new york state standard sheets...eb 10-004 05/06/10 eb 10-004 05/06/10 wire rope rock catchment...

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 1 of 4

SHEETS 203-01 THRU 605-01

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)


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

(THIS BOOK)

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


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

UNSUITABLE MATERIAL

TYPICAL TRANSVERSE SECTION

UNSUITABLE MATERIAL

EXCAVATION PAYMENT LINES

BOTTOM OF EXCAVATION


1

2


EXCAVATION LIMITS - ADJACENT ROADWAYS

UNSUITABLE MATERIAL

LONGITUDINAL SECTION

CONSTRUCTION PROCEDURE REQUIREMENTS

DIRECTION OF EXCAVATION

AND BACKFILL OPERATIONS

ACCEPTABLE UNDERWATER

BACKFILL MATERIAL

WATER

SURFACE

SUITABLE

MATERIAL

W - DISTANCE BETWEEN ADJACENT LATERAL LIMITS OF EXCAVATION

D - DEPTH OF UNSUITABLE MATERIAL REMOVAL

FILL SLOPE

1

2

FILL SLOPE

EXISTING GROUND

c

ROADWAY

c

ROADWAY

c

UNSUITABLE MATERIAL

(SEE NOTE 3)

(SEE NOTE 4)

1.

2.

3.

4.

5.

6.

(SEE NOTE 4)

GENERAL NOTES:

THESE TYPICAL SECTIONS SHALL APPLY TO THE EXCAVATION OF ALL UNSUITABLE

MATERIAL DEPOSITS THAT AVERAGE 10’ OR LESS IN DEPTH AND AT NO LOCATION

EXCEEDING 20’ IN DEPTH.

ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM WITHIN THE EXCAVATION PAYMENT

LINES. THE COST OF SUCH REMOVAL SHALL BE INCLUDED IN THE PRICE BID FOR

EXCAVATION.

WHERE THE REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED IN ADJACENT AREAS

AND THE ADJACENT LATERAL LIMITS OF EXCAVATION ARE EITHER CLOSER THAN THE

DEPTH OF EXCAVATION, OR LESS THAN 10’ APART, THE LATERAL LIMITS OF

EXCAVATION AND BACKFILL SHALL BE EXTENDED TO INCLUDE THE MATERIAL BETWEEN

THE ADJACENT EXCAVATIONS.

THE UPPER PAYMENT LINES FOR ACCEPTABLE UNDERWATER BACKFILL MATERIAL SHALL

BE 2’ ABOVE THE WATER LEVEL EXISTING IN THE EXCAVATION AT THE TIME OF

BACKFILLING, UNLESS OTHERWISE SHOWN ON THE PLANS.

AREA "A" IS DEFINED AS THE AREA BETWEEN THE ONE ON TWO SLOPE, WHICH LOCATES

THE LATERAL LIMITS OF THE EXCAVATION, AND THE FILL SLOPE. COMPACTION AND

LIFT THICKNESS REQUIREMENTS OF SECTION 203 EXCAVATION AND EMBANKMENT

SHALL NOT APPLY TO THE MATERIAL IN AREA "A".

LIMITS OF UNSUITABLE MATERIAL EXCAVATION AND BACKFILL SHALL BE EXTENDED

10’ OUTSIDE THE PLAN DIMENSIONS OF ANY CULVERT OR STRUCTURE.

AREA "A"

(SEE NOTE 5)

AREA "A"

(SEE NOTE 5)

UNDERWATER BACKFILL

MATERIAL PAYMENT LINES

W

ROADWAY

20’ MIN.

D

/S/ ROBERT L. SACK, P.E.

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STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION

ISSUED UNDER EB 08-036


APPROVED OCTOBER 01, 2008

CONSTRUCTION DETAILS

UNSUITABLE MATERIAL

EXCAVATION AND BACKFILL

203-01

EFFECTIVE DATE: 01/08/09DEPUTY CHIEF ENGINEER

(TECHNICAL SERVICES)

STAN

DAR

D S

HEE

TS (U

SC),

MAY

01,

202

0

TRANSVERSE - TRANSITIONS

SLOPE STEEPER THAN 1 ON 3

LONGITUDINAL - TRANSITIONS

ORIGINAL GROUND SURFACE

ROCK CUT

ROCK SURFACE

EARTH CUT

EARTH OR ROCK CUT


SUBGRADE SURFACE

DETAILS

SEE BENCHING

3 DEG. OR MORE


SUBGRADE SURFACE

EMBANKMENT

SEE BENCHING DETAILS

EARTH SLOPE

EARTH OR ROCK CUT

ROCK CUT


ROCK SURFACE

EARTH CUT

THEORETICAL GRADE LINE


SUBGRADE SURFACE

EARTH SLOPE

EARTH BENCHING DETAILS

(SEE NOTES 8 AND 9)

(SEE NOTE 2)

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 4)

(SEE NOTE 7)

(SEE NOTE 7)

(SEE NOTE 6)

(SEE NOTE 4)

COMPACTED PARALLEL TO THE BENCHES

STAGE ALONG WITH THE BENCHING AND

EMBANKMENT SHALL BE BROUGHT UP BY

u4’

u4’

VARIES

ROADWAY

c

ROCK SLOPE

ROADWAY

c

(SEE NOTE 2)

9.

8.

7.

6.

5.

4.

3.

2.

1.

40’

40’ 40’

HEORETICAL GRADE LINET

THE ENGINEER WITH THE APPROVAL OF THE REGIONAL GEOTECHNICAL ENGINEER.

BENCHES SHALL BE CONSTRUCTED AS DESIGNED EXCEPT AS MODIFIED BY

APPROPRIATE ITEMS FOR BOTH EXCAVATION AND BACKFILL.

THE WIDTH OF THE BENCH. PAYMENT SHALL BE MADE UNDER THE

MULTIPLIED BY THE MEASURED LENGTH OF THE BENCH REGARDLESS OF

USING A FIXED VOLUME OF 0.6 CUBIC YARDS PER LINEAR FOOT OF BENCH

THE QUANTITY OF BENCHING TO BE PAID FOR SHALL BE DETERMINED BY

OR A LINE CONNECTING THE DITCH INVERTS, WHICHEVER IS HIGHER.

THE DEPTH IS DETERMINED BY A LINE 4’ BELOW THE EDGES OF PAVEMENT

UNDER THE APPROPRIATE PAY ITEMS.

(A.O.B.E.). THE CONFIGURATION SHALL BE A.O.B.E. AND PAYMENT SHALL BE MADE

THE UNDERDRAIN INSTALLATION IS OPTIONAL AS ORDERED BY THE ENGINEER

PAYMENT LINES FOR EXCAVATION.

THE LOWER LIMITS OF THE HATCHED AREAS IN CUT ARE THE LOWER

UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE PROPOSAL.

THE TRANSITION AREAS SHALL BE BACKFILLED WITH THE SUBGRADE AREA MATERIAL

THE HATCHED AREA DOES NOT NECESSARILY COINCIDE WITH THE SUBGRADE AREA.

A PLANE 4’ BELOW THE PAVEMENT ELEVATION AT THE EDGES OF PAVEMENT.

AND MATERIAL BOTH TRANSVERSELY AND LONGITUDINALLY.

THE INTENT OF THE TRANSITIONS IS TO OBTAIN UNIFORM BEARING

GENERAL NOTES:

ERRATA 1 EFF. 09/04/2014

ISSUED WITH EB 14-025

(RESEARCH)

DEPUTY CHIEF ENGINEER

06-

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203-02e1.d

gn

STATE OF NEW YORK




APPROVED JULY 31, 2014

BENCHING DETAILS

AND

EARTHWORK TRANSITION

203-02

EFFECTIVE DATE: 01/08/09


STAN

DAR

D S

HEE

TS (U

SC),

MAY

01,

202

0

4

1

1

1

PERVIOUS MATERIAL

IMPERVIOUS MATERIAL

DESIGN SLOPE

PAYMENT LINE

SELECT GRANULAR FILL,

SLOPE PROTECTION

PAYMENT LINE

UNCLASSIFIED EXCAVATION

AND DISPOSAL

LEVEL

PIPE UNDERDRAIN

UNDERDRAIN FILTER

TRENCH AND CULVERT EXCAVATION

1

1

LEVELDESIGN SLOPE

UNDERDRAIN FILTER

PIPE UNDERDRAIN

13

STABLE MATERIAL

SEEPAGE PLANE

DESIGN SLOPEPERVIOUS MATERIAL

IMPERVIOUS MATERIAL

PAYMENT LINE


SLOPE PROTECTION

DITCH WITH NO

UNDERDRAIN INSTALLATION

PAYMENT LINE


SLOPE PROTECTION

PAYMENT LINE


SLOPE PROTECTION

MIN.

6"

MIN.

MIN.

MIN.

UNDERDRAIN FILTER

2’

MIN.

2’ MIN.

UNDERDRAIN FILTER

PIPE UNDERDRAIN

4"

4"

DETAIL "A"

1’

SEE DETAIL "A"

SLOPE PROTECTION - PIPE DRAIN

SLOUGHING UNSTABLE MATERIAL

CURBED SECTION

STABLE MATERIAL

2’ MIN.

SEEPAGE PLANE

PIPE UNDERDRAIN

4’ MIN

1

1

SLOPE PROTECTION - BLANKET

STABLE MATERIAL

SLOUGHING UNSTABLE MATERIAL

STABLE MATERIAL

GENERAL NOTES:

THE PLANS WILL SHOW THE LOCATIONS WHERE SELECT GRANULAR

FILL, SLOPE PROTECTION - TYPE A IS REQUIRED. OTHER

LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE

ENGINEER-IN-CHARGE BASED UPON THE RECOMMENDATIONS

OF THE REGIONAL GEOTECHNICAL ENGINEER AND PAYMENT

WILL BE MADE UNDER SELECT GRANULAR FILL, SLOPE

PROTECTION - TYPE B FOR THESE LOCATIONS.

