNECTIONS SHALL BE USED AT ALL JOINTS IN PRECAST AND CAST-IN-PLACE SINGLE SLOPE CONCRETE HALF SECTION

2�

"

1" HOLES

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HALF SECTION BARRIER

SINGLE - SLOPE CONCRETE

606-13


A

TYPICAL BACKUP POST LAYOUT

(SHOWN AT EXPANSION JOINT)

4SC3H

21

4


21

4


SECTION SHOWING PRECAST SINGLE-SLOPE


4SB1H

21

4

TYPICAL STIRRUP

CAST-IN-PLACE BARRIERS)

(MACHINE FORMED, PRECAST, AND

TYPICAL CHAMFER DETAIL

(ALL BARRIERS)


SECTION SHOWING MACHINE FORMED SINGLE-SLOPE


SECTION SHOWING CAST-IN-PLACE SINGLE-SLOPE

�" MAX.

1" 2"

21"

4" 2"

3"

3"

9"

2" (TYP)

HOLEd 1"

�" RAD.

6S4 6S4

(ACTING)



STA

ND

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D S

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ETS

(US

C),

Sep

tem

ber 0

1, 2

019

1"

1"


ERRATA 1 EFF. 09/06/2012

6"

6"

6"

2" MIN.

9"

COVER

8"

4

21

DIFFERENCE

10" MAX. GRADE

DIFFERENCE

10" MAX. GRADE

4

21

2" MIN.

COVER

GRADE

FINISHED

6"

6"

6"

6"

DIFFERENCE

10" MAX. GRADE

21

4

8"

6"

6"

2" MIN.

COVER

DIFFERENCE

10" MAX. GRADE

9"

6"

6"

6"

4

21

2" MIN.

COVER

4SM1W

GRADE

FINISHEDDIFFERENCE

10" MAX. GRADE

8"

6"

2" MIN.

COVER

4

21

3’-

6"

6"

3’-

6"

9"

3’-

6"

DIFFERENCE

10" MAX. GRADE

2" MIN.

COVER

4

21

4SB1W

GRADE

FINISHED4SC3W

AA

B

D

R = C

4S

C1

4SC1

4S

C1

4SC1

4SC2 4SC2

4SC34SM1

4S

M2

4S

M2

5SM1

5SM1

5SM1

5SM1

4SB1

4S

B2

4S

B2

SURFACE (SEE NOTE 2)

TO LIE PARALLEL TO

BEND LOWER 6" OF BAR


TO LIE PARALLEL TO



TO LIE PARALLEL TO


(2"

ON

EA

CH

EN

D)

BA

RRIE

R

SE

CTIO

N

LE

SS 4"

2’

WID

E

FU

LL

LE

NG

TH

OF

4" x 4"

W2.9

X

W2.9

ME

SH

3.

2.

1.

NOTES:


THESE BENDS MAY BE ELIMINATED PROVIDED 2" MINIMUM COVER IS MAINTAINED.

2" MINIMUM COVER FOR ALL REINFORCEMENT.

AND CAST-IN-PLACE BARRIERS)

(MACHINE FORMED, PRECAST,

2’-6"

8’-0"

8’-4"

STRAIGHT

STRINGER

STIRRUP

STIRRUP

10" 3’-10" 4"

JOINT TO EXPANSION JOINT

CONTINUOUS FROM EXPANSION

MARK NO. LENGTH USE A B C D LOCATION

1�"

12

2

8

8

4SC1

4SC2

THE EXPANSION JOINT

STIRRUP - 4 ON EACH SIDE OF

OF THE EXPANSION JOINT

LONGITUDINAL - 6 ON EACH SIDE

4SC3

4SC3W 3’-10"1�" 8"THE EXPANSION JOINT

STIRRUP - 4 ON EACH SIDE OF

8’-0"

2’-6"

STIRRUP

STIRRUP

STRAIGHT

STRINGER

3’-10" 4"


1�"6

10

8

4

4SM1

4SM2

3’-10"1�" 8"4SM1W

5SM1

8’-4"

L-4"

10"

L = NOMINAL LENGTH OF SECTION IN INCHES

DIVIDE REMAINING SPACE INTO THREE EQUAL PARTS

2 STIRRUPS TO APPROXIMATELY

4 AT EACH END OF BARRIER UNIT.

DIVIDE REMAINING SPACE INTO THREE EQUAL PARTS

2 STIRRUPS TO APPROXIMATELY

4 AT EACH END OF BARRIER UNIT.

CONTRACTOR SHALL PREPARE AND SUBMIT LAYOUT DRAWINGS TO THE ENGINEER FOR APPROVAL.

MAXIMUM OF 24’ TO FIT CONDITIONS. UNLESS THE MODIFIED BARRIER IS DETAILED BY THE DEPARTMENT, THE

THE NOMINAL LENGTH OF PRECAST SECTIONS IS 20’ BUT MAY BE MODIFIED TO A MINIMUM OF 10’ AND A

8’-0"

2’-6"

STIRRUP

STIRRUP

STRAIGHT

10" 3’-10" 4"


1�"8

8

12

4SB1

4SB2

3’-10"1�" 8"4SB1W 8’-0"




THE CONTRACTOR MAY USE THE REINFORCEMENT SHOWN FOR PRECAST BARRIER.

NOTE: AS AN OPTION TO THE REINFORCEMENT SHOWN FOR THE CAST-IN-PLACE BARRIER

1�

"�" MIN. TO

�" MAX.

FORM

SAWCUT OR

A A

4SC3H 6" C.C.

3"

2"

4SC1

SC24INTERVALS)

(TYPICAL AT 20’

CONTRACTION JOINT

CONTRACTION JOINT)

4SC2 (CARRY THROUGH2"

EXPANSION JOINT PROVIDE FOR �" OPENING

PLACE 1" X 1" JOINT FILLER


FOR MACHINE FORMED SINGLE-SLOPE



3"(L/3 - 1’-2")~ (L/3 - 1’-2")~

4SM1

5SM1

5SM1

4SM1 6" C.C.

2"

2"



CONCRETE MEDIAN BARRIER

FOR CAST-IN-PLACE SINGLE-SLOPE




FOR PRECAST SINGLE-SLOPE



(MESH NOT SHOWN IN THIS DETAIL)

3"

4SB1 6" C.C.

2"

2"



4"

2’-0" 2’-4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

6"

6"

4"

4"

2’-0" 2’-4"

FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE

GRADE

FINISHED

GRADE

FINISHED

GRADE

FINISHED

FINISHED GRADE

2’-0" 2’-4"

1’-0"1’-0"

2"

MIN.

CO

VE

R 1’-0"

2"

MIN.

CO

VE

R

2"

MIN.

CO

VE

R

2"

MIN.

CO

VE

R

2"

MIN.

CO

VE

R

2"

MIN.

CO

VE

R


WIDE BARRIER


WIDE BARRIER


WIDE BARRIER


SECTION SHOWING MACHINE FORMED SINGLE-SLOPE


SECTION SHOWING PRECAST SINGLE-SLOPE


SECTION SHOWING CAST-IN-PLACE SINGLE-SLOPE

SIZE

#4

#4

#4

#4

SIZE

#4

#4

#4

SIZE

#4

#4

#4

#5

4SB2 6" C.C.

12"

12"

12" 4 AT EACH END OF BARRIER UNIT

LONGITUDINAL - 2 IN BOTTOM - 2 IN TOP

4SM2

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AND SINGLE-SLOPE CONCRETE WIDE BARRIER

SINGLE-SLOPE CONCRETE MEDIAN BARRIER

606-14


7/24/2012


(ALL BARRIERS)SECTION A-A

DETAIL SHOWING KERF TYPICAL STIRRUP TYPICAL CHAMFER DETAIL

(DESIGN)

DEPUTY CHIEF ENGINEER

APPROVED:

STA

ND

AR

D S

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ETS

(US

C),

Sep

tem

ber 0

1, 2

019

4

4

4

4

21

21

21

4

B

APPROACH

TRAFFIC SIDE

11

16

21

26

31

36

41

46

51

17’-6"15’-0"12’-6"10’-0"7’-6"5’-0"2’-6"0

BARRIER

TOP OF NORMAL

GRADE

FINISHED

MARK SIZE NO. LENGTH USE A B C D E LOCATION

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STRAIGHT

STRAIGHT

STRAIGHT

VARIES FROM VARIES FROM

7’-6" TO 8’-0"

2’-6"

5’-6�"

2’-7"

20’-0"

19’-8"

10"

10"

3’-6" TO 3’-9�"

31"

18"

5"

1�"

1�"

1�"

1�"

2"

5�"

1�"

20"

20"

4 @ FULL SECTION END OF TERMINAL

1 @ 5’-6" FROM FIRST 4SM1 STIRRUP

2 @ 6" CENTER AT TAIL END OF BARRIER

LONGITUDINAL - 2 AT TOP

LONGITUDINAL - 2 AT BOTTOM

#4

#5

4

4

1

1

2

2

2

4SM1

1 @ 5’-6" FROM LAST 4SM1 STIRRUP

4SM2

4SM3

4SM4

4SM5

5SM1

5SM2

BETWEEN WIDE AND NORMAL WIDTH OR HALF SECTION BARRIER. PLACE 1" X 1" JOINT FILLER.

PROVIDE FOR �" EXPANSION AT JOINT WITH MEDIAN (NORMAL WIDTH), TRANSITION


THESE BENDS MAY BE ELIMINATED PROVIDED 2" MIN. COVER IS MAINTAINED.

STIRRUPS SHOULD LIE AS CLOSE AND PARALLEL TO FACE OF BARRIER AS POSSIBLE.

2" MIN. COVER ON ALL REINFORCEMENTS.

5.

4.

3.

2.

1.

NOTES:

21

9"

20’-0"


4SM5STIRRUPSTIRRUP(ALL SECTIONS)

4SM3, 4SM44SM1

A A

= C

R

D

D

B

6"

(SE

E

NO

TE 3)

E

D

= C

R

A A

B=

C

R

ELEVATION

PLAN VIEW

A B

B

C

C D

D

A

3"

4SM1 6" C.C.

5’-6"

4’-

3"

5’-6"

4SM2

5SM1

4SM3

4SM4

4SM5

6"

3"

11"

WIDTH BARRIER

BETWEEN WIDE AND NORMAL

SECTION BARRIER OR TRANSITION

APPROACH END OF FULL

OF TERMINAL

4 @ 6" CENTERS AT THE FULL SECTION END

TRAFFIC

TRAFFIC

20’-0"

2’-

0"

SECTION A-A SECTION B-B

SECTION C-C SECTION D-D

2’-0" 2’-0"

2’-0" 2’-0"

3"

9"5SM2

GRADE

FINISHED

1’-

2�

"

TRAFFIC SIDE

APPROACH

= 4"R

4SM4

5SM1

2" MIN. COVER

= 4"R

1�"

CHAMFER

3"

9"

2" MIN. COVER

SINGLE SLOPE CONCRETE BARRIER TERMINAL DETAILUSE OPPOSITE HAND WHEN BARRIER IS PLACED TO THE RIGHT OF TRAFFIC FLOW

2"

GRADE

FINISHED

4"

4SM5

= 4"R

5SM1

5SM2

4SM1

5SM2

3"

GRADE

FINISHED

DIFFERENCE

GRADE

10" MAX.

2" MIN.

9"

3’-

6"

3"

9"

5SM1

COVER (TYP.)

8"

4S

M2

6"

6"

4"

5SM2

GRADE

FINISHED

= 4"R

GRADE

FINISHED

2" MIN.COVER (TYP.)

4SM3

2’-

3�

"

APPROACH TRAFFIC SIDE

5S

M1

4" MIN. RADIUS

2�"

CHAMFER

#5

#4

#4

#4

#4

3’-10"

6" (S

EE

NO

TE 3)

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TERMINAL SECTION - RAMPED TERMINAL

SINGLE-SLOPE CONCRETE BARRIER

606-15



ERRATA 1 EFF. 09/06/2012

1"

1"

7/24/2012


(DESIGN)


APPROVED:

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

9’-0"

6�

"

40’-0"

16’-0"

3’-

0"

(ONE WAY ONLY)

GUIDE RAIL TRANSITION CABLE TO BOX BEAM

SECTION D-DDETAIL "A"

(ONE WAY OR TWO WAY OPERATION)

GUIDE RAIL TRANSITION CABLE TO BOX BEAM

D

D

TYPICAL

ONE WAY TRAFFIC

ONE WAY TRAFFIC

OR

TWO WAY TRAFFIC

BEAM GUIDE RAIL FOR DETAILS.

GUIDE RAIL SEE THE STANDARD SHEET FOR BOX

WHEN USED ON THE TRAILING END OF THE BOX BEAM

OF A STRUCTURE SEE BRIDGE APPROACH DETAILS.

WHEN TRANSITION IS USED AT THE TRAILING END* NOTE:

RAILING STANDARD SHEETS

FOR DETAILS SEE THE CABLE GUIDE

TYPICAL CABLE GUIDE RAILING

(SEE NOTE 2)

u200’-0"

(SEE NOTE 2)

STANDARD SHEET)

(SEE BOX BEAM GUIDE RAIL

TYPICAL BOX BEAM GUIDE RAIL

PLAN

CONCRETE ANCHOR

SECTION B-B

1

12

B B

BRIDGE APPROACH DETAILS

ADJACENT TO A STRUCTURE SEE

NOTE: WHEN TRANSITION IS USED

OR FLATTER

FILL SLOPE 1 ON 6

SHOULDER BREAK

STANDARD SHEET)

(SEE CABLE GUIDE RAILING

TYPICAL CABLE GUIDE RAILING

AND CABLE

BOX BEAM

SHOP CURVING REQUIRED

STANDARD SHEETS

SEE BOX BEAM GUIDERAIL

BOX BEAM END PIECE

BO

X

BE

AM

RE

DIR

EC

TIO

N

FO

R

LA

ST

POIN

T

OF

d�"

(SEE DETAIL A)p STEEL

ROD U-BOLTd �"

8" X 1"x �"p STEEL

FO

R

BO

X

BE

AM

RE

DIR

EC

TIO

N

POIN

T

OF

L = 60’-0"

R=205.25’

BOX BEAM END PIECE

THREAD 2" LONG (SEE NOTE 3)

CABLESd �"

6" X 6" BOX BEAM

(TRAFFIC ON THIS SIDE)

FACE OF RAIL

CABLESd THREE �"

2’-

0"

96’-0"

6.

5.

4.

3.

2.

1.

NOTES:

NOTE 6)

TWO CABLES (SEE

MIDDLE AND LOWER

(SEE NOTE 6)

UPPER CABLE

72’-0"

PAY LIMIT FOR TRANSITION (SEE NOTE 1)

29’-0"

BOX BEAM

(SEE NOTES 1 AND 5)

CONCRETE ANCHOR

6’-0"

u4 U-BOLTS EVENLY SPACED OVER 36’-0"

(SEE NOTE 5)

LOWER CABLE SHALL PASS UNDERNEATH THE RAIL.

THE UPPER CABLE SHALL PASS OVER THE RAIL AND THE MIDDLE AND

CABLE GUIDE RAILING STANDARD SHEETS.

CABLE ANCHOR DETAILS FOR THIS TRANSITION ARE LOCATED ON THE

REQUIRED, AS INDICATED ON THE ABOVE REFERENCED STANDARD SHEET.

2000’, ADDITIONAL INTERMEDIATE ANCHORAGE SECTIONS SHALL BE

WHEN THE DISTANCE BETWEEN THE POINTS OF REDIRECTION EXCEEDS

STANDARD SHEET TITLED "CABLE GUIDE RAILING" SHALL BE REQUIRED.

INTERMEDIATE ANCHORAGE SECTION, CONSTRUCTED AS SHOWN ON THE

SEPARATED AT THEIR POINTS OF REDIRECTION BY 1000’ TO 2000’, AN

SYSTEM BETWEEN TWO SEPARATE BOX BEAM GUIDE RAIL INSTALLATIONS,

WHEN CABLE GUIDE RAIL IS USED TO FORM A CONTINUOUS GUIDE RAIL

TO PREVENT NUT FROM BACKING OFF.

TIGHTEN NUTS UNTIL THEY ARE HAND SNUG, THEN DAMAGE THE THREAD

NOT EXCEED 1000’.

AND APPROACH TERMINAL OR INTERMEDIATE ANCHORAGE SECTION SHALL

DISTANCE MEASURED BETWEEN POINT OF REDIRECTION FOR BOX BEAM

WILL BE PAID FOR UNDER THE GUIDE RAIL TRANSITIONS.

ALL WORK AND MATERIALS WITHIN THE PAY LIMITS FOR TRANSITIONS

(ACTING)



u

3’-0"

38’-0" (NO POSTS)

(TYP.)

6’-0"

PAY LIMIT FOR TRANSITION (SEE NOTE 1)

u29’-0" (SEE NOTES 1 AND 5)

CONCRETE ANCHOR

8’-

8"

ELEVATION A-A

2 U-BOLTS (SEE SECTION D-D)BOX BEAM CONTINUES AS PER DESIGN 6" X 6" BOX BEAM

GROUND LINE

WILL NOT DRAG AGAINST POST

ADJUSTED SLIGHTLY SO THE CABLE

THESE TWO U-BOLTS MAY HAVE TO BE

DRAG AGAINST POST

SLIGHTLY SO THAT THE CABLE WILL NOT

THESE TWO U-BOLTS MAY HAVE TO BE ADJUSTED

16’-0"

"J" BOLTS REQUIRED EVERY CIRCLED POST

13 POST AT 4’-0" = 48’-0"

�"

8"

8"

12’-

0"

u24’-0"

4’-9"

3’-

9"

2’-

3"

12’

A A

(SEE DETAIL A AND SECTION D-D)

8 U - BOLTS 12’-0" CC SPACING (NOM) = 84’-0" 12’-0"

6’-3"

U-BOLTS (TYP.)

U-BOLTS (TYP.)

22-F

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TRANSITION: BOX - CABLE

606-19


STA

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C),

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tem

ber 0

1, 2

019

DETAIL "E"

DETAIL "D"

SECTION C-C


DETAIL "C"

PLAN

2'-

6"

2'-

8"

7"

1•

"

3"

2" 1ƒ" 1ƒ"

2•

"

4" HOLESd ‡"

DETAIL "A"

PLAN

DETAIL "B"

ELEVATION

NORMAL SPACING

6'-3" 6'-3" 12'-6"

SEE DETAIL "E"

SEE DETAIL "D"

12'-6"6'-3"

REQUIRED

NO CONNECTION TO RAIL

(5) INTERMEDIATE POSTS

4'-2" TYP.

1'

3' 3'

30'-0"

SEE DETAIL "A"

LINE

SHOULDER BREAK

3' 3'EE DETAIL "B"S

(4) SPACES AT 6'-0" = 24'-0"

BOX BEAM

1'-0"

MIN.

5'-

0"

1'-0"

MIN.

3' 3'

1'

BOX BEAM

70'-6" PAY LIMIT FOR RAIL TRANSITION - CORRUGATED TO BOX

OTHER FIXED OBJECT)

TWO-WAY TRAFFIC OR ONE-WAY TRAFFIC APPROACHING HAZARD, STRUCTURE, OR

(CORRUGATED BEAM TYPE GUIDE RAILING TO BOX BEAM GUIDE RAIL TRANSITION, FOR

LINE

SHOULDER BREAK

30'-0"

45'-6" PAY LIMIT FOR RAIL TRANSITIONS - BOX TO CORRUGATED

FOR ONE WAY TRAFFIC LEAVING HAZARD, STRUCTURE OR OTHER OBJECT)

(BOX BEAM GUIDE RAIL TO CORRUGATED BEAM TYPE GUIDE RAILING TRANSITION

SEE DETAIL "D"

6'-3"

SEE DETAIL "E" CONNECTION REQUIRED

BACKUP PLATE AND

NORMAL SPACING

ONE WAY TRAFFIC

OR

TWO WAY TRAFFIC ONE WAY TRAFFIC

ONLY

ADJACENT TO STRUCTURE

WHEN TRANSITION IS USED

SEE BRIDGE APPROACH PLANS

NOTE:

(NESTED 1ST SPAN)

CORRUGATED BEAM GUIDE RAIL

12'- 6"

CONNECTION REQUIRED

BACKUP PLATE AND

"W" RAIL

NORMAL SPACINGS AT 6'-0"


(FULL HEIGHT POST)

4"

SEE DETAIL "C"

NESTED CORRUGATED BEAM

NUTS AND WASHERS

8" LONG WITH

BOLTSdƒ"

BOLTSdFOR ƒ"

(BOTH SIDES AND W-BEAMS)

HOLE IN BOXd ‡"

C

C

SEE DETAIL "C"CONNECTOR

CABLESd ƒ"

WITH NUT AND WASHER

THREADED RODd ƒ"

CORRUGATED BEAM GUIDE RAILING

CURRENT STANDARD SHEET FOR

"BEAM SPLICE HARDWARE" ON THE

†" SPLICE BOLTS. SEE DETAIL

A B

A B 12 GA.

2"

•"

8"

10•" 2'-6"

AND WASHERS

LONG WITH NUTS

BOLT 8"d ƒ"

12'-6"

3'3'

/S/ DANIEL D'ANGELO, P.E.

3•" 2'-4"

6"

12ƒ

"3‚

"

4"

6"

STANDARD SHEETS FOR CABLE GUIDE RAILING

LOCATION. ANCHOR ANGLE TO BE DETAILED IN CURRENT

SPRING COMPENSATORS ARE NOT REQUIRED AT THIS

"TRANSITION: BOX MEDIAN - WEAK POST AND HPBO (MOD.)".

SEE DETAILS IN CURRENT STANDARD SHEET

CABLE ANCHOR

7" X 4" X •"

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606-20

DESIGN


TRANSITION: BOX - W-BEAM (MOD.)



ERRATA 1 EFF. 05/01/16

EFF. LETTING BEGINNING: 01/08/09



12'-6"

PLAN

6"

6‚"

BOLTSd FOR ƒ"

(BOTH SIDES)

HOLE IN BOXd 1"

AS NECESSARY

CUT AND WELD

HOLE FOR BOLTd †"

NUTS AND WASHER

8" LONG WITH

BOLTd Œ"

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SINGLE CORRUGATED-BEAM

DETAIL "C"

FOR UNDER THE RAIL TRANSITION ITEMS.

ALL WORK WITHIN PAY LIMITS FOR RAIL TRANSITION WILL BE PAID

NOTES:

DETAIL "B"

ELEVATION

B

BA

A

12 GA.

3•" 2'-6"

AND WASHERS

LONG WITH NUTS

BOLT 8"d ƒ"

SECTION C-C

DETAIL "A"

PLAN

ONE WAY TRAFFIC

OR

TWO WAY TRAFFIC

ONE WAY TRAFFIC

3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 6'-0"

NORMAL SPACING 6'-3"



*SEE BRIDGE APPROACH PLANS

PLAN

C

C

WITH NUT AND WASHER

THREADED RODd ƒ"

NUTS AND WASHERS

8" LONG WITH

BOLTSd ƒ"

CABLESd ƒ"

CONNECTOR

(SEE DETAIL "C")

12" TYP.

10•"

PAY LIMIT FOR RAIL TRANSITIONS

1'


2'-3"

RAIL REQUIRED)

(NO CONNECTION TO GUIDE

THREE INTERMEDIATE POSTS

2"

•"

8•"

SEE DETAIL "A"


(BOTH SIDES)

HOLE IN BOXd ‡"

12 GA.

GROUND LINE

27"

31"

2•

"

4"

2" 1ƒ" 1ƒ"

3"

7"

1•

"

7" X 4" X •"

HOLESd ‡"

4"

SEE DETAIL "C"BOX BEAM

GUIDE RAIL

BOX BEAM

FIRST HEAVY POST

BOX BEAM TO HPBO (MOD.) TRANSITION

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STATE OF NEW YORK





TRANSITION: BOX - HPBO (MOD.)

606-21


30'-0"

2'-

0"

SEE DETAIL "B"

HPBO (MOD.) CORRUGATED-BEAM GUIDE RAIL

TWO CORRUGATED-BEAMS NESTED

CORRUGATED-BEAM

OVER ONE 12'-6" LENGTH OF CORRUGATED-BEAM.

THE CHANGE TO 31" HPBO (MOD.) IS ACCOMPLISHED

BOLTSd FOR ƒ"

(BOTH SIDES AND CORRUGATED-BEAMS)

HOLES IN BOXd (3)- ‡"

WEAK POST CORRUGATED BEAM GUIDE RAILING




SPRING COMPENSATORS ARE NOT REQUIRED AT THIS LOCATION.

BOX MEDIAN - WEAK POST AND HPBO (MOD.) MEDIAN" FOR DETAILS)

(SEE DETAIL IN CURRENT STANDARD SHEET TITLED "TRANSITION:

ANCHOR AND CABLE INCLUDED IN RAIL TRANSITION PAYMENT

(ACTING)




PLAN

6"6‚"2'-6"

4"

AS NEEDED

CUT AND WELDNUTS AND WASHER

8" LONG WITH

BOLTd Œ"

HOLE FOR BOLTd †"

FOR ƒ" BOLT

(BOTH SIDES)

HOLEd ‡"

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8

1

STANDARD HIGHWAY POSTS


ELEVATION

(SEE NOTE 5)

(SEE NOTE 5)

PLAN

TRANSITION

CONCRETE BARRIER

BOX BEAMS (SEE NOTE 3)

END CONNECTIONS FOR

9"

3’-

6"

FINISHED GRADE

1’-4"

9"

3’-

6"

8"

FINISHED GRADE

1’-4"

6"

1’-

3"

2’-

3"

2’-

4"

1"

1" 1"

1"

10"

3’-

6"

9"

ITEM (TYP.)

SHALL BE INCLUDED IN THE TRANSITION

THE COST OF FURNISHING AND PLACING

STEEL PIPE (ASTM A53 1 NPS)

GALVANIZEDd P.V.C. PIPE OR 1"d 1"

IN THE TRANSITION ITEM (TYP.)

NUTS AND FLAT WASHERS SHALL BE INCLUDED

FURNISHING AND PLACING BOLTS WITH HEX

ALL COMPONENTS TO BE GALVANIZED. COST OF

ON INSIDE AND ONE SET ON OUTSIDE OF BARRIER).

WITH HEX NUTS AND FLAT WASHERS (ONE SET

�" GALVANIZED THREADED ROD (ASTM A449)

HEAVY POSTS

SHELF ANGLE (TYP.) RUB RAIL

BOX BEAM

6 X 6 X �

OR SHOULDER

TOP OF PAVEMENT

(SEE NOTE 3) (TYP.)

S3 X 5.7 POST (SEE NOTE 3)

TURN BACK SPLICE

2’-

3"

9"

7�"

(SEE NOTE 4)

SPLICE (TOP RAIL)c

BID FOR THE TRANSITION ITEM

SECTION IS INCLUDED IN THE PRICE

RAIL FOR THE LOWER TUBE FLARE

THE COST OF THE POSTS AND

5.

4.

3.

2.

1.

NOTES:

10’-8" 9’-4"

1’-4" 1’-8" 1’-0" 1’-0"

6’-8" 6’-8" 3’-4"

4’-0" 6’-0"

(SEE NOTE 4)

OF SPLICEc

(SEE NOTE 4)

OF SPLICEc

ON THIS POST ONLY

THE BOX BEAM AND THE BLOCKOUT

NO BOLT IS REQUIRED BETWEEN

BOX BEAM

6" X 6" X �"

2’ 0"

HEAVY POSTS

6 SPACES AT 2’-0" = 12’-0"

7�" (RUB RAIL)

3’-0"

1’-0"

8’-10

"

6 SPACES AT 3’-0" = 18’-0"

52’-0" PAY LIMIT FOR TRANSITION - BOX BEAM GUIDERAIL TO SINGLE SLOPE HALF SECTION CONCRETE BARRIERCONCRETE BARRIER

SLOPE HALF SECTION

PAY LIMIT FOR SINGLE

(SEE NOTE 2)

8"

10"

6"6"

STANDARD S3 X 5.7 HIGHWAY POSTS

AT THIS POST ONLY

NO �" BOLTS REQUIRED IN BOX BEAM

SHELF ANGLE MAY BE FIELD DRILLED

HOLE DRILLED IN THEd THE �"

B

BA

A

BOX BEAM

6" X 6" X �"

FINISHED GRADE

3’-4"

10’-0"

END OF BARRIER).

HALF SECTION CONCRETE BARRIER TRANSITION TO BOX BEAM GUIDE RAIL (ONE WAY - TRAILING

BY ELIMINATING THE RUB RAIL, THIS DETAIL CAN BE USED UNDER THE PAY ITEM FOR SINGLE SLOPE

TO SINGLE SLOPE HALF SECTION CONCRETE BARRIER - ONE OR TWO WAY OPERATION.

THE DETAIL SHOWN IS FOR USE UNDER THE PAY ITEM FOR BOX BEAM GUIDE RAIL TRANSITION

SEE SPLICE DETAILS ON THE STANDARD SHEET TITLED "BOX BEAM GUIDE RAIL.

FOR DETAILS SEE STANDARD SHEET TITLED "TRANSITION BOX - SINGLE SLOPE - SHEET 2 OF 3".

SEE DETAILS ON STANDARD SHEET TITLED "TRANSITION BOX - SINGLE SLOPE - SHEET 3 OF 3".

THE CONCRETE TRANSITION PIECE SHALL BE BACKED UP WITH EARTH OR BACKUP POSTS.

SHOULDER ITEM. PAYMENT SHALL BE MADE UNDER SEPARATE ITEMS.

MATERIAL AND THICKNESS OF EACH LIFT SHOULD MATCH THAT IN THE ADJOINING STABILIZED

THE VEGETATION CONTROL STRIP, WHEN SPECIFIED, SHOULD BE A MINIMUM OF 3" THICK. THE

(SEE NOTE 1)

CONTROL STRIP

ASPHALT / VEGETATION

BOX BEAM GUIDE RAIL

PAY LIMIT FOR


ERRATA 1 EFF. 01/09/2014

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STATE OF NEW YORK




APPROVED: NOVEMBER 4, 2013

(SHEET 1 OF 3)

TRANSITION: BOX - SINGLE SLOPE

606-22

EFFECTIVE DATE: 01/08/09 (ACTING)



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ELEVATION

TYPICAL RAIL TO POST CONNECTION

VIEW F-F

SECTION E-E

DETAIL "A"

ELEVATION - RUB RAIL TURNBACK

PLAN - RUB RAIL TURNBACK

ELEVATION - HEAVY POST

HEAVY POST - DETAIL

CUT DETAIL - END CONNECTION

ELEVATION - END CONNECTION FOR BOX BEAM GUIDE RAIL

PLAN - END CONNECTION FOR BOX BEAM GUIDE RAIL


DESIGNDEPUTY CHIEF ENGINEER

ON ALL GUIDE RAIL POSTS)

THIS LINE FOR DRIVING (TYPICAL

SOIL PLATE MAY BE CUT ALONG

W6X9

2

2-10

2

FACES OF 6" X 6" X ‰" BOX BEAM

THIS AREA TO BE CUT FROM TOP AND BOTTOM

SEE DETAIL "A"

BOX BEAM

6" X 6" X ‰"

TY

P.

1‰

"

BOX BEAM

6" X 6" X ‰"

LOCK WASHER (TYP.)

BOLT, HEX NUT, FLAT WASHER, AND

ƒ"x8" LG. SQAURE NECK CARRIAGE

W6X9, 7'-0" LONG

POST WITH SOIL PLATE

BE FLUSH (TYP.)

TOPS OF TUBES TO

FINISHED GRADE

OF THE TRANSITION ITEM

INCLUDED IN THE COST

WITH SOIL PLATE TO BE

THE COST OF THE POST

NOTE:

SEAL WELD

G

E

E

G

G

G

90°

OF THE TUBE

OF THE FLARED BACK SECTION

OF THE GROUND AT THE END

9" MEASURED FROM THE TOP

THE TRANSITION ITEM.

