8 - Reference Drawings.pdf

GENERAL NOTES

DEPTH BELOW

TOP OF GRATE

HORIZONTAL

REINF.

VERTICAL

REINF.

WALL

THK.

DEPTH BELOW

TOP OF GRATE

STAGE 2

STAGE 1

A

A

B

B

IN

LET W

ALL

PIP

E W

ALL

NOTE:

WIRE MESH

WALL VARIES

WALL VARIES

1’-4"

A

A

COPOLYMER POLYPROPYLENE PLASTIC

A

A

A

A

B

B

C C

MIN. WEIGHT 325 LBS.

ALTERNATE REINFORCEMENT

3"

3"

3"

MIN.

3"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

7" 2"

#13 @ 18" C.C.

#13 @ 18" C.C.

#13 @ 18" C.C.

6"

LADDER RUNGS FACING TRAFFIC 12" C TO C

6"

5"

8"

10" 53"

6"

6"

6"

N.T.S.

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

INLET GENERAL DETAILS

ELEVATION PLAN

LADDER RUNG DETAIL

CONNECTION OF PIPE AND

INLET FOR PRECAST INLET

RISER JOINT DETAIL

FOR PRECAST INLETS

SECTION A-A SECTION B-B

SECTION A-A SECTION B-B

SECTION C-C

SECTION A-A

2�"

4�"

2�"

2�"

�" TO �"

�" TO �"

�" TO 1"

1�"

3�"

3�"

1�"

4�" 4�"

3�"

2�"�"

1�"

1�"

3’-11�"

4�"4�" 4�" 4�"4�"4�"4�"

1�"

0’ TO 10’-0"

10’-1" TO 15’-0"

15’-1" T0 20’-0"

REINFORCING SHOWN FOR PRECAST INLETS IS THE MINIMUM

REQUIRED. ADDITIONAL REINFORCING FOR HANDLING IS THE

RESPONSIBILITY OF THE CONTRACTOR.

1"‘ N

ON-S

HRIN

K

GROUT

1.

2.

3.

4.

5.

6.

MINIMUM WALL REINFORCEMENT FOR PRECAST INLETS

TYPES A, B, C, E, D-1, D-2 AND B MODIFIED:

7.

8.

9.

INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE,

CONCRETE BLOCK OR PRECAST CONCRETE. WALLS SHALL BE

8 INCHES THICK IF BRICK AND 6 INCHES THICK IF CONCRETE,

CONCRETE BLOCK OR PRECAST CONCRETE. INLET FOUNDATIONS

AND INVERTS SHALL BE CLASS B CONCRETE.

EXCEPT FOR INLETS TYPE A AND C, FOUNDATIONS AND

INVERTS SHALL BE CONSTRUCTED IN TWO STAGES, AND

THE BOTTOM OF THE FOOTINGS SHALL BE 8 INCHES BELOW

THE OUTER WALL OF THE LOWEST PIPE IN THE INLET.

ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN

ACCORDANCE WITH THE CURRENT NJDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

AND ITS AMENDMENTS.

COPOLYMER POLYPROPYLENE PLASTIC LADDER RUNGDETAIL OF INVERT FOR INLET WITHOUT CONTINUOUS PIPE

FOUNDATION AND INVERT TO BE CONSTRUCTED

IN TWO STAGES. THE TOP SURFACE OF

STAGE 1 TO BE LEFT ROUGH.

PICK HOLE

RIBS TAPER �" TO 1"

WHEN THE DEPTH OF A PRECAST INLET EXCEEDS 10 FEET AS

MEASURED FROM TOP OF GRATE TO INVERT, THE FOUNDATION

SHALL BE INCREASED TO 12 INCHES. WHEN ROCK IS

ENCOUNTERED, THE DEPTH OF THE FOUNDATION SHALL NOT

BE INCREASED.

#13 @ 10" C.C.

#13 @ 8" C.C.

#13 @ 6" C.C.

NOTE:

NOTE:

NOTE:

NOTE:

CORBELLING OF INLET WALLS WILL BE PERMITTED AT THE

RATE OF � INCH PER 8 INCHES OF HEIGHT; MAXIMUM CORBEL

6 INCHES PER WALL.

WHEN THE DEPTH OF AN INLET THAT IS NOT PRECAST

EXCEEDS 10 FEET AS MEASURED FROM TOP OF GRATE

TO INVERT, WALLS BELOW A DEPTH OF 8 FEET SHALL BE

12 INCHES THICK AND THE DEPTH OF FOUNDATION

INCREASED TO 12 INCHES. WHEN ROCK IS ENCOUNTERED,

THE DEPTH OF THE FOUNDATION SHALL NOT BE INCREASED.