SELECT GRANULAR FILL, SLOPE PROTECTION INSTALLED AS PART

OF A SLOPE PROTECTION PIPE DRAIN SHALL BE TYPE A IF

THE LOCATION OF THE WORK IS SHOWN ON THE PLANS AND

TYPE B IF NOT SHOWN ON PLANS.

THE BLANKET TYPE OF SLOPE PROTECTION SHALL BE USED IN

AREAS WHERE SLOUGHING OF SLOPES HAS OCCURRED BUT NO

DEFINITE STRATA OF IMPERVIOUS MATERIAL CONTRIBUTING TO

THE SLOUGHING CONDITION CAN BE LOCATED OR WHERE THE

IMPERVIOUS STRATUM IS LOCATED SO LOW ON THE SLOPE

THAT THE USE OF A PIPE DRAIN TYPE OF PROTECTION IS

NOT PRACTICAL OR ECONOMICAL.

TRENCH AND CULVERT

EXCAVATION

PAYMENT LINE


AND DISPOSAL

PAYMENT LINES TRENCH

AND CULVERT EXCAVATION

PAYMENT LINE


AND DISPOSAL

1.

2.

3.

1.

2.

3.

4.

5.

6.

THE PURPOSE OF SLOPE PROTECTION PIPE DRAIN IS TO CONVEY SUBSURFACE WATER

FROM THE SLOPE IN A MANNER WHICH WILL NOT CAUSE DAMAGE TO THE SLOPE.

THE SLOPE PROTECTION PIPE DRAIN TREATMENT SHALL ONLY BE USED AS ORDERED

BY THE ENGINEER (A.O.B.E.) BASED UPON WRITTEN RECOMMENDATION OF THE REGIONAL

GEOTECHNICAL ENGINEER.

THE UNDERDRAIN PIPE MUST BE PLACED BELOW THE SEEPAGE PLANE, IN THE

IMPERVIOUS MATERIAL. GENERALLY, THE LOCATION OF THE SEEPAGE PLANE CAN ONLY

BE DETERMINED AT THE TIME OF CONSTRUCTION.

THE 1 ON 1 EXCAVATION SLOPE FOR THE SYSTEM MAY BE FLATTENED AS ORDERED BY

THE ENGINEER (A.O.B.E.) AND AS DICTATED BY CONDITIONS AT THE TIME OF EXCAVATION. THE

INDICATED DIMENSIONS ARE MINIMUM AND MAY BE INCREASED BY THE ENGINEER IN CHARGE.

THE PIPE UNDERDRAIN SHOULD HAVE A MINIMUM PITCH OF 2%. THE PIPE MUST BE

DESIGNED TO ENSURE THAT THE INTERCEPTED WATER IS CARRIED TO A POSITIVE

DRAINAGE SYSTEM.

TOPSOIL, IF REQUIRED, MAY BE PLACED ON THE FINISHED SLOPE. THE THICKNESS OF

THE TOPSOIL SHALL NOT BE INCLUDED IN THE THICKNESS OF SLOPE PROTECTION PIPE

DRAIN INSTALLATIONS.

c

ROADWAY

DITCH WITH UNDERDRAIN

INSTALLATION

DITCH SECTION

PAYMENT LINE


SLOPE PROTECTION



FOR TYPE A THE SLOPE PROTECTION BLANKET SHALL INCLUDE THE ENTIRE

DISTRESSED AREA. FOR TYPE B THE EXTENT AND LOCATION OF THE SLOPE

PROTECTION BLANKET TREATMENT WILL BE AS ORDERED BY THE ENGINEER

BASED UPON THE RECOMMENDATIONS OF THE REGIONAL GEOTECHNICAL ENGINEER.

THE DIMENSIONS INDICATED ON THESE TYPICAL SECTIONS MAY BE INCREASED AT THE

DISCRETION OF THE ENGINEER IN CHARGE.

PIPE UNDERDRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE

STANDARD CONSTRUCTION DETAIL SHEET. HOWEVER, WHERE POSSIBLE, THE PIPE

UNDERDRAIN SHOULD BE KEPT AT LEAST 4’ BELOW THE GROUND SURFACE TO

PREVENT FREEZING. THE SLOPE PROTECTION MATERIAL SHALL BE IN DIRECT CONTACT

WITH THE UNDERDRAIN FILTER.

UNDERDRAINS SHALL BE OMITTED WHEN ORDERED BY THE ENGINEER IN CHARGE BASED

UPON THE RECOMMENDATION OF THE REGIONAL GEOTECHNICAL ENGINEER.

1.

2.

3.

4.


SLOPE PROTECTION


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STATE OF NEW YORK






FOR

GRANULAR FILL-SLOPE PROTECTION

203-03


2’ MIN.

4" MIN.

2’ MIN.

4" MIN.

4" MIN.



STAN

DAR

D S

HEE

TS (U

SC),

MAY

01,

202

0

3" 3" 3"

10"

3"

11" 12"

11"

14"

12"

16"

13"

18"

10"

3" 3"

15"

20"

10"

18"

25"

13"

20"

27"

14"

6" 7" 8" 9"

4" 5" 5" 6" 7"

8" 9"

6" 6" 6" 6" 6" 6" 8"

5"

INVERT

(SEE NOTE 3.D)

OUTER BEDDING AREA

BEDDING CONTROL LINE (SEE NOTE 1.D)

MIDDLE BEDDING (SEE NOTE 3.C)

PAYMENT LINES FOR SELECT GRANULAR FILL (SEE NOTE 4.A)

(SEE NOTE 3.D)

OUTER BEDDING AREA

RAMPS IF REQUIRED. (SEE NOTE 5.A)

D.

C.

B.

A.

3. BEDDING NOTES

OUTSIDE THE LIMITS OF INSTALLATION METHOD B-1.

METHOD B-1. NO PAYMENT WILL BE MADE UNDER THIS OPTION FOR SELECT GRANULAR FILL PLACED

FOR THE SELECT GRANULAR FILL AND SUBGRADE AREA MATERIAL AS SHOWN ON INSTALLATION

MATERIAL. THE MINIMUM DIMENSIONS OF THE TRAPEZOID MUST ENCOMPASS THE PAYMENT LINES

SELECT GRANULAR FILL AROUND THE PIPE IN LIEU OF SIMULTANEOUS PLACEMENT WITH SUITABLE

THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER, MAY PLACE A TRAPEZOIDAL SECTION OF

203-3.13E OF NYSDOT STANDARD SPECIFICATIONS.y SEE PROOF ROLLING RESTRICTIONS IN

THESE ACTIVITIES MUST BE REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE STATE.

REMOVED AT THE CONTRACTOR’S EXPENSE. ANY PIPE OR STRUCTURE DAMAGED OR DISTURBED BY

ALL RAMPS WHICH CANNOT BE USED AS PART OF THE COMPLETED EMBANKMENT ARE INSTALLED AND

203-3.12 OF NYSDOT STANDARD SPECIFICATIONS.y CONFORMANCE WITH THE REQUIREMENTS OF

INSTALLATION USING RAMPS CONSTRUCTED AS SHOWN IN METHOD B-1 OR B-2 COMPACTED IN

AT THE CONTRACTOR’S RISK, CONSTRUCTION EQUIPMENT MAY BE ALLOWED TO CROSS OVER A PIPE

BE USED IN METHODS A-1, A-2 OR B-2.

OF SECTION 204 OF THE STANDARD SPECIFICATIONS AND APPLICABLE CLSM STANDARD SHEET MAY

CONTROLLED LOW STRENGTH MATERIAL (CLSM) PLACED IN CONFORMANCE WITH THE REQUIREMENTS

203-3.12.y COMPACT IN CONFORMANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS

203-3.15.y COMPACT IN CONFORMANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS

(SEE NOTE 1.D)

REFERENCE DIMENSIONS FOR ELLIPTICAL PIPE

VE PIPE HE PIPE

BEFORE EMBANKMENT

INSTALLATION METHOD B-1

PAVEMENTS, AND SURFACE LOADS

TRENCH AREA BENEATH ROADWAYS,

INSTALLATION METHOD A-1

BEDDING THICKNESS TABLE

MINIMUM BEDDING WIDTH TABLE

AFTER EMBANKMENT

INSTALLATION METHOD B-2

TRENCH AREAS NOT SENSITIVE TO SETTLEMENT

TRENCH AREAS NOT SUBJECT TO SURFACE LOADS

INSTALLATION METHOD A-2

BEDDING CONTROL LINE. (SEE NOTE 1.D)

SUFFICIENT DEPTH TO STABILIZE TRENCH BOTTOM

SUPPORT/PROTECTION SYSTEM: DESIGN AS NECESSARY WITH

(SEE NOTE 3.D

OUTER BEDDING AREA(SEE NOTE 4.A)

SUITABLE MATERIAL

(SEE NOTE 1.A)

BENEATH CUT SECTION

OR SUBGRADE SURFACE

GROUND SURFACE

(SEE NOTES 4.A AND 4.C)

SELECT GRANULAR FILL

PAYMENT LINES FOR

(SEE NOTE 3.C)

MIDDLE BEDDING

(SEE NOTE 1.A)

TOP OF EMBANKMENT

(SEE NOTE 2.B)

EXCAVATING FOR PIPE INSTALLATION,

MAXIMUM EMBANKMENT LEVEL BEFORE

Bc IS OUT-TO-OUT SPAN IN INCHES. (SEE NOTE 2.D)

144"l D

132" < D

132"lD

108" < D

108"lD

96" < D

96"lD

84" < D

84"lD

72" < D

72"lD

60" < D

60"lD

48" < D

48"lD

36" < D

36"lD

24" < D

24"l D

12" < D 12"lD

C.