IS INCLUDED IN THE PRICE BID FOR

FOR THE LOWER TUBE FLARE SECTION

THE COST OF THE POSTS AND RAIL

NOTE:

STEEL TUBE RAIL

6" X 6" X ‰"

RUB RAILM

B-U1Vb

G

AT THE END OF THE BOX BEAM

BY THE 9" MEASUREMENT

THIS ANGLE IS DETERMINED

n45

n90

n90

n90

n90

SPLICE (TOP RAIL)c

SPLICE (RUB RAIL)c

"BOX BEAM GUIDE RAIL"

STANDARD SHEET

SEE CURRENT HIGHWAY

FOR ADDITIONAL DETAILS

NOTE:

…" BOLT

S3X5.7

OF POSTc

HOLESc

‚

‚

‚

1'-0"1'-0"1'-8"1'-4"6"

3'-0"

7'-11•"

BOX BEAM

6" X 6" X ‰"

6"

6"

4•"

3"

3"

6"

6"

SOIL PLATE

8" X 24" X ‚"

6" LONG

8" X 6" X ‚" TUBE

BLOCKOUT

7'-

0"

6"

6"

6"

1‰

"

2"

2"

1‰

"

6" LONG (TYP.)

8" X 6" X ‚" BLOCKOUT TUBE

2'-

3"

9" 8"

SOIL PLATE

8" X 24" X ‚" THICK

…"

7•" RUB RAIL

3'-0"

n26

1'-0"

8'-10

"

7•"

BACK FACE OF TUBE

HOLEd 1"c

FRONT FACE OF TUBE

HOLEd 2"c

(TOP & BOTTOM OF TUBE)

HOLE FOR ƒ" BOLTd‡"

OF BLOCKOUT

IN POST AND REAR

HOLESd †"c

HOLEd†"

3•

"

1Œ

"

4•"

AND HEX NUT

(1) FLAT WASHER

STD. HEX BOLT WITH

X 1•" LONGd•"

6"

6"

5"

3"

4•" LONG

L5" X 3•" X …"

SHELF ANGLE

ˆ"„"

BOX BEAM

‰" THK

3†

"3†

"

3†

"

6"

6"

d1"

d†"

F

F

3'-0"

(SEE DETAIL "A")

WELD TO WALLS

BEND FACE IN AND

2'-

0"

2'-

10"

(1 NEAR SIDE, 1 FAR SIDE) TYP.

WITH HEX NUTS AND FLAT WASHERS

(ASTM DESIGNATION A-307 GRADE A)

(2)- •" X 1•" LONG STD. HEX BOLT

TYPICAL BLOCKOUT DETAIL

POST HOLE DETAIL

d †"

1‰"

1‰

"

3†

"3†

"

1‰"

1‰"

1‰"

3•"

1‰"

1‰"

12"

ERRATA 1 EFF. 09/04/2014


16-J

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(SHEET 2 OF 3)


606-22


AT THIS POST ONLY

NO …" BOLTS REQUIRED IN BOX BEAMS

POST MAY BE FIELD DRILLED

HOLE DRILLED IN THE dTHE †"

ERRATA 2 EFF. 05/01/2018


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019

PIECE

CONCRETE TRANSITION

JOINT

EXPANSION

B

H

A

C

D BK

KB

B

D

C

FILLER

JOINT

c

81

4SM5

4SM5

5SM1

5SM2

4SM2H 4SM6H4SM5

5SM2

4SM6H5SM1

5SM1

4SM5

4

21

GRADE

FINISHED

4SM1H

5SM2

GRADE

FINISHED

5SM1

4SM5

5SM2

4SM3H

GRADE

FINISHED

FRONT SIDE ISOMETRIC


(PLAN) TOP

(PLAN) BOTTOM

ELEVATION CONTINUITY CONNECTION FOR HALF SECTION SINGLE SLOPE BARRIER

DETAIL OF 6SM4 BAR

4SM3H AND 4SM6H

4SM1H AND 4SM2H

5SM2

BACK SIDE ISOMETRIC

5SM1


BAR LIST

HH

1’-

4"

MIN.

D

A

3"

6"

3"R

1�

"

3"

4"

4"

9’-4"

2’-9"2’-9"

10’-0"10’-0"

3"4SM2H

3"

1’-4"3"

3’-

6"

6"

4"8"

9"

2’-

4"

6"

6"

4"

10"

1’-4"

10"

10’-0"

10’-0"

8"

10"

1’-4"

20’-0

"

4’-

0"

3’-

0"

3’-4"3’-4" 3’-4"

1"

1"

A

A

B

B

5" 5"

9"

STIRRUP

STIRRUP

STIRRUP

STRAIGHT

STIRRUP

STRINGER

STRINGER

STIRRUP

LOCATION

AT CONCRETE BARRIER END

OF THE BARRIER UNIT

AT 2’-9" FROM THE MIDPOINT

AT BOX BEAM END

OF THE BARRIER UNIT


LONGITUDINAL 2 IN TOP

LONGITUDINAL 1 IN BOTTOM

USE

6"

6"

3’-6�" 1�" 1’-4"

10’-6" 1’-2" 9’-2"

9’-2" 9’-2" 1’-4"

1’-4"

6"

KHD

4"

1�"

1�"

1�"

CB

3’-10"

3’-10"

2’-8" TO 2’-10"6"

10"

A

5’-4"

19’-9"

19’-9"

5’-4�"

2’-6"

4’-6" TO 4’-8"

5’-7�"

5’-6"

LENGTHMARK SIZE NO.

4SM5

5SM1

5SM2

6SM4

4SM1H 4 4

4SM2H 4 1

4SM3H 4 4

4

4SM6H 4 1

5 2

5 1

6 1

3’-�"

4SM1H AT 6"

4SM3H AT 6"

4SM3H AT 6"4SM1H AT 6"

PLATES

(2)- 10" X 10" X �"

FINISHED GRADEFINISHED GRADE

GRADE

FINISHED

BACK-UP POST

W6X9 OR W6X8.5

WITH BACK-UP POST

HALF SECTION TRANSITION BARRIER

SINGLE SLOPE CONCRETE

TYPICAL BACK-UP POST LAYOUT

(SEE NOTE 4)


TO LIE PARALLEL TO


(SEE NOTE 3)

3"

3" (TYP.)

2"

2"

CO

VE

R

2" COVER

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STATE OF NEW YORK





(SHEET 3 OF 3)


606-22


W/ NUTS & WASHERS

BUTTON HEAD BOLTS

�" X 14" LONG

6’-8"6’-8"6’-8"

(1’-9" LONG) SEE NOTE 6

C9 X 20 OR MC8 X 18.7

(1’-9" LONG) SEE NOTE 6

C9 X 20 OR MC8 X 18.7

2’-

6"

2’-

1"

FLUSH WITH BARRIER FACE

p10" X 10" X �"

THROUGH BOLTS

FORMED HOLES FOR

(ACTING)


6SM4 2’-6"

6SM46SM4

6SM4

6SM4

6SM4

6

6.

5.

4.

3.

2.

1.

NOTES:

BARRIER" FOR DETAILS.

SEE STANDARD SHEET TITLED "SINGLE-SLOPE CONCRETE HALF-SECTION


BACK-UP POSTS FOR ITS ENTIRE LENGTH AS SHOWN ON THE BACK-UP POST LAYOUT.

PRECAST AND CAST-IN-PLACE SINGLE SLOPE CONCRETE HALF SECTION BARRIER SHALL BE BACKED UP WITH

HALF SECTION BARRIERS.

CONTINUITY CONNECTIONS SHALL BE USED AT ALL JOINTS IN PRECAST AND CAST-IN-PLACE SINGLE SLOPE CONCRETE

THE BEND MAY BE ELIMINATED PROVIDED 2" COVER IS MAINTAINED.

SURFACE SHOULD BE SMOOTH.

"2

21

2 AT CONCRETE BARRIER END

4 AT BOX BEAM END

5"

AT EXPANSION JOINT END

PIPE.

LOCATE 4SM5, 4SM1H AND 4SM3H BARS TO AVOID THE 1" DIAM. PVC OR GALVANIZED STEEL

ALL BARS ARE TO BE EPOXY COATED.

NOTE:


STA

ND

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(US

C),

Sep

tem

ber 0

1, 2

019

CABLE CONNECTORS

ANCHOR ANGLE

PAY LIMITS FOR TRANSITION

ELEVATION

(3) ƒ" CABLES

SIDE APPROACHING BOX BEAM

SPAN OF TRANSITION TRAFFIC

NESTED CORRUGATED TERMINAL RAIL

FASTENED TO RAIL

INTERMEDIATE POSTS NOT

B

B A

A

THREADED RODdƒ" THREADED RODdƒ"

MEDIAN BARRIER TRANSITION ITEM.

TRANSITION WILL BE PAID FOR UNDER THE

ALL WORK WITHIN THE PAY LIMITS FOR

STANDARD SHEETS FOR MEDIAN BARRIERS

NOTE: FOR POST DETAILS, SEE THE CURRENT

4'-2"4'-2"4'-2"4'-2"6'-3"6'-3"12'-6" MAX.

BARRIER

BOX BEAM MEDIAN

6" X 8"

3'-0" 6'-0"

2'-

6"

3'-0"6'-0" 1'-6" 1'-6"

9'-3"

BARRIER

BOX BEAM MEDIAN

6" X 8"

3'-0" 6'-0"

2'-

6"

3'-0"6'-0" 1'-6" 1'-6"

NOTE:

…" HOLE FOR Š" BOLT

c

BLOCK OUT

FLAT WASHER

NUT

WEAK POST

S3 X 5.7 POST

HOLES d…"

CORRUGATED RAIL

6ƒ

"

†" †"

†"

…"

A B C D E F G H I

RAIL BOTH SIDES

NESTED CORRUGATED TERMINAL

ELEVATION

2'-

7"

FIRST HEAVY POST

SPLICES

BEGIN OFFSET

(SEE DETAIL B SHEET 2)

6" X 8" BOX BEAM END

6" X 8" BOX BEAM END (SEE DETAIL B SHEET 2)

PLAN VIEW

PLAN VIEW

CORRUGATED BEAM MEDIAN BARRIER

BOX BEAM MEDIAN TO WEAK POST CORRUGATED-BEAM MEDIAN

SPECIAL TRANSITION WEAK POST BLOCKOUT ASSEMBLY DETAIL

SIDE DEPARTING BOX BEAM

BOX BEAM END TRAFFIC

BACKUP PLATE TO SHIELD9'-6"

BLOCKOUT 4" LONG

S3x5.7 AS

51'-0" +/-

PAY LIMIT FOR MEDIAN TRANSITION 50'-0" +/-

POSTS NOT FASTENED TO RAIL

TO MATCH EACH BLOCKOUT

WITH NUT AND WASHER SIZED

THREADED OVER 4" MIN.

dGUIDE RAIL POST BOLT Š"

BOX BEAM MEDIAN

BOX BEAM MEDIAN

TRAFFIC

SEE SHEET 2 FOR ANCHOR DETAIL

WEAK POST CORRUGATED-BEAM WITH BLOCKOUT (SEE DETAIL)

WEAK POST

WEAK POST

WEAK POST

WEAK POST

WEAK POST

WEAK POST

WEAK POST

HEAVY POST

HEAVY POST

I 3"

H 3•"

G 4"

F 5"

E 6"

D 7"

C 8•"

B 8"

A 10"

SIZE

POST BLOCKOUT POST

2'-

9"

(MOD.) HPBO MEDIAN

BOX BEAM MEDIAN TO (MOD.) HPBO MEDIAN

19-J

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606-2401_050814_e1.d

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STATE OF NEW YORK





SHEET 1 OF 2

AND HPBO (MOD.) MEDIAN

BOX MEDIAN - WEAK POST

TRANSITION:

606-24


1…"

SE

E

NO

TE

2ƒ"


*

* * * * * * * * *

*

4"

6ƒ

"

14"

(ACTING)



ERRATA 1 EFF. 05/01/2018


6 SPACES @ 3'-1•" 6'-3"

STA

ND

AR

D S

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ETS

(US

C),

Sep

tem

ber 0

1, 2

019

ERRATA 2 EFF. 09/01/2018


BOTH SIDES

6" X 8" BOX BEAM

BACKUP PLATE

DETAIL "C"

DETAIL "B"

SECTION B-B

DETAIL "A"

1'-‚

"

SECTION

TERMINAL

WASHER

ROUND

SECTION

NESTED TERMINAL

4'-3"

6„

"

BOLT

SPLICEd†"

SHALL BE SUBMITTED FOR APPROVAL

FABRICATING ANCHOR ANGLES

NOTE: ALTERNATE METHODS OF

‚" 2"

‚"

‚"

‚"

‚" 1•" ‚" 1•"

‚" 2"






Š" HOLE

2'-11•"

9"HOLES AT 3" C.C.d (10)- 1"

2"

ƒ" X 1„"

10"

HOLES AT 3" C.C.d (8)- 1"

6"

3"

X 9•" LONG BOLTdHOLE FOR •"d †"

(SEE DETAIL)p INTERNAL STIFFENER

FOR W-BEAM GUIDE RAIL

ON THE CURRENT STANDARD SHEET

NOTE: SEE TYPICAL TERMINAL RAIL DETAIL

5„" 4"

4" 4"

2"

•"

•"

•"

3" 3" 3"

1ƒ" 3" 3" 3"

2ƒ

"4ƒ

"1•

"

(4 REQUIRED)

p‚" STIFFINER

HOLES (TYP.)d 1"

pSTIFFENER

EXTERNAL

AFTER INSTALLING CABLE

BEND BOTH ENDS

BRASS RODd‚"

‚"

‚"

‚"

2†

"

2†

"

‚"

SECTION C-C

BRASS

‚"

‚"

CABLE

AFTER INSTALLING

BEND BOTH ENDS

RODd BRASS ‚"

2†"2†" 2†"

n45

2"

‚"C

C

(BOTH SIDES)

•"

5"

1‚"

2"

2" 2"HOLES AT 3" C.C.d (8)- 1"

p3•" X 8‚" X •" STEEL

Š"

‚" STEEL PLATE‚"

‚"

‚"

3•

"

8‚"

8•

"

2'-1"

ROD DETAIL

ANCHORdƒ"

3"

d4•"

4"

1'-

6"

DETAIL "F"

COVER PLATE

2'-6"

4"

10•"

3" (TYP.)

2'-4"

2"

3•"

2"8•"

•"6"

12 GAUGE X 9•" LONG BOLTd•"

HOLE FORd†"

LONG BOLT

X 9•"d•"

CUT AND WELD AS NEEDED

6" X 8" BOX BEAM

NESTED W-BEAM

ƒ" SPLICE HOLES

DETAIL "E"

2ƒ

"

#3 BARS

3'-0"

MEDIAN SURFACE

1"

2'-6"

1'-

6"

CONCRETE

CLASS "A"

(SEE DETAIL D)

ANCHOR ANGLE

ANCHOR ROD DETAIL)d (SEE ƒ"

WASHERS - RODS PROTRUDE 1•"

GALVANIZED NUTS AND

RODS WITHd(8)- ƒ"

SECTION A-ASEE DETAIL "C"

HARNESS

SPLICE BOLTd†"

(SEE DETAIL "B")

BOX BEAM END

12 GAUGE

(SEE DETAIL F)

pCOVER

10" LONG

BOLTSd(8)- ƒ"

(NESTED ON BOX BEAM APPROACH SIDE)

SEE DETAIL "A" TERMINAL RAIL

3'-

8"

ANGLE 9" X 4" X •"

WELDED OR BENTp OR (2)-•"

p1'-2‚" LENGTH OF •" BENT

2‚"

1„"

3"

1•"

ƒ"

1•"

DETAIL "D"

3" COVER

#3 BARS

CORRUGATED BEAM RAIL

p(3 OR 3•) X 8‚" X •" STEEL

3"

1'-2"

9ƒ"

1'-

1†

"3'

2'-6"

2'-

6"

3'

3‚"

‚"

‚"

22-

MA

Y-2018 09:4

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606-2402_050814_e2.d

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606-24

(SHEET 2 OF 2)

AND HPBO (MOD.) MEDIAN

BOX MEDIAN - WEAK POST

TRANSITION:

ISSUED UNDER EB 13-028APPROVED JULY 28, 2014


DEPUTY CHIEF ENGINEER DESIGNERRATA 1 EFF. 09/04/2014


STA

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C),

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tem

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1, 2

019

HEAVY POSTS

TRANSITION

CONCRETE BARRIER

TRAFFIC

TRAFFIC

UNIT (SEE NOTE 3)

TYPE I END ASSEMBLY

MEDIAN BARRIER

BOX BEAM

PAY LIMIT FOR

POST SPACING

STANDARD HIGHWAY

POST

STANDARD HIGHWAY

6 SPACES AT 2’-0" = 12’-0"MEDIAN BARRIER

CONCRETE

SINGLE SLOPE

PAY LIMIT FOR

4

1

4

1

MEDIAN BARRIER

CONCRETE

SINGLE SLOPE

SHELF ANGLE (TYP.)

(SEE NOTE 1)

FINISHED GRADE

UNIT (SEE NOTE 3)

TYPE I END ASSEMBLY

BOX BEAMS (SEE NOTE 4)

END CONNECTIONS FOR

(SEE NOTE 4)

HEAVY POSTS

12

1

RUB RAIL

(SEE NOTE 1)

FINISHED GRADE

POST SPACING

STANDARD HIGHWAY

(PAVED SURFACE)

FINISHED GRADE

4

21

FINISHED GRADE

TYPICAL

SHELF ANGLE

AND THE BLOCKOUTS ON THIS POST ONLY

NO BOLT IS REQUIRED BETWEEN THE BOX BEAM

(SEE NOTE 4) (TYP.)

FOR BOX BEAM

END CONNECTIONS

BOX BEAMS (SEE NOTE 4) (TYP.)

END CONNECTIONS FOR

S3 X 5.7 TRANSITION POSTS (SEE NOTE 4)

SECTION B-BSECTION A-A

(DEPARTURE RAIL NOT SHOWN)

ELEVATION

(TYP.)

1" CHAMFERS

3’-

6"

2’-0"

9"

8"

(SEE NOTES 7 AND 8)

HEAVY HEX NUT WITH FLAT WASHER (TYP).

FULLY THREADED ANCHOR ROD ANDd�"6"

4’-

3"

1’-

9"

2’-0"

9"

1’-

9"

1’-0" (TYP.)

1"

A

A

A

A

10’-0" 10’-0"

6"

6�" 1’-4" 1’-8" 1’-0" 1’-0" 1’-0"

4’-6"

3’-0"

(APPROACH RAIL NOT SHOWN)

ELEVATION

PLAN

(SEE NOTE 4)

S3 X 5.7 ANCHOR POST

(SEE NOTE 4)

TURN BACK IN RUB RAIL

B

B

3’-

6"

9"

B

B

8" X 6" X �" BOX BEAM

2’-

6"

9"

(SEE NOTE 5)

OF SPLICE c

OF SPLICE (SEE NOTE 3)c

OF SPLICE (SEE NOTE 3)c

GUIDE RAILING (SEE NOTE 3)


6’-0"3 SPACES @ 6’-0" = 18’-0"

BOX BEAMS AT THIS POST

NO �" BOLTS REQUIRED IN

OF SPLICES (SEE NOTES 4 AND 5)c

1’-4"

BOX BEAM

6" X 6" X �"

(SEE NOTE 3)

OF SPLICEc

OF SPLICES (SEE NOTE 5)c

6"1’-4" 1’-8" 1’-0" 1’-0"

52’-0" PAY LIMIT FOR TRANSITION - BOX BEAM MEDIAN BARRIER TO SLOPE CONCRETE MEDIAN BARRIER

6"

6’-6�"

2’-0"

STRIP (SEE NOTE 9)

VEGETATION CONTROL

BOX BEAM 24’ LONG

6" X 6" X �" STEEL

S3 X 5.7 TRANSITION POSTS (SEE NOTE 4)

�" GAP NEEDED FOR FIT UP

�" GAP NEEDED FOR FIT UP

(TYP.)

(SEE NOTE 3)

S3 X 5.7 POST

3’-0"

2 SPACES AT 3’-0" = 6’-0" 4 SPACES AT 3’-0" = 12’-0"


(SEE NOTE 1)

(PAVED SURFACE)

FINISHED GRADE

NO

TE 1)

(SE

E

8’-0" LONG

6" X 6" X�" STEEL BOX BEAM

2’-

4" (T

O

CO

NC

RE

TE

RE

CE

SS)

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTES:

SEPARATE ITEMS.

MATCH THAT IN THE ADJOINING STABILIZED SHOULDER ITEM, PAYMENT SHALL BE MADE UNDER

IF THERE IS AN ADJOINING STABILIZED SHOULDER, THE MATERIAL AND THICKNESS SHOULD

THE VEGETATION CONTROL STRIP, WHEN SPECIFIED, SHOULD BE A MINIMUM OF 3" THICK.

OF 3" SHALL BE MAINTAINED.

MINIMUM EMBEDMENT OF ANCHOR RODS SHALL BE 1’ AND A MINIMUM EDGE DISTANCE

THE N.Y.S. STANDARD SPECIFICATIONS.

586 OFyFOR THE TRANSITION ITEM. SEE SPECIFICATIONS FOR DRILLING AND GROUTING IN

DRILLING & GROUTING OF THREADED ANCHOR RODS IS TO BE INCLUDED IN THE PRICE BID

BARRIER IN SECTION 606.

TRANSITION ZONE. SEE SPECIFICATIONS FOR GUIDE RAILING/BOX BEAM MEDIAN

FOR MATERIAL REQUIREMENTS AND CONSTRUCTION DETAILS FOR RAILING IN THE

SEE SPLICE DETAILS ON THE BOX BEAM GUIDE RAIL STANDARD SHEETS.

FOR DETAILS SEE SHEET 2 OF 3.

(INCLUDING SPLICES) CAN BE FOUND ON THE BOX BEAM GUIDE RAIL STANDARD SHEET.

DETAILS AND NOTES FOR THE BOX BEAM GUIDE RAIL AND TYPE I END ASSEMBLY UNIT

INCLUDED IN THE PRICE BID FOR THE TRANSITION ITEM.

ALL POSTS, RAIL AND HARDWARE INCLUDED ON THE DEPARTURE SIDE ARE TO BE

BARRIER TO THE OTHER.

THE FINISHED GRADE CAN DIFFER BY UP TO 10" FROM ONE SIDE OF THE CONCRETE

IN THE TRANSITION AREA GRADES MUST MATCH FROM SIDE TO SIDE. ELSEWHERE

THE DIMENSIONS SHOWN ARE FROM TOP OF FINISHED GRADE TO BOTTOM OF RAIL.

ERRATA 1 EFF. 01/09/2014

ISSUED WITH EB 13-042 /S/ RICHARD W. LEE, P.E.

(ACTING)

DESIGNDEPUTY CHIEF ENGINEER,

14-

NO

V-2013 09:0

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STATE OF NEW YORK





(SHEET 1 OF 3)

BOX MEDIAN - SINGLE SLOPE MEDIAN

TRANSITION:

606-25



STA

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019

TRAFFIC

6" X 6" X �"

BOX BEAM

8" X 6" X �"

BOX BEAM

SPLICE PLATE

(SEE DETAIL "A")

1’-1�"

2’-3"

3�"

7�"

5�"

2�"

1’-1�" 1’-1�"

2’-3"

3�"

7�"

5�"

2�"

TRAFFIC

R=1"

B-UIVb

1

SEE DETAIL "C"

TURN BACK IN

RUB RAIL

TACK WELD

BOX BEAM

6" X 6"

BOX BEAM

�" X 6" X 2’

STEEL SOIL PLATE NOT

REQUIRED IN ROCK

�"

c HOLES

B-UIVbM

45 n

G

45 n

�"

�" 1’-10"

3’

3"

SEE DETAIL "B"

6" X 6" X �" TUBE

PROTRUSION CAUSED BY WELDING OR GALVANIZING

ARE NOT PERMITTED ON THE INSIDE WALLS OF THE

SPLICE AREA.

3"

3"

5’-0"3’-0"

8’-0"

6"

6"

6"

4�"

2"

2’-9"

6"

2’-0"

4"

�" 2"

CC

S3 X 5.7 ANCHOR POSTS

SEE DETAIL ON THIS SHEET

SKETCH "D" BOX BEAM

END COVER PLATE

PLANANCHOR POST DETAIL

DETAIL "C"

WELD DETAIL FOR

RUB RAIL

SECTION C-C

DETAIL "B"

(APPROACH SIDE ONLY)

ELEVATION

END CONNECTION FOR BOX BEAM GUIDE RAILNOTE "A"

THE END CONNECTION ON THE DEPARTURE SIDE OF TRAFFIC WILL BE SIMILAR BUT WILL

NOT HAVE THE CUT DETAIL (I.E. IT WILL MAINTAIN ITS SQUARE SHAPE THROUGHOUT.

PLAN

END CONNECTION FOR BOX BEAM GUIDE RAIL

ELEVATION TRANSITION SPLICE

PLAN



�" HEX NUTS WELDED TO PLATE

SECTION B-B


TAPPED BOLT HOLES

ELEVATION - RUB RAIL TURNBACK

PLAN - RUB RAIL TURNBACK

DETAIL "A" ALTERNATE SPLICE PLATE SHOWING

TAPPED BOLT HOLES

NOTE: THE BOTTOM PLATE IS SHOWN. THE TOP PLATE IS

SIMILAR WITH THE NUTS WELDED ON THE REVERSE SIDE.

DETAIL "A" ALTERNATE SPLICE PLATE SHOWING

�" HEX NUTS WELDED TO PLATE

�"

TS-6" X 6" X �"

STEEL BOX BEAM

6"

5�"

�"

5�" X 5�" X �"

STEEL PLATE

WELD OR DRIVE FIT

S3 X 5.7 POST

6" 1’-0" 1’-0" 2’-6"

THIS AREA TO BE CUT FROM

TOP AND BOTTOM FACES OF


6"

C

�"d BOLT

9�" LONG

WITH WASHER

NUT WITH WASHER

�" 2"

�"d HOLE

1

B-UIVb

4

c 1"d

HOLE BACK FACE

OF TUBE (TYP.)

c 2" d HOLE FRONT

FACE OF TUBE (TYP.)

FOR SPLICE �"d

HOLE FOR �"d BOLT

(TOP AND BOTTOM OF TUBE)

8" X 6" X �"

BOX BEAM

ALL HOLES �"d

TACK WELD

�" HEX NUTS

2�" 3" 3" 3" 1�" 3" 3" 4�" 3"

NOTE: WELD OR GALVANIZING

PROTRUSIONS NOT PERMITTED

ON TOP OR BOTTOM INSIDE

WALLS IN SPLICE AREA.

2’-9"

GROUND LINE

�" PLATE (TWO PLATES

REQUIRED EACH SPLICE)

ONLY THESE HOLES

ARE TO BE TAPPED

FOR �"d BOLTS

1�"

1’-1�"

12

S3 X 5.7

ANCHOR POSTS

NOTE:

RUB RAIL NOT SHOWN

B

B

GROUND LINE

2�" 6" 4�" 4�" 3"

3�"

1�" 4�"

6"

S3 X 5.7 TRANSTION POST

6" X 6" X �"

BOX BEAM

SPLICE PLATE

(SEE DETAIL "A")

8" X 6" X �"

BOX BEAM

1"d HOLES

BOX BEAM TOP AND

BOTTOM (TYP.)

3"3"3"2�" 3" 4�" 3"3"

9"

R=1"

�"d DRAIN HOLE

1’-4" 1’-8"

SEAL WELD

90 n

GC

90 n

G

90 n

G

90 n

2"

1"

�"

�"

�" TUBE

(8)- �"d BOLTS 2" LONG

WITH WASHERS (TYP.)

A

A

6" X 6" X �"

BOX BEAM

CUT DETAIL - END CONNECTION

(APPROACH SIDE ONLY)4

"

END COVER PLATE

WELD OR DRIVE FIT

(SEE SKETCH "D")

12

1

12"

�"d HOLE ON BOTH

SIDES OF BOX BEAM.

�"d HOLE ON BOTH POSTS

6"

12"

2"

2"

GROUND LINE

2" B

UR

IED

SOIL PLATES


(DESIGN)


07

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STATE OF NEW YORK





TRANSITION:


(SHEET 2 OF 3)

606-25


STA

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(US

C),

Sep

tem

ber 0

1, 2

019

-

-

- -

- -

- -

- -

- -

5’-6"

4SM1

4SM2

4SM3

4SM4

4SM5

5SM1

5SM2

5SM3

5SM4

5

5

NOTE: BARS ARE TO BE EPOXY COATED

8

8

1

1

2

1

2

VARIES

2’-6"

8’-11"

9’-4"

19’-9"

19’-8"

8’-9"

STRAIGHT

STIRRUP

STRINGER

STRINGER

-

10"

-

-

1’-2"

1’-8"

-

2’-2"

3’-10"

3’-10"

1’-10"

-

-

1�"

1�"

-

-

4�" TO 6�"

-

-

1’-3"

-

-

16’-4"

-

-

-

-

8"

6"

-

1’-6"

-

4 AT EACH END OF BARRIER

AT BOX BEAM END


OF THE BARRIER UNIT


OF THE BARRIER UNIT



LONGITUDINAL 2 IN TOP11" 3’-8"

STRAIGHT

A

B

D

C A

BC

H

K B

H

BKD

FINISHED GRADE

8"

CONTROL LIN

E

3"

8"

2" M

IN.

CO

VE

R

4"

6"

6"

4

21

2" MIN.COVER

5SM1

4SM2

4SM1

5SM3

5SM2


TO LIE PARALLEL TO


3"

4"**

6"*

*

6"*

*

VA

RIE

S*

12" M

IN.

5SM4

4SM2

5SM2

5SM3

NOTE:

* AT THE BARRIER END, THE TOP WILL BE

LOCATED 1" ABOVE THE TOP OF THE

RAIL TUBE ON THE APPROACH SIDE

** BARS CAN BE ADJUSTED VERTICALLY

TO AVOID BEING HIT BY THE DRILLED

HOLES FOR ANCHOR BOLTS

2"4SM1 AT 6"

2"4SM3 AT 6"

4SM4 4SM5 5SM4

5SM1

5SM2 5SM3

2"

3"

12

" M

IN.

(TY

P.)4

1

4SM2

4SM1 AT 6"

5SM2

4SM44SM5

4SM2

4SM3 AT 6"

4SM3 AT 6"

NOTES:

1. SURFACE SHALL BE SMOOTH.

2. MATERIALS SHALL CONFORM TO y606-2.14.

TRANSITIONS CONSTRUCTED OF, OR WITH

CONCRETE.

3. CONSTRUCTION SHALL CONFORM TO

y606-3.19. TRANSITIONS CONSTRUCTED OF,

OR WITH CONCRETE.

�" X 8" LONG SQUARE NECK

CARRIAGE BOLT, HEX NUT,

FLAT WASHER, AND LOCK

WASHER (TYP.)

TOP OF TUBES TO

BE FLUSH (TYP.)

POST WITH SOIL PLATE

W6X9, 7’-0" LONG

NOTE:

THE COST OF THE POST WITH

SOIL PLATE TO BE INCLUDED

IN THE COST OF THE

TRANSITION ITEM

2"

2"

�"

�"

1�"

REF.

W6X9

2

2-10

2

2

2-10

2

S3X5.7

1�"

(TY

P.)

2" M

IN.

CO

VE

R2" MIN.

COVER

4. UNLESS INDICATED OTHERWISE, EXCAVATION

SHALL BE PERFORMED IN ACCORDANCE WITH

y206-3.01* GRANULAR BACKFILL SHALL CONFORM

WITH y304 AND SHOULD MATCH THE SUBBASE

COURSE TYPE USED ON THE ADJACENT ROADWAY.

5. THE BEND MAY BE ELIMINATED PROVIDED 2" MIN.

COVER IS MAINTAINED.

ELEVATION

PLAN (BOTTOM)

PLAN (TOP)

5SM25SM1 AND 5SM44SM3 AND 4SM54SM1 AND 4SM4

BAR LIST

STIRRUP

MARK SIZE

4

NO.

4

LENGTH USE A

10" 3’-10"

B C

1�"

D H K LOCATION



1�"STIRRUP

4

4

4 STIRRUP

STRINGER

4

5

5 1

2’-0"

3’-

6"

9"

2’-0"

6" 1’6"

10’-0"

10’-0"1’-6

"

3’-4"

10’-0"

10’-0"

2’-

6"

8" X 6" X �" BLOCKOUT

TUBE 6" LONG (TYP.)