CASTINGS FOR PRECAST INLETS SHALL BE ADJUSTED TO

GRADE WITH COURSES OF BRICK, AS REQUIRED, 12 INCHES

MAXIMUM.

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EXTERIOR WALL

0’ TO 10’-0"

10’-1" TO 15’-0"

15’1" TO 20’0"

NOTE:

10.

MINIMUM WEIGHTS

WEIGHT OF FRAME = 630#

WEIGHT OF COVER = 400#

DIMENSIONS, WEIGHTS AND OTHER CRITERIA SHOWN ON THESE

LADDER RUNGS FACING TRAFFIC 12" C TO C

NOTE:

CD-602-1.1

CD-602-1

CD-602-1.2 CD-602-1.3

CD-602-1.4 CD-602-1.5

CD-602-1.6

CD-602-1.7 CD-602-1.8

SEE GENERAL NOTE 10, CD-602-1.6

SEE GENERAL NOTE 10, CD-602-1.6

JOINT TO BE GROUTED WITH MORTAR

BY CONTRACTOR

NEW MANHOLE CASTING, SQUARE FRAME, CIRCULAR COVER

BICYCLE SAFE GRATE

(CAST IRON)

DETAILS ARE FOR CLASS 30B CAST IRON ONLY.

REINFORCEMENT STEEL IS IN METRIC UNITS.

INLET FOUNDATIONS WHICH ARE PRECAST SHALL BE PLACED

ON A 6 INCH THICK BED OF COMPACTED COARSE AGGREGATE

#57. THE COARSE AGGREGATE SHALL EXTEND 6 INCHES

BEYOND THE HORIZONTAL LIMITS OF THE INLET FOUNDATION.

#13 GRADE 60 REINFORCEMENT STEEL

WWF 3 x 6 W6 ADD #10 REINFORCEMENT

STEEL @ 18" HORIZONTAL.

WWF 3 x 6 W6 WIRES SPACED AT 3"

TO RUN HORIZONTAL IN ALL CASES.

WWF 3 x 6 W6 ADD #10 REINFORCEMENT

STEEL @ 9" HORIZONTAL OR ADD #13

REINFORCEMENT STEEL AT 15" HORIZONTAL.

1�" ‘�"

14" - 16"

12" - 14"

" 1" MIN.

146B D

C D

-0 -O

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IN

A

L S

H E

E T

AA

B B

C

C

N.T.S.

B

B

AA

AA

B

B

AA

B

B

A A

B

B

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

SECTION B-B

SECTION A-A

SECTION B-B

SECTION B-B

SECTION A-A

SECTION A-A

SECTION B-B

SECTION A-A SECTION B-B

SECTION A-A

S E

C T

IO

N

C -C

NOTES:

NOTE:

ALTERNATE BACK PLATE

FRAME-BACK-CURB PIECE FOR INLET TYPE B AND TYPE C

NOTE:

NOTES:

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NOTE:

1" DIA. HOLES TO BE

FITTED WITH FOUR �"

DIA. HEX. BOLTS, 3" LONG

BY THE CONTRACTOR.

STORM DRAIN

INLET LABELING

NON-SKID

SURFACE

B A

C K

C U

R B

P I E

C E

FRAME

2’-0"

4’-0"

CURB

V A

R

IA

B L

E

4’-0"

STAGE 1

STAGE 2

3’-6"

FRAME, CURB PIECE,

BACK AND GRATE

DEPTH OF INVERT TO

BE 0.80 OF DIAMETER

OF THE MAIN PIPE

THROUGH THE INLET.

AS SPECIFIED

CONCRETE CURB

SLOPE LINE PROPOSED

(FOR USE IN SHOULDER

AREA ONLY)

4’-0"

FRAME AND GRATE

V A

R

IA

B L

E

1’-10"

4’-0"

CURB

4’-0"

V A

R

IA

B L

E

FRAME, CURB PIECE,

BACK AND GRATE

3’-6"

18" 18"

2"

2"

2"

49�"

3�"

1�"

1"

3"

8�"

22�"

9"9"

9"9"

18"18"

18"18"

3" 3"

3"

3"

3" 3"

3"

4’-6"

4’-6"

1�"

1�"

1�"

1�"

1�"

3"

2�"

2�"

2�"

2�"

2"

2"

1�"

�" TYP.

2�"

5�"

4’-6"

WEIGHT OF GRATE = 325#

WEIGHT OF FRAME = 312#

WEIGHT OF BACK = 120#

4�"3�"

MAXIMUM WEIGHTS

1" TYP.