B.

A.

4. BACKFILL NOTES

C.

B.

A.

5. CONSTRUCTION OPERATION NOTES

D.

C.

B.

A.

1. GENERAL NOTES

D.

C.

B.

A.

2. EXCAVATION NOTES

NYSDOT STANDARD SPECIFICATIONS.

203-3.15 OFy COMPACT THE OUTER BEDDING AREAS IN CONFORMANCE WITH THE REQUIREMENTS OF

BEDDING AREA.

LOOSELY PLACE SELECT GRANULAR FILL IN MIDDLE BEDDING AREA (Bc/3). DO NOT COMPACT MIDDLE

MEASURED FROM THE BCL IS 12" AND THE MAXIMUM IS 24".

MATERIAL MAY BE ORDERED BY THE ENGINEER IN CHARGE. THE MINIMUM DEPTH OF UNDERCUT AS

TO ESTABLISH STABLE BEDDING CONDITIONS, AN UNDERCUT BACKFILLED WITH SELECT GRANULAR FILL

BEDDING THICKNESS AS THE DISTANCE FROM INVERT TO BCL MINUS THE PIPE WALL THICKNESS.

LINE (BCL) AND THE MINIMUM BEDDING THICKNESS FOR THE GIVEN PIPE SIZE. COMPUTE THE ACTUAL

USE THE BEDDING THICKNESS TABLE TO DETERMINE THE LOCATION OF THE BEDDING CONTROL

METHOD A-1 AND A-2)

(SEE INSTALLATION

SIDE PAYMENT LINE

Bc

Bc/3

D

T

(SEE NOTE 3.B)

UNDERCUT BACKFILLED WITH SELECT GRANULAR FILL



PAYMENT LINES FOR

INVERT

(SEE NOTE 3.C)

MIDDLE BEDDING

D

T

Bc

(SEE NOTE 1.A)

GROUND SURFACE

(SEE NOTE 4.A)

SUITABLE MATERIAL

Bc/3

(SEE NOTE 4.A)

SUBGRADE AREA MATERIAL

OR FLATTER

1V ON 5H1.5 X D OR 0.5 X D + 60"

WHICHEVER IS LESS

(SEE NOTE 5.B)

24" MIN.

WHICHEVER IS LESS

SUBGRADE SURFACE

12" MAX. OR TO

(SEE NOTE 5.C)

MATERIALS WILL NOT BE ALLOWED.

OR OTHER MEANS TO SEPARATE

AREA MATERIAL. SHEETING

GRANULAR FILL AND SUBGRADE

MATERIAL IN CONTACT WITH SELECT

SIMULTANEOUSLY PLACE SUITABLE

VERTICAL PAYMENT LINE.

Bc

Bc/3

INVERT

D

0.6Bc

12"12"

0.6Bc

T (SEE NOTE 4.B)

SUITABLE MATERIAL

(SEE BEDDING TABLES AND NOTE 3.A)

BEDDING THICKNESS

(SEE NOTE 4.A)

SUBGRADE AREA MATERIAL

WILL BE BASED ON METHOD B-1.

OTHERWISE ELECTS TO USE METHOD B-2, PAYMENT FOR THE INSTALLATION

DOCUMENTS OR APPROVED BY THE ENGINEER. WHERE THE CONTRACTOR

USE AND PAY FOR METHOD B-2 ONLY WHERE SPECIFIED IN THE CONTRACT

Bc/3

Bc

(SEE NOTE 5.B)

24" MIN.

WHICHEVER IS LESS

SUBGRADE SURFACE

12" MAX. OR TO

T

0.6BcINVERT

D

1.5 X D OR 0.5 X D + 60"

WHICHEVER IS LESS

BcBc

RISE

SPAN

RISE

SPANOUTER RISE OUTER RISE




(SEE BEDDING TABLES AND NOTE 3.A)

BEDDING THICKNESS

VARIES

VARIES

MINIMUM WIDTH - SEE BEDDING TABLES MINIMUM WIDTH - SEE BEDDING TABLES

MINIMUM WIDTH - SEE BEDDING TABLES MINIMUM WIDTH - SEE BEDDING TABLES


PAYMENT LINES FOR TRENCH AND CULVERT EXCAVATION

VARY WITH PIPE SIZE AND WALL THICKNESS. SEE BEDDING THICKNESS TABLE.

UNDERCUT MATERIAL PLACEMENT. THE LOCATION OF THE BCL AND THE ACTUAL BEDDING THICKNESS

PURPOSES FOR "TRENCH AND CULVERT EXCAVATION" ITEMS, BEDDING MATERIAL PLACEMENT, AND

OF UNDERCUT BACKFILL WHERE REQUIRED. THE BCL IS ALSO USED FOR QUANTITY PAYMENT

REPRESENTS THE BOTTOM ELEVATION FOR BEDDING MATERIAL PLACEMENT AND THE TOP ELEVATION

THE BEDDING CONTROL LINE (BCL) IS A HORIZONTAL LINE LOCATED BELOW THE INVERT WHICH

RECOMMENDATIONS.

INVERT ELEVATION, CONSULT WITH THE REGIONAL GEOTECHNICAL ENGINEER FOR TREATMENT

WHERE UNSUITABLE MATERIAL, NOT ANTICIPATED DURING DESIGN, IS ENCOUNTERED AT OR BELOW

EXPLORATIONS ARE NECESSARY.

ELEVATION, SPECIAL DESIGN FEATURES AND CONSTRUCTION TREATMENTS BASED ON SUBSURFACE

WHERE DESIGN INFORMATION INDICATES UNSUITABLE MATERIAL EXISTS AT OR BELOW THE INVERT

SEE CHAP. 8, APP. A, OF THE HIGHWAY DESIGN MANUAL FOR MAXIMUM ALLOWABLE HEIGHT OF COVER.

MATERIAL (CLSM) IS TO BE USED AS BACKFILL. SEE MINIMUM BEDDING WIDTH TABLE.

THE MINIMUM TRENCH WIDTH MAY BE ADJUSTED TO (Bc+6"), IF CONTROLLED LOW STRENGTH

MATERIAL, SELECT GRANULAR FILL.

EXCAVATION IS THE DEPTH NEEDED TO PLACE THE BEDDING MATERIAL AND THE UNDERCUT BACKFILL

SAME AS SHOWN FOR INSTALLATION METHODS A-1 AND A-2. THE PAYMENT LINE FOR DEPTH OF

FOR PIPE INSTALLED IN A ROCK TRENCH, SIDE PAYMENT LINES FOR TRENCH EXCAVATION ARE THE

THE INSTALLATION ABOVE THE "WORKING PLATFORM" USING METHOD B-1.

FOR INITIATING THE EXCAVATION FOR THE PIPE. IN THIS CASE, COMPLETE THE REMAINDER OF

UNSTABLE SURFACE, THE ENGINEER IN CHARGE MAY SPECIFY A LOWER EMBANKMENT LEVEL

WHERE A STABLE WORKING PLATFORM MUST FIRST BE ESTABLISHED OVER A SUBMERGED OR

SHOWN ON THE PLANS.

EXCAVATION". INSTALL THE CULVERT IN ACCORDANCE WITH DETAILS FOR METHOD B-1 OR B-2 AS

QUANTITY WILL BE DEDUCTED FROM THE RESPECTIVE CONTRACT QUANTITIES FOR "TRENCH AND CULVERT

WITHIN THE LIMITS SHOWN WILL BE PAID AS "UNCLASSIFIED EXCAVATION AND DISPOSAL" AND THIS

BEYOND THE LATERAL AND DEPTH LIMITS INDICATED FOR METHOD A-1 OR A-2, THE EXCAVATION

WHERE A GENERAL EXCAVATION OF UNSUITABLE OR UNSTABLE MATERIAL IS REQUIRED TO EXTEND

19-S

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203-04_010914.d

gn

STATE OF NEW YORK




APPROVED AUGUST 30, 2013

REINFORCED CONCRETE PIPES

FOR


203-04


FOR HORIZONTAL ELLIPTICAL PIPE:

FOR VERTICAL ELLIPTICAL PIPE, AN INCREASE OF ALL TABLE VALUES BY 1" IS REQUIRED.

TABLE VALUES ARE BASED ON WALL B THICKNESS FOR CIRCULAR PIPE.

A DEDUCTION OF 2" FROM TABLE VALUES IS ALLOWED FOR SPANS GREATER THAN 108"

A DEDUCTION OF 1" FROM TABLE VALUES IS ALLOWED FOR SPANS GREATER THAN 48"

TYPE

FOUNDATION

SOIL

ROCK

THICKNESS

MINIMUM

THICKNESS

MINIMUM

OR SPAN (IN)

PIPE DIAMETER

INVERT TO BCL

DISTANCE (IN)

INVERT TO BCL

DISTANCE (IN)

TYPE

FOUNDATION

OR SPAN (IN.)

PIPE DIAMETER "D"WIDTH

24" OR LESS

GREATER THAN 24"

ALL SIZES

Bc + 2*SPAN

Bc + 2*D OR

Bc + 48"

Bc + 24"

SOIL

ROCK

STAN

DAR

D S

HEE

TS (U

SC),

MAY

01,

202

0

D+12"

6"

MATERIAL OR A.O.B.E.

BACKFILL WITH SUITABLE

GROUND SURFACE, OR A.O.B.E.

