new york state standard sheets...note: individual standard sheets in this book become part of a u.s....

CHT-EKT

x xx

T@U@R@NO@N

R@E@D

N@O

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

MAY 01, 2020

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)

05/01/2020

INDEX OF SHEETS EFFECTIVE

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

606-24


(THIS BOOK)

BOOK 2


05/01/2020


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 19-049PRECAST CONCRETE BARRIER

606-37 EB 19-049MACHINE 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

606-14EB 19-049

SINGLE-SLOPE CONCRETE WIDE BARRIER

SINGLE-SLOPE CONCRETE MEDIAN BARRIER AND

606-15 EB 19-049SECTION - RAMPED TERMINAL

SINGLE-SLOPE CONCRETE BARRIER TERMINAL

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

606-20

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 19-049

(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 19-049

05/08/14

606-02

CABLE MEDIAN BARRIER (SHEET 3 OF 3)

606-04

EB 11-013

EB 19-049

01/12/12

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 19-049BOX BEAM GUIDE RAIL (SHEET 3 OF 5)

EB 19-041 01/01/20

EFFECTIVEISSUED BYSUBJECTSHEET NO.

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


EB 19-049

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 19-049

GRADING DETAILS FOR PROPRIETARY HPBO (MOD.) TERMINALS

EB 19-049

(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)

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.)

EB 19-049

EB 19-049



05/08/14EB 13-028


CORRUGATED-BEAM GUIDE RAILING (SHEET 1 OF 2)



CORRUGATED-BEAM GUIDE RAILING (SHEET 2 OF 2)



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)


HPBO GUIDE RAILING AND TRANSITIONS (8 SHEETS)


HPBO MEDIAN BARRIER AND TRANSITIONS (5 SHEETS)

EB 11-013 01/12/12BOX BEAM GUIDE RAIL (SHEET 4 OF 5)


BOX BEAM GUIDE RAIL (SHEET 1 OF 5)

BOX BEAM GUIDE RAIL (SHEET 5 OF 5) PEDESTRIAN BREAK

05/01/2020

05/01/2020

606-18 EB 19-047SINGLE OR DOUBLE BOX BEAM GUIDE RAIL

TRANSITION: BOX BEAM MEDIAN BARRIER AND

05/01/2020

05/01/2020

05/01/2020

05/01/2020

05/01/2020

05/01/2020

05/01/2020

05/01/2020

05/01/2020

05/01/2020

05/01/2020

05/01/2020

BOX BEAM GUIDE RAIL (SHEET 2 OF 5)


TRANSITION: BOX - W-BEAM (MOD.)

TRANSITION: BOX - HPBO (MOD.)

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

TRANSITION: BOX MEDIAN - WEAK POST AND

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

TRANSITION: BOX MEDIAN - WEAK POST AND

606-28


STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0


BOOK 3


05/01/2020


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

05/01/20EI 20-005

LANDSCAPE PLANTING DETAILS (SHEET 1 OF 2)

EB 12-011 09/06/12

619-01

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)

05/03/12


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

SIDEWALK CURB RAMP DETAILS (SHEET 5 OF 12)








EI 20-005 05/01/20608-03

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 19-049TEMPORARY CONCRETE BARRIER 05/01/2020


EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20

EI 20-005 05/01/20




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


STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

645-10EB 19-052SIGN POSTS

MULTIPLE POST SIGN INSTALLATION USING TYPE B

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

05/01/2020


BOOK4


05/01/2020


645-01

EB 09-025

EB 09-025 01/07/10

01/07/10

645-02 EB 19-052ROUTE 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 19-052

645-12 EB 19-052ASSEMBLY

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

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



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


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)

IRON FRAMES AND CURB BOXES

WELDED FRAMES AND PROOF LOADED CAST STEEL OR

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

AND EB 19-023)

REFERENCE MARKER DETAILS (ERRATA ISSUED BY EB 14-025


SNOWPLOWING MARKER DETAILS AND NOTES

DELINEATOR SNOWPLOWING MARKER AND SUPPLEMENTARY

05/01/2020

05/01/2020

05/01/2020

ASSEMBLY (ERRATA ISSUED BY EB 20-014)