DEPARTURE SIDE

ISOMETRIC

A

A

B

3’-5�"

6’-6�"

B

APPROACH SIDE

ISOMETRIC

HEAVY POST ELEVATION HEAVY POST DETAIL * TRANSITION POST DETAIL

8" X 24" X �"

THICK SOIL PLATE

8" X 24" X �" THICK

SOIL PLATE

7’-0"

�"d

HOLES (TYP.)

BLOCKOUT

8" X 6" X �"

TUBE 6" LONG

c �"d HOLES

IN POST & REAR

OF BLOCKOUT

3’-

2"

2’-8"

7’-0"

8" X 32" X �"

THICK SOIL PLATE

SOIL PLATE MAY BE CUT ALONG

THIS LINE FOR DRIVING (TYPICAL

ON ALL GUIDE RAIL POSTS)

2’-1"

2’-3"

10’-0" 10’-0"

2’-9" 2’-9"

6"X6"X�"

BOX BEAM

4SM3

13’-2" 9’-10" 3’- 3�"

�"

�"

�"

�"

�"

�"

FINISHED GRADE

2’-7"

2’-4

"

2’-0"2’-

0"

3’-

2"

2’-0"

6"

6"

1�"

3�"

1�"

3�"

3�"

9"

9"

8"

8"

1’-3"

1�"

1�"

4’-11�"

3’-10"


(DESIGN)


(2)- �"d X 1�" LONG STD. HEX BOLT

(ASTM DESIGNATION A-307 GRADE A)

WITH HEX NUTS AND FLAT WASHERS

(1 NEAR SIDE, 1 FAR SIDE) (TYP.)

* FOR CONNECTION OF RAIL TO POST

SEE THE BOX BEAM GUIDE RAIL

STANDARD SHEET

07

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7

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06-2503.d

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STATE OF NEW YORK





TRANSITION:


(SHEET 3 OF 3)

606-25


STA

ND

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(US

C),

Sep

tem

ber 0

1, 2

019

MOUNTING HEIGHT CHANGES

LEGEND:

TRAFFIC

TRAFFIC

OUT CORRUGATED BEAM GUIDE RAILCORRUGATED BEAM GUIDE RAIL

25'-0"

POST SPACING 12'-6"

CORRUGATED RAIL

BLOCKED HEAVY POST

(WEAK POST)

2'-6".

WEAK POST (S3 X 5.7)

6'-3"


CORRUGATED BEAM GUIDE RAILING TO HEAVY POST BLOCKED-OUT

GUIDE RAIL TRANSITION

SECTION D-DSECTION C-CSECTION B-BSECTION A-A

D

DC

C

A

A

B

B

2'-

8"

(9) SPACES AT 3'-1•"

(4) SPACES AT 6'-3"

(9) SPACES AT 3'-1•" (5) SPACES AT 6'-3"


2'-

8"

†"

†"

1"

•"

6'-

0"

5'-

5"

5'-

5"

3"

1"

6'-

0"

W6 X 9 POST

W6 X 8.5 OR

S3 X 5.7

•"

* *

2'-

8"

*

FLAT WASHER

NUT†"

6ƒ

"

HOLESd …"

c

…"

SPECIAL TRANSITION BLOCK-OUT

•" HOLE FOR …" BOLT

6ƒ

"

2ƒ"

WEAK POST

S3 X 5.7 POST

ASSEMBLY DETAILSPECIAL TRANSITION

SE

E

NO

TE*

*NOTE:

2'-

7"

2'-

7"

POST SPACING

LAST WEAK POST

POST ASSEMBLY DETAIL

SEE SPECIAL TRANSITION

POST APOST BPOST C

RAIL

NOT CONNECTED TO

INTERMEDIATE POSTS

RAIL SPLICE

POST SPACING 12'-6"

LAST WEAK POST

POST SPACING 6'-3"

TRANSITION CORRUGATED BEAM GUIDE RAIL TO HEAVY POST BLOCKED

S3 X 5.72'-

7"

FIRST HEAVY POST

HEAVY POST

FIRST

2'-

7"

4"*

SEE NOTE

POST C = 10" BLOCKOUT

POST B = 7" BLOCKOUT

POST A = 4" BLOCKOUT

W6 X 9 POST

W6 X 8.5 OR

* SEE NOTE BELOW

WITH NUT AND WASHER.


GUIDE RAIL POST BOLT …" DIA.

HPBO (MOD.)

RAIL FOR DETAILS

(MOD.) CORRUGATED BEAM GUIDE

SEE STANDARD SHEETS FOR HPBO

CORRUGATED-BEAM GUIDE RAIL FOR DETAILS

SEE STANDARD SHEET FOR WEAK POST

BEAM MEDIAN BARRIER

WEAK POST CORRUGATED

RAIL SPLICE

TRANSITION WEAK POST CORRUGATED-BEAM MEDIAN BARRIER TO HPBO (MOD.) CORRUGATED BEAM MEDIAN BARRIERBEAM MEDIAN BARRIER

HPBO (MOD.) CORRUGATED

14"

WEAK POST BLOCKOUT

SYNTHETIC OR TIMBER

BLOCKOUT - PLASTIC

POST BLOCKED-OUT CORRUGATED BEAM MEDIAN BARRIER

WEAK POST CORRUGATED-BEAM MEDIAN BARRIER TO HEAVY

MEDIAN BARRIER TRANSITION

WEAK POST CORRUGATED-BEAM GUIDE RAIL

SYSTEM WAS

STANDARD WEAK POST CORRUGATED BEAM

SHOWN. RAIL HEIGHT FOR THE PREVIOUS

POST CORRUGATED-BEAM SYSTEM IS

RAIL HEIGHT FOR THE CURRENT WEAK

•" HOLE FOR …" BOLT

†"

24-

MA

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ERRATA 1 EFF. 09/01/2018

APPROVED SEPTEMBER 23, 2013 ISSUED UNDER EB 13-028

�5•

606-27

GUIDE RAIL AND MEDIAN BARRIRD

WEAK POST - HPBO (MOD.)

TRANSITION:


(ACTING)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

TYPICAL SPLICE LAYOUT

NESTED THRIE BEAMS

TERMINAL SECTION

DETAIL "B"

STEEL TUBE BLOCKOUT

UNDER POST BOLT HEADS

POST AND BEAMS. NO WASHERS

BUTTON HEAD BOLTS THROUGH

TWO �" X 2" LONG


TWO �" HEX HEAD BOLTS

W6 X 8.5 POST

W6 X 9 OR

NESTED THRIE BEAM

CONTINUOUS

(ASTM F844) WASHERS

�" NUT AND

A

A

W6X9 POST (6’ LONG) WITH STEEL TUBE BLOCKOUTS

W6 X 9 POST

W6 X 8.5 OR

2’-

7"

6’-

0"

2’-0"

2 MIN.

1

PLAN

POST ELEVATION

SECTION A-A

20’-0" CONCRETE TRANSITION UNIT

9"

2’-

8"

4�"

10"

1’-8"

2’-4"

2’-

7"

1’-

8"

1"

2’-

4�

"

EXPLODED VIEW

OR SHOULDER

TOP OF PAVEMENT

2’-

7"

1’-4" FOR TRANSITION TO SINGLE SLOPE BARRIER

(SEE NOTE 1)


pBEARING

1’ X �" X 1’-6"

(SEE END VIEW DETAIL)

ANCHOR BOLTS

CONNECTOR (SEE NOTE 3)

THRIE BEAM TERMINAL

(TRANSITION TO CONCRETE BARRIER)

END VIEW

TRANSITION TO CONCRETE BARRIER

HPBO CORRUGATED BEAM GUIDE RAILING

ELEVATION

11�"

TOP OF PAVEMENT OR SHOULDER

pGALVANIZED BEARING

1’ X �" X 1’-6"

TRAFFIC

SHEETS FOR DETAILS

SEE HPBO STANDARD

(SEE NOTE 3)

(SEE NOTE 3)

SEE NOTE 3

STEEL TUBE BLOCKOUT

PAY LIMIT FOR HPBO GUIDE RAILING


TRANSITION SECTION

W-BEAM TO THRIE BEAMNOT ATTACHED TO RAIL

POST AND BLOCKOUT

SEE NOTE 3

(SEE NOTE 2)

SEE DETAIL "B"

FIVE - SPACES AT 1’-6�" = 7’-9�" THREE - SPACES AT 3’-1�" = 9’-4�"

BEAM GUIDE RAILING

OF HPBO (MOD.) CORRUGATEDc

WITH HEX NUTS AND FLAT WASHERS.

ANCHOR BOLTS MIN. 12" LONGd (5)- �"

4"

4"

4"

4"

TWO - SECTIONS OF THRIE BEAM NESTED INSIDE THE OTHER

THIS POST INCLUDED IN TRANSITION.

38’-1�" PAY LIMIT FOR TRANSITION

�"

REINFORCEMENT MAY BE ADJUSTED TO ACCOMMODATE PIPE.

)dP.V.C. OR GALV. STEEL PIPE (ASTM A53, 1 NPS d 1"

FOR ADDITIONAL DETAILS, SEE SHEET 2 OF 3..

THRIE BEAM TRANSITIONS TO SINGLE SLOPE BARRIER. SEE SHEET 3 OF 3 FOR DETAILS.

ITEM. PAYMENT SHALL BE MADE UNDER SEPARATE ITEMS.

MATERIAL AND THICKNESS OF EACH LIFT SHOULD MATCH THAT IN THE ADJOINING SHOULDER


3.

2.

1.

NOTES:

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(SHEET 1 OF 3)

HPBO (MOD.) - SINGLE SLOPE HALF SECTION

TRANSITION:

606-28



(ACTING)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

HOLESd 1"

2�

"

(USE 12 - �" TO SPLICE TO THRIE BEAM.

�" X 1�" SPLICE BOLT SLOTS (TYP.)

1’-

8"

2’-6"

6"

8"

6"

2�

"7�

"

8" 8�" 4�" 4�" 3"

7�

"

BOLT SLOT (TYP.)

�" X 2�" POST

(10 GAUGE STEEL)

THRIE BEAM TERMINAL CONNECTOR

n

(TYP.)

�" STEEL WASHER

W6 X 8.5 POST

W6 X 9 OR

POST DETAIL

HEX NUT (TYP.)

RECESSd�"

BOLT (TYP.)

HEXd�"

THRIE BEAM ASSEMBLY

FRONT VIEWSIDE VIEW

REAR VIEW

3�

"

TRANSITION

END VIEW OF

TRANSITION SECTION

TRANSITION

END VIEW OFTYPICAL THRIE BEAM SECTION

BEAM GUIDE RAILING

OF HPBO CORRUGATEDc

cABOUT

SYMMETRICAL

c

2"

4�"

4�"

6’-3" 6’-3"

2"

4�"

4�"

13’-6�"

1�"

10

�"

3�

"

1’

8"

2�

"

4�"

3’-1�" 3’-1�"

4�"

2" MIN.

2"

TRANSITION ZONE2" MIN.

2"

1’

6"

8"

6"

�"

TOP VIEW

6�

"7�

"3�

"

2�

"

6�

"7�

"

3�

"

1�"

1�"

STEEL TUBE BLOCKOUT

BUTTON HEAD BOLTS

�" HOLES FOR �" d

dc

�" BOLTS

OF �" HOLES FOR

d

�" HEX BOLTS

�" HOLES FOR

(12 GAUGE)

(10 GAUGE)

1’-6�" CTRS. (TYP.)

�" X 2�" SLOTTED HOLES

3’-2" CENTERS (TYP.)


STEEL TUBE BLOCKOUT

6’-

0"

1�"

1�"

W6 X 8.5 POST

W6 X 9 OR

BOLT SLOT (TYP.)

�" X 1�" SPLICE

HEX NUT W/ WASHER (TYP)

d�"

HEX BOLT (TYP)

d�"

HEAD BOLTS

BUTTONd�"

27-S

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(SHEET 2 OF 3)


TRANSITION:

606-28


7�

"


(ACTING)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

NO. LENGTH A B C D H K LOCATION

4SM2H

4SM1H

4SM3H

4SM6H

4SM7H

STIRRUP

68"

30"

68"

237"

157"

62"

68"

63�"

38�" TO 39"

VARIES FROM


AT CORRUGATED RAIL END







10" 46"68"

USE

STIRRUP

STIRRUP

STRAIGHT

46"

STIRRUP

STRINGER

STRINGER

STRINGER

STRINGER

STRINGER

STIRRUP

STIRRUP

6"

6"

6"

46"

158"

192"

26"

30"

1�"

1�"

1�"

1�"

1�"

3"

4"

5�"

78"10"

11"

4"

5"

44"

39"

17"

41"

6"

5�"10"

8"

10"

16"

3"

56" TO 58"

VARIES FROM

60" TO 61"

VARIES FROM

OF THE BARRIER UNIT

AT 33" FROM THE MIDPOINT

OF THE BARRIER UNIT


37" TO 38"

VARIES FROM

1"

B

A

K

C

C

K BD

B

R=3"

4SM1H

5�

"

4�

"

18"

16"

3"

6’-8"

3’-

6"

9"

8

1

4SM3H AT 6" **

4

5

5

5

5

6

4

1

2

1

2

1

1

1

1

1

4SM5

5SM1

5SM2

5SM3

5SM5

5SM6

6SM4

SIZEMARK

BAR LIST

ISOMETRIC VIEW BACK SIDEISOMETRIC VIEW FRONT SIDE


PLAN - TOP

PLAN - BOTTOM


DETAIL OF 6SM4 BAR 4SM3H, 4SM6H, AND 4SM7H

5SM5, AND 5SM6

5SM1, 5SM2, 5SM3,

4SM1H AND 4SM2H


WITH BACKUP POST

HALF-SECTION TRANSITION BARRIER


�"

B

B

A

A

FINISHED GRADE

FINISHED GRADE

4SM5 **33" 33"

(TYP.)

24" LAP

5SM34SM5

4SM5

5SM2

c

10’-0" 10’-0"

2"4SM1H AT 6"

4SM1H AT 6"

4" LAP (TYP.)2

5SM2

GRADE

FINISHED

GRADE

FINISHED

8"

4"

5SM5

6"

6"

4"

10’-0"

10’-0"

9"

4SM5 **

c

3"

�" PLATES

(2)- 10" X 10"

H

D

3’-4" 3’-4"

3’-4"6’-8" 6’-8"6’-8�"


16"

MIN.

16"

MIN.

A

1"

5SM1

5�" TO 10"

VARIES FROM

2’-

8"

AN

D

VA

RIE

S

5SM2

8"

9"

5SM5

5SM6

8"

10"

SM655SM14SM2H 4SM6H

5SM3

5SM2

4SM2H

4SM7H AT 6"

4SM3H AT 6"

8"

2"

4SM5

5SM3

5SM1

4

4

4

4

4

5

236�"

5"

3�" TO 5"

VARIES FROM

34�"

9�"

44�"

118"

16"

FINISHED GRADE

FINISHED GRADE

1/2" JOINT FILLER

(SEE NOTE 2)

PARALLEL TO SURFACE

OF BAR TO LIE

BEND LOWER 6"

4’-

0"

3’-

0"

CONTINUITY CONNECTION

2"

CO

VE

R

2"

CO

VE

R

4SM6H

4"

3"

4"

AND WASHERS

HEAD BOLTS WITH NUTS

�" X 14" BUTTON

1�

"

2"

2’-

6"

2’-

3"

2’-

1"


p10" X 10" X �"

THROUGH BOLTS

FORMED HOLES FOR

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(SHEET 3 OF 3)


TRANSITION:

606-28


16"

20’-0

"

16"

1

6SM4

6SM46SM4

2’-6"

(SEE NOTE 3)

(1’-9" LONG)

C9X20 OR MC8X18.7

(SEE NOTE 3)

(1’-9" LONG)

C9X20 OR MC8X18.7

6SM4

6SM46

2 AT CONCRETE BARRIER END

4 AT BOX BEAM END

6"

5"

AT EXPANSION JOINT END

"

221

1" HOLES

**

**

**

LOCATE 4SM5, 4SM1H, 4SM3H AND 4SM7H BARS TO AVOID THE 1" DIAM. PVC OR GALVANIZED STEEL PIPE.

ALL BARS ARE TO BE EPOXY COATED.

NOTE:

4SM7H AT 6" **

TAPERS


6" **

d

SEE NOTE 5

JOINT FILLER

(SEE NOTE 4)

1" PIPE

(ACTING)



FOR ITS ENTIRE LENGTH.

CONCRETE TRANSITION PIECE SHALL BE BACKED UP WITH BACK-UP POSTS

FOR RAILING CONNECTION, LAYOUT, AND DETAILS, SEE SHEET 1 OF 3.

BARRIER" FOR DETAILS.

SEE STANDARD SHEET TITLED "SINGLE-SLOPE CONCRETE HALF-SECTION

THE BEND MAY BE ELIMINATED PROVIDED 2" MIN. COVER IS MAINTAINED.

VERTICAL AND SLOPING CONCRETE SURFACE SHALL BE SMOOTH.

6.

5.

4.

3.

2.

1.

NOTES:

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

2'-7"

OR

SH

OU

LD

ER

TO

P O

F P

AV

EM

EN

T

20' C

ON

CR

ET

E T

RA

NS

ITIO

N P

IEC

E

TR

AF

FIC

TR

AF

FIC

8

1

4•"

9"

9"

1'-1

0"

8"

EN

D V

IEW

(CO

NC

RE

TE

TR

AN

SIT

ION

PIE

CE

)

EL

EV

AT

ION

VIE

W

PL

AN

VIE

W

1" (TYP.)

OR

SH

OU

LD

ER

TO

P O

F P

AV

EM

EN

T

A A

2'-7"

BE

AM

TR

AN

SIT

ION

SE

CT

ION

(3) S

PA

CE

S A

T 3

'-1•" =

9'-4

•"

(5) S

PA

CE

S A

T 1

'-6ƒ

" =

7'-9

ƒ"

(SE

E N

OT

E 1

)

VE

GE

TA

TIO

N C

ON

TR

OL

ST

RIP

11•"

2'-7"

EN

D C

HA

MF

ER

(SE

E N

OT

E 2

)

PA

Y L

IMIT

FO

R H

PB

O

(SE

E N

OT

E 2

)

NE

ST

ED

ON

AP

PR

OA

CH

SID

E

(5) - ‡

" A

NC

HO

R R

OD

S

(SE

E N

OT

E 4

)

NE

ST

ED

TH

RIE

BE

AM

SE

CT

ION

A-A

PO

ST

EL

EV

AT

ION

B

C

B

C

2' 4ƒ "

2'-7"

6'-3

" W-B

EA

M T

O T

HR

IE12'-6

" SE

CT

ION

ST

AN

DA

RD

TH

RIE

BE

AM

TR

AF

FIC

TR

AF

FIC

TR

AF

FIC

TY

PIC

AL

SP

LIC

E L

AY

OU

TS

TH

RIE

BE

AM

TH

RIE

BE

AM

TH

RIE

BE

AM

TE

RM

INA

L S

EC

TIO

N

TE

RM

INA

L S

EC

TIO

N

TE

RM

INA

L C

ON

NE

CT

OR

TH

RIE

BE

AM

LA

PS

OV

ER

LA

PS

OV

ER

TH

RIE

BE

AM

TE

RM

INA

L C

ON

NE

CT

OR 1'-

8"

4.

3.

2.

1.

NO

TE

S:

WIT

H F

LA

T W

AS

HE

RS

.

CO

NN

EC

TO

R

TH

RIE

BE

AM

TE

RM

INA

L

50

'-8" P

AY

LIM

IT F

OR

TR

AN

SIT

ION

BE

TW

EE

N H

PB

O B

AR

RIE

R A

ND

CO

NC

RE

TE

ME

DIA

N B

AR

RIE

R

VE

GE

TA

TIO

N C

ON

TR

OL

ST

RIP

NO

T A

TT

AC

HE

D T

O R

AIL

TH

IS P

OS

T A

ND

BL

OC

KO

UT

11" H

PB

O B

LO

CK

OU

T9

" HP

BO

BL

OC

KO

UT

8" H

PB

O B

LO

CK

OU

T

NE

ST

ED

TH

RIE

BE

AM

SE

E S

HE

ET

2 O

F 3

FO

R S

EC

TIO

NS

B-B

AN

D C

-C

NO

TE

:

FA

ST

EN

ER

DE

TA

ILS

SE

E D

ET

AIL

"A" F

OR

PA

Y L

IMIT

FO

R H

PB

O (M

OD

.)

• " TO TOP OF RAIL

PIP

E D

UR

ING

FA

BR

ICA

TIO

N. R

EIN

FO

RC

EM

EN

T M

AY

BE

AD

JUS

TE

D T

O A

CC

OM

MO

DA

TE

PIP

E.

OP

TIO

NA

L B

EA

M A

TT

AC

HM

EN

T M

ET

HO

D: C

AS

TIN

G 1

" DIA

ME

TE

R P

VC

OR

GA

LV

AN

IZE

D S

TE

EL

3" S

HA

LL

BE

MA

INT

AIN

ED

.

MIN

IMU

M E

MB

ED

ME

NT

OF

AN

CH

OR

RO

DS

SH

AL

L B

E 8

" AN

D A

MIN

IMU

M E

DG

E D

IST

AN

CE

OF

FO

R A

DD

ITIO

NA

L D

ET

AIL

S S

EE

SH

EE

T 2

OF

3.

FO

R A

DD

ITIO

NA

L D

ET

AIL

S S

EE

SH

EE

T 3

OF

3.

ST

AB

ILIZ

ED

SH

OU

LD

ER

ITE

M. P

AY

ME

NT

SH

AL

L B

E M

AD

E U

ND

ER

SE

PA

RA

TE

ITE

MS

.

TH

E M

AT

ER

IAL

AN

D T

HIC

KN

ES

S O

F E

AC

H L

IFT

SH

OU

LD

MA

TC

H T

HA

T IN

TH

E A

DJO

ININ

G

TH

E V

EG

ET

AT

ION

CO

NT

RO

L S

TR

IP, W

HE

N S

PE

CIF

IED

, SH

OU

LD

BE

A M

INIM

UM

OF

3" T

HIC

K.

SE

E N

OT

E 3

ST

EE

L T

UB

E B

LO

CK

-OU

T

W6

X9

OR

W6

X8

.5 P

OS

TS

(6' L

ON

G) W

/ST

EE

L T

UB

E B

LO

CK

OU

TS

OR

W6

X 8

.5

W6

X 9

HE

AV

Y P

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T

19-JUN-2018 13:36

FILE NAME =

DATE/TIME =

USER = rfoote

606-2901_050814_e2.dgn

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606-2902_050814_e2.dgn

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8

1

MARK SIZE NO. LENGTH USE A B C D H K LOCATION

4SM1H

4SM2H

4SM3H

4SM6H

8’-7"

2’-8"

13’-2"

8’-8"

19’-6"

7’-2"

3’-6"

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STRINGER

STRINGER

STRINGER

STRINGER

STRINGER

STRAIGHT

STRAIGHT

10"

1’-6" 3’-10"

3’-10"

3’-10" 1�"

1�"

1�"

1�"

1’-1"

11’-2"

6’-6"

18’-3"

5’-0"

2’-0"

3"

3"

2’-0"

2’-0"

1’-5"

2’-0"



4 AT EACH END







A

B

B

D

1’-6"

2’-9" 2’-9"

20’-0"

6’-8 "

2’-0"

11’-4"

4SM2H 4SM6H4SM3H

4SM2H 4SM6H

4SM3H

4SM1H

2

4

1

4

8

1

4SM5

4SM5

4SM5

4SM5

4SM5

4SM5

5SM1

5SM1

5SM1

5SM2

5SM2

5SM2

5SM2

5SM3

5SM3

5SM3

5SM4

5SM4

5SM5

5SM5

5SM6

5SM6

5SM6

5SM3

5SM4

BAR LIST

#4

#5

GRADE

FINISHEDGRADE

FINISHED

1’-2" TO 1’-6"

VARIES FROM

OF THE BARRIER UNIT


OF THE BARRIER UNIT


PLAN - BOTTOM

ELEVATION

REINFORCEMENT

PLAN - TOP

DEPARTURE SIDE - ISOMETRIC APPROACH SIDE - ISOMETRIC


TRAFFIC

TRAFFI

C


4SM1H AND 4SM2H4SM6H AND 4SM3H

5SM5 AND 5SM6

5SM1, 5SM2, 5SM4,

D K

H

A

1"

1"

4SM1H AT 6"

FOR 2’ (TYP.)

LAP REBARS

4SM1H AT 6"

SM15

SM35

7’-2" 1’-6"

2’-

7"

9"

1" (T

YP.)

4�"

9"

11"

6"

6"

4"

3"

2’-0"

COVER (TYP.)

COVER (TYP.)

6"

6"

4"

9"

3’-

6"

B

B B

B

A

A A

A

8"8"

FINISHED GRADE

R=CR=C

1’-

10"

#5

#5

#5

#5

#5

#4

#4

#4

#4

1

1

1

1

1

19’-6�"

4" TO 5�"

VARIES FROM

�"

4�"

4�" 1’-5"

1’-10"

1’-10"

1’-5�" 1’-5�"

1’-10"

8"8"

6’-8"

1’-

5�

"

8’-0" TO 8’-1�"

VARIES FROM

7’-�" TO 7’-8�"

VARIES FROM

9’-�"

3’-0" TO 3’-2"

VARIES FROM

1’-

10"

11’-4"

2’-

0"

5SM4

11’-4

"

5’-2"

1’-6"

2’-0"

4.

3.

2.

1.

NOTES:

(SEE NOTE 3)



SEE NOTE 4

FOR RAILING CONNECTION, LAYOUT, AND DETAILS, SEE SHEET 1 OF 3.


TYPE USED ON THE ADJACENT ROADWAY.

GRANULAR BACKFILL SHALL CONFORM WITH SECTION 304 AND SHALL MATCH SUBBASE COURSE


4SM3H

FINISHED GRADE

3"

2"

2"

27-S

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606-2903_050814.d

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STATE OF NEW YORK





SHEET 3 OF 3

HPBO (MOD.) MEDIAN - SINGLE SLOPE MEDIAN

TRANSITION:

606-29


3"

9"

(ACTING)



6" 6"6"

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

SLOPE CONCRETE BARRIER

NORMAL WIDTH SINGLECONCRETE BARRIER

WIDE SINGLE SLOPE

20’-0" PAY LIMIT

D

B

4

21 21

4

3" 2’-0"

2" MIN.

6"

6"

FINISHED GRADE

FINISHED GRADE

2’-4"

TYPICAL STIRRUP

DETAIL

TYPICAL CHAMFER SECTION A-A SECTION B-B

5’-6" 5’-6"

4SM1

4SM1

4SM24SM3

4SM4

4SM4

4SM54SM5

4SM5 4SM5

5SM1

5SM1

5SM1

5SM1

5SM1

5SM1

4"

6"

6"

3’-

6"

9"

3"

3"3"

5.

4.

3.

2.

1.

NOTES:

1"

1"

R=C

B

B

A

A



FINISHED GRADE

1’

COVER (TYP.)2" MIN.COVER (TYP.)

8"

4"

DIFFERENCE

GRADE

10" MAX.

DIFFERENCE

GRADE

10" MAX.

ELEVATION

PLAN

PROVIDED 2" COVER REQUIREMENTS ARE SATISFIED.

BENDING OF BOTTOM OF STIRRUPS SHOWN IN SECTION A-A AND B-B IS NOT NECESSARY,

THE SUBBASE COURSE TYPE USED ON THE ADJACENT ROADWAY.

206-3.01. GRANULAR BACKFILL SHALL CONFORM WITH SECTION 304 AND SHOULD MATCH y

UNLESS INDICATED OTHERWISE, EXCAVATION SHALL BE PREFORMED IN ACCORDANCE WITH

CONCRETE.

606-3.19, TRANSITIONS CONSTRUCTED OF, OR WITH, yCONSTRUCTION SHALL CONFORM TO

CONCRETE.

606-2.14, TRANSITIONS CONSTRUCTED OF, OR WITH, yMATERIALS SHALL CONFORM TO

SURFACES SHALL BE SMOOTH. A

25-J

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606-31.d

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STATE OF NEW YORK




WIDE - NORMAL WIDTH SINGLE SLOPE MEDIAN

TRANSITION:

606-31


(SEE NOTE 5)

PARALLEL TO SURFACE

OF BAR TO LIE

BEND LOWER 6"


ERRATA 1 EFF. 09/06/2012


8’-1�"

8’-4"

2’-6"

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STRINGER

STRAIGHT

10" 3’-10" 1�"

1�"

1�"

4

4

1

1

4

8

4SM4

5SM1

BAR LIST

#4

#5

4SM1

4SM2

4SM3

4SM5

8’-0"

8’-3"

10�"

1’-0" 1�"

11�"

3’-10"

3’-10"

3’-10"

6�"

5�"

BARRIER UNIT

4 AT 6" CENTERS AT NARROW END OF

5’-6" FROM NEAREST 4SM1 BAR

BARRIER UNIT

4 AT 6" CENTERS AT WIDE END OF

LONGITUDINAL 2 IN BOTTOM - 2 IN TOP

4 ON BOTH ENDS OF BARRIER

#4

#4

#4

#4

4"

8"

19’-7�"

5’-6" FROM NEAREST 4SM4 BAR

07/24/2012


APPROVED:

(DESIGN)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

2"

2"

3"

5S1

5S1

4S2

4S2 6" O.C. 4S1 6" O.C.

4S2 6" O.C.

4S3

4S3

5S15S1

1"

1"

6S4

5S1

MARK TYPE A B C

4S1

4S2

STIRRUP

STIRRUP

STIRRUP

STRAIGHT

1’-8"

1’-8"

5’-4"

5�"

5�"

3’-4�"

3’-4�"

D

8"

8"

E

4"

4"

F

0"

G TOTAL

2�"

1’-3"

1’-3"

7’-0�"

7’-1"

------ --- --- --- ---

--- --- --- --- --- --- ---

1�

"

3"

4"

4"

R = 3"

C9 X 20 OR MC 8 X 18.7


�" X 1’-2" BUTTON HEAD BOLTS

FORMED HOLES FOR THROUGH BOLTS

FINISHED GRADE

JOINT FILLER

EITHER SIDE OF JOINT)

BARRIER FACE (ONE EACH ON

10" X 10" X �" FLUSH WITH

DETAIL OF 6S4 BAR

6S4

6S4

6S4

6S4

JOINT FILLER

2’-6"

9’-8"*

---

4S3 STRAIGHT 2’-6"--- --- --- --- --- --- ---

12"


2"

3"

4S14S1

6.

5.

4.

3.

2.

1.

NOTES:

ACROSS THE JOINT, THEN THE CONTINUITY CONNECTION CAN BE DELETED.

IF THE CONTRACTOR ELECTS TO CAST-IN-PLACE OR SLIP FORM THE BARRIER AND THE REBAR IS CONTINUIOUS

PLATE, HOLES SHALL BE FIELD-DRILLED AT HEIGHT NECESSARY TO MATCH HOLES IN TRANSITION PIECE.

WHEN TRANSITION MUST CONNECT TO HALF SECTION WITH CONTINUITY HOLES SET FOR LOWER HEIGHT OF CONTINUITY

POCKET ORIENTATION (LEFT OR RIGHT) IS BASED ON VIEW LOOKING AT SIDE OF BARRIER HAVING THE POCKET.

BE DRIVEN 16 INCHES FROM THE JOINT. PAYMENT FOR POST TO BE INCLUDED IN PRICE BID FOR TRANSITION.

IN ADDITION TO BACKUP POSTS NORMALLY REQUIRED, AN ADDITIONAL 7 FOOT LONG BACKUP POST SHALL

IF LENGTH EXCEEDS 16 FEET. DISTRIBUTE EVENLY ALONG SPAN.

ADD ONE ADDITIONAL 4S2 STIRRUP IF LENGTH EXCEEDS 12 FEET. ADD TWO ADDITIONAL 4S2 STIRRUPS

FULL SECTION. LONGITUDINAL 5S1 BAR LENGTH SHALL BE INCREASED ACCORDINGLY.