ROADWAY (WHEN UNDER CUT SECTION),

BOTTOM OF DITCH, OR SUBGRADE OF

PAD OR DRUM TYPE COMPACTOR

TWO PASSES OF A VIBRATING

EACH LIFT COMPACTED BY

PLACED IN 6" LIFTS WITH

UNDERDRAIN FILTER TO BE



FLEXIBLE PIPE UNDERDRAINS

TO ALL APPROVED TYPES OF

* NOTE: THIS DETAIL APPLIES

12"

COMPACTION

FILTER PLACED WITHOUT

LIMITS OF UNDERDRAIN

4" MIN. COMPACTED

DETAILS FOR TRENCH INSTALLATION *

PIPE UNDERDRAIN BEDDING AND BACKFILL

PERFORATED CORRUGATED METAL AND PLASTIC

METHOD 1A METHOD 2A

S

CONTOUR OF PIPE

SHAPED TO FIT TO

BEDDING CAREFULLY

METHOD 1

1 ON 5

OR FLATT

ER

IS LESS

COURSE, WHICHEVER

BOTTOM OF SUBBASE

1 ON 5OR FLATTER

Y

UP TO 48" 24"

36"

DIAMETER

UP TO 72" 36"

48"

DIAMETER

SURFACE

OR PREPARED UNIFORM

BEDDING ON EXISTING

UP THRU 24"S - PIPE ARCHES

D - ROUND PIPE

24"

60"

TABLE 1

BED OF UNDERDRAIN FILTER

LESS THAN 3"

(TANGENT TO INVERT)

EXCAVATION

TRENCH AND CULVERT

BOTTOM PAYMENT LINE

PAYMENT FOR THE INSTALLATION WILL BE BASED ON METHOD B-1.

WHERE THE CONTRACTOR OTHERWISE ELECTS TO USE METHOD B-2,

WHERE SPECIFIED ON THE PLANS OR APPROVED BY THE ENGINEER.

* THE USE OF METHOD B-2 AND PAYMENT THEREFORE SHALL BE

DIAMETER OR SPAN

MINIMUM DISTANCE (X)MINIMUM DISTANCE (Y)

PIPE ARCHES

GROUND SURFACE OR A.O.B.E.

(WHEN UNDER CUT SECTION),

SUBGRADE OF ROADWAY

CIRCULAR PIPE PIPE ARCHES

STABLE FOUNDATION SOIL ROCK FOUNDATION

FOR MIN. HEIGHT OF COVER

DESIGNATED SUBBASE COURSE

SUITABLE MATERIAL OR

STABLE FOUNDATION SOIL

WITH METHODS SHOWN FOR

BEDDING IN ACCORDANCE






TO STRUCTURE

UNIFORM AND STABLE SUPPORT

INTO PLACE TO FURNISH

PRESHAPED AND COMPACTED


PREPARED UNIFORM SURFACE

BEDDING ON EXISTING OR

INSTALLATION METHODS

BEDDING DETAILS

(SEE NOTE 2)

GRANULAR FILL

PAYMENT LINES FOR SELECT

(SEE NOTE 3)

SUITABLE MATERIAL

(SEE NOTE 2)

SELECT GRANULAR FILL.

PAYMENT LINES FOR

(SEE NOTE 10)

RAMPS IF REQUIRED

(SEE NOTE 2)


PAYMENT LINES FOR

(SEE NOTE 3)

SUITABLE MATERIAL

(SEE NOTE 3)

SUITABLE MATERIAL

(SEE NOTE 2)


PAYMENT LINES FOR

(SEE NOTES 8 AND 10)

(SEE NOTE 10)

RAMPS IF REQUIRED

(SEE NOTE 4)

• SPAN• DIA.

> 72" TO 95"

> 95"

> 48" TO 72"

> 72"

> 24" TO 144"

> 144"

PLANS OR AS APPROVED BY THE ENGINEER.

THE SHEETING ITEM SHALL BE AS SPECIFIED ON THE "C"

D D

SUPPORT TO STRUCTURE

UNIFORM AND STABLE

INTO PLACE TO FURNISH

PRESHAPED AND COMPACTED


S

c

ABOUT

SYMMETRICAL

c

ABOUT

SYMMETRICAL





TANGENT TO INVERT. (SEE NOTE 2)

AND SELECT GRANULAR FILL BACKFILL. UPPER LIMIT

PAYMENT LINES - TRENCH AND CULVERT EXCAVATION

ABOVE THIS LINE

NO ROCK SHALL PROJECT

FILL

GRANULAR

SELECT

c

ABOUT

SYMMETRICAL

FILL

GRANULAR

SELECT

c

ABOUT

SYMMETRICAL

TANGENT TO INVERT. (SEE NOTE 2)

AND SELECT GRANULAR FILL BACKFILL. UPPER LIMIT

PAYMENT LINES - TRENCH AND CULVERT EXCAVATION

SEE TABLE 1

C

C

SEE TABLE 1

SHAPED TO FIT PIPE

BEDDING CAREFULLY

LESS THAN 3"

c

ABOUT

SYMMETRICAL

CIRCULAR PIPE

c

ABOUT

SYMMETRICAL

EXCAVATION (SEE NOTES 5 AND 6)

SIDE PAYMENT LINES - TRENCH AND CULVERT

12"

AND NOTE 7

SEE BEDDING DETAILS

C

SPECIFIED ON PLANS OR A.O.B.E.

BACKFILL MATERIAL AS

PIPES INSTALLED BELOW GROUND SURFACE

INSTALLATION METHOD A

C

c

ABOUT

SYMMETRICAL

c

ABOUT

SYMMETRICAL

(24" MIN.)

1.5 X DIA.

C

(SEE NOTE 2)

PAYMENT LINES FOR SELECT GRANULAR FILL AND NOTE 7)

(SEE BEDDING DETAILS

PREPARED SURFACE A.O.B.E.

ORIGINAL GROUND OR

C

(24" MIN.)

1.5 X SPAN

1 ON 5

OR FLATT

ER1 ON 5

OR FLATTER

PIPE ARCHESCIRCULAR PIPE

TOP OF EMBANKMENT c

ABOUT

SYMMETRICAL

c

ABOUT

SYMMETRICAL

(SEE NOTES 8 AND 10)

IS LESS

COURSE, WHICHEVER

BOTTOM OF SUBBASE

(24" MIN.)

1.5 X SPAN

(24" MIN.)

1.5 X DIA.

INSTALLATION (SEE NOTE 9)

EXCAVATION FOR PIPE

LEVEL BEFORE MAKING

MAXIMUM EMBANKMENT

C

AND NOTE 7)

(SEE BEDDING DETAILS

PREPARED SURFACE A.O.B.E.

ORIGINAL GROUND OR

(SEE NOTE 11)

SEPARATE THE TWO MATERIALS.

MEANS SHALL NOT BE USED TO

PAYMENT LINE. SHEETING OR OTHER

BOTH SIDES OF THE VERTICAL

SIMULTANEOUSLY IN CONTACT ON

GRANULAR FILL SHALL BE PLACED

SUITABLE MATERIAL AND SELECT

FOR MIN. HEIGHT OF COVER



(SEE NOTE 3)

SUITABLE MATERIAL

INSTALLATION (SEE NOTE 9)

EXCAVATION FOR PIPE

LEVEL BEFORE MAKING

MAXIMUM EMBANKMENT

(SEE NOTE 2)


PAYMENT LINES FOR

METHOD A.

ACCORDANCE WITH INSTALLATION

DETAILS SHALL ALSO BE IN

INSTALLATION METHOD A. ALL OTHER

CULVERT EXCAVATION AS FOR

SIDE PAYMENT LINES - TRENCH AND

METHOD A.

ACCORDANCE WITH INSTALLATION

DETAILS SHALL ALSO BE IN

INSTALLATION METHOD A. ALL OTHER

CULVERT EXCAVATION AS FOR


INSTALLATION METHOD B-1 INSTALLATION METHOD B-2

PIPES INSTALLED AT OR ABOVE GROUND SURFACE

C

CLEARANCE REQUIREMENTS FOR MULTIPLE INSTALLATIONS

X

D D SPAN SPAN

TOP OF EMBANKMENT

12"

12"

0.1 D (MIN.) NOT0.1 D (MIN.) NOT

(SEE NOTE 1) (SEE NOTE 1)

DEPTH OF SHEETING ADEQUATE TO STABILIZE TRENCH.

24" MIN.

12" MAX OR TO

METHOD 2

24" MIN.

12" MAX OR TO

12" 12"

UNSTABLE OR GRADE PROHIBITIVE FOUNDATION SOIL

TO DEPTH NOT EXCEEDING 24"

EXCAVATE SOIL A.O.B.E.

THE TWO MATERIALS. (SEE NOTE 11)

OR OTHER MEANS SHALL NOT BE USED TO SEPARATE

BOTH SIDES OF THE VERTICAL PAYMENT LINE. SHEETING

SHALL BE PLACED SIMULTANEOUSLY IN CONTACT ON

SUITABLE MATERIAL AND SELECT GRANULAR FILL

NOTE: THE DIAMETER OR SPAN FOR PLASTIC PIPES IS MEASURED

AS THE OUTSIDE DIAMETER INCLUDING ANY PROTRUDING CORRUGATIONS.

13.

12.

11.

10.

9.

8.

7.

UNLESS OTHERWISE SHOWN ON THE PLANS.

FOR METHOD B-1 OR B-2 AS DIRECTED BY THE ENGINEER

SHALL THEN BE MADE IN ACCORDANCE WITH THE DETAILS

203.02 RATHER THAN ITEM 206.02. THE PIPE INSTALLATION

AFOREMENTIONED DETAIL SHALL BE PAID FOR UNDER ITEM

THAT EXCAVATION WITHIN THE LIMITS SHOWN IN THE

THE LATERAL AND DEPTH LIMITS INDICATED FOR METHOD A,

UNSTABLE MATERIAL IS REQUIRED TO EXTEND BEYOND

WHERE A GENERAL EXCAVATION OF UNSUITABLE OR

BE AS SHOWN FOR "ROCK FOUNDATION BEDDING DETAILS".