H E

I G

H T

A S

S P

E C

IF

IE

D

THEORETICAL GUTTER GRADE

SET CURB PIECE AT ELEVATION OF ADJACENT CURB

SET THE EDGE OF FRAME AT SLOPE LINE

�" TYP.

FOUNDATION AND INVERT

TO BE CONSTRUCTED IN

2 STAGES. TOP SURFACE

OF STAGE 1 TO BE LEFT

ROUGH

PAVEMENT / SHOULDER

SHOULDER / PAVEMENT

MIN.

M

IN

WEIGHT OF FRAME = 240#

WEIGHT OF GRATE = 325#

6"= 125#

8" = 167#

10" = 209#

12" = 251#

WEIGHT OF CURB PIECE

1.

4.

1.

2.

MINIMUM WEIGHT = 120#

3’-7�"

6" 6" 6" 6"

3" 2"

3. THE CLEAR SPACE IN THE CURB OPENING

(OR EACH INDIVIDUAL CLEAR SPACE, IF THE

CURB OPENING HAS TWO OR MORE CLEAR

SPACES) MUST HAVE AN AREA OF NO MORE

THAN SEVEN (7.0) SQUARE INCHES, OR BE

NO GREATER THAN TWO (2.0) INCHES

ACROSS THE SMALLEST DIMENSION.

2.

�" R TYP.

SEE

NOTE 4

1�"

4’-1�"

5�" 5�" 5�" 5�" 5�"

2�"

1�"

VAR.

CURB OPENINGS

OR 12"

AS SPECIFIED

6", 8", 10"

4" (NO CURB OPENINGS),

CD-602-2.1

CD-602-2

CD-602-2.5

CD-602-2.3

CD-602-2.6

CD-602-2.4

CD-602-2.2

BICYCLE SAFE

GRATE AS

SHOWN IN

CD-602-1.8

BICYCLE SAFE

GRATE AS SHOWN

IN CD-602-1.8

BICYCLE SAFE

GRATE AS SHOWN

IN CD-602-1.8

BICYCLE SAFE

GRATE AS SHOWN

IN CD-602-1.8

SEE ALTERNATE BACK PLATE DETAIL CD-602-2.5

SEE GENERAL NOTE 10, CD-602-1.6

SEE GENERAL NOTE 10, CD-602-1.6

SEE GENERAL NOTE 10, CD-602-1.6

LADDER RUNGS

SEE DETAIL

CD-602-1.3 & 1.5

MINIMUM WEIGHTS

CLASS 30B

INLET, TYPE C WITH C.I. CURB PIECE-BACK-FRAME AND GRATE

FRAME FOR INLET, TYPE A

INLET, TYPE A

LADDER RUNGS

SEE DETAIL

CD-602-1.3 & 1.5

INLET, TYPE B WITH C.I. CURB

PIECE-BACK-FRAME AND GRATE

INLETS, TYPE A, B & C

ALTERNATE VERTICAL JOINTS OF BRICK OR BLOCK

IN THE FIVE LOWER COURSES SHALL BE LEFT OPEN.

WHEN CONSTRUCTED OF CONCRETE A LEACHING BASIN

18" x 18" x 2’-0" DEEP OF COARSE AGGREGATE #57

SHALL BE CONSTRUCTED.

METHOD OF SETTING CASTING FOR B TYPE INLET

WHERE CURB PIECE HEIGHT IS 2" GREATER THAN CURB FACE

STORM DRAIN INLET LABEL SHOULD READ "NO

DUMPING, DRAINS TO WATERWAYS" OR

OTHERWISE APPROVED BY THE R.E..

FISH LOGOS SHALL ALSO BE INCLUDED

ON BOTH SIDES OF LABEL.

LADDER RUNGS

SEE DETAILS

CD-602-1.3 & 1.5

B D

C D

-0 -O

R

IG

IN

A

L S

H E

STAGE 2

STAGE 1

A

B

A A

B

B

4’-0" STAGE 1

3’-6"

VAR.

STAGE 2

SHOULDER

VAR.

SHOULDER

N.T.S.

DEPTH OF INVERT TO

BE 0.80 THE DIAMETER

OF THE MAIN PIPE

THROUGH THE INLET.

FERTILIZING, SEEDING &

STRAW MULCHING

FOUNDATION AND INVERT

TO BE CONSTRUCTED IN

2 STAGES. TOP SURFACE OF

STAGE 1 TO BE LEFT ROUGH.