TO 24 FEET. DIFFERENCE BETWEEN ACTUAL LENGTH AND 10 FOOT PAYMENT LENGTH WILL BE PAID AS

PAYMENT LENGTH FOR TRANSITION IS 10 FEET. HOWEVER, SECTION MAY BE CAST IN LENGTH OF UP

02-

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606-32.d

gn

STATE OF NEW YORK




SINGLE SLOPE CONCRETE BARRIER

HALF-SECTION TO FULL-SECTION

TRANSITION:

606-32


TRAFFIC SIDE

(MIN. 1’-8" LONG)

C 9 X 20 OR MC8 X 18.7


DETAIL OF CONTINUITY PLATE

C9 X 20 OR MC8 X 18.7


NOVEMBER 29, 2013

9"

8"

2’-0"

8"

3"

4"

p10"X10"X �" MC8X18.7

C9X20

3’-

6"

8"

4"

6"

6"

5S1

2’-0"

3"

4S2

9"

3’-

6"

8"

8"

8"

16"12"

SINGLE SLOPE

JOINT FILLER

SEE DETAIL THIS SHEET

FOR CONTINUITY CONNECTION DETAILS

SINGLE SLOPE10’-0" (PAY LIMIT FOR TRANSITION)

6S4

12"

5S1

2" COVER2" COVER

SECTION A-A

21

4

SECTION B-B

21

4

PLAN

BA

A B

PROFILE

12"

6S4CONCRETE MEDIAN BARRIER CONCRETE HALF SECTION BARRIER(SEE NOTE 1)

* (SEE NOTE 1)

(SEE NOTE 2)

BAR TABLE

POCKET

LEFT END

(LEFT POCKET CONFIGURATION SHOWN)

POCKET

POCKET

(SEE NOTE 4)

(SEE NOTE 3)

BACKUP POST

OR W6X8.5

ADDITIONALW6X9

TYPICAL STIRRUP TYPICAL CHAMFER DETAIL

(ALL BARRIERS)

G

D

CB

A

E

F

CAST-IN-PLACE BARRIERS)

(PRECAST, AND

(SEE NOTE 6)

APPROVED:

(ACTING)


21"

9"

HOLEd 1"

�" RAD.

2" 2"4"

3"

3"

2" (TYP)

1�"

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

OTHER RADII CONFIGURATIONS WHICH CAN BE DEMONSTRATED TO PROVIDE

THE INSTALLATION SHOWN IN TYPICAL DRIVEWAY AND OPENING SECTION

MAY BE APPROVED.

(OPPOSITE HAND MAY ALSO BE NECESSARY)

SEE DETAIL "G" FOR

DIMENSIONS OF THIS RAIL

13’-6�"

2’-3" (10-1"d HOLES

AT 3" CENTERS)

9"

3"

�" X 1�"

�" X 2�"

1 "d

6�"

c

TYPICAL TERMINAL RAILDETAIL "N" END SECTION

12

�"

27�"

10"

2"


3�"

MIN

.

E ND SECTION

2’-9"

RAIL SECTION (SEE DETAIL "C")

30"

2-L 4" X 3" X �" - 8" LONG

SEE SECTION A-A

ON SHEET 2 OF 2

CONCRETE ANCHOR

SEE DETAIL "A" ON SHEET TITLED

"W-BEAM MEDIAN BARRIER

(MAINTENANCE SUPPORT)"

PAY LIMITS

GUIDE RAIL

LINEAR FOOT

PO

INT

OF

NE

ED

TYPICAL END TREATMENT FOR DRIVEWAYS

WALKWAYS AND OTHER OPENINGS IN


RAIL ROTATED

#3 BAR

3’-0"

10-1"d HOLES IN RAIL AT

3" O.C. FOR 8-�"d ANCHOR

RODS. (TWO SPARE HOLES IN

RAIL FOR POSITIONING)

3’-0"

4’-0"

1

12

3’-

3"

1’-6"

GALVANIZED TOP PLATE

3" MIN. COVER

�"d ANCHOR ROD

DETAIL

ELEVATION

DETAIL "A" CONCRETE

ANCHOR

PLAN

3’-0"C LASS "A" CONCRETE

#3 BARS

3’-8"

RAIL

RAIL

TRAFFIC


RAIL SPLICE LAP

DETAIL "O"

1’-6"

3"

4"

4�"d

NOTE: A MINIMUM OF 4" AT THE

TOP OF THE ROD SHALL BE

THREADED. RODS THREADED FOR

ENTIRE LENGTH ARE ACCEPTABLE.

DETAIL "C"

SHOP CURVED RAIL

�" X 2�"

1"d

10�"

3"

9"

2’-3" (10-1"d HOLES

AT 3" CENTERS)

10�"

1�"

R=

20’-

0"

R=

20’-

0"

10’-0"

3’-6"

6’-3" 6’-3" 6�"c

12

�"

POST BOLT SLOT

�" X 2�"

2(X)

4�"

4�"

(X) TOLERANCE +1�"

-�"

DETAIL "G"


(SEE DETAIL "B" SHEET 2 OF 2)

SPLICE BOLT SLOTS

�" X 1�"

cc

CLASS "A" CONCRETE

SEE DETAIL "A"

EXCAVATE AND BACKFILL

DRIVE POSTS TO ACHIEVE

3" AND 6" DROP

2-L 4" X 3" X �"

(SEE SECTION A-A

ON SHEET 2 OF 2)

GROUND LINE

UNDER GUIDE RAIL

(SEE NOTE 3 ON

SHEET 2 OF 2)

3" D

RO

P

PAY LIMIT ANCHORAGE UNITS PAY LIMITS GUIDE RAIL - LINEAR FOOT

SPLICE BOLTS (SEE DETAIL

"F" SHEET 2 OF 2)

(SEE NOTE 3 ON

SHEET 2 OF 2) RAIL SECTION SEE DETAIL "G"

(SEE NOTE 3 ON

SHEET 2 OF 2)

PO

INT

OF

NE

ED

TYPICAL POST

(SEE DETAIL "J" AND

"K" ON SHEET 2 OF 2)

30

"

4�"

NO

M.

24

"

c POST

12’-6" 12’-6" (SEE TABLE A SHEET 2 OF 2)

TANGENT LINE

25’-0" APPROX.

13’-0" u

TANGENT LINE

c

NOTE: ALTERNATE �"d

ANCHOR ROD TO BE USED

WITH TOP PLATE ONLY

END SECTION TO BE CENTERED

ON ANCHOR (SEE DETAIL "N")

cc

6" O

FF

SE

T

10-1"d HOLES AT 3" O.C.

FOR (8) �"d ANCHOR RODS

CONCRETE ANCHOR

END SECTION

(PARTIALLY BELOW GROUND)

SEE DETAIL "N"4’-0"

WORKING POINT

ELEVATION

TYPICAL APPROACH AND

TERMINAL SECTIONS

PLAN

�" X 1�"

12

�"

1’-0"

GROUND LINE AT ANCHOR

6" D

RO

P

12

" O

FF

SE

T

(8)- �"d RODS - 18" LONG WITH GALVANIZED

NUTS. RODS NOT TO PROTRUDE OVER TOP

OF RAIL. SEE DETAIL FOR �"d ANCHOR ROD.

6�" (X)

13’-6�" (2X)

6�"

20

-N

OV

-2

00

8 1

4:0

5

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AM

E =

DA

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E =

US

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10

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53

\60

6-3

30

1.d

gn

STATE OF NEW YORK





W-BEAM GUIDE RAILING

(SHEET 1 OF 2)


606-33




(DESIGN)

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

4"

3"

1ƒ

"

/S/ DANIEL D'ANGELO, P.E.

(DESIGN)


SECTION A-A

DRIVEWAY END POST

ELEVATION STANDARD POST

S3X5.7

S3X5.7

GROUND LINE

IN

PO

ST

O

F

HO

LE

c

TABLE "A"

†"

24"

†"

†"

‚" 2"

‚"

A A

c

OPTIONAL UNIVERSAL POST

TYPICAL BEAM MOUNTING

DETAIL J

RAIL ELEMENT

DETAIL B

SQUARE WASHER

DETAIL M

3.

2.

1.

NOTES:

LESS THAN 50 FT. USE NOT RECOMMENDED

75 FT. TO 50 FT. 3'-1•"

110 FT. TO 76 FT. 4'-2"

219 FT. TO 111 FT. 6'-3"

(220 FT. RADIUS) 12'-6"n TO 26n MORE THAN 8

OR LESS 12'-6"n 8

CURVATURE POST SPACINGc RADIUS OF

OF THE STANDARD SPECIFICATIONS.

PAYMENT FACTORS FOR REDUCED POST SPACING IN TABLE 606-2 IN SECTION 606-5.01

PAYMENT FOR ADDITIONAL POSTS WILL BE MADE IN ACCORDANCE WITH THE

HORIZONTAL CURVATURE SHALL NOT BE ATTACHED TO THE RAIL ELEMENT.

NOTE: ADDITIONAL POSTS REQUIRED TO REDUCE DEFLECTION DISTANCE OR BECAUSE OF

c

c

c

BOLT AND NUT.

X 1•" LONG HEX.dŠ"

S3X5.7

SEE DETAIL M

SQUARE WASHER

POST BOLT

HEX. NUT FOR

POSTS OF EACH INSTALLATION.)

SUPPORT BOLTS ON THE LAST THREE

2 NUTS NO WASHER. (NOTE: NO

SUPPORT BOLT 1•" LONG.d•"

REFLECTOR HOLE

HOOK BOLT OR

cABOUT

SYMMETRICAL

c

SUPPORT BOLT

•" X 1•"

HOLE FOR d†"

NOTE: UNLESS OTHERWISE SPECIFIED HOLE DIAMETERS ARE …"

FRONT BACK

8"

HEX. HEAD BOLT

X 1•"dŠ"

HOLE FORd…"

SUPPORT BOLT

X 1•"d•"

HOLE FORd†"

STEEL PLATE

‚" X 8" X 24"

STEEL PLATE

‚" X 8" X 24"

HEX. HEAD BOLT

X 1•"dŠ"

HOLE FORd…"

‚" 2"

‚" 2"

‚"

2"‚"

X ˆ" DEEP

dRECESS 1"

DETAIL K TYPICAL POST

ELEVATION EXTRA LONG POST


DETAIL F

SHOULDER

†" X •" OVAL

1„

"

1Š"

•"

‡"

‡"

1ƒ

"

1ƒ"

APPROX. EQUAL

c

MOUNTING BEAM ONTO POST

VALLEY OF BEAM WHEN


10n

3‚"

1˜"

1̂ "

2Š

"3‚

"

•"

R

ž"

•"

R

3‚

"

•"

R

ž"

•"

R

2Š

"

1'-‚

"

10n

3"

1ƒ

"

6•

"

SUPPORT BOLT

d HOLE WITH •"d†"

3"…"

6•

"

1'-

1"

3"

8"

5'-

3"

1'-

1"

6•

"

3"

4"

†"

7'-

0"

6•

"

1'-

1"

2'-

0"

12"

†"

†"

1‚"

“"

‰"

Š"

•"

1"

ˆ"

1‚"

1"

FOR DRIVING

ALONG THESE LINES

PLATE MAY BE CUT

BOLT AND NUT.

LONG HEX.

X 1•"dŠ"

10 GAUGE OR

2"-10 2"-10

ƒ"

GROUND LINE

4†

"

Œ"

Œ"

d… "

ALL RAIL SPLICES SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC. SEE DETAIL O.

UNDER THE FACE OF THE RAIL WHEN THE OFFSET IS GREATER .

PAVEMENT SURFACE WHEN THE OFFSET IS 12" OR LESS AND TO THE GROUND SURFACE

CURB (REGARDLESS OF CURB HEIGHT OR SPEED) SHALL BE MEASURED FROM THE

THE RAIL MOUNTING HEIGHT OF ALL GUIDE RAIL OR MEDIAN BARRIER PLACED BEHIND

MADE UNDER THE APPROPRIATE ITEM.

TO THE REQUIRED CURVATURE, AND PAYMENT FOR SUCH CURVED LENGTHS WILL BE

BEAMS TO BE ERECTED ON A RADIUS OF 150' OR LESS SHALL BE SHOP WORKED

2'-

6…

"

2…

"3‚

"

4" X 3" X ‚" - 8" LONG

ANGLE BRACKET


WITH NUTS AND WASHERS (TORQUED TO 100 +20/-0

BOLTS 4•" LONGdŽ" HOLES FOR ƒ"

4"

3•

"3"

3•

"

6"

3•"

2"

6•

"

S3 x 5.7

PO

ST 5'-

5" IN

LE

NG

TH

SOIL PLATE

‚" X 8" X 24"

MOUNTING BOX BEAM

HOLES FOR d(2)- †"

HOOK BOLT

MOUNTING (BOX BEAM)

ALTERNATE REFLECTOR

HOLE ORd†"

W-BEAM SUPPORT BOLT

(BOX BEAM)

REFLECTOR MOUNTING

OR ALTERNATE

HOLE FOR HOOK BOLT

23-

MA

Y-2018 08:2

4

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

US

ER

=wdavies

606-3302_010809_e1.d

gn


606-33


ERRATA 1 EFF. 09/01/2018


(SHEET 2 OF 2)

W-BEAM GUIDE RAILING

ISSUED UNDER EB 08-036APPROVED SEPTEMBER 19, 2008

OF Ž" HOLEc

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

B

AA

B

B

AA

B

A

3"

6"

(TYP.)

2"3"

6"

(TY

P.)

R 10" R 10" R 10"

2’-3" TYPE "B"

1�" MIN. COVER

EXPANSION JOINT - PROVIDE

FOR �" EXPANSION

3"

2" M

IN. (T

YP

.)

2" C

.C.

1�"

3"

2"

4"

4"

2" MIN.

2

1

(SEE NOTE 4)

1’-0" 1’-3" 1’-7" 2’-2�" 2’-6" 3’-1"

A

0

B C D E F G H I

10’ 20’ 30’ 40’ 50’ 60’ 70’ 80’

APPROACH FACE

3" RADIUS (TYP.)

C C

C

4 8 STIRRUP 5�" 3’ 1�" STIRRUP - 4 IN EACH END OF THE

TYPE "A" BARRIER - 4 IN END TAPER NO. 1

(MESH NOT SHOWN IN THIS DETAIL)

TYPE "B" OR "C"TYPE "A" HALF SECTION


4 12 STRINGER LONGITUDINAL 6 AT EACH END EXCEPT FOR THE

HALF SECTION BARRIER WHICH HAS 3 AT EACH END

4 8 STIRRUP 3’ 1�" STIRRUP - 4 IN EACH END OF THE TYPE "B" BARRIER

4 8 STIRRUP 3’ 1�" STIRRUP - 4 IN EACH END OF THE TYPE "C" BARRIER

2’

4 8 STIRRUP 5�" 3’

4 4 4’-10" STIRRUP

4 8 STIRRUP 1�"

4 8 3’-10" STIRRUP 1�"

4 8 2’-11" STIRRUP

4’

5’

STIRRUP - 4 IN EACH END OF THE HALF SECTION BARRIER

STIRRUP FOR CONTINUITY CONNECTION

1"

2’-3" 3"

5"

7"

2’-5"

1’-10"

1’-3"

7

10

2

19

7

10

2

19

7

10

2

19

7

10

2

19

7

10

2

19

1�" MIN. COVER1�" MIN.

COVER

(SHOWN IN MEDIAN. USE OPPOSITE HAND WHEN PLACED TO THE RIGHT OF TRAFFIC)

FINISHED

GRADE

7

10

7

10 7

10

2

19

FINISHED

GRADE

FINISHED

GRADE

3" RADIUS

(TYP.)

JOINT FILLER

FINISHED

GRADE

3" RADIUS

(TYP.)

3" RADIUS

(TYP.)

FORMED HOLES FOR

THRU BOLTS

4" X 4" W2.9 X W2.9 MESH

1’ WIDE, FULL LENGTH

OF BARRIER SECTION LESS

4" (2" ON EACH END)

4" X 4" W2.9 X W2.9 MESH

8" WIDE, FULL LENGTH


4" (2" ON EACH END)

4" X 4" W2.9 X W2.9 MESH

18" WIDE, FULL LENGTH


4" (2" ON EACH END)

4" X 4" W2.9 X W2.9 MESH

2’ WIDE. FULL LENGTH

OF BARRIER SECTION

LESS 4" (2" ON EACH END)

C9 X 20 OR

MC8 X 18.7

C9 X 20 OR

MC8 X 18.7

EXPANSION JOINT DETAIL SHOWING

REINFORCING BARSHALF SECTIONTYPE "B" OR "C"TYPE "A"

CROSS SECTIONS OF END TAPER SHOWING TYPE "A"

CONTINUITY CONNECTION FOR HALF SECTION BARRIER

ELEVATION SECTION

BACKUP POST LAYOUT

DETAIL SHOWING END TAPER

BAR LIST

SECTION AT JOINT BETWEEN

END TAPER NO. 1 AND NO. 2





6’-8" 6’-8"

1’-0"

6"

1’-0"

BACKFILL WITH COMPACTED

EXCAVATED MATERIAL

(SEE NOTE 4)

4 IN END TAPER NO. 1 AND 4 IN END TAPER NO. 2



1’-0" 7"2 FRONT PLATES

10" X 10" X �"

4C3 BAR

1’-8"

PLAN

7"

9"

3"

2’-0"

7"

6"

6"

4"

3"

2’-0"2’-0"

7"7"

6"

4�"

10"

9"

1’-0"

10

"3

"9

"

4"

6"6

"6

"4

"

2’-0"

2’-6" TYPE "C"

1’-7"

10

"3

"9

"

3"

2"

4"

6"

7"

7"

3"

CHAMFER OR

ROUND �"(TYP.)

4" X 4" W2.9 X W2.9

MESH 2’ WIDE. FULL

LENGTH OF BARRIER

SECTION LESS 4"

(2" ON EACH END)

2"

9"

3"

10

"1’-7"

4"

4"

2"

3"

3"

6"

7"

1’-7"

10

"9

"

1’-3"

�"d X 10" LONG

BUTTON HEAD BOLTS


(BUTTON HEAD ON TRAFFIC FACE)

4C3 OR 6C4

4C3

(SEE NOTE 11)

NOTE: THE 19:2 AND 10:7 SLOPES ARE TYPICAL FOR ALL JERSEY CONCRETE BARRIERS AND SHALL NOT BE CHANGED EXCEPT AT END

TAPERS AND TRANSITIONS. THE BREAK BETWEEN THE 19:2 AND 10:7 SLOPES SHALL ALWAYS BE 1’-1" ABOVE THE FINISHED

GRADE EXCEPT IN TRANSITIONS.

NOTE: UNLESS SPECIFIED OTHERWISE, THE CONTRACTOR SHALL HAVE THE OPTION OF

SUPPLYING THE TYPE "A" END TAPER SHOWN ON THIS STANDARD SHEET REGARDLESS

OF THE TYPE OF BARRIER SPECIFIED. WHEN THE TYPE "A" END TAPER IS USED WITH TYPE

"B" OR "C" BARRIERS, A 20’ TRANSITION PIECE SHALL BE PLACED BETWEEN THE TYPE

"A" END TAPER AND THE BARRIER SPECIFIED. WHEN THE TYPE "A" END TAPER IS USED

WITH THE HALF SECTION BARRIER, EARTH BACKFILL SHALL BE PLACED BEHIND END

TAPER SECTION X AND THE FIRST SECTION OF THE BARRIER. THE BACKFILL SHALL BE

PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF NOTE 4.

1’-11" 3’-5"

TOP OF NORMAL BARRIER

TOP OF 3" RADIUS

6’-1"

5"

8"

4�"

3"

6�" "

8"6’-6�"

6’-3�"

3"

3"

4C3

DETAILS FOR HALF SECTION BACK-UP OPTIONS

6’-8�" 6’-8�""

JOINT �" WIDE

3"3"

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

JOINT �" WIDE

3’-4" 3’-4" 3’-4"3’-4"

2’-10"

2’-0"

AA

DC

FINISHED

GRADE

FINISHED

GRADE

FINISHED

GRADE

10" X 10" X �" p

FLUSH WITH

BARRIER FACE

2’-8"

1�"

4C2A

4C1

4C2A, 4C2B,

4C2C OR 4C2H

4C3

4C1

4C2B

4C2C

4C2H

4C3

4C4

4C5

4C6

4C2A

4C1 BAR (TYP.)

4C2B OR

4C2C

4C1

(TYP.)

4C2H

4C4

4C1

(TYP.)

4C1 (TYP.) 4C1 (TYP.)

4C64C5

4C3 BAR

9" TYPE "B"

1’-0" TYPE "C"

W6 X 9 BACKUP

POST 6’-0" LONG

THE 9" EMBEDMENT IS TYPICAL FOR NEW AND RECONSTRUCTED MEDIANS.

ANY VARIATION OF THE 9" (TYPICAL) EMBEDMENT WILL BE DETAILED ON THE PLANS.

FREE STANDING HALF-SECTION BARRIERS ON STRUCTURES, AND SPECIAL SECTIONS

WILL BE DETAILED IN THE PLANS.

HALF SECTION BARRIERS SHALL BE BACKED UP WITH W6 X 9 BACKUP POSTS PLACED

AT 6’-8" CENTERS OR EARTH BACKFILL PLACED IN LAYERS NOT TO EXCEED 6" AND

COMPACTED TO THE SATISFACTION OF THE ENGINEER, EXCEPT WHEN THE METHOD

OF BACKING UP THE BARRIER IS SPECIFIED IN THE CONTRACT DOCUMENTS.

UNLESS SPECIFIED OTHERWISE, CONTINUITY CONNECTIONS SHALL BE REQUIRED

ONLY WHEN STEEL BACKUP POSTS ARE USED.

THE END TAPER IS COMPOSED OF FOUR 20’ SECTIONS REINFORCED AS FOLLOWS:

SECTION 1, WHERE IT JOINS WITH THE BARRIER, IS REINFORCED ACCORDING TO

THE DETAIL FOR TITLED TYPE "A". THE REINFORCEMENT FOR THE END TAPER AT

THE JOINTS BETWEEN SECTION 1 AND 2. SECTIONS 2 AND 3 AND SECTIONS 3 AND 4

IS SHOWN IN THE CROSS SECTIONS OF THE END TAPER. ONLY TYPE "A" END TAPERS

ARE SHOWN AND, IF END TAPERS FOR TYPE "B", "C", OR "HALF SECTION" BARRIERS

ARE REQUIRED, THE REINFORCEMENT WILL HAVE TO BE DETAILED ON THE PLANS.

ON HALF-SECTION BARRIER UNIT, ANGLE THE STIRRUP, MARK 4C2H, SO THAT IT WILL

LIE PARALLEL TO BOTH FACES OF THE BARRIER.

ON HIGH-SPEED HIGHWAYS AND ASSOCIATED RAMPS (DESIGN OR OPERATING SPEED,

50 MPH, WHICHEVER IS LESS). THE APPROACH END OF THE CONCRETE

BARRIER SHALL BE TERMINATED WITH AN END TAPER PLACED OUTSIDE THE

CLEAR ZONE. THE BARRIER SHALL CONVERGE WITH THE ROADWAY WITH A

FLARE RATE OF 1:15. IF IT IS NOT POSSIBLE TO TERMINATE THE BARRIER

OUTSIDE THE CLEAR ZONE, THE END OF THE BARRIER SHALL BE SHIELDED WITH

A PROPERLY DESIGNED CRASH CUSHION. THE CRASH CUSHION WILL BE PAID FOR

SEPARATELY.

ON REDUCED SPEED FACILITIES, (OPERATING AND DESIGN SPEED < 50 MPH),

AT SIGNAL CONTROLLED INTERSECTIONS, AND AT STOP CONDITIONS, THE

CONCRETE MEDIAN BARRIER MAY BE TERMINATED WITH A TAPERED END SECTION.

CAST IN PLACE BARRIER SHALL HAVE A SMOOTH FINISH AND THE CONTRACTOR

SHALL STEEL TROWEL ANY SURFACE AS DIRECTED BY THE ENGINEER.

20

-N

OV

-2

00

8 1

4:0

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=jturley

IP

_P

WP

:d0109553\6

06-35.d

gn

STATE OF NEW YORK





CONCRETE BARRIER

(CAST-IN-PLACE)


606-35

EFFECTIVE DATE: 01/08/09DEPUTY CHIEF ENGINEER

(DESIGN)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019


6

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4*

10

10

1

1

1

1

1

1

1

1

4

8

4

STRINGER

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STRAIGHT

LONGITUDINAL -2 BOTTOM (EXCEPT HALF SECTION)

STIRRUP -TYPE B UNIT

STIRRUP -TYPE C UNIT

4 10 STIRRUP STIRRUP - HALF SECTION

STIRRUP IN END TAPER SECTION NO.1









(SEE NOTE 4)

STIRRUP -TYPE A, UNIT * * 4 IN END TAPER NO.110**

4

*HALF SECTION -1 BOTTOM -2 TOP

57"

24"

34"

28"

30"

40"

45"

51"

56"

60"

66"

69"

78"

75�"

73"

37"

34"

5�"

7"

8�"

5"

5"

5"

5"

5"

5"

5"

6"

7"

8"

9"

10"

36"

1"

36"

36"

36"

34"

32"

29"

27"

25"

22"

19"

17"

15"

12"

10"

8" 20"

3"

5"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

1�"

DETAIL SHOWING END TAPER

30" TYPE "C"

I

H

A

B

C

D

E

F

G

A B C D E F G H I

12"

0

16"

10’ 20’ 30’ 40’ 50’ 60’ 70’ 80’

19�" 23" 26�" 30" 34" 37" 41"

3 INCH RADIUS (TYP.)

APPROACH FACETOP OF BARRIER

66"

7

10

7

10

2

19 6"

6"

10" R

3"

6P1

4P15

4P2A

FINISHED

GRADE

7

10

7

10

6"

6"

3"

6P1

4P15

CHAMFER OR ROUND

�" (TYP.)

CHAMFER OR ROUND

�" (TYP.)6" 2" 7"

9"

(TY

P.)

10"

19"

27" TYPE "B"

12" TYPE "C"

9" TYPE "B"

2"

7"

10" R

9"

(TY

P.)

10"

19"

3"3"

6�"u 6�"u

2" 7"

19"

10"

3"

9"

(TY

P.)

7

10

SEE NOTE

6�"u

10" R

6P1

6P1

4P15

4P2H

4P2B OR 4P2C

6P1

6P1

6"

3"

4 BARS AT 6" CTRS.

66"66"3"

u �"4 BARS AT 6" CTRS.

4P2A, 4P2B, OR 4P2C DEPENDING

ON BARRIER TYPE

6P1

6P1

4P15

4P15

4P2A, B, OR C

3"

1�" MIN.

4P15

6P1

6P1

4P2A

4P3

66"66"

4 BARS AT 6" CTRS. 4 BARS AT 6" CTRS.

66"

4 BARS AT 6" CTRS.

3"3"

4P15

6P1

6P1

4P5

4P44P15

4P5

6P1

6P1

4P6

3"

4 BARS AT 6" CTRS. 4 BARS AT 6" CTRS. 4 BARS AT 6" CTRS.

66" 66" 66"

4P114P154P15

6P1

6P1

6P1

6P1

4P10

6P1

6P1

4P9

4P8

6P1

6P1

4P144P134P11 4P12

6P1

6P1

12"

12"

2

1

JOINT FILLER

2"

C.C.

FINISH

GRADE

3"

2" 2"4"

4"

1�"

2"

MIN.

(TY

P.)

4P16 4P16

12" 7"

A

B

B

B B

CCCC

A AA A

A

A

D

6P1

6P16P1

6P1

6P1

6P1

4P15

4P15 4P11

4P5

7

10

TYPE "A" TYPE "B" OR "C" HALF SECTION

SECTION NO. 1 OF END TAPER SECTION NO. 2 OF END TAPER

SECTION NO. 2 OF END TAPER SECTION NO. 3 OF END TAPER

SECTION A-A

CROSS SECTIONS OF END TAPER SHOWING TYPE "A"

SECTION B-B SECTION C-C

SECTIONELEVATION

CONTINUITY CONNECTION FOR


PLAN

TYPICAL STIRRUPS

P16 TYPE A TYPE B OR

TYPE C

HALF SECTION

BAR LIST

NOTE:

THE 2:19 AND 7:10 SLOPES ARE TYPICAL FOR ALL CONCRETE BARRIERS AND SHALL NOT BE CHANGED EXCEPT AT END

TAPERS AND TRANSITIONS, THE BREAK BETWEEN THE 2:19 AND 7:10 SLOPES SHALL ALWAYS BE 13 INCHES ABOVE THE

FINISHED GRADE, EXCEPT IN TRANSITIONS.

1�" MIN.

COVER

1�" MIN.

COVER

1�" MIN.

COVER

FINISHED

GRADE

SECTION NO. 4 OF END TAPER

ELEVATION OF END TAPER SHOWING TYPE "A"

24"

7" 7"

24"

3"

24"

9"

3"

7"

3"

FINISHED

GRADE

3" RADIUS (TYP.)

VERTICAL DIMENSIONS IN THIS DETAIL ARE SHOWN TO THE NEAREST INCH

NOTE: BARRIER IS SHOWN IN MEDIAN. USE OPPOSITE HAND

WHEN BARRIER IS PLACED TO THE RIGHT OF TRAFFIC.

ELEVATION

PLAN

9"

10"

4�

"

3" 3" RADIUS (TYP.)

FINISHED

GRADE

3" RADIUS (TYP.)

3"

2

19

7

107

10

9"

3"

10"

12"

C

C

B

B

A

A

NOTE: END TAPER SECTIONS 1,2,3, AND 4 ARE u �" LONG - ONLY THE ENDS ARE DETAILED

12"

3" 3"

4 BARS AT 6" CENTERS

66"3"

4 BARS AT 6" CENTERS

66"

3" 3" 3"


EXCAVATED MATERIAL

(SEE NOTE 4)

C9 X 20 OR

MC8 X 18.7

FORMED HOLES FOR

THRU BOLTS

C9 X 20

MC8 X 18.7

JOINT FILLER

1’-8"

24"

20’-0"

6"

4P16 BAR

(SEE NOTE 8)

4P16 OR 6P16

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

DETAILS FOR HALF SECTION

BACK UP OPTIONS

15"

8

8

8

2’-3"

19’-8"

61" 5�"

8"

6’-8�" 6’-8" 6’-8" 6’-8�"

JOINT �" WIDE JOINT �" WIDE

�" BUTTON

HEAD BOLTS 10" LONG

WITH NUTS AND WASHERS.

BUTTON HEAD ON TRAFFIC FACE

2

1919

2 2

192

19

W6 X 9

BACKUP POST

6’-0" LONG

6"

3’-4" 3’-4"3’-4" 3’-4"

A

2’-

0"

3"

6P1

4P3

4P4

4P5

4P6

4P7

4P8

4P9

4P2A

4P2B

4P2C

4P2H

4P10

4P11

4P12

4P13

4P14

4P15

4P8

4P7

STIRRUP IN END TAPER SECTION NO.1 AND NO.2 (4 IN EACH PIECE)



4"

4"

LONGITUDINAL 4 AT EACH END EXCEPT, END SECTION NO. 3 WHICHHAS 4 AT END ABBUTING END TAPER SECTION NO. 2 AND NONE ATTHE OTHER END, END TAPER SECTION NO. 4 WHICH HAS NONE, ANDHALF SECTION WHICH HAS 2 AT EACH END.

NOTE: UNLESS SPECIFIED OTHERWISE, THE CONTRACTOR SHALL HAVE THE OPTION OF SUPPLYING

THE TYPE "A" END TAPER SHOWN ON THIS STANDARD SHEET REGARDLESS OF THE TYPE

OF BARRIER SPECIFIED. WHEN THE TYPE "A" END TAPER IS USED ON THE TYPE "B" OR "C"

BARRIERS A 20 FOOT TRANSITION PIECE SHALL BE PLACED BETWEEN THE TYPE "A" END

TAPER AND THE BARRIER SPECIFIED. WHEN THE TYPE "A" END TAPER IS USED WITH THE

HALF SECTION BARRIER EARTH BACKFILL SHALL BE PLACED BEHIND END TAPER SECTION #1

AND THE FIRST SECTION OF THE BARRIER. THE BACKFILL SHALL BE PLACED IN ACCORDANCE

WITH REQUIREMENTS OF NOTE 4.