BI-DIRECTIONAL BREAKAWAY BASE AND HINGE

680-01 01/01/18

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

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

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

(ERRATA ISSUED BY EB XX-XXX)

TRAFFIC SIGNAL POLE FOUNDATIONS

INSTALLATION DETAILS (ERRATA ISSUED BY EB XX-XXX)

PEDESTRIAN SIGNALS AND FLASHING BEACON

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

PAVEMENT MARKING DETAILS (SHEET 9 OF 9) (ERRATA 1

ISSUED BY EB 13-041) (ERRATA 2 ISSUED BY EB XX-XXX)

WOOD POLE DETAILS

(DISAPPROVED)



STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

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.

‚" 2"

15-J

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9

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606-0101_090612_e1.d

gn

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

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

( 715-02). THE CABLE SPLICE AND WEDGE SHALL BE FABRICATED 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".

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 INSTALLATIONNOTE: 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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606-0102_090612.d

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STATE OF NEW YORK





(SHEET 2 OF 3)

CABLE GUIDE RAILING

606-01

EFFECTIVE DATE: 09/06/12

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

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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606-0103_090612.d

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STATE OF NEW YORK





(SHEET 3 OF 3)

CABLE GUIDE RAILING

606-01


STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

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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STATE OF NEW YORK





(SHEET 1 OF 3)

CABLE MEDIAN BARRIER

606-02



(ACTING)


ANCHOR POST

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

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"

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

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

06-F

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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)


STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

BOX BEAM

TS 6" X 6"

WITH WASHER

…" BOLT 9•" LONG

NUT WITH WASHER

DETAIL "A" - PLAN VIEW

(NOT REQUIRED IN ROCK)

STEEL SOIL PLATE

‚" X 8" X 24"

3"

SHOULDER BREAK

WID

TH

SH

OU

LD

ER

NO

RM

AL

TANGENT SECTION

TANGENT SECTION

GROUND LINE

THE APPROPRIATE ITEM

ENGINEER. PAYMENT SHALL BE UNDER

OR STRAIGHT AS DIRECTED BY THE

BOX BEAM SHALL BE SHOP CURVED

REQUIRED IN SOIL

SOIL PLATES

TS 6" X 6" BOX BEAM

OR OTHER OPENING

DRIVEWAY, WALKWAY

EDGE OF TRAVELED WAY

WITH NUTS AND FLAT WASHERS

AND IN BOTH POSTS. …" X 9•" BOLT

HOLE IN BOTH SIDES OF BOX BEAMd ‹"

MATERIAL, SOIL PLATES NOT REQUIRED.

GRANULAR MATERIAL AROUND POSTS OR DRIVE POST IN COMPACTED

DRILL APPROPRIATE SIZE HOLE OR HOLES, BACKFILL AND COMPACT

TERMINAL POSTS IN ROCK:

TYPE 0 END TERMINAL

POST MAY BE FIELD CUT

FACTOR = 2

PAYMENT3'-0"

AS GUIDE RAIL WITH THE INDICATED PAYMENT FACTORS

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

TYPICAL LAYOUT

ELEVATION

TYPICAL TYPE IIA END ASSEMBLY

ELEVATION

PLAN VIEW

PLAN VIEWPLAN VIEW

OR TRANSITION TO OTHER SYSTEMS

TERMINATE WITH BOX BEAM END PIECE

OR TRANSITION TO OTHER SYSTEMS

TERMINATE WITH BOX BEAM END PIECE

(SEE NOTE 2)

POST SPACING 6'-0" TYP.

(SEE DETAIL "A")

2 POST ANCHOR

OTHER OPENING

WALKWAY OR

DRIVEWAY

(SEE NOTE 7)

LENGTH OF PIECE SHALL BE CUT AT

PAY LIMIT FOR TYPE I END ASSEMBLY

(SEE NOTE 4)

(SEE DETAILS ON SHEET 3 OF 4)

TYPICAL TYPE I END ASSEMBLY

ELEVATION

(SEE NOTE 4)

FOR TYPE IIA

POINT OF REDIRECTION

15'

(SEE NOTE 7)

2'-

6"

MIN.