INLETS TYPE B1 MODIFIED OR TYPE B2 MODIFIED SHALL BE OF SAME

CONSTRUCTION AND DIMENSIONS AS INLET, TYPE B MODIFIED EXCEPT

AS OTHERWISE INDICATED BELOW

FERTILIZING, SEEDING &

STRAW MULCHING

4’-0"

AA

B

B

STAGE 2

STAGE 1A

B

GUTTER LINE

FLOWFLOW

CURB OR BERM

NORMAL SHOULDER SLOPE

NORMAL GUTTER LINE

ADJUSTED GUTTER LINETOP OF CURB OR BERM

B B

A

A

SHOULDER

2"

4’

4’

2"

M A

X

9" 18" 18"

9"

4’-6"

4’-6"

3"

3"

" 1�"

1�"

�"1�"

SECTION A-A

SECTION B-B

INLETS, TYPE B1 MODIFIED

AND TYPE B2 MODIFIED

PLAN

SECTION A-A

SECTION B-B

INLETS, TYPE B1, B2, &

B, B1, & B2 MODIFIED

INLETS, TYPE B1 AND TYPE B2

SECTION A-A

SECTION B-B

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

INLET TYPE DIMENSION A DIMENSION B

4’-6" 2’-8"

5’-6" 3’-8"

COVER - 1" MINIMUM

2" MAXIMUM

NOTE:

B1 MODIFIED

B2 MODIFIED

AT LOW POINT INCREASE TO 4’

COVER - 1" MIN.

2" MAX.

INLET TYPE DIMENSION A DIMENSION B

4’-6" 1’-0"

5’-6" 2’-0"

B1

B2

COVER - 1" MIN.

2" MAX.

FOUNDATION AND INVERT TO BE CONSTRUCTED IN TWO

STAGES. TOP SURFACE OF STAGE 1 TO BE LEFT ROUGH.

METHOD OF DEPRESSING INLETS AT SHOULDERS

NORMAL GUTTER LINE

FOUNDATION AND INVERT TO BE CONSTRUCTED IN TWO

STAGES. TOP SURFACE OF STAGE 1 TO BE LEFT ROUGH.

INLETS TYPE B1 OR TYPE B2 SHALL BE OF SAME CONSTRUCTION AND

DIMENSIONS AS INLET TYPE B, EXCEPT AS OTHERWISE INDICATED BELOW.

2’

M A

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TOPSOILING 4" THICK

TOPSOILING 4" THICK

NOTE:

NOTE:

CD-602-3

CD-602-3.1 CD-602-3.2 CD-602-3.3

CD-602-3.4 CD-602-3.5

LADDER RUNGS

SEE DETAIL

CD-602-1.3

BICYCLE SAFE GRATE

AS SHOWN IN DETAIL

CD-602-1.8

BICYCLE SAFE

GRATE AS SHOWN

IN DETAIL CD-602-1.8

SEE GENERAL NOTE 10, CD-602-1.6

LADDER RUNGS

SEE DETAIL

CD-602-1.3 & 1.5

LADDER RUNGS

SEE DETAIL

CD-602-1.3 & 1.5

INLET, TYPE B MODIFIED

FRAME TO BE USED FOR INLET, TYPE B MODIFIED

REINFORCEMENT STEEL IS IN METRIC UNITS.

CLASS B CONCRETE SLAB

#13 REINFORCEMENT STEEL

6" C TO C BOTH WAYS

CLASS B CONCRETE SLAB

#13 REINFORCEMENT STEEL

6" C TO C BOTH WAYS

CLASS B CONCRETE SLAB

#13 REINFORCEMENT STEEL

6" C TO C BOTH WAYS

146B D

C D

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IN

A

L S

H E

INLET CASTING

B

INLET TYPE

E 1 4’-6"

E 2 5’-6"

A

STAGE 1

STAGE 2

INLETS TYPE E1 AND TYPE E2 SHALL BE OF THE

SAME CONSTRUCTION AND DIMENSIONS AS INLET

TYPE E EXCEPT AS OTHERWISE INDICATED BELOW.

4’-0"

STAGE 1

STAGE 2

3’-6"

V A

R

IA

B L

E

4’-0"

FRAME AND GRATES

DEPTH OF INVERT TO

BE 0.80 THE DIAMETER

MAIN PIPE THROUGH THE

INLET.

FRAME AND TWO GRATES

FOUNDATION AND INVERT TO BE

CONSTRUCTED IN 2 STAGES. TOP

SURFACE OF STAGE 1 TO BE LEFT

ROUGH.

B

B

A A

10’-0" 10’-0"

5’-0" C

B A

TOP

OF

CURB

TOP OF

SLOPE

C

END OF CONCRETE

B A

MONOLITHIC

1’-0"

EDGE OF PAVEMENT

SUBBASE

1’-0"1’-0" 2’-0"

VARIES

L

IN

E

1’-0" 3’-0"

VARIES

SUBBASE

VARIES

SUBBASE

2’-0" 2’-0"

S H

L D

R

S H

L D

R

G U

T T

E R

GUTTER LINE

N.T.S.