EXCAVATION AND SELECT GRANULAR FILL BEDDING SHALL

METHOD A. THE PAYMENT LINE FOR DEPTH OF

SHALL BE THE SAME AS SHOWN FOR INSTALLATION

PAYMENT LINES FOR EXCAVATION (SIDES OF TRENCH)

FOR A PIPE TO BE INSTALLED IN A ROCK TRENCH, THE

MATERIAL EXISTS. SEE NOTE 7.

ARE NECESSARY IN LOCATIONS WHERE UNSUITABLE

TREATMENT BASED ON SUBSURFACE EXPLORATIONS

SPECIAL DESIGN FEATURES AND CONSTRUCTION

MATERIAL EXISTS AT OR BELOW INVERT ELEVATION.

THIS DETAIL DOES NOT APPLY WHERE UNSUITABLE

WHERE FOUNDATION SOILS PROHIBIT ATTAINING PROPER GRADE.

MATERIAL TO FURNISH STABLE BEDDING CONDITIONS OR

THE FOUNDATION SOIL REQUIRES A LAYER OF GRANULAR

TO BE USED WHERE IN THE OPINION OF THE ENGINEER

203-3.03.C, "COMPACTION".y

COMPACTION REQUIREMENTS SHALL CONFORM TO

203-3.06, "SELECT GRANULAR FILL".y

COMPACTION REQUIREMENTS SHALL CONFORM TO

OF BOTTOM PLATES.

PLATE PIPE-ARCHES SHALL BE BEDDED FOR THE FULL WIDTH

PIPES AND CORRUGATED METAL PIPE-ARCHES. STRUCTURAL

THE MINIMUM DEPTH OF BEDDING SHALL BE 3" FOR PLASTIC

GENERAL NOTES:

6.

5.

4.

3.

2.

1.

SHOWN ON PLANS OR SPECIFIED BY THE ENGINEER.

FLARED METAL END SECTION TO BE USED AT OUTLET OF UNDERDRAIN WHERE

SHOWN HEREON SHALL ALSO APPLY TO THOSE MODIFICATIONS.

WHEN MODIFICATIONS OF THIS SHEET ARE USED IN THE PLANS, THE METHODS

INSTALLATION METHOD B-1.

THIS OPTION FOR SELECT GRANULAR FILL PLACED OUTSIDE THE LIMITS OF

SHOWN ON INSTALLATION METHOD B-1. NO PAYMENT WILL BE MADE UNDER

BE SUCH AS TO ENCOMPASS THE PAYMENT LINES FOR THIS MATERIAL

MINIMUM DIMENSIONS OF THE SELECT GRANULAR FILL TRAPEZOID SHALL

LIEU OF SIMULTANEOUS PLACEMENT WITH SUITABLE MATERIAL. THE

TRAPEZOIDAL SECTION OF SELECT GRANULAR FILL AROUND THE PIPE IN

THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER, MAY PLACE A

REPLACED AT NO EXPENSE TO THE STATE, AS DIRECTED BY THE ENGINEER.

CONTRACTOR'S RISK. ANY STRUCTURE DAMAGED OR DISTURBED THEREBY SHALL BE

EQUIPMENT AND OTHER VEHICLES OVER ANY CULVERT PIPE SHALL BE DONE AT THE

AND REMOVED AT THE CONTRACTOR'S EXPENSE. MOVEMENT OF CONSTRUCTION

UTILIZED AS PART OF THE COMPLETED EMBANKMENT SHALL BE INSTALLED

203-3.03.C, "COMPACTION". RAMPS WHICH CANNOT BEyAND COMPACTED UNDER

EMBANKMENT MATERIAL, RAMPS SHALL BE CONSTRUCTED AS SHOWN ABOVE

INSTALLATION BEFORE PLACEMENT OF ADEQUATE PROTECTIVE COVER OF

WHERE CONSTRUCTION EQUIPMENT IS TO BE ALLOWED TO CROSS OVER A PIPE

ABOVE THE "WORKING PLATFORM" SHALL BE IN CONFORMANCE WITH METHOD B-1.

OR YIELDING SURFACE. IN THIS CASE THE REMAINDER OF THE INSTALLATION

PLATFORM" MUST FIRST BE ESTABLISHED OVER A SUBMERGED, UNSTABLE

INITIATING THE EXCAVATION FOR THE PIPE WHERE A STABLE "WORKING

A LOWER EMBANKMENT LEVEL MAY BE SPECIFIED BY THE ENGINEER FOR

EMBANKMENT SECTIONS - EXCEPTIONS".

203-3.03.D4, "PROOF ROLLING INySEE "PROOF ROLLING" RESTRICTIONS UNDER

THE RESULTS OF SUBSURFACE EXCAVATION.

BE A.O.B.E. IN COORDINATION WITH GEOTECHNICAL REPRESENTATIVES BASED ON

AT OR BELOW INVERT ELEVATION, THE TREATMENT OF SUCH CONDITIONS SHALL

WHERE UNSUITABLE MATERIAL NOT ANTICIPATED IN DESIGN IS ENCOUNTERED

09-

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203-05



PIPE, PIPE ARCHES AND PLASTIC PIPES

CORRUGATED AND STRUCTURAL PLATE

INSTALLATION DETAILS FOR

APPROVED APRIL 22, 2016


D

STAN

DAR

D S

HEE

TS (U

SC),

MAY

01,

202

0

PREPARED SURFACE A.O.B.E.INVERT



STABLE SOIL AT BOTTOM OF PIPE

ROCK AT BOTTOM OF PIPE

UNSTABLE SOIL AT BOTTOM OF PIPE

CLEARANCE REQUIREMENTS FOR MULTIPLE INSTALLATIONS

BEDDING DETAILS

(SEE NOTE 2)

SIDE PAYMENT LINES - TRENCH AND CULVERT EXCAVATION AS FOR

INSTALLATION METHOD A. ALL OTHER DETAILS SHALL ALSO BE IN

ACCORDANCE WITH INSTALLATION METHOD A.

DIA. SPAN

BOTTOM PAYMENT LINE - TRENCH


1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

SYMMETRICAL

ABOUT

c

SYMMETRICAL

ABOUT

c

SYMMETRICAL

ABOUT

c

SYMMETRICAL

ABOUT

c

MINIMUM DISTANCE (Y)

MINIMUM DISTANCE (X)

12" OR THE LARGEST DIA.

WHICHEVER IS GREATER

12" OR THE LARGEST SPAN

WHICHEVER IS GREATER

DIA. DIA.

SPANSPAN X

Y

PAYMENT LINES - TRENCH AND

CULVERT EXCAVATION

AND CLSM, SELECT GRANULAR

FILL OR CRUSHED STONE

(SEE NOTE 1)


CULVERT EXCAVATION



(SEE NOTE 1)


12

"

24" M

AX

.

A.O

.B.E

.

CLSM, SELECT GRANULAR FILL

OR CRUSHED STONE


CULVERT EXCAVATION



(SEE NOTE 1)


CULVERT EXCAVATION



(SEE NOTE 1)

INSTALLATION METHOD B

PIPES INSTALLED AT OR ABOVE GROUND SURFACE

INSTALLATION METHOD A

PIPES INSTALLED BELOW GROUND SURFACE

SYMMETRICAL

ABOUT

c

SYMMETRICAL

ABOUT

c

SYMMETRICAL

ABOUT

c

SYMMETRICAL

ABOUT

c



FINISHED OR ORIGINAL GRADE

SUBGRADE OF ROADWAY

(WHEN UNDER CUT SECTION,

GROUND SURFACE OR A.O.B.E.)

3" MIN.

3" MIN.

3" MIN. 3" MIN.

3" MIN.

3" MIN.

3" MIN.

3" MIN.

STABILIZE TRENCH. THE SHEETING

ITEM SHALL BE AS SPECIFIED ON

THE PLANS OR AS A.O.B.E.

FINISHED OR ORIGINAL GRADE

SUBGRADE OF ROADWAY

(WHEN UNDER CUT SECTION,

GROUND SURFACE OR A.O.B.E.)

BACKFILL MATERIAL AS SPECIFIED

ON PLANS OR A.O.B.E. (SEE NOTE 5)


CULVERT EXCAVATION. (SEE NOTE 3)

PAYMENT LINES FOR CLSM

EXCAVATION SUPPORT

SYSTEM AS NECESSARY

STABILIZE TRENCH. THE SHEETING

ITEM SHALL BE AS SPECIFIED ON

THE PLANS OR AS A.O.B.E.

PAYMENT LINES FOR CLSM

EXCAVATION SUPPORT

SYSTEM AS NECESSARY

6" M

IN.

SEE

BEDDING

DETAILS

18" M

IN.

18" M

IN.

MAXIMUM EMBANKMENT

LEVEL BEFORE MAKING EXCAVATION

FOR PIPE INSTALLATION. (SEE NOTE 6)

SEE BEDDING DETAILS

(SEE NOTE 4)



1.5 X DIA.

(24" MIN.)

1.5 X SPAN

(24" MIN.)

TOP OF EMBANKMENT

RAMPS IF REQUIRED

(SEE NOTE 7)

1 ON 5

OR FLATTE

R

1 ON 5OR FLATTER

TOP OF EMBANKMENT

RAMPS IF REQUIRED

(SEE NOTE 7)



MAXIMUM EMBANKMENT

LEVEL BEFORE MAKING EXCAVATION

FOR PIPE INSTALLATION. (SEE NOTE 6)

PAYMENT LINES FOR CLSMPAYMENT LINES FOR CLSM

6" M

IN.