SHOULDER BREAK

REDIRECTION

POINT OF

6'-0"

18'-0"

HEIGHT ALONG FLARED PORTION

BACK SLOPE WITHOUT EXCEEDING RAIL MOUNTING

05.93'n I=20

R=205.25'

L=72'

SHOULDER BREAK

EDGE OF PAVEMENT

FOR THESE SECTIONS

SHOP CURVING REQUIRED

(SHEET 2 OF 4)

SEE BOX BEAM END PIECE DETAILS

FOR TYPE I END ASSEMBLY


FOR TYPE I END ASSEMBLY


18'-0"

BOX BEAM

GALVANIZED STEEL

TS 6" X 6" X ‰"

SECTION

TANGENT

23-S

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ERRATA 1 EFF. 01/01/2020606-04


(SHEET 1 OF 5)

BOX_BEAM GUIDE RAIL

DRAFT

DEPUTY CHIEF ENGINEER

(DESIGN)

APPROVED JUNE 21, 2011

(SE

E

NO

TE 4)


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

THE OFFSET IS GREATER.

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

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

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

BACKUP MAY REMAIN IN PLACE.

SHALL BE MADE UNDER THE APPROPRIATE ITEM.

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

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

CURVED LENGTHS SHALL BE MADE UNDER THE APPROPRIATE ITEM.

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

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

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

TRANSITIONS AND CONNECTIONS TO BRIDGE RAIL.

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

TO REDUCE POST SPACING TO 3'-0" AND SHALL BE FASTENED TORAIL, EXCEPT AT SPLICE LOCATIONS.

CONTRACT PLANS. FOR RUNS UNDER 130 FEET IN LENGTH, BACKUP POSTS ARE ARE REQUIRED

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

7.

6.

5.

4.

3.

2.

1.

GENERAL NOTES:

u4"

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

7"

8•

"

GROUND LINE

‚ 2-10

‚ 2

BEAMc

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

POSTc POSTc

(SEE DETAIL B)

2"+/-

6"6"

‚ 2

STEEL PLATE

‚" X 8" X 24"

FRONT VIEW BACK VIEW

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 LINE2'-

3"

2'-

11"

5'-

3"

2'-

3"

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

36"

MIN.

IN

AL

L

SE

CTIO

NS

S3 X 5.7 POST

u43"

TACK WELD ƒ" HEX NUTS

TAPPED BOLT HOLES

SPLICE PLATE SHOWING

SECTION A-A

TO PLATE

ƒ" HEX NUTS WELDED

SPLICE PLATE SHOWING

SECTION A-A

AND FLAT WASHER

BOLT WITH NUTd•"

8"

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…"


TYPICAL TANGENT SECTION

ELEVATION

BOX BEAM END PIECE

ELEVATION

6"

(SEE DETAIL)

ANCHOR POST

SOIL PLATE (TYP.)

‚" X 8" X 24"

SEE DETAIL "A"

ANCHOR POST DETAIL

SEE DETAIL BELOW

(TOP AND BOTTOM)

HOLES IN BOX BEAMd1„"

WIDE WASHERS (TYP.)

ASTM A325 WITH F436

(8)- ƒ" BOLTS

HOLE IN BEAM AND STEEL ANGLE)d(Ž"

NUT AND WASHERS (1 WASHER EACH SIDE)

BOLT WITH X 7ƒ" LONG STD. HEXd ƒ"

DETAIL A

HOLES

dWITH 8-†"

†" PLATE

HOLES

dWITH (8)-‡"

†" PLATE

3'-11" LONG

S3 X 5.7 POST

SEE DETAIL "B"

SHEET 606-04 3 OF 4

SEE BRACKET DETAIL

STEEL L 5" X 3•" X …"

TWO WASHERS PER BOLT

HEX BOLT WITH ONE NUT AND

X 1•" LONGd •"

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…"

2'-

0"

2'-

0"

5‹

"5‹

"

4"

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

8"

8"

8"

1'-0"

43"

8"

6"

6"

5"

11"

6"

1•

"

u38•"

4•"4•"

2"

MIN.