4�

1’-0"

2’-0"

" 8

2"

9" 18" 18" 9"

4’-6"

�" 1�"

3" 3"

" 1

" 5

WEIGHT OF FRAME = 435#

WEIGHT OF EACH GRATE = 325#

1�"

3�" 3"

3" 1

COVER

1" MIN.

2" MAX.

FOUNDATION AND

INVERT TO BE

CONSTRUCTED IN

TWO STAGES.

TOP SURFACE OF

STAGE 1 TO BE

LEFT ROUGH.

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

BICYCLE

SAFE GRATE

BICYCLE

SAFE GRATE

PLAN VIEW

PLAN VIEW

NOTE:

THE UNDERLYING MATERIAL SHALL

BE SHAPED AND COMPACTED TO A

FIRM, EVEN SURFACE.

FOR EXIST. INLET TYPE "B", PROVIDE

NEW INLET CASTING TYPE "E".

FOR EXIST. INLET TYPE "E" OR "ES"

USE EXIST. CASTING.

BICYCLE SAFE

GRATE

THE UNDERLYING MATERIAL SHALL

BE SHAPED AND COMPACTED TO A

FIRM, EVEN SURFACE.

3’-0" 3’-0"

BEGINNING OF

CONCRETE

SAWCUT

CLASS "B" CONC.

CLASS "B" CONC.

CLASS "B" CONC.

1’-0"

HMA SURFACE

COURSE, 2" TH.

HMA SURFACE

COURSE, 2" TH.

HMA SURFACE

COURSE, 2" TH.

HMA = HOT MIX ASPHALT

DIMENSION A DIMENSION B

SHOULDER

BOX

SHOULDER

S H

O U

L D

E R

1’-0"

10’-0" 10’-0"

5’-0"C

B A

TOP

OF

CURB

TOP OF

SLOPE

C

END OF CONCRETE

B A

MONOLITHIC

3’-0"

1’-0"

EDGE OF PAVEMENT

S H

L D

R

S H

L D

R

GUTTER LINE

BICYCLE SAFE

GRATE

3’-0" 3’-0"

BEGINNING OF

CONCRETE

SAWCUT

S H

O U

L D

E R

1’-0" 1’-0" 3’-0"

VARIES

SUBBASE

CLASS "B" CONC.

1’-0"

HMA SURFACE

COURSE, 2" TH.

SUBBASE

1’-0"1’-0" 2’-0"

VARIES

LINE

3�" 3"

3" 1

CLASS "B" CONC.

HMA SURFACE

COURSE, 2" TH.

SHOULDER

BOX

SHOULDER

GUTTER

VARIES

SUBBASE

2’-0" 2’-0"

4�

1�"

CLASS "B" CONC.

HMA SURFACE

COURSE, 2" TH.

T P

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J D

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H

:1 V

H

:1 V

CD-602-4

CD-602-4.1 CD-602-4.2

CD-602-4.3

CD-602-4.5

CD-602-4.4

BICYCLE SAFE

GRATE AS SHOWN

IN DETAIL CD-602-1.8

BICYCLE SAFE

GRATE AS SHOWN

IN DETAIL CD-602-1.8

SEE GENERAL NOTE 10, CD-602-1.6

LADDER RUNGS

SEE DETAIL

CD-602-1.3 & 1.5

LADDER RUNGS

SEE DETAIL

CD-602-1.3 & 1.5

REINFORCEMENT STEEL IS IN METRIC UNITS.

CLASS B CONC, SLAB

WITH #13 REINFORCEMENT

STEEL 6" C/C BOTH

WAYS.

FRAME FOR INLET, TYPE E

INLET, TYPE E

ITEM INCLUDES EXCAVATION SUBBASE

SOIL AGGREGATE I-3, 6 INCHES THICK.

CLASS B CONCRETE (RDWY) HMA

SURFACE COURSE UNDERLAYER

PREPARATION TACK COAT INLET

CASTING, TYPE "E" REMOVAL OF

EXISTING CLASS B CONCRETE IF

REQUIRED.

INLET, TYPE ES

3-#16 EPOXY COATED

REINFORCEMENT STEEL

3-#16 EPOXY COATED

REINFORCEMENT STEEL

ITEM INCLUDES EXCAVATION

SUBBASE SOIL AGGREGATE I-3, 6" TH.