10" X 10" X �" p

10" X 10" X �" p

FLUSH WITH

BARRIER FACE


(ACTING)

4 STIRRUP57" 3"2’-3"3"66P16 1 AT EACH END WITH CONTINUITY CONNECTION.

2 AT EACH END WITH CONTINUITY CONNECTION. *4P16 *

* SEE DETAIL OF P16 BAR AND NOTE 8.

THE 9" EMBEDMENT IS TYPICAL FOR NEW AND RECONSTRUCTED

MEDIANS.

ANY VARIATION OF THE 9" (TYPICAL) EMBEDMENT WILL BE

DETAILED ON THE PLANS.

FREE STANDING HALF-SECTION BARRIERS ON STRUCTURES,

AND SPECIAL SECTIONS WILL BE DETAILED ON THE PLANS.

HALF-SECTION BARRIERS SHALL BE BACKED UP WITH

W6 X 9 POSTS AT 80" CENTERS OR EARTH BACKFILL

PLACED IN LAYERS NOT TO EXCEED 6" AND COMPACTED

TO THE SATISFACTION OF THE ENGINEER, EXCEPT WHEN

THE METHOD FOR BACKING UP THE BARRIER IS SPECIFIED

IN THE CONTRACT DOCUMENTS. UNLESS SPECIFIED

OTHERWISE, CONTINUITY CONNECTIONS SHALL BE REQUIRED

ONLY WHEN STEEL BACKUP POSTS ARE USED.

ON HALF-SECTION BARRIER UNIT, BEND THE STIRRUP MARK

4P2H SO THAT IT WILL LIE PARALLEL TO BOTH FACES OF

THE BARRIER.

ON HIGH SPEED HIGHWAYS AND ASSOCIATED RAMPS (DESIGN OR

OPERATING SPEED w 50 MPH) THE APPROACH END OF THE

CONCRETE MEDIAN BARRIER SHALL BE TERMINATED

WITH AN END TAPER PLACED OUTSIDE THE CLEAR ZONE.

THE BARRIER SHALL CONVERGE WITH THE ROADWAY WITH A

FLARE RATE OF 1:15. IF IT IS NOT POSSIBLE TO TERMINATE

THE BARRIER OUTSIDE THE CLEAR ZONE, THE END OF THE

BARRIER SHALL BE SHIELDED WITH A PROPERLY DESIGNED

CRASH CUSHION. THE CRASH CUSHION SHALL BE PAID FOR

SEPARATELY.

ON REDUCED SPEED FACILITIES, (OPERATING AND DESIGN SPEED

< 50 MPH), AT SIGNAL CONTROLLED INTERSECTIONS, AND

AT STOP CONDITIONS, THE CONCRETE MEDIAN BARRIER

MAY BE TERMINATED WITH A TAPERED END SECTION.

THIS BAR IS NOT REQUIRED WHEN 6P16 BAR IS USED ON

THE BACKSIDE.


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STATE OF NEW YORK





PRECAST CONCRETE BARRIER

606-36


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019

4M3

(FOR USE AT EXPANSION JOINTS IN HALF SECTION CONCRETE BARRIER)

FINISHED GRADE

4M1A

4M1B

4M1C

4M1H

4M2

4M3

4M4

FINISHED

GRADE

4

4

4

4

4

4

4

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STRINGER

STRINGER

STIRRUP FOR CONTINUITY CONNECTION.

CONTINUOUS FROM EXPANSION JOINT TO EXPANSION JOINT.

STIRRUP - 4 ON EACH SIDE OF THE EXPANSION JOINT ON THE HALF SECTION

BARRIER.

LONGITUDINAL - 6 ON EACH SIDE OF THE EXPANSION JOINT EXCEPT FOR THE

HALF SECTION BARRIER WHICH HAS 3 ON EACH SIDE OF THE EXPANSION JOINT.

8"

3"

1"

1�"

1�"

1�"

5�" 3’-0"

2’-3"

LOCATIONMARK SIZE NO. LENGTH

8

8

8

8

444

6’-1"

6’-3�"

6’-6�"

12

2

2’-0"

4’-10"

USE A B C D

BAR LIST

(SEE NOTE 4)

COVERTYPE "B"

TYPE "C"

A

A

B

B

A A

D

BB

�" 1�"

4M1A, 4M1B,

4M1C, OR

4M1H

2" 9"

3"

4M4 4M4

4M2


EXCAVATED MATERIAL

(SEE NOTE 4)

FORMED HOLES FOR

THRU BOLTS

4M4

C C C

4M2

4M2

(TYP.)

�" MIN. TO

�" MAX.

SAW CUT

C

2" C

.C.

2" M

IN.

2’-3" TYPE "B"

2’-6" TYPE "C"

4M3

6"

EXPANSION JOINT

6"

10

"

6"

6"

6"

6"

6"

1’-0"

7"

W6 X 9

BACK UP POST

6’ LONG



ELEVATION

PLAN

DETAILS FOR HALF SECTION

BACK UP

1�"

3"

2 FRONT PLATES

10" X 10" X �"

1’-8"

2"

C9 X 20 OR

MC8 X 18.7

12

"

10" X 10" X �"


10"10"

TYPICAL STIRRUPS

SECTION A-A


SHOWING REINFORCEMENT

CONTRACTION JOINT DETAIL

SHOWING REINFORCEMENT

HALF SECTIONTYPE "B" OR "C"TYPE "A"

HALF SECTION4M4 TYPE "A" TYPE "B" OR

TYPE "C"

6"

�" BUTTON HEAD BOLTS

10" LONG WITH NUTS AND WASHERS

BUTTON HEAD ON TRAFFIC FACE

6"

1’-0"

NOTE: THE 19:2 AND 10:7 ARE TYPICAL FOR ALL CONCRETE BARRIERS AND SHALL NOT BE CHANGED EXCEPT AT END

TAPERS AND TRANSITIONS. THE BREAK BETWEEN THE 19:2 AND THE 10:7 SLOPES SHALL ALWAYS BE 13" ABOVE THE

FINISHED GRADE EXCEPT IN TRANSITIONS.

C9 X 20 OR

MC8 X 18.7

1�"

STIRRUP - 4 ON EACH SIDE OF THE EXPANSION JOINT ON THE TYPE "C" BARRIER.

STIRRUP - 4 ON EACH SIDE OF THE EXPANSION JOINT ON THE TYPE "B" BARRIER.

STIRRUP - 4 ON EACH SIDE OF THE EXPANSION JOINT ON THE TYPE "A" BARRIER.

CHAMFER OR ROUND

�" (TYP.)

CHAMFER OR ROUND

�" (TYP.)

1’-7"

1’-7"

1’-7"

1’-0"

2’-0"

3"

9"

3"

10

"

3"

4"

6"

6"

1�" MIN.

6"

4M2

4M3

4M1A

10

"3

"

R=10"

R=10"

9"

9"4M1H

4M1B OR

4M1C

4"

2"2"

4"

7"

6" 7"

6"

10

"

4M2

6" 6" 6"

�"

A A

CARRY 4M3 BARS

THROUGH JOINT

6"

6"

4"

6"

6"

2"

3"

4M4 OR 6M4

4M4

(SEE NOTE 12)

4M2

(TYP.)

4M3

BACKUP POST LAYOUT AT HALF

SECTION EXPANSION JOINT

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

CONTRACTION JOINT

(EVERY 20’)

6’-8" 6’-8" 6’-8" 6’-8"

3’-0"

3’-0"

3’-0"

6�"

8"

5"

3"

5"

6"

1’-8�"

JOINT FILLER IN �" JOINT

JOINT FILLER IN �" JOINT

4" 4"

2"

1�" MIN. COVER

1’-7"

1’-3"

3’-4" 3’-4"

4’-0"

AA A

THE 9" EMBEDMENT IS TYPICAL FOR NEW AND RECONSTRUCTED

MEDIANS.

ANY VARIATION OF THE 9" (TYPICAL) EMBEDMENT WILL BE DETAILED

ON THE PLANS.

FREE STANDING HALF-SECTION BARRIERS ON STRUCTURES, AND

SPECIAL SECTIONS WILL BE DETAILED ON THE PLANS.

HALF SECTION BARRIERS SHALL BE BACKED UP ON EITHER SIDE OF

AN EXPANSION JOINT OR THE BEGINNING OF A RUN WITH W6 X 9

BACKUP POSTS PLACED AT 80" CENTERS OR EARTH BACKFILL PLACED

IN LAYERS NOT TO EXCEED 6" AND COMPACTED TO THE SATISFACTION

OF THE ENGINEER, EXCEPT WHEN THE METHOD OF BACKING UP THE

BARRIER IS SPECIFIED IN THE CONTRACT DOCUMENTS. UNLESS

SPECIFIED OTHERWISE, CONTINUITY CONNECTIONS SHALL BE

REQUIRED AT EXPANSION JOINTS IN HALF-SECTION BARRIER ONLY

WHEN STEEL BACKUP POSTS ARE USED.

REINFORCEMENT IS REQUIRED IN END TAPERS. MARK 4M1 A, B, C,

OR H BARS, DEPENDING ON THE BARRIER TYPE, AND MARK 4M2 ARE

REQUIRED ONLY ON THE END ADJACENT TO THE FULL SECTION.

ON HALF SECTION BARRIER UNIT, BEND THE STIRRUP MARK 4M1H SO

THAT IT WILL LIE PARALLEL TO BOTH FACES OF THE BARRIER.

THE BARRIER SHALL CONVERGE WITH THE ROADWAY WITH A FLARE

RATE OF 1:15. IF IT IS NOT POSSIBLE TO TERMINATE THE BARRIER

OUTSIDE THE CLEAR ZONE, THE END OF THE BARRIER SHALL BE

SHIELDED WITH CUSHION WHICH SHALL BE PAID FOR SEPARATELY.

ON REDUCED SPEED FACILITIES, (OPERATING AND DESIGN SPEED <

50 MPH), AT SIGNAL CONTROLLED INTERSECTIONS, AND AT STOP

CONDITIONS, THE CONCRETE MEDIAN BARRIER MAY BE TERMINATED

WITH A TAPERED END SECTION.

THE TAPERED END SECTION SHALL BE EITHER CAST-IN-PLACE OR

PRECAST AND SHALL CONFORM TO THE DETAILS FOR TAPERED END

SECTIONS ON THE STANDARD SHEET TITLED "CONCRETE BARRIER

(CAST-IN-PLACE)" OR "PRECAST CONCRETE BARRIER".

MACHINE FORMED BARRIERS SHALL HAVE A SMOOTH FINISH AND THE

CONTRACTOR SHALL STEEL TROWEL ANY SURFACE AS DIRECTED BY THE

ENGINEER.

WHEN CONCRETE BARRIER IS PLACED ADJACENT TO PORTLAND CEMENT

CONCRETE PAVEMENT OR SHOULDERS, THE BARRIER SHALL BE

SEPARATED FROM THE CONCRETE AS FOLLOWS: REMOLDED RESILIENT

JOINT FILLER CONFORMING TO THE REQUIREMENTS OF y705-07 SHALL

BE PLACED IN THE JOINT BETWEEN THE BARRIER AND THE CONCRETE

PAVEMENT OR SHOULDER. THE REMOLDED JOINT FILLER SHALL BE � "

WIDE AND EXTEND TO THE BOTTOM OF THE CONCRETE PAVEMENT OR

SHOULDER. A RECESS OF APPROXIMATELY 1" SHALL BE PROVIDED AT

THE TOP OF THE JOINT FOR INSTALLATION OF A BACKER ROD AND

JOINT SEALANT. THE JOINT SEALANT SHALL BE A SILICONE SEALANT

APPEARING ON THE DEPARTMENT’S APPROVED LIST AND SHALL BE

APPLIED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS.

THIS BAR IS NOT REQUIRED WHEN 6M4 IS USED ON THE BACK SIDE.

FINISHED GRADEFINISHED GRADE

2’-0"

CONTINUITY PLATE DETAIL

1�" 1�"

1’-8"

1 "d (TYP.)8" O

R 9

"

c

C9 X 20 OR

MC8 X 18.78�" 8�"

4�"4�"

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STATE OF NEW YORK





MACHINE FORMED

CONCRETE BARRIER

606-37


(DESIGN)


EXPANSION JOINT

PROVIDE � " EXPANSION

1 � " SILICONE SEALANT DEPTH

WHERE TAPERED END SECTIONS ARE SPECIFIED, THE CONTRACTOR

SHALL HAVE THE OPTION OF SUPPLYING PRECAST CONCRETE END

SECTIONS OR CAST-IN-PLACE FOR THE END TAPER. THE TYPE "A" END

TAPER MAY BE USED WITH ANY TYPE BARRIER UNLESS SPECIFIED

OTHERWISE. WHEN THE TYPE "A" END TAPER IS USED WITH TYPE "B"

OR TYPE "C" BARRIERS, A 20’ TRANSITION PIECE SHALL BE PLACED

BETWEEN THE TYPE "A" END TRANSITION AND THE BARRIER SPECIFIED.

WHEN THE TYPE "A" END TAPER IS USED WITH THE HALF SECTION BARRIER,

EARTH BACKFILL SHALL BE PLACED BEHIND THE END SECTION NO. 1 OF

THE END TAPER AND THE FIRST SECTION OF THE BARRIER. THE BACKFILL

SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF NOTE 4.

STA

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Sep

tem

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1, 2

019

TWO-WAY TRAFFIC OR ONE-WAY TRAFFIC

SEE BRIDGE APPROACH PLANS



ONE WAY TRAFFIC

ONLY

BOX BEAM GUIDE RAIL TO CORRUGATED BEAM TYPE

GUIDE RAILING TRANSITION FOR ONE WAY TRAFFIC

LEAVING HAZARD STRUCTURE OR OTHER OBJECT.

CORRUGATED BEAM TYPE GUIDE RAILING TO

BOX BEAM GUIDE RAIL TRANSITION, FOR TWO

WAY TRAFFIC OR ONE WAY TRAFFIC APPROACHING

HAZARD, STRUCTURE OR OTHER FIXED OBJECT.

3"

ANGLE 7" X 4" X �"

4"

�"d HOLES

�"d HOLE IN BOX

(BOTH SIDES)

�"d CABLES

CONNECTOR

SEE DETAIL "C�"d HOLE IN BOX (BOTH SIDES)

FOR �"d BOLTS�"d HOLE FOR BOLT

�"d BOLT - 8" LONG

W/NUTS AND WASHERS

�"d HOLE IN BOX

(BOTH SIDES) FOR �"d BOLTS

�"

70’-6" PAY LIMIT FOR RAIL TRANSITION

CORRUGATED TO BOX

12’-6" 12’-6" 12’-6"

NORMAL

SPACING

12’-6" (MAX.)

6’-3" 6’-3" 4’-2" 4’-2" 4’-2" 4’-2" 4’-2" 4’-2" 1’

30’-0"

SHOULDER BREAK LINE

"W" RAIL NORMAL SPACING 6’-0"


1’ (M

IN.)

5’

BOX BEAM

33’-0" PAY LIMIT FOR RAIL TRANSITIONS - (BOX TO CORRUGATED)

TYPICAL CABLE ANCHOR. SEE DETAILS IN CURRENT STANDARD SHEET

"GUIDE RAIL TRANSITIONS-BOX BEAM TO CABLE." SPRING COMPENSATORS

ARE NOT REQUIRED AT THIS LOCATION.

1’(

MIN

.)

"W" RAIL

1’

6’

SHOULDER BREAK LINE

SEE DETAIL C

SEE DETAIL A

SEE DETAIL B

2�"

7"

2" 1�" 1�"

1�"

DETAIL CSECTION B-BSECTION A-A

12 GAUGE

PLAN

DETAIL ASECTION C-C

ELEVATION

DETAIL B

A B

A B

�"d SPLICE BOLTS. SEE "BEAM SPLICE HARDWARE"

DETAIL ON THE CURRENT STANDARD SHEET FOR


12 GAUGE

3’ 3’ 3’3’ 3’

4"

8�"

2"

C

C

�"d BOLTS

8" LONG WITH NUTS

AND WASHERS

�"d THREADED ROD

WITH NUT AND WASHER

30’-0"

PLAN

6" 6�"

�"d - 8" LONG

W/NUTS AND WASHER

PLAN

DETAIL B

�"d HOLE FOR �" BOLT

5 INTERMEDIATE POSTS

NO CONNECTION TO RAIL

5’

**

NORMAL SPACINGS 6’-0" NORMAL SPACING 12’-6" (MAX.) **3’ 3’ 4 SPACES AT 6’-0" = 24’-0"

NOTE:

ALL WORK WITHIN THE PAY LIMITS FOR RAIL

TRANSITION INCLUDING ANCHOR BLOCKS WILL

BE PAID FOR UNDER THE RAIL TRANSITION ITEMS.

2’-6" 3�" 2’-4"

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TRANSITION: BOX BEAM - W-BEAM


606-38


(DESIGN)


STA

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C),

Sep

tem

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1, 2

019

(SEE NOTE 6)

FINISHED

GRADE

C

B

D

A

1’-

4" M

IN.

D K B

C

B

A

1’-4"

CONCRETE

TRANSITION

PIECE

1’-6"

4SM2H

4SM2H

2" MIN.

COVER (TYP.)

3" C.C.

JOINT FILLER

FORMED HOLES FOR

THROUGH BOLTS

4SM5

4SM5

4SM5

5SM3

5SM2

10" X 10" X �" PLATE


1"1"

2"

5SM2

4SM1HTYPICAL CHAMFER

DETAIL

TYPICAL BACKUP POST

LAYOUT

CONTINUITY CONNECTION FOR HALF SECTION

JERSEY BARRIER

DETAIL OF SM4 BAR

ELEVATION

PLAN (BOTTOM)

PLAN (TOP)

B

B

A

A

ISOMETRIC VIEW - FRONT SIDE ISOMETRIC VIEW - BACK SIDE

NOTE: EARTH BACKUP SHALL CONSIST OF FULLY COMPACTED

SUITABLE MATERIAL CONFORMING TO SUBSECTION 203-1.08

HAVING NO PARTICLES GREATER THAN 1�" AND

COMPACTED IN ACCORDANCE WITH SUBSECTION 203-3.12.

EARTH BACKUP SHALL EXTEND FULL HEIGHT FROM THE POINT

WHERE SECTION A-A IS DRAWN TO A POINT 6’ 5" FROM WHERE

SECTION B-B IS DRAWN.

CONCRETE HALF SECTION

TRANSITION BARRIER

WITH EARTH BACKUP

CONCRETE HALF SECTION

TRANSITION BARRIER

WITH BACKUP POST

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

H

HALF SECTION

BARRIER

3’-4" 3’-4"

6’-8" 6’-8" 6’-8" 3’-4"

C9 X 20 OR

MC8 X 18.7

(1’-8" LONG MIN.)

7"

�" X 14" BUTTON HEAD

BOLTS WITH NUTS

AND WASHERS

FINISHED GRADE

C9 X 20 1" OR

MC8 X 18.7

(1’-8" LONG MIN.)

2"

4"

4" 3"

1�"

2" (TYP.)2’-9" 2’-9"

4SM1H AT 6"

5SM2

4SM1H AT 6"

W6" X 9" OR

W6" X 8.5"

BACKUP POST

1’ 0"

1’-0"

2

1

1’-3" 1’-7"

3"

9"9"

3"

10

"1’-7"

2’-8"

10

7

19

2

6"

19

2

5SM2

R= 10"

2" MIN. COVER

(TYP.)

4SM1H

6"

6"

4"

5SM1

5SM2

4SM6

4SM2H

6"

6"

4"

5SM110"

2" MIN. COVER

(TYP.)

2’-8"

(TY

P.)

FINISHED GRADE


1’-7" 1’-7"

5�"

10"

1’-6"

10’-0"

10’-0"

FINISHED GRADE

6"

6"

10"

10"

20’-0"

10"

6"

6"

4’-0"

2’-0"

4SM5

5 SM3

4SM2H, 4SM3H

(2)- 4SM4 OR (1)- 6SM4 (2)- 4SM4 OR (1)- 6SM4

(2)- 4SM4 OR

(1)- 6SM4

(SEE NOTE 6)

D=

6"

R=3"

(2)- 10" X 10" X �" p

MARK NO. LENGTH USE A B C D H K LOCATION


AT CORRUGATED RAIL END AND AT 2’-9"

FROM MIDPOINT

4 AT EACH END



SEE DETAIL OF SM4 BAR

4SM1H

4SM2H

4’-6"

4’-9"

4’-9"

2’-0"

19’-8"

19’-8�"

STIRRUP

STIRRUP

STIRRUP

STRINGER

STRINGER

STRAIGHT

6"

3’-0"

3’-0"

2’-3" 3"

3"

17’-7"

6"

4

3

8

1

1

1

4SM5

5SM1

5SM2

6SM4

5�"

1�"

BAR LIST

SIZE

4

4

4

5

5

6

19’-8" STRINGER

STIRRUP 3’-0"3

15SM3

4

5

4SM3H VARIES

4’-6" - 4’-9"

1�"

13’-9" 4’-0"

2’-1"4�"

4"1’-11"

1"

18’-4" 1’-4"4" LONGITUDINAL 1 IN TOP

3 AT CORRUGATED RAIL END

NOTE: ALL BARS ARE TO BE EPOXY COATED

VARIES

2�" - 6"

2 AT EXPANSION JOINT SIDE4’-9" STIRRUP 2’-3" 3" 6"24SM4 4

1’-7"

4SM2H

4SM3H

1’-7"

4SM2H

4SM2H AT 6"

5�"

2’-0" 4’-0"

1’-3"

10’-0" 10’-0"

6"

2’-0" 4’-0"

10

"

5SM3

6"

4SM2H

5SM1

4SM2H


MATERIALS SHALL CONFORM TO SUBSECTION 606-2.14, TRANSITIONS CONSTRUCTED OF, OR

WITH, CONCRETE.

CONSTRUCTION SHALL CONFORM TO SUBSECTION 606-3.19, TRANSITIONS CONSTRUCTED OF, OR

WITH, CONCRETE.

UNLESS INDICATED OTHERWISE: EXCAVATION SHALL BE PERFORMED IN ACCORDANCE WITH

SUBSECTION 206-3.01. GRANULAR BACKFILL SHALL CONFORM WITH SECTION 304 AND SHALL

MATCH THE SUBBASE COURSE TYPE USED ON THE ADJACENT ROADWAY.

CONTINUITY CONNECTION SHALL BE GALVANIZED.

IF THE 6SM4 BAR IS USED, THEN 4SM4 BARS NEED NOT BE USED.

FOR RAILING LAYOUT AND DETAILS SEE STANDARD SHEETS TITLED "TRANSITION HPBO - SINGLE

SLOPE HALF SECTION".

CONCRETE TRANSITION PIECE SHALL BE BACKED UP WITH EARTH OR BACK-UP POSTS FOR ITS

ENTIRE LENGTH.

B=2’-3"

*

*

* SEE NOTE 6

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TRANSITION: HPBO - JERSEY SHAPE


606-40


(DESIGN)


STA

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(US

C),

Sep

tem

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1, 2

019

TRAFFIC TRAFFIC

MARK NO. LENGTH USE A B C D H K LOCATION

B

D K B

B

D

1’-6"

20’-0"

2’-0"

4SM6H

TYPICAL LAP

2’-0"

4SM3H

4SM2H 4SM3H

11’-4"

7’2"

1’-6"

8’-8"

11’-4"

FINISHED

GRADE

4SM1H

4SM2H

4SM4H

4

4

VARIES FROM

VARIES FROM

6’-1" - 6’-3"

7’-0"

7’-0" - 7’-5"

2’-6"

13’-2"

19’-9"

19’-8"

13’-2"

8’-6"

STIRRUP

STIRRUP

STIRRUP

STRAIGHT

STRINGER

STRINGER

STRINGER

STRINGER

STRINGER

VARIES FROM

1’-1" - 1’-6"

3’-0"

3’-0"

3’-0"

11’-2"

1�"

1�"

1�"

VARIES FROM

3" - 4"

11’-2"

11’-2"

11’-2"

7’-2"

1�"

6"

4"

2’-0"

8’-6"

8’-6"

2’-0"

1’-4"


AT 2’-9" FROM THE MIDPOINT OF

THE BARRIER UNIT


4 AT EACH END






1 IN BOTTOM

2’-7"

1"

4SM4H

FINISHED

GRADE

FINISHED

GRADE

SEE

NOTE 5

6�"

2’-0"

4SM1H

C

C

1�" MIN. COVER

(FOR 4SM1H BARS)

4SM2H

4SM5

4SM5

4SM5

4SM5

4SM5

4SM5

5SM1

5SM1

5SM1

5SM2

5SM2

5SM2

5SM2

5SM2

5SM3

5SM3

5SM3

5SM35SM3

5SM4

5SM4

5SM4

5SM5

5SM5

5SM5

5SM5

5SM5

1

8

3"

4"

6"

6"

9"

11

"

2"

6"

BAR LIST

NOTES:

1.

2.

3.

4.

5.

DEPARTURE SIDE ISOMETRIC

PLAN (BOTTOM)

REINFORCEMENT ELEVATION

PLAN (TOP) SECTION A-A SECTION B-B

4SM4H AND 4SM3H 4SM2H AND 4SM1H

5SM1 THRU 5SM5TYPICAL CHAMFER

DETAIL

1"

1"

H

A

A

4SM1H AT 6"

4SM1H AT 6"

4SM4H AT 6"

2’-9"2’-9"

2" (TYP.)

6"

A

A

B

B

FINISHED

GRADEA

A

B

B

APPROACH SIDE ISOMETRIC

7"

6"

3"

10

"1’-7"

R= 10"

2"

(TYP.)

6"

6"

4"

4�"

9"

2" MIN.

COVER

1’-5

�"

1’-10"

1

1

1

1

1

VARIES FROM

5" - 5�"

�"

1’-10"

1’-5�"

1’-5�"

1’-10"

1’-10"

SURFACE SHALL BE SMOOTH.

MATERIALS SHALL CONFORM TO y606-2.14, TRANSITIONS CONSTRUCTED OF, OR WITH,

CONCRETE.

CONSTRUCTION SHALL CONFORM TO y606-3.19, TRANSITIONS CONSTRUCTED OF, OR WITH,

CONCRETE.

UNLESS INDICATED OTHERWISE, EXCAVATION SHALL BE PREFORMED IN ACCORDANCE WITH

y206-3.01. GRANULAR BACKFILL SHALL CONFORM WITH SECTION 304 AND SHALL MATCH THE

SUBBASE COURSE TYPE USED ON THE ADJACENT ROADWAY.

FOR CORRUGATED MEDIAN BARRIER TRANSITION DETAILS SEE STANDARD SHEET TITLED

TRANSITION: HPBO MEDIAN - CONCRETE WALL. (2 SHEETS).

1’-10"

1’-6"7’-2"11’-4"

SIZE

4

4

4

4

5

5

5

5

5

4SM3H 7’-5" STIRRUP 1’-6" 3’-0" 1�"AT 2’-9" FROM THE MIDPOINT OF

THE BARRIER UNIT14

7�" 1’-�"

3"

20

-N

OV

-2

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8 1

4:0

5

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STATE OF NEW YORK





TRANSITION: CONCRETE WALL- JERSEY MEDIAN


606-41


(DESIGN)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

E

D

C

B

A

2’-0"2’-0"2’-0" 2’-0"

B

D

21:4

19:2

10:7

c

10

"

4"

1’-4"

MIN. COVER

3"

1’-0"

1’-9"

1’-0"1’-0"

3"

ccc

9"

2’-2�"

1’-5

�"

A B C D

E

2"

2’-�"

A

1’-�"

FINISHED GRADE

BEND LOWER 6" OF

BAR TO LIE PARALLEL TO

SURFACE, SEE NOTE 5

R= 10"

(TYPICAL)

(VANISHES)

2"

20’-0" PAY LIMIT

C

CC

C

4SM1 6" C.C.

FOR 4SM1 BAR

4SS1

4SS1

5ST1

5ST1

5ST1

1"

1"

A

B

D

D

6"

MARK SIZE NO. LENGTH USE A B C D

4SM4

4 STIRRUP 10" 1�"

STIRRUP 1�"

6’-8�" STIRRUP 1�"

STIRRUP

STRAIGHT

BAR LIST

4SM1

4SM2

4SM3

4SS1

5ST1

#4

#5

1

4

8

4

VARIES

7’-9�" TO 7’-11"

7’-2"

VARIES

6’-2�" TO 6’-4"

2’-6"

19’-8"

8�"

7"

5�" 1�"

VARIES

3’-9" TO 3’-10"

3’-6"

3’-3�"

4"

3�"

LOCATION

4 AT 6" CENTERS AT END ADJACENT TO THE

SINGLE SLOPE BARRIER

5’-5�" FROM 4SM1 BARS

5’-5�" FROM 4SM4 BARS

4 AT 6" CENTERS AT END ADJACENT TO THE

JERSEY BARRIER

4 AT EACH END OF TRANSITION

LONGITUDINAL 2 IN TOP - 2 IN BOTTOM

BARS ARE TO BE EPOXY COATED GRADE 420


MATERIALS SHALL CONFORM TO y606-2.14, TRANSITIONS CONSTRUCTED

OF, OR WITH, CONCRETE.

CONSTRUCTION SHALL CONFORM TO y606-3.19, TRANSITIONS CONSTRUCTED

OF, OR WITH, CONCRETE.

UNLESS INDICATED OTHERWISE:

EXCAVATION SHALL BE PERFORMED IN ACCORDANCE WITH y206-3.01* GRANULAR

BACKFILL SHALL CONFORM WITH y304 AND SHOULD MATCH THE SUBBASE COURSE

TYPE USED ON THE ADJACENT ROADWAY.

BENDING OF BOTTOM OF STIRRUPS SHOWN IN SECTION E-E IS NOT NECESSARY,

PROVIDED COVER REQUIREMENTS ARE SATISFIED.

NOTES:

1.

2.

3.

4.

5.

STANDARD (NJ)

SHAPE CONCRETE

BARRIER

2"

4"

3"

6"

6"

5ST1 4SS1

4SM2

4SM3

5ST1

4SM4 6" CENTER TO CENTER

4SS1

2" TYPICAL

2" 4"

3"

FINISHED GRADE

SINGLE SLOPE

CONCRETE BARRIER

2"

3"

1’-4"

1’-7"

10

"

7"

6"

4"

2"

4"

10"

1�" MIN.

COVER FOR

4SM4 BAR

3"

9"

3"

CHAMFER

(SEE DETAILS)

6�"

1’-1�"

1�"1�"

5ST14SM4

CHAMFER

(SEE DETAILS)

5ST1

2’-8"

5ST1

CHAMFER

(SEE DETAILS)

CHAMFER

(SEE DETAILS)CHAMFER

(SEE DETAILS)

R = 10"

(TYP.)

9"

7�"

10

�"

R = 10"

(TYP.)

2’-10�"

1’-0"

3"

10

�"

9�"

4"7"4"

1’-5"

4"

5"

c

R = 10"

(TYP.)

5ST1

1" 1"

9�"

1’-8�"

�"

�"

2’-0"

1’-0"

9"

3"

R = 10"

(TYP.)

2�"

FINISHED GRADE

5ST1

SECTION A-A SECTION B-B SECTION C-C SECTION D-D SECTION E-E

STIRRUP

4SM1

STIRRUP

4SM2

STIRRUP

4SM3

STIRRUP

4SM4

ELEVATION VIEW

TRANSITION - ISOMETRIC


(ALL SECTIONS)

#4

#4

#4

#4

1

STRINGER

3"

3"

5’-0" 5’-0" 5’-0"

1’-2

�"1

1�"

2’-7

�"

4�"

9�"

2"

3’-

6"

8"

5’-6"5’-6"

FINISHED GRADE

5ST1

5ST1

7�"

3’-3

�"

4SM1

EXPANSION JOINT

PROVIDE FOR �" OPENING.