AN

D 4"

MA

X.

PAY LIMIT FOR BOX BEAM END PIECE EACH UNIT

†"

†"

4"

2'-

0"

12"

12"

2" BOLT 1•" BOLT MIN.

POSTc POSTc

B-U2a

7"

8•

"

IS CLOSER TO END OF RUN

DRIVE POST SO HOLE IN FLANGE

SEE DETAIL "C"

DETAIL C

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FRONT AND BACK FLANGES

HOLE IN BOTHd †"

BACK FANGES

IN BOTH FRONT AND

†" x 1ƒ" SLOT

DETAIL B

(DESIGN)


/S/ RICHARD D. WILDER, P.E.

(SHEET 2 of 5)

BOX BEAM GUIDE RAIL

606-04

ISSUED UNDER EB 19-049APPROVED JANUARY 2, 2020

3"

3"

3•

"3•

"

6"

8"

†"†"

ARE …"

SPECIFIED HOLE DIAMETERS

NOTE: UNLESS OTHERWISE

HOOK BOLT HOLE (CABLE)

REFLECTOR HOLE

BARRIER POST 1‚" C.C.

TO PERMIT USE AS MEDIAN

HOLES THRU OPPOSING FLANGE

(2)- W-BEAM MOUNTING HOLES

BOX BEAM 1‚" C.C.

HOLES FOR MOUNTING d (2)- †"


OR ALTERNATE REFLECTOR MOUNTING

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


MOUNTING (BOX BEAM)

HOLE FOR ALTERNATE REFLECTOR

FRONT VIEW BACK VIEW

UNIVERSAL POST DETAILS

‚"

‰"

„"

45°

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

SEE SHEET 606-01 2of4 FOR DETAILS

2'-

0"

4"

6"

6"

5"

3"

(1 WASHER EACH SIDE)

NUT AND WASHERS

STD. HEX BOLT WITH

X 1•" LONGd •"

(1 WASHER EACH SIDE)

NUT AND WASHERS

STD. HEX BOLT WITH

X 8" LONGd •"

IN BEAM

HOLEd †"

2'-

0"

4"

POST 2 AND 4

FRONT ELEVATION

POST 2 AND 4

SIDE ELEVATION

POST 1

BRACKET DETAILS

5"

2"

3•

"

5"

3•

"

(SEE NOTES 1 AND 2)

6"

5"

9‡

"

6"

3"

S3 X 5.7 POST

2‚

"

2"

HOLESd (4)- †"

Œ"

Œ"

1Œ

"9‡

"

"DETAIL A"

POSTS 2 AND 4 CONNECTION DETAIL

POSTS 2 AND 4

BRACKET DETAILS

ASTM A307 HEX BOLT

X 7ƒ" LONGdƒ"

HOLE FORdŽ"

X 1•" LONG ASTM A307 HEX BOLTd•"

HOLES FORd†"

5"

4•

"

ƒ"

1Œ

"

1" 1"

5"

2"

3•

"

5"

4•

"

1Œ

"

1" 1"

4•

"

5" ƒ"

1ƒ

"

…"

…" …"

…"

…"

…"

7'-0" LONG

S3 X 5.7 POST

= 35'-0"

R

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"

POST 8 POST 6

POST 4 POST 2

TANGENT SECTION

POST 3POST 5POST 7POST 9

4'-

5•

"

3'-

0"

2'-

3"

NO

TE 4)

(SE

E

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

BRACKET DETAILS

ELEVATION

END ASSEMBLY TYPE IIA

PLAN VIEW

END ASSEMBLY TYPE IIA

L = 18'-0"


(SEE NOTE 6)


18'-0"

(SEE NOTE 3)

POST 1

PAY LIMITS FOR TYPE IIA END ASSEMBLY

BOX

BEAM E

ND PIEC

E DE

TAILS

(SEE

SHEE

T 2

OF 4)

VA

RIA

BL

E

ASTM A307 HEX BOLT

X 8" LONGd•"

†"X 3" SLOT FOR

ƒ"

ASTM A307 HEX BOLTS

X 1†" LONGd (2) •"

SLOT FOR †"X 3"

ASTM A307 HEX BOLTS

X 7•" LONGd …"

SLOT FOR ‹"X 3"

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(SHEET 3 OF 5)

BOX BEAM GUIDE RAIL

606-04


TANGENCY.