CLASS B CONCRETE (RDWY)

HMA SURFACE COURSE

UNDERLAYER PREPARATION

TACK COAT

INLET, TYPE "E" WITH CASTING, AND

REINFORCEMENT STEEL.

INLETS, TYPE E, E1, E2, & ES

B D

C D

O

R I G

I N

A L

S H

E E

T

* SAME CROSS-SLOPE AS ADJOINING SHOULDER

* SAME CROSS-SLOPE AS ADJOINING SHOULDER

SET INLET TYPE ES, CASTING

RESET EXISTING CASTING (FOR ES CASTING)

INLETS, TYPE E1 AND TYPE E2

SECTION B-B

NOTE:

SECTION A-A

SECTION A-A

SECTION B-B

NOTE:

NOTE:

SECTION C-C

NOTE:

B

A

B

A

SECTION B-B

SECTION A-A

NOTE:

SECTION C-C

SECTION A-A SECTION B-B

NOTE:

NOTE:

B D

C

D

M

I S

C T

E X

T C

H A

N G

S

C R

O S

S S

L O

P E

C R

O S

S S

L O

P E

C R

O S

S S

L O

P E

C R

O S

S S

L O

P

ITEM DIMENSION A

MANHOLES

AA

N.T.S.

STAGE 2

A

STAGE 1

CLASS B CONCRETE

STANDARD MANHOLE

FRAME AND COVER

ALL JOINTS TO BE

POINTED FULL AND

FLUSH

D O T

PICK

HOLE

DETAIL OF

SEAT

(HALF SIZE)

MACHINE

FINISH

AA

MANHOLES 5’-0" DIA.

MANHOLES 6’-0" DIA.

1�"

1�"

1"

6"6"

WEIGHT OF FRAME = 265#

WEIGHT OF COVER = 175#

1"

1"

41"

27�"

25�"

2�"

25�"

5"

23"

31"

1�"

5"

1"

6"

2’-7"

6"

2"

6"

3"

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

15^

6� 6�" "

30^

8" IF BRICK, 6"

IF CONCRETE OR

CONCRETE BLOCK

6" TYP.

NOTE:

1.

2.

3.

5.

6.

4.

STANDARD MANHOLE FRAME AND COVER

SECTION A-A

GENERAL NOTES

MANHOLES

SECTION A-A

UNDERSIDE OF COVER

MINIMUM WEIGHTS

4’-0"

5’-0"

6’-0"

MANHOLES, MANHOLES 5 FOOT DIAMETER,

MANHOLES 6 FOOT DIAMETER

THE TOP SURFACE OF

STAGE 1 TO BE LEFT

ROUGH

FOUNDATION AND INVERT TO

BE CONSTRUCTED IN TWO

STAGES.

NOTE:

BOTTOM OF FOOTING TO BE

10" BELOW BOTTOM O.D.

OF LOWEST PIPE

MANHOLES MAY BE CONSTRUCTED OF BRICK, CONCRETE, CONCRETE BLOCK, OR PRECAST CONCRETE.

IN A BRICK, CONCRETE, OR CONCRETE BLOCK MANHOLE, THE INVERT SHALL BE CONSTRUCTED IN TWO STAGES.

AS AN ALTERNATIVE, COPOLMYER POLYPROPYLENE PLASTIC LADDER RUNGS MY BE FURNISHED IN PRECAST

MANHOLES AND INLETS.

3" x�" x�" HIGH

NON-SKID LUGS

WHEN THE DEPTH OF A MANHOLE EXCEEDS 10 FEET AS MEASURED FROM TOP OF COVER TO INVERT, THE WALLS OF BRICK, CONCRETE, OR CONCRETE BLOCK BELOW A DEPTH OF 8 FEET SHALL BE 12 INCHES

THICK. THE OVERALL HORIZONTAL DIMENSIONS SHALL BE INCREASED 12 INCHES AND THE DEPTH OF THE

FOUNDATION INCREASED TO 12 INCHES. WHEN ROCK IS ENCOUNTERED THE HORIZONTAL DIMENSION AND

DEPTH OF THE FOUNDATION SHALL NOT BE INCREASED. THE THICKNESS OF PRECAST CONCRETE MANHOLE

WALLS DOES NOT HAVE TO BE INCREASED IF THE DEPTH OF THE MANHOLE EXCEEDS 10 FEET.

CASTINGS OF PRECAST MANHOLES SHALL BE ADJUSTED TO GRADE WITH COURSES OF BRICK OR

CONCRETE BLOCK, AS REQUIRED, 12 INCHES MAXIMUM.