PLACE 1" X 1"

JOINT FILLER (TYP.)

VARIES

3’-0" TO 3’-1"

A AA AAA

4"

6"

D

9"

20

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53

\60

6-4

2.d

gn

STATE OF NEW YORK





TRANSITION: CONCRETE BARRIER BETWEEN

STANDARD (NJ) AND

SINGLE SLOPE CONCRETE SHAPES

606-42


(DESIGN)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

‚"

ƒ" ƒ"

DEFLECTION CLEARANCE

POST SPACING 6'-3" TYPICAL

24"

FIXED OBJECT

MIN.

CL

EA

R

TRAFFIC

SPACING 6'-3"

3'-1•" C. TO C.

PAVEMENT

ED

GE

OF

SH

OU

LD

ER

R•"

POST SPACING

(SEE NOTE 2)

R•"

TYPICAL POST

R•"

BOLTd †"

HOLE FORd•"

†"

•" 1‚"

X ˆ" DEEPd 1"

RECESS

1̂ "

Œ"

8"

1Š"

1‚"

“"

SPLICE BOLT HEX NUT

3"

6"

4•"

THE SAME AS STANDARD POST

PLATES AND WELDS SHALL BE

POST, EXCEPT FOR LENGTH,

NOTE:

1"

2'-

5"

10"

SHEET

3‚"

2‚"

2Š

"3‚

"3‚

"2

Š"

THICKNESS

cSYMMETRICAL ABOUT

Œ"

1˜"

u12‚

"

SHOULDER

†" X •" OVAL

(WITHOUT CURB)

SHOWN PAST FIXED OBJECT

BLOCKED-OUT GUIDE RAIL

TYPICAL SECTION FOR CORRUGATED

RAIL ELEMENT

SHOWN WITH SOIL PLATE

EXTRA LONG POST

TOP VIEW OF OFFSET BLOCK


ASSEMBLY DETAIL

GUIDE RAIL POST

WHEN SET BACK FROM CURB

RAIL HEIGHT DETERMINATION

NEXT TO CURB

RAIL HEIGHT DETERMINATION

NUT

FLAT WASHER

4"

2'-

6"

7'-

0"

1'-

4•

"2'-

0"

3'-

7•

"

12"

3‚" 6"7•"

12"

1"

SHOULDER BREAK

2'-

5"

(SEE

2

2

2-10

4"

PLANS, SEPARATE PAYMENT

STRIP IF SHOWN ON

VEGETATION CONTROL

R•"

1'-

4•

"2'-

0" 1•

"

2'-

6"

6'-

0"

1„

"

‰"

Š"

ˆ"

W6 X 9 POST

W6 X 8.5 OR

W6 X 9 POST

W6 X 8.5 OR


WITH 2 WAY TRAFFIC USE


•"

†"

(SHOWN WITH SOIL PLATE)

STANDARD POST

ST

RU

CT

UR

E

ƒ"

VEGETATION CONTROL STRIP TO STRUCTURE

FOR A DISTANCE OF 10' OR MORE, EXTEND

WHEN STRUCTURE IS CLOSER THAN 6' TO POST,(SEPARATE PAYMENT)

STRIP IF SHOWN ON PLANS

VEGETATION CONTROL


-10" LONGd†"

ALL RUNS OF GUIDE RAIL ARE TO BE ANCHORED AT BOTH ENDS.

6.

5.

4.

C.

B.

A.

3.

2.

1.

NOTES:

NOTE 5)

(SEE NOTE 5)

(SEE NOTE 2)

p‚" X 8" X 24"

GUIDE RAIL PAST FIXED OBJECTS

(BETWEEN 24 INCHES AND 48 INCHES)

2'-

5"

(SEE NOTE 4)

6" X 8" X 14"

SYNTHETIC OR TIMBER


GREATER THAN 1'-0"

REQUIRED CURVATURE. PAYMENT WILL BE MADE UNDER THE APPROPRIATE ITEM.

BEAMS TO BE ERECTED ON A RADIUS OF 150'-0" OR LESS SHALL BE SHOP WORKED TO THE

SURFACE UNDER THE FACE OF THE RAIL WHEN THE OFFSET IS GREATER THAN 1'-0".

MEASURED FROM THE PAVEMENT WHEN THE OFFSET IS 1'-0" OR LESS AND TO THE GROUND

BARRIER PLACED BEHIND THE CURB (REGARDLESS OF CURB HEIGHT OR SPEED) SHALL BE

CURB TO FACE OF RAIL. THE RAIL MOUNTING HEIGHT OF ALL GUIDE RAIL OR MEDIAN

THE OFFSET OF THE GUIDE RAIL OR MEDIAN BARRIER SHALL BE MEASURED FROM FACE OF

SYNTHETIC BLOCKOUTS ARE AS SHOWN.

DIMENSIONS OF THE TIMBER BLOCK OUTS ARE NOMINAL. DIMENSIONS OF PLASTIC AND

APPROVED BY THE ENGINEER.

BARRIER AND TRANSITIONS (MAINTENANCE SUPPORT", TO THE FOOTING USING A METHOD

SHOWN IN THE "BASE PLATE DETAIL" ON THE STANDARD SHEET TITLED "HPBO MEDIAN

LENGTH BY CUTTING OFF THE LOWER END AND WELD THE 15•" X 9 BASE PLATE, AS

LESS THAN 1'-6" - EXCAVATE TO THE FOOTING, SHORTEN THE POST TO THE REQUIRED

ENCASEMENT EXTENDING FROM THE TOP OF THE FOOTING TO THE GROUND SURFACE.

CONCRETEdBOTTOM OFF THE POST AND PLACE THE POST IN A 1'

1'-6" TO 2'-3" - SHORTEN THE POST TO THE REQUIRED DEPTH BY CUTTING THE

BOTTOM OFF THE POST.

2'-3" TO 4'-8" - SHORTEN THE POST TO REQUIRED DEPTH BY CUTTING THE

BE EMPLOYED DEPENDING ON AVAILABLE DEPTHS:

GUIDE RAIL AND A CONCRETE FOOTING, ONE OF THE FOLLOWING METHODS SHALL

IF THERE IS INSUFFICIENT DEPTH BETWEEN THE SURFACE OF THE GROUND AT THE

STEEL SOIL PLATES SHALL BE USED IN AREAS OF 3'-1•" POST SPACING.

7"

8"

FRONT VIEW OF OFFSET BLOCK

1-„"

23-

MA

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606-4301_050814_e1.d

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ERRATA 1 EFF. 09/01/2018

(SHEET 1 OF 8)


HPBO GUIDE RAILING AND TRANSITIONS

606-43


(ACTING)



‚"

‚"

‚"

7"

14"

SOIL PLATES TO BE USED ON ALL POSTS WITH 3'-1•" OR LESS SPACING

4 SPACES AT 3'-1•" BEFORE FIXED OBJECT

STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

REMARKSSECTION

TANGENT

DIMENSION

MIDDLE

OFFSET

TOTAL

4'-

0"

EDGE OF SHOULDERR

TYPICAL DEPARTURE END HEAVY POST BLOCKED-OUT GUIDE RAIL

EDGE OF SHOULDER

TRAFFIC

TYPICAL TERMINAL RAIL

ELEVATION ANCHORAGE UNIT

POST "A"

POST "B"

POST "C"

(ONE WAY TRAFFIC ONLY)

ASTM A 307 GRADE "C"

TH

RE

AD

ƒ"-10

MOUNTING BRACKETS

HOLE TYP.d•"

n90

PLAN

CONCRETE ANCHOR

ELEVATION

1

12

3'-

8"

TY

P.

POSTS "B" POSTS "C"

GROUND LINE

POST ASSEMBLY

R=215'

SPACING AS SHOWN ON PLANS

BARRIER" STANDARD SHEET

CORRUGATED MEDIAN

SEE DETAIL "HPBO

END SECTION

SURFACE BELOW BARRIER

POST "A"

POST "B"

POST "C"

POSTS "A"

5.

4.

3.

2.

1.

NOTES:

MID

DL

E

DI

ME

NSIO

N

(SE

E

TA

BL

E

AN

D

NO

TE 1)

1'-

6"

(SE

E

TA

BL

E

AN

D

NO

TE 1)

TO

TA

L

OF

FS

ET

6'-3"

6'-3"

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 2

NOTE 1

22'-9"

20'-7"

18'-5"

16'-3"

14'-1"

11'-11"

9'-9"

3'-3"

112'-6"

100'-0"

87'-6"

75'-0"

62'-6"

50'-0"

37'-6"

0'-0"

POST "A"POST "B"

POST "C"

POST "B"POSTS "A" AND "C"

4" WIDE TYPICAL

ANCHORAGE UNIT-PAY L

IMIT

d1"

X 1•" LONGd †"

X 1•" LONGd †"

X 1•" LONGd†"


FOR POST "C"

HOLE dƒ"

(TYPICAL)

RAIL ELEMENT

ENTIRE LENGTH ARE ACCEPTABLE

THREADED. RODS THREADED FOR

TOP OF THE RODS SHALL BE

A MINIMUM OF 4" AT THE

NOTE:

=215'

POST HOLE LOCATIONS

TYPICAL APPROACH END HEAVY POST BLOCKED-OUT GUIDE RAIL

31'-0"

28'-10"

26'-8"

24'-6"

22'-4"

20'-2"

18'-0"

11'-6"

POSTS "A", "B", AND "C"

POSTS "A" AND "B"

HOLE FORdƒ"

ANCHORd SEE DETAIL FOR ƒ"

RODS NOT TO PROTRUDE OVER TOP OF RAIL.

RODS WITH GALVANIZED NUTS.d (8)- ƒ"

AT 3" CENTERS

HOLESd(10) - 1"

IN RAIL FOR POSITIONING)

RODS (TWO SPARE HOLES

ANCHORdFOR (8)- ƒ"

IN RAIL AT 3" CENTERS

HOLESd(10)- 1"

GROUND LINE

ƒ" X 2•"

#3 BAR CLASS "A" CONCRETE

#3 BAR

RAIL ROTATED

d4•"

3"

MIN.

4"

MIN.

ž" X 1„"

3"

MIN.

CO

VE

R

10•"

6‚"

9"

BRACKET (TYP.)

STEEL MOUNTING

GALVANIZED

IN RURAL AREAS AND 45 MPH OR LESS IN URBAN AREAS

CLEAR ZONE ONLY WHEN OFF-PEAK 85TH PERCENTILE SPEEDS ARE 30 MPH OR LESS

THE ANCHORAGE UNITS DEPICTED HEREIN ARE PERMITTED AT APPROACH ENDS WELL INSIDE THE

CURVE SHALL BE LOCATED.

UNTIL THE OFFSET IS 8'-0" AT WHICH POINT THE P.C. OF THE 215'-0" RADIUS

THAN 8'-0", THE RAIL SHALL FLARE BACK ON A 1:15 FROM THE POINT OF NEED

WHEN THE DISTANCE FROM THE EDGE OF PAVEMENT TO FACE OF BARRIER IS LESS

TO BE USED WHEN FIELD CONDITIONS WARRANT THIS TOTAL OFFSET.

18'-0", INCREASE THE APPROACH RADIUS TO FIT THE CONDITIONS.

POINT OF NEED, WHEN FIELD CONDITIONS WILL NOT PERMIT A TOTAL OFFSET OF

MINIMUM LENGTH OF TANGENT SECTION TO BE USED WHEN FIXED OBJECT IS AT

USE ONLY WHEN THE GUIDE RAIL CAN BE CARRIED FULL HEIGHT INTO THE BACK SLOPE.

THE MIDDLE DIMENSIONS AND THE TOTAL OFFSET ARE MEASURED FROM THE EDGE OF SHOULDER.

LA

ST

POIN

T

OF

RE

DIR

EC

TIO

N

RE

DIR

EC

TIO

N

POIN

T

OF

7‚

"

*7‚

"

14•

"

21ƒ

"

PROVIDE A SMOOTH TRANSITION

MAY BE FIELD ADJUSTED TO

* TO TOP OF POST

n451

1•

"

7"

1'-•"

6‚"

… "

2…"2…"

8‡

"

1'-•"

6‚"

…"

8‡"

TANGENT SECTION (SEE TABLE)

37'-6"

6'-3"

ANCHORAGE UNIT-PAY LIMIT

6'-3"

6'-3"

6'-3"6'-3"

6'-3"6'-3"

6'-3"

1'-

6"

3'-0"

3'-

0"

3'-

8"

3'-

3"

n90

7"

7"

ƒ"

2…

"

ƒ"

3"

14•

"

21ƒ

"

2'-

5"

3'-

3"

•"

R

•"R

BEAM GUIDE RAIL

FOR WEAK POST CORRUGATED

SEE CURRENT STANDARD SHEET

END OF RAIL

MEDIAN BARRIER" FOR DIMENSIONS OF THIS

SHEET TITLED "WEAK POST CORRUGATED BEAM

SEE TYPICAL RAIL SECTION ON THE STANDARD

BEAM GUIDE RAIL

FOR WEAK POST CORRUGATED

SEE CURRENT STANDARD SHEET

SHEET 1 of 3

FOR DETAILS SEE DWG. 606-07

TOP PLATE ‚"x3'x2'-3"

OR W6X9

W6X8.5

TOP OF POST

7"

4" 4"4"

7"

2…

"2

…"

1"

1"

1"

23-

MA

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606-43


ERRATA 1 EFF. 09/01/2018

(SHEET 2 OF 8)





"A"POST "B"POST "C"POST

(ACTING)


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

OD


TRAFFIC

TRAFFIC


(SEE NOTE 11)

(SEE NOTE 1)

THIRD POST

OD

L


(SEE NOTE 3)

OBSTACLES AND TRAVERSABLE


R

R

R

L DESIRABLE LENGTH OF NEED (FT.) (SEE NOTE 8)

(8) BREAKAWAY POSTS PLUS (1) REGULAR POST


(SEE NOTE 4)

OBSTACLES AND TRAVERSABLE (SEE NOTE 3)



TRAFFIC

GUIDE RAIL

20’

ME

AS

UR

ED

(SE

E

NO

TE 3)

FR

OM

BA

CK

OF

RAIL

(SEE NOTE 11)OFFSET

(SEE NOTE 2)

8 SPACES AT 6’-3" (TYP.)

DETAIL 3 - OPTION 1 - 1:50 FLARE

DETAIL 3 - OPTION 2 - 1:25 FLARE AT POST 5

8 SPACES AT 6’-3" (TYP.)

FLARE 1:50 MAX. 52 FT.PARALLEL TYPE END TERMINAL INSTALLED

FLARE STARTS AT POST 5 1:25 MAX.PARALLEL TYPE END TERMINAL INSTALLED

POST 5

ANGLE POINT

ANGLE POINT

(SEE NOTE 2)

(SEE NOTE 2)

(SEE NOTE 11)

(SEE NOTE 11)

TRAFFIC

DETAIL 4 - GRADING DETAILS

DISTANCE VARIES (SEE NOTE 7)

BREAK FROM PLANS

SLOPE AND SHOULDER

SLOPE BREAK

(SEE NOTE 6)

1:10 OR FLATTER



BREAK FROM PLANS

SLOPE AND SHOULDER

(SE

E

NO

TE 6)

TR

AN

SITIO

N

OP

TIO

NS

SL

OP

E

BR

EA

K

OF

FS

ET

OF

FS

ET 3’

BA

CK

OF

PO

ST

MINI

MU

M

SL

OP

E

BR

EA

K

(SEE NOTE 11)

LI

MIT

OF

SP

ECIA

L

GR

ADIN

G

AR

EA

DETAIL 5 - SECTION THROUGH SPECIAL GRADING AREA

ROUND TO 4’ VERTICAL CURVE

SLOPE BREAK POINT

SHOULDER

(SEE NOTE 10)

VARIES 3’

NOTE 6)

(SEE

DISTANCE VARIES (SEE PLANS)

1:4 OR FLATTER PREFERRED

1:3 MAX.


OBJECT

SHIELDED

L = 72’ + 5.67 L (FREEWAY, PARKWAY)

L = 72’ + 3.7 L (ELSEWHERE)

OBJECT

SHIELDED

OF GUIDE RAIL

THEORETICAL LINE

OD

OD

BREAKAWAY STEEL POST

FLATTER PREFERRED)

1:3 MAX. (1:4 OR

OR SHOULDER AS SHOWN ON PLANS

AS SHOULDER PREFERRED)

VEGETATION CONTROL STRIP (SLOPE SAME

OF GUIDE RAIL

THEORETICAL LINE

15

1

VEGETATION CONTROL STRIP AND SHOULDER NOT SHOWN

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTES:

TRANSITIONS TO 29" HPBO BARRIER SHALL BE MADE OVER THE LAST TWO SECTIONS OF BARRIER.

THE 2ND POST DOES NOT HAVE A BLOCK-OUT EXCEPT THE ET2000 END TERMINAL.

SEE MANUFACTURER’S DRAWINGS FOR DETAILS. POSTS SHALL BE STEEL BREAKAWAY POSTS, AS INDICATED IN CONTRACT DOCUMENTS.

160’ IF OPERATING SPEED IS < 45 MPH.;BUT < 55 MPH

45 MPHw 260’ WHERE OPERATING SPEED IS ; 55 MPHwSHOULD BE 360’ ON FACILITIES WHERE OPERATING SPEED IS

FOR NON-BYPASSABLE OBJECTS AND HAZARDS OF WIDE LATERAL EXTENT WHERE CLEAR AREA IS 30’ OR WIDER, LENGTH OF NEED

LENGTH OF NEED MAY BE ADJUSTED, AS APPROVED BY ENGINEER, TO SUIT FIELD CONDITION, (SEE DETAIL 2).

TYPICAL POINT UPSTREAM OF THE PARALLEL TYPE END TERMINAL AND THE EMBANKMENT WIDTH AT THE FIRST POST.

THIS DISTANCE VARIES. LENGTH TO BE 15 OR MORE TIMES THE DIFFERENCE IN EMBANKMENT WIDTHS AT A

NORMAL SLOPE BREAK OFFSET BETWEEN POSTS 5 AND 9.

BE 3’ BEHIND POSTS 1 THRU 8. IF DIRECTED BY THE ENGINEER, THE SLOPE BREAK MAY BE TRANSITIONED TO THE

SLOPES BETWEEN EDGE OF PAVEMENT AND SLOPE BREAK SHALL BE 1:10 OR FLATTER. SLOPE BREAK SHALL

SEE APPROVED MANUFACTURERS DRAWINGS FOR DETAILS OF PARALLEL TYPE END TERMINALS.

OF EITHER 65’ OR (15+3.7 L ) FT.

IF CONDITIONS REQUIRE, RECOMMENDED MINIMUM DISTANCE TO SHIELDED OBJECT MAY BE REDUCED TO THE HIGHER

TO UNSHIELDED ROADSIDE AREAS UPSTREAM OF THE END TERMINAL.

IF TOTAL CLEARANCE IS NOT POSSIBLE, THIS AREA SHOULD BE CLEARED TO THE EXTENT THAT IT BECOMES SIMILAR

BE A MINIMUM OFFSET OF 10’ FROM THE EDGE OF TRAVELED WAY TO THE FIRST POST.

OFFSET AS SHOWN OR DIRECTED BY ENGINEER. FOR MAINTENANCE PURPOSES, IT IS RECOMMENDED THAT THERE

PARALLEL TYPE END TERMINAL TYPICALLY REDIRECTS STARTING WITH THE THIRD POST FROM THE FREE END.


HEAVY POST

SEE NOTE 12


HEAVY POST

SEE NOTE 12

HPBO GUIDE RAIL

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606-43


SEE NOTE 12


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DETAIL "C"

HOLESd ‡"

2•

"

4"

2" 1ƒ" 1ƒ"

3"

7"

FOR UNDER THE RAIL TRANSITION ITEMS.

ALL WORK WITHIN PAY LIMITS FOR RAIL TRANSITION WILL BE PAID

NOTES:

(BOTH SIDES)

HOLE IN BOXd ‡"

DETAIL "B"

ELEVATION

A

AB

B

12 GA.

3•" 2'-6"

DETAIL "B"

PLAN

AS NEEDED

CUT AND WELDNUTS AND WASHER

8" LONG WITH

BOLTd Œ"

HOLE FOR BOLTd †"

FOR ƒ" BOLT

(BOTH SIDES)

HOLEd ‡"

AND WASHERS

LONG WITH NUTS

BOLT 8"d ƒ"

6"

SECTION C-C

DETAIL "A"

PLAN

ONE WAY TRAFFIC

OR

TWO WAY TRAFFIC

ONE WAY TRAFFIC

FIRST HEAVY POST

3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 6'-0"

NORMAL SPACING 6'-3"

BEAM TRANSITION

BLOCKED-OUT CORRUGATED

BOX BEAM TO HEAVY POST



*SEE BRIDGE APPROACH PLANS

PLAN

C

C

WITH NUT AND WASHER

THREADED RODd ƒ"

NUTS AND WASHERS

8" LONG WITH

BOLTSd ƒ"

CABLESd ƒ"

CONNECTOR

(SEE DETAIL "C")

4"

12" TYP.

6‚"

10•"

PAY LIMIT FOR RAIL TRANSITIONS

1'

BOLTSd FOR ƒ"

(BOTH SIDES AND W-BEAMS)

HOLES IN BOXd (3)- ‡"

SINGLE W-BEAM

TWO W-BEAMS NESTED


2'-3"

1•

"

RAIL REQUIRED)

(NO CONNECTION TO GUIDE

THREE INTERMEDIATE POSTS

2'-6"

2"

•"

8•"

12 GA.

30'-0"

GUIDE RAIL

BOX BEAM


HEAVY POST BLOCKED-OUT (HPBO)

SEE DETAIL "C"

SEE DETAIL "A"

4"

5'-

0"

ACCOMPLISHED OVER TWO 12'6" LENGTHS OF HPBO

THE CHANGE FROM 29" HPBO TO 27" BOX BEAM IS

AND HPBO (MOD) MEDIAN) SPRING COMPENSATORS ARE NOT REQUIRED AT THIS LOCATION

(SEE DETAIL IN THE STANDARD SHEET TITLED "TRANSITION: BOX MEDIAN TO WEAK POST

TYPICAL ANCHOR AND CABLE INCLUDED IN RAIL TRANSITION PAYMENT.

GUIDE RAILING

WEAK POST CORRUGATED BEAM




7" X 4" X •"

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TRANSITION CORRUGATED BEAM GUIDE RAIL TO HEAVY POST BLOCKED

OUT CORRUGATED BEAM GUIDE RAIL

HEAVY POST BLOCKED OUT


MODIFIED WEAK POST

25'-0"

12'-6" POST SPACING


CORRUGATED BEAM GUIDE RAILING TO HEAVY POST BLOCKED-OUT

GUIDE RAIL TRANSITION

SECTION B-BSECTION A-A

A

A

B

B

6'-3" POST SPACING (SEE NOTE)


RAIL SPLICE

2'-

5"

2'-

8"

(8) SPACES AT 3'-1•" (5) SPACES AT 6'-3"

LAST WEAK POST


HEAVY POST

FIRST

1"

•"

2'-

5"

6'-

0"

5'-

5"

*2'-

8"

*

S3 X 5.7W6 X 9 POST

W6 X 8.5 OR

SEE SHEET 1 OF 8 FOR DETAILS CORRUGATED BEAM GUIDE RAIL FOR DETAILS

SEE STANDARD SHEET FOR WEAK POST

CORRUGATED BEAM SYSTEM WAS 2'-6".

SHOWN. RAIL HEIGHT FOR PREVIOUS STANDARD WEAK POST

RAIL HEIGHT FOR WEAK POST CORRUGATED BEAM SYSTEM IS

‚"x8"x24"

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606-43



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NO. LENGTH A B C D H K LOCATION

4SM2H

4SM1H

4SM3H

4SM6H

4SM7H

STIRRUP

68"

57�"

30"

68"

237"

157"

62"

68"

57�"

38�" TO 39"

VARIES FROM



2 AT EXPANSION JOINT SIDE

4 AT EACH END







SEE DETAIL OF SM4 BAR

10" 46"68"

USE

STIRRUP

STIRRUP

STIRRUP

STRAIGHT

46"

STIRRUP

STRINGER

STRINGER

STRINGER

STRINGER

STRINGER

STIRRUP

STIRRUP

6"

6"

6"

27"

46"

158"

192"

26"

27"

1�"

1�"

1�"

1�"

1�"

3"

3"

4"

5�"

78"10"

11"

4"

5"

44"

39"

17"

41"

6"

5�"10"

8"

10"

16"

3"

56" TO 58"

VARIES FROM

60" TO 61"

VARIES FROM

OF THE BARRIER UNIT


OF THE BARRIER UNIT


37" TO 38"

VARIES FROM

1"

B

A

K

C

C

K BD

B

R=3"

4SM1H

5�

"

4�

"

18"

16"

3"

6’-8"

3’-

6"

9"

8

1

4SM3H AT 6" **

4SM7H AT 6" **

4"

3"

2

1

(SEE NOTE 6)

4

5

5

5

5

6

4

1

2

8

1

2

1

1

1

1

1

4SM4

4SM5

5SM1

5SM2

5SM3

5SM5

5SM6

6SM4

SIZEMARK

BAR LIST

ISOMETRIC VIEW BACK SIDEISOMETRIC VIEW FRONT SIDE


PLAN - TOP

PLAN - BOTTOM


DETAIL OF SM4 BAR 4SM3H, 4SM6H, AND 4SM7H

5SM5, AND 5SM6

5SM1, 5SM2, 5SM3,

4SM1H AND 4SM2H


WITH BACKUP POST



POINT 6’-6" FROM WHERE SECTION B-B IS DRAWN.

FULL HEIGHT FROM THE POINT WHERE SECTION A-A IS DRAWN TO A

WITH SUBSECTION 203-3.12. EARTH BACKUP, IF USED, SHALL EXTEND

PARTICLES GREATER THAN 1�" AND COMPACTED IN ACCORDANCE

MATERIAL CONFORMING TO SUBSECTION 203-1.08, HAVING NO

NOTE: EARTH BACKUP SHALL CONSIST OF FULLY COMPACTED SUITABLE

WITH EARTH BACKUP



�"

B

B

A

A

12"

12"

16"

16"

FINISHED GRADE

FINISHED GRADE

4SM5 **33" 33"

(TYP.)

24" LAP

5SM34SM5

4SM5

5SM2

c

10’-0" 10’-0"

2"4SM1H AT 6"

4SM1H AT 6"

20"

4" LAP (TYP.)2

5SM2

GRADE

FINISHED

GRADE

FINISHED

8"

6"

6"

4"2"

MIN.

CO

VE

R

5SM5

6"

6"

4"

2"

MIN.

CO

VE

R

10’-0"

10’-0"

20’-0

"

9"

4SM5 **

4SM3H **

c

3"

2" MIN.

4"

(2) 4SM4

6SM4 OR

(2) 4SM4

6SM4 OR

17"

2"

MIN.

CO

VE

R (T

YP.)

3"

C.C. (MIN. 20" LONG)

C9X20 OR MC8X18.7

4SM4 OR 6SM4

�" PLATES

(2)- 10" X 10"

(MIN. 20" LONG)

MC8X18.7

C9X20 OR

THROUGH BOLTS

FORMED HOLES FOR

AND WASHERS

HEAD BOLTS WITH NUTS

�" X 14" BUTTON


p10" X 10" X �"

H

D

3’-4" 3’-4"

3’-4"6’-8" 6’-8"6’-8�"

4’-

0"

3’-

0"


16"

MIN.

16"

MIN.

A

1"

5SM1

5�" TO 10"

VARIES FROM

2’-

8"

AN

D

VA

RIE

S

5SM2

(SEE NOTE 5)

PARALLEL TO SURFACE

OF BAR TO LIE

BEND LOWER 6"

8"

1�

"

D=9�"

9"

B=27"

15"

NOTE: ALL BARS ARE TO BE EPOXY COATED

5SM5

5SM6

8"

10"

SM655SM14SM2H 4SM6H

5SM3

5SM2

4SM2H

4SM4 (SEE NOTE 7)

4SM7H AT 6"

4SM3H AT 6"

8"

2"

4SM5

5SM3

5SM1

4

4

4

4

4

4

5

236�"

5"

3�" TO 5"

VARIES FROM

9�"

34�"

9�"

44�"

118"

PVC OR GALVANIZED STEEL PIPE.d ** LOCATE 4SM5, 4SM3H AND 4SM7H BARS TO AVOID THE 1"

16"

FINISHED GRADE

FINISHED GRADE

1/2" JOINT FILLER

2

1

4SM6H

OR EARTH.

BACKED UP WITH STEEL POST

BARRIER REQUIRED WHETHER

HALF SECTION SINGLE SLOPE


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(SHEET 6 OF 8)



606-43


9.

8.

7.

6.

5.

4.

3.

2.

1.

GENERAL NOTES:

JOINT FILLER

TAPERS


CONCRETE TRANSITION PIECE SHALL BE BACKED UP WITH EARTH OR BACK-UP POSTS FOR ITS ENTIRE LENGTH.

FOR RAILING LAYOUT AND DETAILS, SEE SHEET 7 OF 8".

IF THE 6SM4 BAR IS USED, NEITHER 4SM4 BAR NEED BE USED.

CONTINUITY CONNECTION SHALL BE GALVANIZED.


FILL SHALL CONFORM WITH SECTION 304 AND SHALL MATCH SUBBASE COURSE TYPE USED ON THE ADJACENT ROADWAY.

UNLESS INDICATED OTHERWISE, EXCAVATION SHALL BE PERFORMED IN ACCORDANCE WITH SUBSECTION 206-3.01. GRANULAR BACK

CONSTRUCTION SHALL CONFORM TO SUBSECTION 606-3.19, TRANSITIONS CONSTRUCTED OF, OR WITH, CONCRETE.

MATERIALS SHALL CONFORM TO SUBSECTION 606-2.14, TRANSITIONS CONSTRUCTED OF, OR WITH, CONCRETE.


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1’-4" FOR TRANSITION TO SINGLE SLOPE BARRIER

1’-6" FOR TRANSITION TO JERSEY BARRIER

W6 X 9 POST

W6 X 8.5 OR

W6 X 9 POST

W6 X 8.5 OR

BLOCKOUT

W8 X 15

2’-

7"

6’-

0"

2’-0"

2 MIN.

1

1’-

8"

2’-6"

1’-4"

38’-6" PAY LIMIT FOR TRANSITION BETWEEN HEAVY POST BLOCKED-OUT CORRUGATED BEAM GUIDE RAILING AND CONCRETE BARRIER

38’-6" PAY LIMIT FOR TRANSITION BETWEEN HEAVY POST BLOCKED-OUT CORRUGATED BEAM GUIDE RAILING AND CONCRETE BARRIER

TRANSITION (SEE NOTE 3)

CONCRETE BARRIER

1 TRANSITION SECTION 10 GAUGE

TRANSITION ITEM.

IN THE PRICE BID FOR THE

OF THIS POST TO BE INCLUDED

W6 HIGHWAY POST. THE COST

W6 X 8.5 OR W6 X 9 POSTS AND W8 X 15 BLOCK-OUTS (SEE NOTE 2)

6"

8"

6"

BEAM GUIDE RAILING

OF HPBO CORRUGATEDc

pGALVANIZED BEARING

1’ X ‹" X 1’-6"

CONNECTOR

THRIE BEAM TERMINAL

(TRANSITION TO JERSEY BARRIER)

END VIEW

PLAN

POST ELEVATION

SECTION A-A


(SEE NOTE 3)

A

A

CONNECTOR (10 GAUGE)

THRIE BEAM TERMINAL

TOP OF PAVEMENT OR SHOULDER

1’-�

"


(SEE NOTE 3)

HOLESd 1"

2�

"7�

"

8" 8�" 4�" 4�" 3"

BOLT SLOT (TYP.)

�" X 2�" POST

TIMBER BLOCK-OUTS

PLASTIC, SYNTHETIC, OR


PAY LIMIT FOR HEAVY POST BLOCK-OUT


PAY LIMIT FOR HEAVY POST BLOCK-OUT

9"

2’-

8"

4�"

10"IN THE TRANSITION ITEM (TYP.)