SUITABLE MATERIAL SUITABLE MATERIAL

NO ROCK SHALL PROJECT

ABOVE THIS LINE

DEPTH OF SHEETING ADEQUATE TO DEPTH OF SHEETING ADEQUATE TO

(SEE NOTES 11 AND 12) (SEE NOTES 11 AND 12)

NOTES:

COMPACTION REQUIREMENTS FOR SELECT GRANULAR FILL

OR CRUSHED STONE SHALL CONFORM TO y203-3.12, "COMPACTION".

TO BE USED A.O.B.E. WHERE THE FOUNDATION SOIL REQUIRES

A LAYER OF MATERIAL TO FURNISH STABLE BEDDING

CONDITIONS. THIS DETAIL DOES NOT APPLY WHERE

UNSUITABLE MATERIALS EXIST AT OR BELOW INVERT

ELEVATION. SPECIAL DESIGN FEATURES AND CONSTRUCTION

TREATMENT BASED ON SUBSURFACE EXPLORATIONS ARE

NECESSARY IN LOCATIONS WHERE UNSUITABLE MATERIAL EXIST.

WHERE GENERAL EXCAVATION OF UNSUITABLE OR UNSTABLE

MATERIAL IS REQUIRED TO EXTEND BEYOND THE LATERAL AND

DEPTH LIMITS INDICATED FOR METHOD A, PAY FOR THE

EXCAVATION WITHIN THE LIMITS SHOWN UNDER AN UNCLASSIFIED

EXCAVATION ITEM OR IN ACCORDANCE WITH THE DETAILS FOR

METHOD B AND A.O.B.E., UNLESS OTHERWISE SHOWN ON THE PLANS.

DEDUCT THIS QUANTITY FROM SUBSEQUENT TRENCH AND CULVERT

EXCAVATION QUANTITIES.

WHERE UNSUITABLE MATERIAL, NOT ANTICIPATED IN DESIGN, IS

ENCOUNTERED AT OR BELOW INVERT ELEVATION, THE TREATMENT

OF SUCH CONDITIONS SHALL BE A.O.B.E. OR AS RECOMMENDED BY

THE REGIONAL GEOTECHNICAL ENGINEER.

SEE y203-3.13 SUBSECTION E,

"PROOF ROLLING IN EMBANKMENT SECTIONS - EXCEPTIONS".

WHERE A STABLE "WORKING PLATFORM" MUST FIRST BE ESTABLISHED,

THE ENGINEER MAY SPECIFY A LOWER EMBANKMENT LEVEL FOR

INITIATING THE EXCAVATION FOR THE PIPE.

WHERE CONSTRUCTION EQUIPMENT IS TO BE ALLOWED TO CROSS

OVER A PIPE INSTALLATION BEFORE PLACEMENT OF ADEQUATE

PROTECTIVE COVER OF EMBANKMENT MATERIAL, RAMPS SHALL BE

CONSTRUCTED AS SHOWN AND COMPACTED UNDER y203-3.12,

"COMPACTION". RAMPS WHICH CANNOT BE UTILIZED AS PART OF THE

COMPLETED EMBANKMENT SHALL BE INSTALLED AND REMOVED

AT THE CONTRACTORS EXPENSE. MOVEMENT OF CONSTRUCTION

EQUIPMENT AND OTHER VEHICLES OVER ANY CULVERT PIPE SHALL

BE DONE AT THE CONTRACTORS RISK. ANY STRUCTURE DAMAGED

OR DISTURBED THEREBY SHALL BE REPLACED AT NO EXPENSE TO

THE STATE, A.O.B.E.

WHEN MODIFICATIONS OF THIS SHEET ARE USED IN THE PLANS,

THE METHODS SHOWN SHALL ALSO APPLY TO THOSE MODIFICATIONS.

ESTIMATE OF QUANTITIES SHALL BE AS STATED IN

y203-4.08 OR THE APPROPRIATE SPECIAL SPECIFICATIONS.

FOR LIGHTWEIGHT PIPE INSTALLATIONS, IT MAY BE NECESSARY TO

COUNTERACT THE BUOYANCY OF THE PIPE DURING THE CLSM

PLACEMENT. METHODS SUCH AS PARTIALLY FILLING WATERTIGHT

PIPES WITH WATER, OR USING ANCHOR STRAPS OR GRAVEL BAGS

TO HOLD DOWN THE PIPES CAN BE USED TO PREVENT FLOATATION.

WHERE THE DISTANCE BETWEEN THE TOP OF PIPE ELEVATION AND THE

TOP OF SUBGRADE ELEVATION IS LESS THAN 2’, CLSM SHALL BE USED

FOR BACKFILL MATERIAL TO TOP OF SUBGRADE ELEVATION.

WHEN THE TRENCH DEPTH IS LESS THAN 5’ AND THE CLSM HAS SET,

CONVENTIONAL BACKFILL AND COMPACTION OPERATIONS

CAN CONTINUE.


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STATE OF NEW YORK





CONTROLLED LOW STRENGTH MATERIAL (CLSM)

INSTALLATION DETAILS FOR CIRCULAR AND

ELLIPTICAL CORRUGATED METAL PIPES,

STRUCTURAL PLATE PIPES AND PIPE-ARCHES, AND

REINFORCED CONCRETE AND OTHER "RIGID" PIPES

204-01

EFFECTIVE DATE: 01/08/09 DEPUTY CHIEF ENGINEER


24" M

IN.

(SE

E N

OT

ES

5,

7,

AN

D 1

1)

12

" M

IN.

STAN

DAR

D S

HEE

TS (U

SC),

MAY

01,

202

0

(DESIGN)



ERRATA 1

APPLICATION NOTES

GENERAL NOTES

C.

B.

A.

VARIES (SEE NOTE 8)

(SEE NOTE 2)

10'

6" MIN.

4"

MIN.

PROTECTION

REQUIRING

RESOURCE

DIRECTION

FLOW

FLOWDIRECTION

100' M

AX. (SEE N

OTE

3)

A

A

BEFORE INSTALLATION

ROTATE POSTS TOGETHER

(SEE NOTE 4)

FOR POST SPACING > 2:1

3:1 TO 2:1

5:1 TO 3:1

10:1 TO 5:1

20:1 TO 10:1

STEEPNESS

> 50%

33-50%

20-33%

10-20%

*5-10%

SLOPE

VARIES (SEE NOTE 10)

(SEE NOTE 2)

10'

PROTECTION

REQUIRING

RESOURCE

DIRECTION

FLOW

SLOPE

TOE OF

SLOPE %DIA. (IN.)

THAN 10' APART

SPACED NO MORE

POSTS SHALL BE

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

(DIAMETER VARIES)

SEDIMENT FILTER LOG

12"

3" TO 4"

GRADE

DISTURBED

DISTURBANCE

PROPOSED

LIMITS OF

TO BE PROTECTED

EDGE OF RESOURCE

SILT FENCE

IF SPECIFIED

MESH REINFORCEMENT

WRAPPING DETAIL

SEE SILT FENCE END

(SEE NOTE 4)

TYPICAL POST

(IF SPECIFIED)

WIRE MESH SUPPORT

GEOTEXTILE

SILT FENCE

EXCAVATED MATERIAL

BACKFILL / COMPACT

BURY FABRIC AND

EXCAVATE TRENCH, GRADE

DISTURBED

SLOPE

TOE OF

GROUND

ABOVE

HEIGHT

18" MIN.

FIRST FENCE

FENCE

SECOND

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209-01

LINEAR MEASURES

PROPERTY LINES, OR TO DELINEATE A RESOURCE.

CONCENTRATED FLOW. DO NOT USE SILT FENCE OR SEDIMENT FILTER LOGS AS A PERIMETER CONTROL, TO DEFINE

SILT FENCE OR SEDIMENT FILTER LOGS SHALL NOT BE USED IN OR ACROSS A FLOWING CHANNEL, OR AREAS OF

AND/OR ROLLED EROSION CONTROL FABRIC.

SEDIMENT FILTER LOGS ARE TYPICALLY USED WITH EROSION OR SEDIMENT CONTROL MEASURES, SUCH AS MULCH

FILTER LOG (E.G. WETLANDS, PONDS, WATERWAYS OR ENVIRONMENTALLY SENSITIVE AREAS). SILT FENCE OR

IDENTIFY ONSITE AND OFFSITE RESOURCES THAT NEED TO BE PROTECTED USING THE SILT FENCE OR SEDIMENT

IMPOUNDING WATER BEHIND THE FENCE OR LOG SO THAT SEDIMENT FALLS OUT OF SUSPENSION.

THE PRIMARY PURPOSE OF A SILT FENCE OR SEDIMENT FILTER LOG IS TO INTERCEPT SEDIMENT LADEN RUNOFF BY

TYPICAL POST

TYPICAL POST

FIRST POST SECOND POST

POSTS DRIVEN 18 INCHES INTO THE GROUND.

AGAINST WELDED WIRE MESH WITH ANCHORED STEEL

*** REINFORCED SILT FENCE IS FABRIC PLACED

GROUND.

TO WOODEN POSTS DRIVEN 18 INCHES INTO THE

** STANDARD SILT FENCE IS FABRIC ROLLS STAPLED

ERODIBLE SOILS.

REQUIRED UNLESS IN SENSITIVE AREAS OR HIGHLY

* FOR SLOPES LESS THAN 5% SILT FENCE IS NOT

THE LOG DIAMETER (TYP.)

31OF NO MORE THAN

COMPACTED TO A HEIGHT

ON-SITE MATERIAL

AND SOIL SURFACE WITH

FILL GAPS BETWEEN LOG

(SEE NOTE 4)

TYPICAL POST

SILT FENCE END WRAPPING DETAIL

SILT FENCE - TEMPORARY

SECTION A-A

30" (MIN.)