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

RUNS LESS THAN 130' IN LENGTH, ALL BACKUP POSTS SHALL BE FASTENED TO THE RAIL.

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

EQUIVALENT OF APPROXIMATELY 100 LBS EFFORT TO DEPRESS THE TERMINAL DOWN.

OVER A SLOPE OR DITCH, THE TERMINAL END SHOULD BE PUSHED DOWN WITH THE

THE DRAWING INDICATES THE TERMINAL INSTALLED ON LEVEL GROUND. WHEN INSTALLED

AT THE POINT OF TANGENCY.

CURVED PORTION OF A 24' OR 36' PIECE. OTHERWISE, AN 18' SECTION IS TO BE SPLICED

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

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

STANDARD LENGTH.

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

6.

5.

4.

3.

2.

1.

TYPE IIA NOTES:

EXISTING GROUND

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

X 1•" LONG ASTM A307 HEX BOLTd•"

HOLES FORd†"

(DESIGN)


APPROVED JANUARY 2, 2020

/S/ RICHARD D. WILDER P.E.

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

TYPICAL PIPE LENGTHS

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

(SEE NOTE 3)(SEE NOTE 3)

(SEE NOTE 4)

4.

3.

2.

1.

2.

1.

(SEE NOTE 4)

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

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

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

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

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

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

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

C.

B.

A.

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

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

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

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

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

MAX. SLOPE 1:6

30"

MA

X.

30"

MA

X.

1:2 MAX.

POST 1

POST 2POST 3

POST 4POST 5

POST 6

POST 7

POST 8

POST 9

C

CDIRECTION OF TRAVEL

1.

APPROACH SLOPE

AND A TYPE 0 ENDING USED.

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

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

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

SHOULDER

TOP OF FILL

C.

B.

A.

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

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

1'-0"

SHOULDER BREAK SHOULDER BREAK

8'-0"

NOT TO EXCEED 1:6

MATCH SLOPE

CUT PIPE TO APPROXIMATELY

2'-0" 25'-0"

29'-0"2'-6"

33'-0"3'-0"

40'-0"4'-0"

(SEE NOTE 4 SHEET 1 OF 4)



30"

MA

X.

A

A

B

B

SHOULDER BREAK SHOULDER BREAK

SHOULDER BREAK

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

SECTION "B-B" - OPTION 2 : DRIVEWAY EMBANKMENTFLARING OPTION 2 FOR TYPE IIA BOX BEAM GUIDE RAIL

FLARING OPTION 1 FOR TYPE IIA BOX BEAM GUIDE RAIL

FLARING OPTION 3 FOR TYPE IIA BOX BEAM GUIDE RAIL

SHOULDER

SHOULDER

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

DRIVEWAY

DITCH DEPTH PIPE LENGTH

(SEE NOTE 4)


FEATHERED TO ACHIEVE A SMOOTH TRANSITION ALONG CONTOURS.

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

17-S

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606-0404_011212.d

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STATE OF NEW YORK




APPROVED JULY 2, 2010

(SHEET 4 OF 5)

BOX BEAM GUIDE RAIL

606-04

EFFECTIVE DATE: 01/06/2011 (DESIGN)FOR THE DEPUTY CHIEF ENGINEER


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

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

OTHER OPENING

WALKWAY OR

(NOTE 1)

7'-0"A

23-S

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606-0405.d

gn


606-04


‚" 2"-11"

‚" 2"-11"

1" HOLES FOR ƒ"BOLTS

W 6x9 OR W 6x8.5 POST

4.

3.

2.

1.

PEDESTRIAN BREAK NOTES:

OF WEAK POSTS AND CONNECTIONS TO RAIL

SEE SHEET 2 of 5 FOR TYPICAL DETAILS

W6x8.5 POST

W6x9 OR

12"

3"

3"

HEAVY ANCHOR POST

CABLE DETAILS-TYPE

PLAN ELEVATION

CENTERED ON POST

SOIL PLATE

ZINC PAINT.