PLACING SHALL BE INCLUDED

THE COST OF FURNISHING AND

)dSTEEL PIPE (ASTM A53, 1 NPS

GALVANIZEDd P.V.C. OR 1"d 1"

pGALVANIZED BEARING

1’ X �" X 1’-6"

(3)- SPACES AT 3’-1�" = 9’-4�"11�"

1’-8"

2’-4"

(5)- SPACES AT 1’-6�" = 7’ 9-3/4 "

(SEE NOTE 1)


TRAFFIC

(5)- SPACES AT 1’-6�" = 7’-9�" (3)- SPACES AT 3’-1�" = 9’-4�"

2’-

7"

(2)- SECTIONS OF 12 GAUGE THRIE BEAM NESTED INSIDE THE OTHER

IN THE TRANSITION ITEM (TYP.)

NUTS AND FLAT WASHERS SHALL BE INCLUDED

FURNISHING AND PLACING BOLTS WITH HEX

ALL COMPONENTS TO BE GALVANIZED. COST OF

TYPE 1 OR 3) WITH HEX NUTS AND FLAT WASHERS.

(5)- �" GALVANIZED ANCHOR BOLTS (ASTM A-325

TRANSITION TO CONCRETE BARRIER

HPBO CORRUGATED BEAM GUIDE RAILING

ELEVATION

SHALL BE INCLUDED IN THE TRANSITION ITEM (TYP.)

BOLTS WITH HEX NUTS AND FLAT WASHERS

GALAVANIZED. COST OF FURNISHING AND PLACING

AND FLAT WASHERS. ALL COMPONENTS TO BE

(ASTM F 568-CLASS 8.8) WITH HEX NUTS

GALVANIZED ANCHOR BOLTSd MIN. 1’ LONG �"

2�

"7�

"

1’-

8"

�"

1"

2’-

4�

"

EXPLODED VIEW

OR SHOULDER

TOP OF PAVEMENT

W6 X 8.5 OR W6 X 9 POSTS AND W8 X 15 BLOCK-OUTS (SEE NOTE 2)

NOT ATTACHED TO RAIL

HPBO POST AND BLOCKOUT

2’-

3"

OVER LAST TWO 12’6" SECTIONS OF HPBO.

BEAM TRANSITION SECTION IS ACCOMPLISHED

THE CHANGE FROM 29" HPBO MEDIAN TO THRIE

SEE NOTE 2

FOR DETAILS OF BOLTS).

SPLICE TO THRIE BEAM - SEE NOTE 2

(USE 12 - �" GALVANIZED BOLTS TO

�" X 1�" SPLICE BOLTS SLOTS (TYP.)

THRIE BEAM TRANSITIONS TO SINGLE SLOPE BARRIER. SEE SHEET 6 OF 8" FOR DETAILS.

FOR ADDITIONAL DETAILS, SEE SHEET 8 OF 8".

ITEM. PAYMENT SHALL BE MADE UNDER SEPARATE ITEMS.

MATERIAL AND THICKNESS OF EACH LIFT SHOULD MATCH THAT IN THE ADJOINING SHOULDER


3.

2.

1.

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606-43



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HOLES AT 1'-6ƒ" CTRS. (TYP.)

ƒ" X 2•" SLOTTED

10

n

10

(TYP.)

†" STEEL WASHER

W6 X 8.5 POST

W6 X 9 OR

W8 X 15

6'-

0"

W6 X 8.5 POST

W6 X 9 OR

(ASTM F844) WASHERS

(ASTM A563) NUTS AND

NESTED THRIE BEAM

CONTINUOUS

(EXCLUDING BLOCKOUT CONNECTIONS)

2"

8.12"

1"

POST DETAIL DETAIL "B"THRIE BEAM BLOCKOUTS DETAIL


DETAIL "A"

ASTM F568 CLASS 4.6

SPLICE BOLT

GRADE A OR BETTER

HEX NUT ASTM A563M

1‚"•"

1‚"

‰"

†"

1Š"

HEAD BOLTS

BUTTONd†"

HEX NUT (TYP.)

RECESSd†"

HEX BOLT

d†"

BLOCKOUT

W8 X 15

STEEL WASHER

d†"

HEX NUT

d†"

STEEL WASHER

d†"

HEX NUT

d†"BOLT (TYP.)

HEXd†"

THRIE BEAM ASSEMBLY

†"

•"

1„

"

†" X •" OVAL SHOULDER

“"

1"

1"

RECESS

ˆ" DEEP

FRONT VIEW SIDE VIEW REAR VIEW

1„"

6ƒ

"

W6 X 8.5 POST

W6 X 9 OR

6ƒ

"

4ƒ

"

7†

"

W8 X 15

BOLTS AND NUTS WITH WASHERS

TWO †" (ASTM F568 CLASS 4.6)

UNDER POST BOLT HEADS

POST AND BEAMS. NO WASHERS

BUTTON HEAD BOLTS THROUGH

F568 CLASS 4.6) LONG

TWO †" X 2" (ASTM

TRANSITION

END VIEW OFTRANSITION SECTION

TRANSITION

END VIEW OFTYPICAL THRIE BEAM SECTION

BEAM GUIDE RAILING

OF HPBO CORRUGATEDc

3‚

"

1'-•

"

2" MIN. TRANSITION ZONE 2" MIN.

CENTERS (TYP.)

HOLES AT 3'-2"

ƒ" X 2•" SLOTTED

2"

4‚" 4‚"

2"

cABOUT

SYMMETRICAL

2…

"

c

2"

4‚"

4‚"

6'-3" 6'-3"

2"

4‚"

4‚"

13'-6•"

Š"

TYPICAL SPLICE LAYOUT

BEAM AS INDICATED

BEHIND CONTINUOUS THRIE

BEAM 13'-6•" LONG, PLACED

BACK UP SECTION OF THRIE

1ˆ"

3‚

"

Œ"

1'-

8"

3'-1•"

Œ"

3‚

"

3'-1•"

2Š

"

4.0

15"

1„"

7†

"

7†

"7"

7"

1'-

9…

"

1'-

9…

"

BOLT SLOT (TYP.)

ž" X 1„" SPLICE

1„"

1„"

NESTED THRIE BEAMS

TRAFFIC

4ƒ

"

TERMINAL SECTION

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(SHEET 8 OF 8)



606-43

APPROVED SEPTEMBER 23, 2013 ISSUED UNDER EB 13-028


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ASTM A 307 GRADE "C"


MIN.

1'-

6"

4"

MIN.

TH

RE

AD

ƒ"-10

ARE ACCEPTABLE.

FOR ENTIRE LENGTH

BE THREADED. RODS THREADED

THE TOP OF THE RODS SHALL

NOTE: A MINIMUM OF 4" AT

d4•"

MEDIAN BARRIER CONCRETE ANCHOR

2'-

6"

3'-

0"

3" COVER

#3 BARS

CORRUGATED MEDIAN BARRIER

TYPICAL INSTALLATION BLOCKED-OUT

1'-0" MIN.

3"

PAVEMENT SURFACE PAVEMENT SURFACE

ASSEMBLY DETAIL

MEDIAN BARRIER POST

•"

7"

4†"

6"6"1ƒ"

3"

3"

1'-3•"

1ƒ

"

9•

"

…"

2"

3…

"

MIN.

10"

2'-3•"

END SECTION DETAIL

TYPICAL PLAN FOR MEDIAN BARRIER

CORRUGATED RAIL

12'-6"

6'-3"

SHOWING RAIL SPLICE LAP)

(SEE EXPLODED VIEW

SPLICE POST

HOLEd 2•"

DRILLED PER SECTION 586

IN ALL STRUCTURAL MEMBERS3"

1'-

0"

ANCHOR BOLT INSTALLATION BASE PLATE DETAIL

CORRUGATED MEDIAN BARRIER

ANCHORAGE UNIT FOR HEAVY POST BLOCKED-OUT

PLAN ELEVATION

PLAN

PAY LIMIT - ANCHORAGE UNITSPAY LIMITS - MEDIAN

BARRIER

6'-3"6'-3"6'-3"6'-3"

ELEVATION

PAY LIMIT - ANCHORAGE UNITSPAY LIMITS - MEDIAN

BARRIER

OF POSTS. SEE POST DETAILS "A", "B", AND "C" THIS SHEET.

NOTE: SPECIAL MOUNTING BRACKETS ARE REQUIRED ON BOTH SIDES

A SMOOTH TRANSITION

FIELD ADJUSTED TO PROVIDE

* TOP OF POST MAY BE

PAY LIMITS -

ANCHORAGE UNITS

PAY LIMITS - MEDIAN BARRIER (FT.)

150' MIN. LENGTH

TYPICAL MEDIAN BARRIER INSTALLATION AT FIXED OBJECTS

PAY LIMITS - GUIDE RAIL

EXPLODED VIEW SHOWING RAIL SPLICE LAP

(OPTIONAL)


B.

A.

NOTES:

HOLESd (4)- 1‚"

1"

W6 X 9

W6 X 8.5 OR

2'-

5"

7.

6.

5.

4.

3.

C.

B.

A.

2.

1.

NOTES:

12‚

"

18•"

3'-

3"


WILL BE PERMITTED.

AND AT STOP CONDITIONS, THE USE OF THIS DETAIL WITHOUT A CRASH CUSHION (I.A.D.)

ON FACILITIES WITH SPEEDS LESS THAN 50 MPH, AT SIGNAL CONTROLLED INTERSECTIONS,

1:15 OR BE PRECEDED OR REPLACED BY A PROPERLY DESIGNED CRASH CUSHION.

OUTSIDE THE CLEAR ZONE AND CONVERGE WITH THE ROADWAY AT A RATE OF

THE APPROACH END OF THIS BARRIER SYSTEM SHALL EITHER BE ANCHORED

ON HIGHWAYS AND ASSOCIATED RAMPS, WITH SPEEDS GREATER THAN 45 MPH,

(GUIDE RAIL SIMILAR)


RAIL RAIL

RAIL RAIL

2…

"

4ƒ

"

…"

12•"

7"

…"

12•"7

"

…"

POST "A" DETAIL POST "B" DETAIL POST "C" DETAIL

2„

"

14•

"

12•"7‚

"

21ƒ

"

X 1•"d†"

X 1•"d †"

pƒ" THICK

EPOXY MORTAR AS NECESSARY

HAMMERING OR LAYER OF

FOR BASE PLATE BY BUSH

PROVIDE FIRM LEVEL SEAT

QUANTITY TO FILL ALL VOIDS

701-07 IN SUFFICENT

MATERIALS SPECIFICATION

ANCHOR RODS.

AND TOP 6" OFpROD. GALVANIZE TOP

ANCHORdTOP OF RAIL. SEE DETAIL FOR ƒ"

WASHERS TOP. RODS NOT TO PROTRUDE OVER

ROD WITH GALVANIZED NUTS ANDd(8)- ƒ"

FOR POSITIONING)

RODS (TWO SPARE HOLES IN RAIL

ANCHORd AT 3" O.C. FOR (8)- ƒ"

HOLES IN RAILd 10 -1"

(PLATE IS IN EACH VALLEY OF W BEAM)

HOLESd WITH Ž"p‚" X 3" X 27"

1'-3" LONG THREAD FULL LENGTH

ANCHOR BOLTd 1"

*29"

*21ƒ

"

*14•

"

*7‚

"

5•" BLOCK OUT

X 7"d†" X 4"d†"

2•" BLOCK OUTGROUND LINE

SEE NOTE 6 (TYP)

(SEE NOTE 4)

6" X 8" X 14" (TYP)

SYNTHETIC OR TIMBER


AND POST SPACING DETAILS

(MAINTENANCE SUPPORT)" FOR FIXED OBJECT INSTALLATION

SEE STANDARD SHEET "HPBO GUIDE RAILING AND TRANSITIONS

AND TO THE GROUND SURFACE UNDER THE FACE OF THE RAIL WHEN THE OFFSET IS GREATER.

CURB HEIGHT OR SPEED) SHALL BE MEASURED FROM THE PAVEMENT SURFACE WHEN THE OFFSET IS 12" OR LESS

THE RAIL MOUNTING HEIGHT OF ALL GUIDERAIL OR MEDIAN BARRIER PLACED BEHIND THE CURB (REGARDLESS OF

THE OFFSET OF THE GUIDERAIL OR MEDIAN BARRIER SHALL BE MEASURED FROM FACE OF CURB TO FACE OF RAIL.

NUT ASTM A563, WASHER ASTM F844, DIMENSIONS OF WASHER SHALL CONFORM TO ANSI B18.22.1 TYPE A PLAIN.

†" GUIDE RAIL BOLT 10" LONG, 4" THREADING WITH NUT AND FLATWASHER, BOLT ASTM A 307 GRADE A,



BLOCK-OUTS ARE AS SHOWN.

DIMENSIONS OF TIMBER BLOCK-OUTS ARE NOMINAL. DIMENSIONS OF PLASTIC AND SYNTHETIC

SHOWN ON THE PLANS.

SHEET FOR WEAK POST CORRUGATED BEAM GUIDE RAILING. ONLY 12 GAGE RAIL SHALL BE USED UNLESS OTHERWISE

FOR DETAILS ON RAIL ELEMENT AND SPLICE HARDWARE, SEE DETAILS ON THE CURRENT STANDARD

AND BOLT THE POST TO THE FOOTING USING A METHOD APPROVED BY THE ENGINEER.

AND WELDING THE 15•" X 9•" BASE PLATE SHOWN IN THE "BASE PLATE DETAIL" TO THE BOTTOM

LESS THAN 18": EXCAVATE TO THE FOOTING. SHORTEN THE POST BY CUTTING OFF THE LOWER END

OF THE FOOTING TO THE GROUND SURFACE.

AND PLACE THE POST IN A 12" DIAMETER CONCRETE ENCASEMENT EXTENDING FROM THE TOP

18" TO 29": SHORTEN THE POST TO THE REQUIRED DEPTH BY CUTTING THE BOTTOM OFF THE POST

29" TO 43•": SHORTEN THE POST TO THE REQUIRED DEPTH BY CUTTING THE BOTTOM OFF THE POST.

FOOTING, ONE OF THE FOLLOWING METHODS SHALL BE EMPLOYED, DEPENDING ON THE AVAILABLE DEPTHS.

IF THERE IS INSUFFICIENT DEPTH BETWEEN THE SURFACE OF THE GROUND AT A MEDIAN BARRIER, AND A CONCRETE

ALL RUNS OF MEDIAN BARRIER ARE TO BE ANCHORED AT BOTH ENDS.

POST 4'-3‚" LONG

W6 X 8.5 OR W6 X 9

X 1•"d†" 12" LONG - 12 GAUGE

BACK UP PLATE (TYP.)

72" LONG

OR W6 X 9

W6 X 8.5

5'-5ƒ" LONG

W6 X 9 POST

W6 X 8.5 OR

W6 X 9 POST 4'-10•" LONG

W6 X 8.5 OR

HOLE 1„"c POST TO c

†" X 10" BOLT

HOLE FORdƒ"

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HPBO MEDIAN BARRIER AND TRANSITIONS



(ACTING)


FLAT WASHER

4'-0"

3'-6"

DETAIL)

(SEE END SECTION

TERMINAL SECTION

‚"



TRAFFIC

TRAFFIC

TRAFFIC

TRAFFIC





POST "A" POST "B" POST "C"

75" POST SPACING

4' MIN. FOR

1 ON 15

1 ON 15

POST SPACING 6'-3"

-30'n67

n45

-30'n22SEE DWG. 606-43

FOR MOUNTING BRACKET DETAILS

1„"

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CABLE CONNECTORS

ANCHOR ANGLE

PAY LIMITS FOR TRANSITION

‚" STEEL PLATE‚"

‚"

‚"

‚"

‚"

‚"

4"

BOTH SIDES

6" X 8" BOX BEAM

BACKUP PLATE

DETAIL "C"

DETAIL "B"

SECTION A-A

SECTION B-B

DETAIL "A"

DETAIL "D" DETAIL "E"

DETAIL "F"

COVER PLATE

ELEVATION

3"

•"

2'-

9"

(3) ƒ" CABLES

SIDE DEPARTING BOX BEAM

BOX BEAM END TRAFFIC

BACKUP PLATE TO SHIELD

FASTENED TO RAIL

INTERMEDIATE POSTS NOT

SECTION

TERMINAL

WASHER

ROUND

SECTION

NESTED TERMINAL

SEE DETAIL "C"

HARNESS

4"

‚"


6" X 8" BOX BEAMCORRUGATED BEAM RAIL

‚"

‚"

‚"

4'-3"

B

B A

A

6„

"

5„" 4"

3„" 4" 4" 2'-6"

3'

15•

"

2ƒ

"

10"

2'-

6"

3'

#10 BARS

3'-0"

MEDIAN SURFACE

1"

3'-

0"

2'-6"

1'-

6"

3" MIN. COVER

#3 BARS

CONCRETE

CLASS "A"

ROD DETAIL

ANCHORdƒ"

(4 REQUIRED)

p‚" STIFFINER

2"

•"

SPLICE BOLTd†"

(SEE DETAIL "B")

BOX BEAM END

12 GAUGE

BOLT

SPLICEd†"

•"

•" 1„"

3"

SHALL BE SUBMITTED FOR APPROVAL

FABRICATING ANCHOR ANGLES

NOTE: ALTERNATE METHODS OF

3•" 3" 3" 3"

1ƒ" 3" 3" 3"

HOLES (TYP.)d "1

2ƒ

"4ƒ

"

‚" 2"

‚" LONG BOLT

X 9•"d•"

X 9•" LONG BOLTd•"

HOLE FORd†"12 GAUGE

‚"

‚"

‚" 1•" ‚" 1•"

‚" 2"

(SEE DETAIL F)

pCOVER

pSTIFFENER

EXTERNAL

(SEE DETAIL D)

ANCHOR ANGLE

THREADED RODdƒ"






BLOCKOUT 13" LONG

S3x5.7 ASCORRUGATED BEAM MEDIAN BARRIERPLAN

4'-2"4'-2"4'-2"4'-2"6'-3"6'-3"12'-6" MAX. 3'-0" 6'-0"

50'-0"

1'-2‚"

AFTER INSTALLING CABLE

BEND BOTH ENDS

BRASS RODd‚"

Š" HOLE

2"

10" LONG

BOLTSd(8)- ƒ"2'-11•"

3•

"

‚"

SECTION D-D

D

D

CABLE

AFTER INSTALLING

BEND BOTH ENDS

RODd BRASS ‚" BRASS

2‰"

9"HOLES AT 3" C.C.d (10)- 1"

2"

ƒ" X 1„"

10"

HOLES AT 3" C.C.d (8)- 1"

6"

3"

X 9•" LONG BOLTdHOLE FOR •"d †"

ESTED W-BEAMN

10•"

3" (TYP.)

ƒ" SPLICE HOLES

5"

1‚"

8‚"

8•

"

2"

2†"2†" 2†"

2"

‚"

2'-

6"

2'-4"

2"

3•"

2"8•"

•"6"

3'-0"6'-0" 1'-6" 1'-6"

1•

"

2" 2"HOLES AT 3" C.C.d (8)- 1"

(BOTH SIDES)

Š"

2'-1"

ANCHOR ROD DETAIL)d (SEE ƒ"

WASHERS - RODS PROTRUDE 1•"

GALVANIZED NUTS AND

RODS WITHd(8)- ƒ"

ANGLE 9" X 4" X•"

WELDED OR BENTp OR (2)-•"

p1'-2‚" LENGTH OF•" BENT p3•" X 8‚" X •" STEEL

(NESTED ON BOX BEAM APPROACH SIDE)

SEE DETAIL "A" TERMINAL RAIL

(SEE DETAIL)p INTERNAL STIFFENER

WEAK POST CORRUGATED BEAM GUIDE RAIL

ON THE CURRENT STANDARD SHEET FOR

NOTE: SEE TYPICAL TERMINAL RAIL DETAIL

p(3" OR 3•") X 8‚" X •" STEEL

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(SHEET 2 OF 5)



THREADED RODdƒ"

2'-6"

d4•"

ƒ"

X ˆ

"

TH

RE

AD

1'-‚

"

2†

"

2†

"

6" X 8" BOX BEAM END (SEE DETAIL B)

BARRIER

BOX BEAM MEDIAN

6" X 8"

9'-3"

1'-

6"

SIDE APPROACHING BOX BEAM

SPAN OF TRANSITION TRAFFIC

NESTED CORRUGATED TERMINAL RAIL

n45


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LEGEND:

TRAFFIC

TRAFFIC


POST SPACING 12'-6"

CORRUGATED RAIL

BLOCKED HEAVY POST

(WEAK POST)

5"

1'-

1ƒ

"

WEAK POST (S3 X 5.7)

6'-3"


CORRUGATED BEAM MEDIAN BARRIER TO HEAVY POST BLOCKED-OUT

MEDIAN BARRIER TRANSITION

BLOCKED-OUT WEAK POST ASSEMBLY DETAIL

SPECIAL TRANSITIONSECTION D-DSECTION C-C

D

DC

C


HEAVY POST BLOCKED OUT

(2) SPACES AT 6'-3" (8) SPACES AT 3'-1•" (4) SPACES AT 6'-3"

TRANSITION CORRUGATED BEAM MEDIAN BARRIER TO HEAVY POST BLOCKED OUT CORRUGATED BEAM MEDIAN BARRIER

2'-

8"

†"

†"

2'-

5"

5'-

5"

3"1"

6'-

0"

•"

*



FLAT WASHER

NUT†"

S3 X 5.7 POST

6ƒ

"

BLOCKOUT

OR SYNTHETIC

710-26 PLASTIC

BLOCKOUT OR

710-13 TIMBER

HOLESd …"

c

2ƒ"

…"

4"

6ƒ

"

SPECIAL TRANSITION BLOCK-OUT

2'-

5"

RAIL

NOT CONNECTED TO

INTERMEDIATE POSTS

WEAK POST ASSEMBLY DETAIL

SEE SPECIAL TRANSITION BLOCKED-OUT

S3 X 5.7

W6 X 9 POST

W6 X 8.5 OR

1…"

1…"

SOIL PLATE

MAY USE …" d IF HOLES ARE REAMED TO ACCEPT

7" LONG THREADED OVER 4" MIN. WITH NUT

GUIDE RAIL BOLT Š" DIA.

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606-44



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2’-

3"

38’-2" PAY LIMIT FOR TRANSITION BETWEEN BARRIER AND CONCRETE MEDIAN BARRIER

12’-6" SECTION STANDARD THRIE BEAM (10 GA.)

11�"20’ CONCRETE TRANSITION PIECE

TRAFFIC

TRAFFIC

6’-3" W-BEAM TO THRIE

BEAM TRANSITION SECTION

PAY LIMIT FOR HPBO CORRUGATED MEDIAN BARRIER

PAY LIMIT FOR HPBO CORRUGATED MEDIAN BARRIER

6’-3" W-BEAM TO THRIE12’-6" SECTION STANDARD THRIE BEAM (10 GA.)

8

1

7�

"7�

"

3" 4�" 4�"8�" 8"

1’-

8"

6"

8"

6"

BOLT SLOT (TYP.)

�" X 2�" POST

4�"

9"

9"

1’-10"

8"

MEDIAN BARRIER

OF HPBO CORRUGATEDc

W6X9 POSTS (6’ LONG) AND TS 8" X 6" X �" BLOCKOUTS

(SEE NOTE 3)

(SEE NOTE 3)

(SEE NOTE 5)

OR TIMBER BLOCKOUTS

WITH PLASTIC, SYNTHETIC,

W6X9 POSTS (6’ LONG)

8.

7.

6.

5.

4.

3.

2.

1.

NOTES:

END VIEW (CONCRETE TRANSITION PIECE)THRIE BEAM TERMINAL CONNECTOR

ELEVATION VIEW

PLAN VIEW

1" (T

YP.)

OR SHOULDER

TOP OF PAVEMENT2’-6"

2�

"

2"

2�

"

HOLES (TYP.)d 1"

CONNECTOR (10 GA.)

THRIE BEAM TERMINAL

OR SHOULDER

OP OF PAVEMENTT

A

A

38’-2" (PAY LIMIT FOR TRANSITION BETWEEN BARRIER AND CONCRETE MEDIAN BARRIER)

2’-

7"

BEAM TRANSITION SECTION (12 GA.)

(3) SPACES AT 3’-1�" = 9’-4�"

(3) SPACES AT 3’-1�" = 9’-4�"(5) SPACES AT 1’-6�" = 7’-9�"

(5) SPACES AT 1’-6�" = 7’-9�"

1’-8"

(5) - �" GALVANIZED ANCHOR RODS

(ASTM A449) WITH FLAT WASHERS.

ALL COMPONENTS TO BE GALVANIZED.

COST OF FURNISHING AND PLACING RODS

WITH FLAT WASHERS SHALL BE INCLUDED

IN THE TRANSITION ITEM (TYP.) (SEE NOTE 7)

(SEE NOTE 1)


TERMINAL CONNECTOR

THRIE BEAM LAPS OVER

LAPS OVER THRIE BEAM

TERMINAL CONNECTOR

11�"

2’-

7"

END CHAMFER

OVER LAST TWO 12’6" SECTIONS OF HPBOTHRIE BEAM TRANSITION SECTIONTRANSITION FROM 29" HPBO MEDIAN TO

SHEET 5 OF 5 FOR DETAILS OF BOLT).

GALVANIZED BOLTS TO SPLICE TO THRIE BEAM - (SEE

�" X 1�" SPLICE BOLTS SLOTS (TYP.) USE (12)- �"

DAMAGED DURING INSTALLATION INCLUDING FIELD DRILLING HOLES, SHALL BE REPAIRED.

WITH N.Y.S. STANDARD SPECIFICATIONS. ALL AREAS WHERE THE ZINC COATING IS

ALL STEEL THAT IS SPECIFIED TO BE GALVANIZED SHALL BE GALVANIZED IN ACCORDANCE

RODS SHALL BE 8" AND A MINIMUM EDGE DISTANCE OF 3" SHALL BE MAINTAINED.

SECTION 586 OF THE N.Y.S. STANDARD SPECIFICATIONS. MINIMUM EMBEDMENT OF ANCHOR

FOR THE TRANSITION ITEM. SEE SPECIFICATIONS FOR DRILLING AND GROUTING IN

DRILLING AND GROUTING OF THREADED ANCHOR RODS IS TO BE INCLUDED IN THE PRICE BID

ZONE, SEE SPECIFICATIONS FOR GUIDE RAILING/BOX BEAM MEDIAN BARRIER IN SECTION 606.

FOR MATERIAL REQUIREMENTS AND CONSTRUCTION DETAILS FOR RAILING IN THE TRANSITION

FOR DETAILS SEE SHEET 1 OF 5.

FOR SECTION A-A, SEE SHEET 5 OF 5.

TRANSITION: CONCRETE WALL - JERSEY MEDIAN (MAINTENANCE SUPPORT) STANDARD SHEETS.

MEDIAN BARRIER. SEE EITHER, THE TRANSITION: HPBO (MOD) MEDIAN - SINGLE SLOPE MEDIAN, OR

THE THRIE BEAM TRANSITIONS TO THE JERSEY MEDIAN BARRIER OR TO THE SINGLE SLOPE

FOR ADDITIONAL DETAILS, SEE SHEET 2 OF 2.

SHOULDER ITEM. PAYMENT SHALL BE MADE UNDER SEPARATE ITEMS.

AND THICKNESS OF EACH LIFT SHOULD MATCH THAT IN THE ADJOINING STABILIZED

THE VEGETATION CONTROL STRIP, WHEN SPECIFIED, SHOULD BE A MINIMUM OF 3" THICK. THE MATERIAL

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7’ 3�"

6’ 3"

3’ 1�" 3’ 1�" 4�" 4�"

1’ �

"


@ 3’ 1�" CTRS. (TYP.)

TRANSITION ZONE

2" 2"

TUBE BLOCK-OUT

8" X 6" X �" STEEL

8"

6"

TRAFFIC

TRAFFIC

TRAFFIC

n10

THRIE BEAM

THRIE BEAM

THRIE BEAM

TERMINAL SECTION

TERMINAL SECTION

1�"

1�

"

2" MIN. 2" MIN.

TYPICAL SPLICE LAYOUTS

SECTION C-CSECTION B-BBACK VIEWSIDE VIEWFRONT VIEW

A307 GRADE A

SPLICE BOLT ASTM

GRADE A OR BETTER

HEX NUT ASTM A563

(EXCLUDING BLOCKOUT CONNECTION)


DETAIL "A"

SECTION A-A POST ELEVATION

TRANSITION SECTION POSTS (BETWEEN BUTTON HEAD BOLT AND BEAM)

NOTE: THE RECTANGULAR WASHERS SHALL BE USED AT THRIE BEAM AND

TOP VIEW

TYPICAL THRIE BEAM SECTION

END VIEW OF TRANSITION

TRANSITION SECTION

6’-

0"

3�

"7�

"

W6 X 9

�" HEX BOLTS (TYP.)

HOLE FORd �"

X �" DEEPd 1"

RECESS

SHOULDER

�" X �" OVAL

FOR �" HEX BOLTS

HOLESd�"

3�

"

7�

"6�

"

2�

"

FOR �" BOLTS

HOLESd OF �"c

6�

"7�

"3�

"HEAD BOLTS

FOR �" BUTTON

HOLESd �"

�"

B

C

3’-

7�

"

B

C

W6 X 9 HEAVY POST

WITH WASHERS (TYP.)

BUTTON HEAD BOLTS AND NUTS

�" (ASTM A307 GRADE A)

�"

TO

TO

P

OF

RAIL

1’-

8"

2’-

7"

HOLES AT 1’-6�" CENTERS (TYP.)

�" X 2�" SLOTTED

2" 4�"4�"

6’-3"

2"4�"4�"

6’-3"

13’-6�"

1’-

8"

cSYMMETRICAL ABOUT

�"

�"

3�

"

1� "

END VIEW OF TRANSITION

�"

3�

"

3�"

1� "n10

MEDIAN BARRIER

HPBO CORRUGATEDc

�"

�" X 1�" SPLICE BOLT SLOTS 2�

"

3�"

2�

"

SL

OT

c

1’-

6"

2’

4�

"

1’-

6"

1�"

1�"

1�"

�"

�"

1�"

1�"

�"

�" 1�"

1"

3"

�"

1�"

�"

�"

�"

�"

�"

�"

7 GAUGE

OR �"

1�

"

1" X �" SLOT

2�

"3�

"

�"

�"

R=�" (TYP.)

R=�" (TYP.)

RECTANGULAR GUIDE RAIL PLATE WASHER

SEE SHEET SHEET 4 OF 5

FOR LOCATION OF SECTION A-A

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606-44

EFFECTIVE DATE: 05/08/2014 (ACTING)



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TURNBUCKLE

1 NPS - SCHEDULE 40 PIPEGATE POSTS (SEE TABLE)

10’-0" MAX. 10’-0" MAX.

3’ 0

"

MIN

.

10’ TO 24’ (SIZE OF GATE GIVEN IN PROPOSAL) 10’ 0" MAX.

INTERMEDIATE POST ASSEMBLY

2 DOUBLE STRAND #9 GA. WIRES

2 DOUBLE STRAND #9 GA. WIRES2 DOUBLE STRAND #9 GA. WIRES

ONE SPAN AT 12’-0" MAX.10’-0" MAX.

45 n45 n

END, CORNER, OR INTERMEDIATE

POSTS L 2�" X 2�" X �"

2 NPS SCHEDULE 40 PIPE, OR 2"d

CLASS B TUBING

NOTE: GATE FRAMES AND POSTS SHALL BE OF A.S.T.M. F-1083

HOT DIPPED GALVANIZED PIPE OR APPROVED EQUAL

2 APPROACH SPANS MAY BE

NECESSARY (SEE END AND CORNER DETAILS)

CLASS A SCHEDULE 40 PIPE 3�" NOM. DIA.

GATE POST SECTION (STEEL)GATE LEAF LENGTH

(SHOWN WITH WELDED FRAME)

(SEE BELOW FOR CORNER FITTINGS)

DOUBLE LEAF GATE

(SHOWN WITH CORNER FITTINGS)

(SEE ABOVE FOR WELDED FRAME)

DOUBLE LEAF GATE

NOTES:

1.