MESH HEIGHT

18" MIN.

EMBED

SEDIMENT FILTER LOG MAX SLOPE LENGTH (FEET)

24

18

12

350

275

250

2

275

250

225

5

200

150

125

10

130

70

65

20

100

55

50

25

60

45

40

33

35

30

25

50

CONT

OURS (

TYP.)

(SEE NOTE 3)

OR LOG END (TYP)

ANGLED FENCE

SEDIMENT FILTER LOG

SECTION A-A

EXAMPLE LAYOUT OF SILT FENCE OR SEDIMENT FILTER LOG

PLAN

SILT FENCE PLACEMENT

PLAN

(SEE NOTE 8 & 10)

VARIES

SLOPE LENGTH

20

40

60

100

125

STANDARD**

30

70

80

150

250

REINFORCED***

SILT FENCE MAXIMUM SLOPE LENGTH (FEET)

/S/ RICHARD WILDER, P.E.

APPROVED JANUARY 26, 2017

SHALL NOT EXCEED THE FOLLOWING LIMITS:

OVERLAPPED BY 24 INCHES AND STAKED SIDE BY SIDE. THE MAXIMUM SLOPE LENGTH (DISTANCE BETWEEN ROWS)

SEDIMENT FILTER LOG POSTS SHALL BE SPACED NO MORE THAN 10 FEET APART. ENDS OF LOGS SHALL BE

SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM.

INSTALLATION OF SILT FENCE OR SEDIMENT LOG, INCLUDING EXCAVATION, BACKFILL, AND COMPACTION OF SOIL

THE FOLLOWING ARE MAXIMUM SLOPE LENGTHS (DISTANCE BETWEEN ROWS) FOR SILT FENCE INSTALLATION:

BULGES DEVELOP IN THE FABRIC. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL.

SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE ABOVE GROUND HEIGHT OR WHEN

FOR SILT FENCE END WRAPPING.

PREVENT SEDIMENT BYPASS, OR THE END POSTS OF TWO SECTIONS SHALL BE WRAPPED AS SHOWN IN THE DETAIL

WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE OVERLAPPED AND FOLDED AND STAPLED TO

INSTALLED WITH THE POSTS ON THE DOWNSLOPE SIDE OF THE FABRIC.

THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE

LENGTH OF FILTER LOG POSTS SHALL BE 16" GREATER THAN THE DIAMETER OF THE LOG.

FENCE POSTS SHALL BE 40 INCHES. WOOD POSTS FOR SEDIMENT FILTER LOGS SHALL BE NOMINAL 2x2. THE

POSTS SHALL BE AS DESIGNATED ON THE DEPARTMENT APPROVED LIST FOR SILT FENCE. THE LENGTH OF SILT

BE "T" OR "U" SHAPE AND 1.33 POUNDS/FEET (MINIMUM) FOR STEEL. SPACING FOR THE PROVIDED SILT FENCE

WOOD POSTS FOR SILT FENCE SHALL HAVE A CROSS-SECTION AREA OF 3.5 SQUARE INCHES OR STEEL POSTS SHALL

SEDIMENT FILTER LOGS SHOULD NOT EXCEED 100 FEET IN LENGTH.

CHANNELIZED FLOW FROM BEING CONVEYED PAST THE ENDS OF THE FENCE. A SECTION OF SILT FENCE OR

THE ENDS OF A ROW OF SILT FENCE OR SEDIMENT FILTER LOGS SHALL BE ANGLED UP SLOPE TO PREVENT

CONTAINMENT AREA.

TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF THE SEDIMENT

SILT FENCE OR SEDIMENT FILTER LOGS SHALL BE PLACED A MINIMUM OF 10 FEET FROM THE TOE OF THE SLOPE,

FOR LOCATIONS THAT WARRANT PLACEMENT OF SILT FENCE OR SEDIMENT FILTER LOGS AT THE BASE OF SLOPES,

MAY BE INSTALLED AT INTERMEDIATE POINTS UP SLOPES AS WELL AS AT THE BOTTOM.

SILT FENCE OR SEDIMENT FILTER LOGS SHALL BE INSTALLED ON A LINE OF EQUAL ELEVATION (CONTOUR). IT

STAN

DAR

D S

HEE

TS (U

SC),

MAY

01,

202

0

(DESIGN)


CROSS SECTION

FLOW

1

2

u4.25 CY

SUFFIX (XX)BOTTOM WIDTH

DITCH

01

02

03

04

0.0' - 3.0'

DITCHc FLOW

FLOW

EQUAL ELEVATION

CROSS SECTION

6

1

61

TEMPORARY CHECK DAM VOLUMES

DITCH SIDE SLOPE

u2.05 CY

DITCH SIDE SLOPE VOLUME (CY)VOLUME (CY)

u1.39 CY

u2.68 CY

u3.96 CY

OF DITCH

BOTTOM

PLAN

(STONE)

CHECK DAM - TEMPORARY

A

PROFILE

PLAN

FLOWDITCHc

DITCH SLOPECHECK DAM

TEMPORARY

10 %

8 %

6 %

5 %

4 %

3 %

2 %

1 %

20'

25'

33'

40'

50'

66'

100'

200'

-

-

16'

20'

25'

33'

50'

100'

u3.45 CY

u5.43 CY

u7.81 CY

> 3.0' - 6.0'

> 6.0' - 10.0'

ITEM SUFFIXES

STONE CHECK DAM

> 10.0'

4"

A

B

B

1.70 CUBIC YARD / YARD OF DITCH WIDTH

FOR TRAPEZOIDAL DITCH, ADD

BASED ON V SHAPED DITCH SECTION

1.61 CUBIC YARD / YARD OF DITCH WIDTH



13'-0" (TYP.)

18"

12"

6"

W

18"

12"

1'-

0"

12" 12"

6"

CUTOFF TRENCH

GEOTEXTILE BEDDING

LIGHT STONE FILLING

CUTOFF TRENCH

6" MIN.

GEOTEXTILE

ANCHOR

S = CHANNEL SLOPE

H = CHECK DAM HEIGHT

SPACING INTERVAL

I = CHECK DAM

WHERE:

I = H / S

(SEE NOTE F)

BEDDING

GEOTEXTILE

FLOW

EQUAL ELEVATION

1

2

OF DITCH

BOTTOM

PROFILE

DAM TOE

CUTOFF TRENCH

DAM CREST

6" MIN.

GEOTEXTILE

ANCHOR

W

GEOTEXTILE BEDDING

9'-0" (TYP.)

2'-

0" (M

AX.)

CUTOFF TRENCH

*

*

1 : 2

1 : 3

1 : 4

1 : 6

1 : 2

1 : 3

1 : 4

1 : 6

STONE CHECK DAM PLACEMENT INTERVAL

SIDE SLOPE

SECTION A-A

GEOTEXTILE BEDDING

6"

BOTTOM

MATCH DITCH

(MA

X.)

2'-

0"

(MIN.)

9"

30-

MA

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209-02

(SHEET 1 0F 2)

CHECK DAMS

#1 OR #2 STONE (TYP.)

SEE PLACEMENT INTERVAL TABLE (I)

SEE PLACEMENT INTERVAL TABLE (I)

(TYP.)

LIGHT STONE FILLING

#1 OR #2 STONE

LIGHT STONE FILLING

(BASED ON 2' HEIGHT)

INTERVAL (I)

PLACEMENT


INTERVAL (I)

PLACEMENT

MAINTAIN DITCH SLOPE

VARIES TO

MAINTAIN DITCH SLOPE

VARIES TO

(STONE)

CHECK DAM - PERMANENT

PERMANENT

CHECK DAM

CHECK DAM - PERMANENT VOLUMES

TRE

NC

H

CUT

OFF

TRE

NC

H

CUT

OFF

EXTENT OF CHECKDAM ON SLOPE / BANKEXTENT OF CHECKDAM ON SLOPE / BANK

BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE.

DURING INSPECTIONS ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES

AND EROSION WITH STONE OR LINER AS APPROPRIATE.

THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM SHALL BE PROTECTED FROM SCOUR

REQUIREMENTS OF LIGHT STONE FILLING.

FILLING CORE MATERIAL FOR THE STONE CHECK DAM SHALL MEET THE GRADATION

GRADATION REQUIREMENTS OF SIZE DESIGNATION #1 OR #2 OF TABLE 703-4. STONE

COARSE AGGREGATE FACING MATERIAL FOR THE STONE CHECK DAM SHALL MEET THE

HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL.

SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE

AFTER EACH RUNOFF EVENT. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED.

MEASURES SHALL BE INSPECTED EVERY (7) CALENDAR DAYS AND SHOULD BE INSPECTED

BE 1 ACRE.

ACRES. MAXIMUM DRAINAGE AREA CONTRIBUTING TO STONE CHECK DAM - PERMANENT SHALL

MAXIMUM DRAINAGE AREA CONTRIBUTING TO TEMPORARY STONE CHECK DAM SHALL BE 2

THE UPSTREAM DAM TOE SHALL BE AT EQUAL ELEVATION TO THE DOWN STREAM DAM CREST.

AND 0.5 FEET DEEP AND LINED WITH FILTER FABRIC TO PREVENT SOIL MIGRATION.

CHECK DAMS SHALL BE ANCHORED IN THE CHANNEL BY A CUT OFF TRENCH 1.5 FEET WIDE

SEDIMENT FILTER LOG CHECK DAMS OR PREFABRICATED CHECK DAMS.