ALL CUTS AND HOLES THROUGH THE GALVANIZING SHALL BE TREATED WITH

PLATES NOT REQUIRED.

MATERIAL AROUND POSTS OR DRIVE POST IN COMPACTED MATERIAL, SOIL

DRILL APPROPRIATE SIZE HOLE OR HOLES, BACKFILL AND COMPACT GRANULAR

TERMINAL POSTS IN ROCK:

SHALL BE DRIVEN TO MEET THE RAIL.

FASTENED TO THE RAIL AT ITS DEPRESSED HEIGHT. THE REMAINING POSTS

TO BEST FOLLOW TOPOGRAPHY. THE FIRST POST SHALL BE DRIVEN AND

BE PUSHED DOWN WITH UP TO 100 LBS. OF FORCE TO DEPRESS THE RAIL

WHEN EXTENDED BEYOND A SLOPE BREAK, THE TERMINAL END SHOULD

THIS DRAWING ILLUSTRATES TERMINAL INSTALLED ON LEVEL GROUND.

FIELD CONDITIONS, LENGTH MAY BE BETWEEN 0 AND 5 FEET.

A LONGITUDINAL GAP OF 2 FEET IS PREFERRED. IF REQUIRED BY

WASHER ON EACH END.

HEX BOLT WITH NUT AND ONE FLAT

1" THROUGH HOLE FOR ƒ" X 8" LONG

PEDESTRIAN BREAK

(SHEET 5 OF 5)

BOX BEAM GUIDE RAIL

(DESIGN)

APPROVED SEPTEMBER 06, 2019


1" HOLE

3"

2'-

0"

WELDED TO FLANGE

SOIL PLATE 12" X 24" X …"

1"

1"

6'-

0"

PLAN VIEW

PEDESTRIAN BREAK

TANGENT SECTION


2'-0"

2'-3"

2'-3"

2'-3"

1'-0"

1'-0"

20'-0"

R

FOR THESE SECTIONS

SHOP CURVING REQUIRED

EXISTING GROUND

3'-0"

(NOT CONNECTED)

BACKUP POST

(NOT CONNECTED)

BACKUP POST

DIRECTION OF TRAVEL

7'-2•

"

3'-

6"

POST SPACING PER PLANS

ELEVATION

PEDESTRIAN BREAK

3'-0"

(SEE SHEET 2 OF 5)

BOX BEAM END PIECE

HEAVY ANCHOR POST

TANGENT SECTION

(SHEET 2 OF 5)

SEE BOX BEAM GUIDERAIL

SPLICE PLATE DETAILS

3'-0"1'-6"1'-6"1'-6"USE 3'-0" POST SPACING FOR 90'-0"

OR UNTIL REACHING FAR TERMINAL(SHEET 2 OF 5)

SEE BOX BEAM GUIDERAIL

SPLICE PLATE DETAILS

PEDESTRIAN GAP BOX BEAM PAY LIMIT

NOT CONNECTED

AT SPLICES, BACKUP POSTS

3"

3"

SEE BOX BEAM GUIDERAIL ELEVATION DETAILS (SHEET 2 OF 5)

SEE SHEET 2 of 5

ANCHOR POST

/S/ RICHARD WILDER, P.E.

3'-0"

HEAVY ANCHOR POST

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

"

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

4:0

3

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=jturley

IP

_P

WP

:d0

10

95

53

\60

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.

STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

L

R

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

OD

TRAFFIC

L DESIRABLE LENGTH OF NEED (FT.)

15

TRAFFIC

(INSTALLE

D STRAIG

HT)

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 ASS

EMBLY T

YPE III -

50’

09-O

CT

-2009 1

0:4

6

FIL

E N

AM

E =

DA

TE

/TIM

E =

US

ER

=jturley

606-06_010710.d

gn

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)


STAN

DAR

D S

HEE

TS (U

SC),

May

01,

202

0

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"

GUI

new york state standard sheets...note: individual standard sheets in this book become part of a u.s....

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