2.

3.

4.

5.

6.

SINGLE LEAF GATE


(SEE BELOW FOR CORNER FITTINGS)

SINGLE LEAF GATE

END AND CORNER DETAILS

R.O.W. FENCE (TREATED WOOD POSTS)

WOOD POSTS 6" MIN. DIA. (TYP.)

GROUND LINE

LEAF LENGTH

LEAF LENGTH

BRACE BOTH SIDES FOR

INTERMEDIATE POST

1’-0" SQUARE

BRACE L 2" X 2" X �".

1�"d CLASS A, SCHEDULE 40 PIPE

OR 1�"d CLASS B, STEEL TUBING.

FASTEN WITH �"d BOLT

1’-

6"

2’-6"

3’-0"

MIN

.

3" NOMINAL

GROUND CLEARANCE

VERTICAL MEMBER REQUIRED WHEN

GATE LEAF IS 8’-0" OR GREATER

R.O.W. FENCE (STEEL POSTS)

CORNER AND INTERMEDIATE DETAILS

�"d TRUSS ROD REQUIRED FOR GATE

LEAVES 10’-0" OR GREATER (WELDED FRAME)

LINE POSTS T OR U: SECTION

NOMINAL WEIGHT OF 1.33 LB./FT.

(FOR 6’-6" LENGTH WITH ANCHOR PLATE)

POST SPACING

1’-0"

1’-6"

1’-4"

ANCHOR p RIVETED OR WELDED

TO THE BACK OF POST.

MIN. THICKNESS =�"

MIN. WEIGHT = 0.67 LB.

MIN. SURFACE AREA 18 SQ. IN.

(TYP.)

2’-6"

6’-

6"

BRACE L 2" X 2" X �".




1:2:4 CONCRETE 1’-0"d AT END, CORNER,

INTERMEDIATE AND GATE POSTS (TYP.)

2’-6"

3’-0"

MIN

.

3’-

3"

6"

3 /8"d TRUSS ROD WITH TURNBUCKLE

REQUIRED FOR WELDED GATE LEAVES 10’-0"

OR GREATER, GATES 8’-0" OR GREATER

ALSO REQUIRE A VERTICAL MEMBER

(SEE DOUBLE LEAF DETAIL)

1 NPS SCHEDULE 40 PIPE

3’-0" TO 12’-0"

LEAF LENGTH

GATE POSTS

(SEE TABLE)2 DOUBLE STRAND

#9 GAUGE WIRES

4"

GROUND LINE

3�"

3’-10�"

8"

7"

3" 4"

4�"

5"

5�"

6"

BRACE L 2" X 2" X �".




NOTE: VERTICAL MEMBER IS REQUIRED WHEN GATE LEAF

IS 8’-0" OR GREATER (SEE DOUBLE LEAF DETAIL)

LESS THAN 6’-0"

6’-0" TO 12’-0"

3" NOMINAL

GROUND CLEARANCE

1’-0" SQUARE

1’-6"

MIN

.

3’-

0"

GROUND LINE

TURNBUCKLE

VERTICAL MEMBER REQUIRED

WHEN GATE LEAF IS 8’-0" OR GREATER

GATE POST (WOOD)

6" MIN. DIA. (TYP.)

�"d TRUSS RODS (ALL GATES

WITH CORNER FITTINGS)

CONCRETE BLOCK

1’-6" X 1’-0" X 1’-0"

(TYP.)

NOTCH POST AND DOWEL WITH �"d X 5" STEEL PIN AT END OF EACH BRACE

GATE FRAME AND VERTICAL MEMBER

1 NPS SCHEDULE 40 PIPE

2’-6"

MIN

.

2’-6"

MIN

.

2’-6"

MIN

.

LINE POST (WOOD)

3" MIN. DIA.

INTERMEDIATE POST ASSEMBLY

R.O.W. FENCE (TREATED WOOD POSTS)

3�"

3’-10�"

3’-

11

"u

8"

3" 4

"

4�"

5"

5�"

6"

7"

3’-11"u

4"d BRACE

3’-0" TO 12’-0"

4"d BRACE

GATE POST (WOOD)

6" MIN. DIA.

3’-

0"

MIN

.

3’-0"

MIN

.


(SEE ABOVE FOR WELDED FRAME)

�"d TRUSS RODS WITH TURNBUCKLES

(ALL GATES WITH CORNER FITTINGS)

GATE FRAME SCHEDULE 40 PIPE

3" NOMINAL

GROUND

CLEARANCE

APPROACH POST (WOOD)

6" MIN. DIA.

LINE POST SPACING

15’-0" MAX.

(LEAF LENGTH)

(SIZE OF GATE

GIVEN IN PROPOSAL)

2 APPROACH SPANS MAY

BE NECESSARY (SEE END

AND CORNER DETAILS)

2’-6"

NOTCH POST AND DOWEL

WITH �"d X 5" STEEL PIN

AT EACH END OF BRACE

NOTCH POST AND DOWEL

WITH �"d X 5" STEEL PIN

AT EACH END OF BRACE

4"d BRACE

2’-6"

3’-0"

CORNER POST (WOOD)

6" MIN. DIA.


6" MIN. DIA.

APPROACH SPANS SYMMETRICAL

ABOUT THE CORNER POSTS

2 DOUBLE STRAND

#9 GA. WIRES

TWO 10’-0" MAX. APPROACH SPANS WHEN 300’-0" OR MORE TO NEXT CORNER OR INTERMEDIATE POST

ONE 10’-0" MAX APPROACH SPAN WHEN LESS THAN 300’-0" TO NEXT CORNER OR INTERMEDIATE POST

R.O.W. FENCING SHALL MEET THE REQUIREMENTS OF y607 AND y710-30, RIGHT OF WAY FENCING, OF THE

STANDARD SPECIFICATIONS.

POSTS, INCLUDING ENCASEMENTS, SHALL BE SO SET INSIDE THE R.O.W. LINE SO THAT THE FENCING PLACED ON THE

R.O.W. LINE SIDE OF POSTS WILL BE AS NEARLY ON THE R.O.W. LINE AS IS POSSIBLE. WHERE PERMITTED BY THE ENGINEER,

THE FABRIC MAY BE PLACED ON THE OPPOSITE SIDE IN ORDER FOR FABRIC TO BE PULLED TIGHT AGAINST THE POST.

POSTS IN ROCK - WHERE SUBSTANTIAL ROCK IS ENCOUNTERED, A HOLE ONE (1) INCH LARGER IN DIAMETER THAN

THE POST, AND OF 12" MINIMUM DEPTH FOR LINE POSTS AND 18" MINIMUM DEPTH FOR END, CORNER, INTERMEDIATE OR

GATE POSTS, SHALL BE MADE. AFTER INSERTING STEEL POSTS, THE HOLES SHALL BE BACKFILLED WITH 1:2 MORTAR

CONSISTING OF ONE PART PORTLAND CEMENT AND TWO PARTS FINE AGGREGATES MIXED TO A PLASTIC CONSISTENCY

SHOWING NO SIGNS OF FREE WATER. HAND MIXING AND CONSOLIDATION OF THE MORTAR IS PERMITTED. WOOD POSTS

IN ROCK HOLES SHALL BE BACKFILLED WITH WELL TEMPERED SAND.

INTERMEDIATE POST ASSEMBLIES SHALL BE PLACED AT A MAXIMUM OF 400 FT. IN CONTINUOUS RUNS OF RIGHT OF

WAY FENCING AND AT SHARP BREAKS IN VERTICAL GRADE.

STEEL CORNER POST ASSEMBLIES (STEEL SYSTEMS) OR WOOD CORNER POSTS WITH APPROACH SPANS (WOOD

SYSTEMS) SHALL BE USED AT EVERY CHANGE IN HORIZONTAL ALIGNMENT EQUAL OR GREATER THAN 15 n..

UNLESS OTHERWISE SHOWN OR DIRECTED BY THE ENGINEER, CONCRETE SHALL BE LEFT 4" BELOW FINAL GRADE

TO AVOID FROST HEAVING.

10’-0" TO 24’-0" (SIZE OF GATE GIVEN IN PROPOSAL)

1:2:4 CONCRETE 1’-0"d AT END, CORNER,

INTERMEDIATE AND GATE POSTS

10’-0" MAX.

FENCING FABRIC CONFORMS TO THE

REQUIREMENTS OF y710-30 OF THE

STANDARD SPECIFICATIONS

FENCING FABRIC CONFORMS TO THE

REQUIREMENTS OF y710-30 OF THE

STANDARD SPECIFICATIONS


6" MIN. DIA.

20

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R.O.W. FENCING

607-01


(DESIGN)


STA

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(US

C),

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019


(ACTING)


FABRIC TIES FOR TOP AND BRACE

FABRIC TIES FOR LINE POSTS

FABRIC TIES FOR TENSION WIRE

BOTTOM TENSION WIRE 7 GA. GALVANIZED STEEL

TOP RAIL

CLASS A SCHEDULE 40 PIPE

CLASS B STEEL TUBING

CLASS C ROLLFORMED



CLASS C ROLLFORMED


CLASS C ROLLFORMED



CLASS C ROLLFORMED



CLASS C ROLLFORMED



H POSTS

H POSTS

H POSTS

H POSTS

H POSTS



CLASS C ROLLFORMED



CLASS C ROLLFORMED

2

2

2�

2�

1�

1�

1�

1�

1�

1�

2

2

2

2


CLASS B STEEL TUBING 2�

2�

3.65

3.12

5.10

5.79

4.64

5.10

2.27

1.84

1.35

2.27

1.84

1.35

2.72

2.28

1.85

3.43

3.65

3.12

2.40

3.43

3.65

3.12

2.78

3.43

5.79

4.64

3.43

2

2

2

1�

1�

1�

1�

2�

2�

1.26

2.00

1.22

1.26

1.22

1.26

1.22

2.00

1.22

n45n

45

1�

2�

2�

1�

1�

1�

1�

1�

1�

DESIGNATOR

NPS

DESIGNATOR

NPS

UNDER

FOR FENCES 6’ AND

INTERMEDIATE POSTS

END, CORNER AND

FENCES UNDER 6’

BRACE RAILS FOR

FENCES 6’ AND OVER

BRACE RAILS FOR

6’ AND UNDER

LINE POSTS FOR FENCES

EQUAL TO OR LESS THAN 8’

GREATER THAN 6’ AND





OVER 10’


0.79

0.79

0.79

0.94

0.90

0.90

7.

6.

5.

4.

3.

2.

1.

NOTES:

PULL OR CORNER SECTIONLINE SECTIONTERMINAL SECTION

POST AND RAIL SECTION

USE SECTION

STEEL ALUMINUM

LBS/FT

WEIGHT

LBS/FT

WEIGHT

DRIVE ANCHOR

ALUMINUMSTEELACCESSORY

(SEE POST AND RAIL SCHEDULE FOR DIMENSIONS)

CLASS "C" ROLLFORMED SECTIONS

INTERMEDIATE POST

END, CORNER, AND

POST

TOP AND BRACE

POST

ROLLFORMED

OR �" X .06" CLIPS AT 14" MAX.

ALUMINUM WIRE AT 14" MAX.d�"

ALUMINUM WIRE AT 12"d�"

ALUMINUM WIREd�"

* DO NOT USE 3�" X 3�" ROLLFORMED POST ON FENCES OVER 8’

24" C.C. MAX.

6 GA. ALUMINUM WIRE AT

14" C.C. MAX.


12" O.C.


ALUMINUM WIRE AT 24" C.C. MAX.d�"

TENSION WIRE TO LINE POST

SUGGESTED METHOD OF TYING

2�" X 2"

2�" X 2"

2�" X 2"

2�" X 2"

AND H POSTS

ROLLFORMED

AND H POSTS

ROLLFORMED

3�" X 3�"

3�" X 3�"

1�" X 1�"

1�" X 1�"

1�" X 1�"

2�" X 1�"

1�" X 1�"

2�" X 1�"

2�" X 1�"

2�" X 1�"

2�" X 1�"

2�"

2�"

1�"

1�"

2�"

2�"

2�"

2�"

2�"

2�"

1�" X 1�"

1�" X 1�"

O.D. O.D.

2�"

2�"

1�"

2�"

2�"

2�"

LINE POST

3’-3"

3’-

0"

ANGLE

ANCHOR

BOLTSc

4"

FINISHED GRADE

COLLAR

�" GALVANIZED BOLT

NORMAL TO FENCE FABRIC

NOTE: DRIVE ANCHOR ANGLES719-01 TYPE I OR CAST IRON OR MALLEABLE IRON

GALVANIZED IN ACCORDANCE WITH SECTION

COLLAR: WELDABLE STEEL OR CAST STEEL

URNBUCKLET

u2"

FINISHED GRADE

BRACE RAIL

6"

(SEE NOTE 6)INSTRUCTIONS)

INTO THE POST. (SEE MANUFACTURER’S

C POSTS HAVE THE FENCE FABRIC WOVEN

STRETCHER BARS AND BANDS. CLASS

CLASS A OR CLASS B POSTS REQUIRE

END POST

LINE POST WITH CAP LINE POST WITH CAP TOP RAIL KNUCKLED SELVAGE FOR FENCES LESS THAN 6’

THE TOP RAIL ON FENCES 6’ HIGH AND OVER

BARBED OR KNUCKLED SELVAGE 1" ABOVE

POST (INSTALLATION TYPICAL FOR BOTH)

CORNER OR INTERMEDIATE (PULL)

TENSION WIRE

(SEE NOTE 6)

TENSION WIRE

10’-0" MAXIMUM 10’-0" MAXIMUM

500’-0" MAXIMUM FROM END OR CORNER TO PULL SECTION OR BETWEEN PULL SECTIONS

BRACE RAIL

TURNBUCKLE

TRUSS RODd /8"3

STRETCHER BAR

BANDS

CHAINLINK FENCE WITH TOP RAIL SHALL NOT BE USED WITHIN 29’-6" OF TRAVELED WAY.

STANDARD SHEET TITLED "GATES AND CHAINLINK FENCE ADJACENT TO GATES".

BY 3’-6" DEEP WITH THE POST EMBEDDED 3’ FOR FENCES OVER 6’ HIGH. FOR GATE POSTS SEE THE CURRENT

d BY 3’ DEEP WITH THE POST EMBEDDED 2’-6" FOR FENCES 6’ HIGH OR LESS AND 12"dMINIMUM OF 10"

AND INTERMEDIATE POSTS SHALL BE SET IN CONCRETE BASES. THE CONCRETE BASES SHALL BE A

THE MANUFACTURER EXCEPT THAT THE LINE POSTS WITH TRUSS RODS ATTACHED AND ALL END, CORNER

BASES WITH THE POSTS EMBEDDED 2’-5" OR USING METHODS OF DRIVING AND ANCHORING SPECIFIED BY

BY 3’ DEEP CONCRETEdTHE CONTRACTOR SHALL HAVE THE OPTION OF SETTING THE LINE POSTS IN 10"

MAY EXCEED THE SPECIFIED WEIGHT.

STEEL PIPES AND SHAPES SHALL WEIGH AT LEAST 95% OF THE WEIGHT SPECIFIED ON THIS SHEET. THEY

ENGINEER. NO FENCE SHALL BE ERECTED PRIOR TO THE APPROVAL OF THE VARIOUS DETAILS.

THE CONTRACTOR SHALL SUBMIT THE DETAILS FOR THE CHAIN LINK FENCE IT PLANS TO ERECT TO THE

FENCE OR AS DIRECTED BY THE ENGINEER.

AND OVER. PULL POSTS SHALL BE USED EVERY 500’ ON STRAIGHT RUNS OF CHAINLINKnALIGNMENT OF 15

CORNER POSTS SHALL BE USED AT SHARP BREAKS IN VERTICAL GRADE, AND CHANGES IN HORIZONTAL

MORTAR SHALL BE PERFORMED IN A MANNER APPROVED BY THE ENGINEER.

CONSISTENCY SHOWING NO SIGNS OF FREE WATER. THE HAND MIXING AND CONSOLIDATION OF THE

CONSISTING OF ONE PART PORTLAND CEMENT TWO PARTS FINE AGGREGATE MIXED TO A PLASTIC

BE MADE. AFTER INSERTING THE POSTS. THE HOLES SHALL BE BACKFILLED WITH A HANDMIXED 1:2 MORTAR

THE POST, AND OF 12" MIN. DEPTH FOR LINE POSTS, AND 18" MIN. DEPTH FOR ALL OTHER POSTS SHALL

POSTS IN ROCK - WHERE SUBSTANTIAL ROCK IS ENCOUNTERED A HOLE 1" LARGER IN DIAMETER THAN

BE PULLED TIGHT AGAINST THE POST.

ENGINEER. THE FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE POSTS SO THAT THE FABRIC CAN

THE R.O.W. SIDE OF POSTS WILL BE AS NEARLY ON THE R.O.W. LINE AS POSSIBLE. WHEN DIRECTED BY THE

POSTS, INCLUDING ENCASEMENT, SHALL BE SET INSIDE THE R.O.W. LINE SO THAT FENCING PLACED ON

KNUCKLED SELVAGE FOR FENCES LESS THAN 6’.

THE TOP RAIL ON FENCES 6’ HIGH AND OVER.

NOTE: BARB OR KNUCKLED SELVAGE 1" ABOVE

GALVANIZED STEEL ANGLE

1�" X 1�" X �" X 2’-6"

FOR FENCES OVER 6’

INTERMEDIATE POSTS

END, CORNER AND

TENSION WIRE

TWIST AROUND POST

6 GA. ALUMINUM TIE WIRE

ERRATA 1 EFF. 01/09/2014


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WITH TOP RAIL

CHAINLINK FENCE

607-04


STA

ND

AR

D S

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ETS

(US

C),

Sep

tem

ber 0

1, 2

019


(ACTING)


(SEE MANUFACTURER’S INSTRUCTION)

CLASS C POSTS HAVE THE FENCE FABRIC WOVEN INTO THE POST

CLASS A OR CLASS B POSTS REQUIRE STRETCHER BARS AND BANDS

LINE POSTS

FABRIC TIES FOR

TENSION WIRE

FABRIC TIES FOR

TENSION WIRE

TOP & BOTTOM

STEEL

7 GA. GALVANIZED

AT 14" O.C. MAX.

6 GA. ALUMINUM WIRE

12" O.C. MAX.

11 GA. ALUMINUM WIRE

ACCESSORY STEEL ALUMINUM

ALUMINUM WIREd�"

7.

6.

5.

4.

3.

2.

1.

NOTES:

TENSION WIRE TO LINE POST

SUGGESTED METHOD OF TYING

8’ MAX 8’ MAX 8’ MAX 8’ MAX 8’ MAX8’ MAX 8’ MAX

492’ MAX 492’ MAX

TERMINAL SECTION LINE SECTION

TURNBUCKLETURNBUCKLE

(SEE NOTE 6)

TURNBUCKLETURNBUCKLE

TRUSS RODd �"

KNUCKLED SELVAGE

TENSION WIRE

STRETCHER BAR

(SEE NOTE 6)

BANDS

TRUSS RODd �"

TURNBUCKLE

END POST

CONCRETE BASE

(PULL POST)

INTERMEDIATE POST

TENSION WIRE

OVER. KNUCKLED SELVAGE FOR FENCES LESS THAN 6’

NOTE: BARB SELVAGE 1" ABOVE TOP OF LINE POSTS ON FENCES 6’ HIGH AND

WITH CAP

LINE POST

WITH CAP

LINE POST (PULL POST)

INTERMEDIATE POST

(PULL POST)

INTERMEDIATE POST

POST

CORNER

(PULL POST)

NTERMEDIATE POSTI

PULL SECTION CORNER INSTALLATION

BARB SELVAGEKNUCKLED SELVAGE

TENSION WIRE

WIRE TWIST AROUND POST

6 GA. ALUMINUM TIE

APPROVED BY THE ENGINEER.

TOP TENSION WIRE SHALL BE FASTENED TO EACH POST IN A MANNER

SHEET TITLED "GATES AND CHAINLINK FENCE ADJACENT TO GATE".

3’ FOR FENCES OVER 6’ HIGH. FOR GATE POSTS SEE THE CURRENT STANDARD

BY 3’-6" DEEP WITH THE POST EMBEDDEDd6’ HIGH OR LESS AND 12"

BY 3’-0" DEEP WITH THE POST EMBEDDED 2’-6" FOR FENCESdOF 10"

CONCRETE BASES. THESE CONCRETE BASES SHALL BE A MINIMUM

AND ALL END, CORNER AND INTERMEDIATE POSTS SHALL BE SET IN

MANUFACTURER. HOWEVER, LINE POSTS WITH TRUSS RODS ATTACHED

OR USING METHODS OF DRIVING AND ANCHORING SPECIFIED BY THE

BY 3’ DEEP CONCRETE BASES WITH THE POST EMBEDDED 2’-6"dIN 10"

THE CONTRACTOR SHALL HAVE THE OPTION OF SETTING THE LINE POSTS

THE REQUIRED WEIGHT.

LIGHTER IN WEIGHT THAN 95% OF THAT SPECIFIED. THEY MAY EXCEED

STEEL PIPE AND STEEL SHAPES INDICATED ON THIS SHEET SHALL NOT BE

ERECTED PRIOR TO THE APPROVAL OF THE VARIES DETAILS.

TO ERECT SHALL BE SUBMITTED TO THE ENGINEER. NO FENCE SHALL BE

DETAIL DRAWING FOR CHAIN LINK FENCE THAT THE CONTRACTOR PLANS

EVERY 492’ ON RUNS OF CHAIN LINK FENCE OR AS DIRECTED BY THE ENGINEER.

AND OVER. PULL POSTS SHALL BE USEDn IN HORIZONTAL ALIGNMENT OF 15

CORNER POSTS SHALL BE USED AT BREAKS IN VERTICAL GRADE, AND CHANGES

APPROVED BY A ENGINEER.

CONSOLIDATION OF THE MORTAR SHALL BE PERFORMED IN A MANNER

CONSISTENCY SHOWING NO SIGNS OF FREE WATER. THE HAND MIXING AND

PORTLAND CEMENT TO TWO PARTS FINE AGGREGATE MIXED TO A PLASTIC

BACK FILLED WITH A HAND MIXED 1:2 MORTAR CONSISTING OF ONE PART

POSTS SHALL BE MADE. AFTER INSERTING THE POSTS, THE HOLES SHALL BE

POSTS, AND 1’-6" MINIMUM DEPTH FOR CORNER, END, AND INTERMEDIATE

LARGER IN DIAMETER THAN THE POST. AND OF 12" MIN. DEPTH FOR LINE

POST IN ROCK. WHERE SUBSTANTIAL ROCK IS ENCOUNTERED. A HOLE 1"

BE PULLED TIGHT AGAINST THE POST.

FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE IN ORDER FOR FABRIC TO

ON THE R.O.W. LINE AS IS POSSIBLE. WHEN DIRECTED BY THE ENGINEER, THE

THAT FENCING PLACED UPON THE R.O.W. SIDE OF POSTS WILL BE AS NEARLY

POSTS, INCLUDING ENCASEMENT, SHALL BE SET INSIDE THE R.O.W. LINE SO

AT 12" C.C. MAX.

ALUMINUM WIREd�"

CLIPS AT 14" C.C. MAX.

14" C.C. MAX OR �" X �"

ALUMINUM WIRE ATd�"

6"

FINISHED GRADE

2"

MA

X.


ERRATA 1 EFF. 01/09/2014

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STATE OF NEW YORK





WITH TOP TENSION WIRE

CHAINLINK FENCE

607-05


n45n

45

DRIVE ANCHOR

LINE POST

ANGLE

ANCHOR

BOLTSc

FINISHED GRADE

COLLAR

�" GALVANIZED BOLT

NORMAL TO FENCE FABRIC

NOTE: DRIVE ANCHOR ANGLES719-01 TYPE I OR CAST IRON OR MALLEABLE IRON

GALVANIZED IN ACCORDANCE WITH SECTION

COLLAR: WELDABLE STEEL OR CAST STEEL

3’-

0"

3’-3"

4"

GALVANIZED STEEL ANGLE

1�" X 1�" X �" X 2’-6"



CLASS C ROLLFORMED



CLASS C ROLLFORMED

CLASS C ROLLFORMED



H POSTS

H POSTS

H POSTS

H POSTS

H POSTS



CLASS C ROLLFORMED



CLASS C ROLLFORMED

2

2

2�

2�

1�

1�

2

2

2

2


CLASS B STEEL TUBING 2�

2�

3.65

3.12

5.10

5.79

4.64

5.10

2.72

2.28

1.85

3.43

3.65

3.12

2.40

3.43

3.65

3.12

2.78

3.43

5.79

4.64

3.43

2

2

2

1�

2�

2�

1.26

2.00

1.22

1.26

1.22

1.26

1.22

2.00

1.22

2�

2�

DESIGNATOR

NPS

DESIGNATOR

NPS

6’ AND UNDER








OVER 10’


0.94

0.90

0.90

POST AND RAIL SECTION

USE SECTION

STEEL ALUMINUM

LBS/FT

WEIGHT

LBS/FT

WEIGHT

* DO NOT USE 3�" X 3�" ROLLFORMED POST ON FENCES OVER 8’

2�" X 2"

2�" X 2"

2�" X 2"

2�" X 2"

AND H POSTS

ROLLFORMED

AND H POSTS

ROLLFORMED

3�" X 3�"

3�" X 3�"

1�" X 1�"

2�" X 1�"

1�" X 1�"

2�" X 1�"

2�" X 1�"

2�" X 1�"

2�" X 1�"

2�"

2�"

1�"

1�"

2�"

2�"

2�"

2�"

2�"

2�"

1�" X 1�"

1�" X 1�"

O.D. O.D.

2�"

2�"

1�"

2�"

2�"

2�"

FOR FENCES OVER 6’

INTERMEDIATE POSTS

END, CORNER AND

FOR FENCES 6’ AND UNDER

INTERMEDIATE POSTS

END, CORNER AND

(SEE POST AND RAIL SCHEDULE FOR DIMENSIONS)

CLASS "C" ROLLFORMED SECTIONS

INTERMEDIATE POST

END, CORNER, AND

POST

TOP AND BRACE

POST

ROLLFORMED

STA

ND

AR

D S

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(US

C),

Sep

tem

ber 0

1, 2

019



*FROM ANSI - H35.2(M)

3’-6"

3’-6"

3’-6"

3’-6"

3’-8"

GATE POST FOR SINGLE LEAF

GATES UP TO 12’ SPAN

GATE POST FOR DOUBLE LEAF

GATES UP TO 24’ SPAN

GATE POST FOR DOUBLE LEAF

GATES 28’ - 36’ SPAN

GATES POSTS FOR DOUBLE LEAF

GATES 40’- 44’

14"

14"

24"

3’-0"

3’-0"

3’-0"

NOTES:

1.

2.

3.

DOUBLE LEAF GATE

SINGLE LEAF GATE

CHAINLINK FENCE WITH TOP

RAIL ADJACENT TO

SINGLE LEAF GATE


RAIL ADJACENT TO

DOUBLE LEAF GATE

NPS

DESIGNATOR

WEIGHT

LBS/FT

2�

2�

3�

6

8

1�

2

5.79

4.64

5.10

9.11

5.10

18.97

28.55

2.72

3.65

3�

3�

6

8

1�

2

3.15

3.15

6.56

9.88

WEIGHT

LBS/FT

3� X 3�

3� X 3�

4"

4"

ALUMINUMSTEEL

SECTIONUSE

POST AND RAIL SCHEDULE

SCHEDULE 40 PIPE

ROLLFORMED

SCHEDULE 40 PIPE

SCHEDULE 40 PIPE

SCHEDULE 40 PIPE

SCHEDULE 40 PIPE

GATE POSTS FOR SINGLE LEAF

GATES LESS THAN 6’ SPAN

GATE POSTS FOR DOUBLE LEAF

GATES, 10’ - 24’ SPAN

GATE POSTS FOR DOUBLE LEAF


GATE FRAME FOR GATES

8’ IN WIDTH OR LESS

GATE POSTS FOR SINGLE LEAF

GATES LESS THAN 6’ - 12’ SPAN

TURNBUCKLE

LINE POST WITH CAP

TOP RAIL

BRACE RAIL

TENSION WIRE

CONCRETE BASE

(SEE CONCRETE BASE SCHEDULE

FOR GATE POST DIMENSIONS)

GATE POST CONCRETE BASE SCHEDULE

(SEE NOTE 1)

USE DIA. A B

24"

DIA.

1’

GATE POST

(SEE POST AND RAIL SCHEDULE FOR POST SIZE)

3" GROUND CLEARANCEFINISHED GRADE

TENSION WIRE

TENSION WIRE

TURNBUCKLE

INTERMEDIATE POST

(PULL POST)LINE CAP WITH POST

GATE POST (SEE POST & RAIL SCHEDULE FOR POST SIZED

LINE CAP WITH POSTTOP RAILEND POST

TURNBUCKLE

FINISHED GRADE

TENSION WIRE

BRACE RAIL

LINE CAP WITH POST

TURNBUCKLE

INTERMEDIATE POST (PULL POST)

TENSION WIRE

TENSION WIRE

CONCRETE BASE

(SEE GATE POST CONCRETE BASE

SCHEDULE FOR DIMENSIONS)

180 n

HINGES

LATCH

�"d TRUSS ROD

GATE FRAME FOR GATES

GREATER THAN 8’ IN WIDTH

�"d TRUSS ROD

�"d TRUSS ROD

�"d TRUSS RODGATES POSTS IN ROCK. WHERE SUBSTANTIAL ROCK IS ENCOUNTERED A HOLE 1" LARGER THAN

THE GATE POST AND A MINIMUM DEPTH OF 1’-6" FOR SINGLE LEAF GATES UP TO 12’ SPAN

AND DOUBLE LEAF GATES UP TO 36’ SPAN, AND 2’ IN DEPTH FOR DOUBLE LEAF GATES 40’

SPAN TO 44’ SPAN SHALL BE MADE. AFTER INSERTING THE POSTS, THE HOLES SHALL BE

BACKFILLED WITH A HANDMIXED 1:2 MORTAR CONSISTING OF ONE PART PORTLAND CEMENT

AND TWO PARTS FINE AGGREGATE MIXED TO A PLASTIC CONSISTENCY SHOWING NO SIGN OF

FREE WATER. THE HANDMIXING AND CONSOLIDATION OF THE MORTAR SHALL BE PREFORMED IN

A MANNER APPROVED BY THE ENGINEER.

THE CONTRACTOR SHALL SUBMIT THE DETAILS FOR GATES AND CHAINLINK FENCE ADJACENT

TO THEM TO THE ENGINEER. NO FENCE OR GATES SHALL BE ERECTED PRIOR TO THE

APPROVAL OF THE VARIOUS DETAILS.

STEEL PIPES AND SHAPES SHALL WEIGH AT LEAST 95% OF THE WEIGHT SPECIFIED ON

THIS SHEET. THEY MAY EXCEED THE SPECIFIED WEIGHT.

O.D. NOM.O.D. SIZEROLLFORMED

1.264

0.94

8�"

6�"

1�"

2�"

2�"

2�"

4"

6�"

2�"

1�"

8�"

GATES POSTS FOR DOUBLE LEAF


SCHEDULE 40 PIPE

ROLLFORMED

3�

3� X 3�

4" 9.11

5.10

3� 4" 3.15

SCHEDULE 40 PIPE

CLASS B, STEEL

ROLLFORMED


TENSION WIRE ADJACENT TO

SINGLE LEAF GATE


TENSION WIRE ADJACENT TO

DOUBLE LEAF GATE

NPS

DESIGNATOR

2’-0"

A

B

3" GROUND

CLEARANCE


(DESIGN)


20

-N

OV

-2

00

8 1

4:0

5

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=jturley

IP

_P

WP

:d0

10

95

53

\60

7-0

6.d

gn

STATE OF NEW YORK





GATES AND CHAINLINK FENCE

ADJACENT TO GATES

607-06


STA

ND

AR

D S

HE

ETS

(US

C),

Sep

tem

ber 0

1, 2

019

new york state standard sheets · 2019. 6. 11. · 209-07 sediment traps eb 09-036 402-01 eb 08-036...

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