AVOID PLACEMENT OF STONE CHECK DAMS WITHIN ROADWAY CLEAR ZONES, INSTEAD CONSIDER

SLOPES EXCEEDING 10% SHALL INCLUDE A CHANNEL PROTECTIVE LINING.

CHECK DAMS ARE NOT INTENDED TO, AND WILL NOT, FILTER SEDIMENT FROM TURBID WATER.

UPSTREAM SIDE OF THE CHECK DAM DUE TO DECREASED VELOCITY.

CHECK DAMS WILL CAPTURE SEDIMENT THAT FALLS OUT OF SUSPENSION BEHIND THE

FLOW VELOCITY IN THE CHANNEL.

THE PRIMARY PURPOSE OF A CHECK DAM IS TO REDUCE EROSION IN A CHANNEL BY REDUCING

6.

5.

4.

3.

2.

1.

GENERAL NOTES:

G.

F.

E.

D.

C.

B.

A.

APPLICATION NOTES:

LIGHT STONE FILLINGDAM CREST

DAM CREST



SIDE SLOPE

SECTION B-B

6"

BOTTOM

MATCH DITCH

GEOTEXTILE BEDDING

(MIN.)

9"

DAM CREST

1'-

0"

DAM CREST

STAN

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SC),

MAY

01,

202

0

GEOTEXTILE APRON

GEOTEXTILE APRON

DETAIL "A"

OF DITCH

BOTTOM

10" (T

YP.)

(DESIGN)



ERRATA 1

DITCHc

FLOW

B

DITCHc FLOW

FLOW

B

A

A

GEOTEXTILE APRON

TRIANGULAR SECTION

STAPLES

BACKFILL TRENCHGEOTEXTILE APRON

DAM TOE

STAPLES

DAM CREST

3" TO 6" TRENCH

W W

GRAVEL BAGS

(GRAVEL BAG)


PLAN

#1 STONE

#1 STONE

#1 STONE

SECTION B-B

SIDE SLOPE

PROFILE

PROFILE

FLOW1

2

EQUAL ELEVATION

SEE DETAIL "A"

EQUAL ELEVATION

OF DITCH

BOTTOM

SIDE SLOPE

(PREFABRICATED)


PLAN

DRAINAGE AROUND ENDS

EXTEND TO PREVENT BYPASS

DAM CRESTDAM TOE

WIDTH

STAPLES

#1 STONE

DITCH SLOPE

1%

2%

3%

4%

5%

83'

42'

28'

21'

1:2

1:3

1:4

1:6

u1.5 CY

SUFFIX (XX)BOTTOM WIDTH

DITCH

01

02

03

04

0.0' - 3.0'

DITCH SLOPE

1%

2%

3%

4% 50'

8%

6%

5%

20'10%

200'

100'

66'

40'

33'

25'

S = CHANNEL SLOPE

H = CHECK DAM HEIGHT

I = CHECK DAM SPACING INTERVAL

WHERE:

I = H / S

DITCH SIDE SLOPE

> 3.0' - 6.0'

> 6.0' - 10.0'

> 10.0'

VOLUME (CY)

u3.0 CY

u2.0 CY

u1.0 CY

1 CUBIC YARD / YARD OF DITCH WIDTH




PLACEMENT INTERVAL(BASED ON 10" HEIGHT)

PLACEMENT INTERVAL

16'

PLACEMENT INTERVAL

PREFABRICATED CHECK DAM

2'-

6" (T

YP.)

(MIN.)

9"

BOTTOM

MATCH DITCH

9" (M

IN.)

5.

4.

3.

2.

1.

GENERAL NOTES:

F.

E.

D.

C.

B.

A.

APPLICATION NOTES:

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209-02

(SHEET 2 0F 2)

CHECK DAMS

ITEM SUFFIXES

CHECK DAM

GRAVEL BAGCHECK DAM VOLUMES

GRAVEL BAG

PLACEMENT INTERVAL *

CHECK DAM

GRAVEL BAG

#1 STONE

10" (T

YP.)

SECTION A-A

ISSUED UNDER EB 17-001 APPROVED JANUARY 26, 2017


SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL.

SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT.

EACH RUNOFF EVENT. MEASURES SHALL BE REPAIRED AS REQUIRED.

MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND SHOULD BE INSPECTED AFTER

WATERCOURSE IF BAGS ARE DAMAGED DURING USE.

FILLED WITH CLEAN STONE, RATHER THAN SAND, TO PREVENT SEDIMENT FROM ENTERING A

BAGS SHALL OVERLAP THE JOINTS BETWEEN THE BAGS IN THE LAYER BELOW. GRAVEL BAGS ARE

GRAVEL BAGS SHALL BE INDIVIDUALLY TIED, DOUBLE BAGGED AND INVERSELY INSERTED.

MAXIMUM DRAINAGE AREA TRIBUTARY TO GRAVEL BAG CHECK DAM SHALL BE 2 ACRES.

MAXIMUM DRAINAGE AREA TRIBUTARY TO PREFABRICATED CHECK DAM SHALL BE • ACRE.

DRAINAGE AREAS:

COST OF EXCAVATION FOR INSTALLATION SHALL BE INCLUDED IN PRICE BID FOR ITEM.

STAPLED AS SHOWN IN DETAIL "A" OR AS RECOMMENDED BY THE MANUFACTURER'S LITERATURE.

THE UPHILL END OF THE APRON FOR THE PREFABRICATED CHECK DAM SHALL BE BURIED AND

BE NOMINAL 2x2 WOOD. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.

SEDIMENT FILTER LOGS MAY BE SUBSTITUTED FOR PREFABRICATED CHECK DAMS. POSTS SHALL

BECOMING TURBID.

GRAVEL BAGS SHALL BE FILLED WITH CLEAN STONE TO PREVENT RECEIVING WATERS FROM

PREFABRICATED CHECK DAMS ARE NOT TO BE USED ON SLOPES GREATER THAN 5%.

CHECK DAMS ARE NOT INTENDED TO, AND WILL NOT, FILTER SEDIMENT FROM TURBID WATER.

DUE TO DECREASED VELOCITY.

CHECK DAMS WILL CAPTURE SEDIMENT THAT FALLS OUT OF SUSPENSION BEHIND THE CHECK DAM

FLOW VELOCITY IN THE CHANNEL.

THE PRIMARY PURPOSE OF A CHECK DAM IS TO REDUCE EROSION IN A CHANNEL BY REDUCING

(TY

P.)

2'-

0"

DAM CREST

*

*

STAN

DAR

D S

HEE

TS (U

SC),

MAY

01,

202

0

(TY

P.)

(GRAVEL BAG)

DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY

(GRAVEL BAG)


STRUCTURE WALL

DRAINAGE

PLAN

WOOD FRAME

ATTACHED TO 2X4 NOMINAL

SILT FENCE GEOTEXTILE

GRAVEL BAG

WOOD POST

2X4 NOMINAL

(DESIGN)



ERRATA 1

PLAN

(SILT FENCE)


CROSS SECTION

(MIN.)

SEE NOTE 2

18"

3'-

0" (M

AX.)

12"

WOOD FRAME

2X4 NOMINAL

(MA

X.)

FILTER LOG

SEDIMENT

PLAN

(SEDIMENT FILTER LOG)


FRAME (SEE NOTES 1 AND 2)

ATTACHED TO WOOD POST AND

SILT FENCE GEOTEXTILE

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209-03

(SHEET 1 0F 2)


12" (MIN.)

(SILT FENCE)


(SEDIMENT FILTER LOG)


STRUCTURE WALL

DRAINAGE

STRUCTURE WALL

DRAINAGE



F.

E.

D.

C.

B.

A.

MAXIMUM DRAINAGE AREA TO THE PRACTICE SHALL NOT EXCEED ONE ACRE.

CONTROL.

DRAINAGE STRUCTURE INLET PROTECTION SHALL NOT BE USED WITHOUT UPSLOPE EROSION

ALONG THE ACTIVE TRAVEL LANE OR SHOULDER.

DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY (SILT FENCE) SHALL NOT BE USED

AND NOT BYPASS TO UNPROTECTED RESOURCES.

THE TOP OF THE INLET PROTECTION SHALL BE SET TO ALLOW OVERFLOW INTO THE INLET

DAMAGED DURING USE.

PREVENT SEDIMENT FROM ENTERING A DRAINAGE SYSTEM IF BAGS ARE

GRAVEL BAGS ARE FILLED WITH CLEAN STONE, RATHER THAN SAND, TO

WATER, THEREBY ALLOWING SEDIMENT TO FALL OUT OF SUSPENSION.

PREVENT SEDIMENT FROM ENTERING A DRAINAGE SYSTEM BY TRAPPING

THE PRIMARY PURPOSE OF DRAINAGE STRUCTURE INLET PROTECTION IS TO

APPLICATION NOTES:

6.

5.

4.

3.

2.

1.

CAPACITY). SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIALS.

SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE-HALF THE MEASURE HEIGHT (STORAGE

MEASURES SHALL BE INSPECTED AFTER EVERY RUNOFF EVENT AND REPAIRED AS NECESSARY.

RECOMMENDATIONS.

BE FASTENED WITH PLASTIC TIES OR IN ACCORDANCE WITH MANUFACTURER'S

SPACED A MAXIMUM OF 2' APART. WHEN USED ON A PAVED SURFACE, THE LOG ENDS SHALL

SEDIMENT FILTER LOGS SHALL BE SECURED TO THE SOIL SURFACE WITH WOODEN POSTS

BETWEEN THE INLET AND THE PRACTICE.

BAGS SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE GRATE TO MINIMIZE EXPOSED SOIL

GRAVEL BAGS SHALL LAP THE JOINTS

new york state standard sheets...eb 10-004 05/06/10 eb 10-004 05/06/10 wire rope rock catchment...

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