AS AN ALTERNATE TO THE STANDARD MANHOLE FRAME AND COVER, A 39 INCH DIAMETER FRAME WITH

4 INCH FLANGE MAY BE FURNISHED WITH ALL OTHER DIMENSIONS AND WEIGHTS REMAINING THE SAME.

DEPTH OF INVERT TO BE 0.80 OF

THE DIAMETER OF THE MAIN SEWER

THROUGH THE MANHOLE (TYP)

T

Y P

T

PX

O H

A

-S

EP

-2

:3

\\N jd ot pr jw s\ v8 sy st em \N

JD

O

TW

S\

Pr oj ec ts

\N

JD

O

TE

.0

0:

1.

ID

d a t e p e n t a b l e s c a le file=

NOTE:

CD-602-8.1

CD-602-8

CD-602-8.2

CD-602-8.3

SEE GENERAL NOTE 10, CD-602-1.6

LADDER

RUNGS

SEE DETAIL

CD-602-1.3 &

CD-602-1.5

COARSE AGGREGATE #57

IF FOOTING IS PRECAST

146B D

C D

-0 -O

R

IG

IN

A

L S

H E

PIPE W

ALL

M.H. W

ALL

AA

"O" RING RUBBER

GASKET

EXTERIOR

WALL

STANDARD MANHOLE

FRAME AND COVER

CLASS B CONCRETE

CAST IN PLACE

PRECAST REINFORCED

CONCRETE BASE

B

B

4’-0"

STANDARD MANHOLE

FRAME AND COVER

CLASS B CONCRETE

CAST IN PLACE

PRECAST REINFORCED

CONCRETE BASE

TRANSITION SECTION

B

B

4’-0"

N.T.S.

3 FOOT PRECAST REINF. CONC.

MANHOLE CONICAL TOP

5’-0" OR 6’-0"

30"

30"

30"

30"

OPENING

5"5"

5"5"

10"

2" (TYP.)

2" (TYP.)

6" 6"

3" MINIMUM

3" MINIMUM

3"

7"

6"

6"6"

6" MINIMUM

6"6"

6"

1"

52�"

52�"

58"

6"

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1" NON-SHRIN

K

GROUT

PRECAST MANHOLES

PLAN

MANHOLES

PRECAST CONCRETE

MANHOLES 5’ DIAMETER, MANHOLES 6’ DIAMETER

PRECAST CONCRETE

SECTION A-A

SECTION B-B

3 FOOT PRECAST REINF. CONC.

MANHOLE CONICAL TOP

PRECAST REINF. CONCRETE

MANHOLE RISERS - 1 FOOT,

2 FEET, 3 FEET, OR 4 FEET

LENGTHS AS REQUIRED

PRECAST REINF. CONCRETE

MANHOLE RISERS - 1 FOOT,

2 FEET, 3 FEET, OR 4 FEET

LENGTHS AS REQUIRED

48" PRECAST REINFORCED CONCRETE MANHOLE FLAT TOP

NOTE:

USE IN LIEU OF CONICAL SECTION WHEN

HEIGHT OF MANHOLE IS LESS THAN 4 FEET

GROOVE FOR "O" RING

RUBBER GASKET12" (TYP.)

PRECAST MANHOLE RISER JOINT

12" (TYP.)

4"

4"

5"

2�" (TYP.)

2�" (TYP.)

3"

T

PX

O H

A

-S

EP

-2

:3

\\N jd ot pr jw s\ v8 sy st em \N

JD

O

TW

S\

Pr oj ec ts

\N

JD

O

TE

.0

0:

1.

ID

d a t e p e n t a b l e s c a le file=

CD-602-9

CD-602-9.1

CD-602-9.2

CD-602-9.3

SEE NOTE #4 (CD-602-8.3)

SEE NOTE 4

(CD-602-8.3)

SEE PRECAST MANHOLE

RISER JOINT

(CD-602-9.3)

SEE PRECAST MANHOLE

RISER JOINT (CD-602-9.3)

COARSE AGGREGATE #57

REINFORCEMENT STEEL

AS PER ASTM C478

COARSE AGGREGATE #57

PRECAST REINFORCED CONCRETE MANHOLE

SECTIONS SHALL CONFORM TO ASTM C478

REINFORCEMENT STEEL

AS PER ASTM C478

146B D

C D

-0 -O

R

IG

IN

A

L S

H E

N.T.S.

VARIABLE

2% MAX.

CURB RAMP

SECTION A-A

NOTE:

CURB TO BE FLUSH WITH

ROADWAY PAVEMENT

CURB RAMPS

H=CURB HEIGHT

12H:1V MAX.

CURB RAMP OPENING TO BE FLUSH WITH ROADWAY

PAVEMENT (CURB RAMP TYPES 5 & 6).

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

1'-6" 1'-6"

WIDTH

CD-606-1.1

SECTION THROUGH CURB RAMPS 1 THROUGH 4

VARIABLE

CURB RAMP

12H:1V MAX.

2% MAX.

SECTION THROUGH CURB RAMPS 5 AND 6

CD-606-1

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

4' MINIMUM SIDEWALK

TURNING SPACE WIDTH

CONCRETE SIDEWALK

(PUBLIC SIDEWALK CURB RAMP)

SEE NOTE 4

W

A

A

B

B

CURB RAMP TYPE 5

4' MIN. 4' MIN.

12H:1V MAX.

12H:1V MAX.

W

CURB

RAMPS

SEE NOTE 4

W W

A

A

B

B

4' MIN. 4' MIN.

M

IN

CURB RAMP TYPE 6

CURB

RAMPS

12H:1V MAX.

12H:1V MAX.

H

:1 V

M A

X

W

H :1

V

M A

X

H =C

U R

B H

E

IG

H T

G U

T T

E R

L

IN

E 1'-6

7'

1'-6

W

12H :1

V

X

12H :1V

X

W

C O

N C

R

ETE

SID

EW

A

LK

TURNING SPACE

CURB RAMP

TURNING

SPACE

TURNING SPACE

H

:1 V

M A

X

. TURNING SPACE

ALIGNED OFFSET

ALIGNED OFFSET

1.

8.

9.

FOR CURB RAMP TYPES 5 AND 6, IF A GRASS BUFFER DOES NOT EXIST, SLOPE CURB TO EQUAL

SLOPE OF ADJACENT CURB RAMP.

CROSSWALKS AND STOP LINES MAY BE MARKED OR UNMARKED. SEE PLANS.

NOTES:

WHERE THE DISTANCE FROM THE GUTTER LINE TO THE OUTSIDE EDGE OF SIDEWALK IS 6 FEET OR

LESS, USE CURB RAMP TYPE 7, INSTEAD OF CURB RAMP TYPE 1 THROUGH 4.

THE 12H:1V MAX SLOPE IS THE RUNNING SLOPE FOR CURB RAMPS, BUT ONLY THE 12H:1V SLOPE

MEASURED AS X IS THE RUNNING SLOPE FOR TYPE 3 AND TYPE 4 CURB RAMPS. ENSURE THE

RUNNING SLOPE OF CURB RAMPS DOES NOT REQUIRE ITS LENGTH TO EXCEED 15 FEET. THE

RUNNING SLOPE MAY EXCEED THE 12H:1V MAX SLOPE SO AS NOT TO EXCEED THE 15 FEET

MAXIMUM LENGTH.

X

X

L 1

G U

TTER

L

IN

E

2% 4' M

IN

CURB RAMP

CURB RAMP TYPE 1

M A

X

C O

N C

R

ETE

SID

EW

A

LK

W W

2% 4' M

IN

CURB RAMP TYPE 2

7'

(GRASS BUFFER STRIP)

M A

X

G U

TTER

L

IN

E

C O

N C

R

ETE

SID

EW

A

LK

CURB RAMP TYPE 3

L

L 1

X

X

X

X

Y

CO

N

CRETE

SID

EW

A

LK

G U

TTER

L

IN

E

7'

W

Y

CO

N

CRETE

SID

EW

A

LK

CU

RB

RA

M

P

G U

TTER

L

IN

E

CURB RAMP TYPE 7

X 1

4' M

IN

X 1

L 1

C

C

CONCRETE HEADER WHERE

S

H

O

W

N

O

N

P

L

A

N

S

2% MAX.

CONCRETE HEADER OR

H =C

U R

B H

EIG

H

T

H =C

U R

B H

EIG

H

T

H =C

U R

B H

EIG

H

T

10H:1V

M

AX.

M A

X

12H :1V

12H:1VM

A

X

10H:1V

MAX.

10H :1

V

M A

X

A

PPR

O A

C H

SD

W

K . T

R A

N S.

A

PPR

O A

C H

SD

W

K . T

RA

N

S.

A

PPR

O A

C H

SD

W

K . T

R A

N S.

A

PPRO

A

CH

SD

W

K . T

R A

N S.

1'-6

1'-6 " 1'-6

1'-6

REGRADE AT 6H:1V

CURB RAMP TYPE 4

CURB RAMP

12H:1V

M

AX.

12H:1 V

M A

X

2% M

A X

4' M

IN.

W

2L

2X

2X

12H :1

V

M A

X

2% M

A X

12H:1V

M

AX.

12H:1V

M

AX.

12H:1 V

M A

X

2% M

A X

A

PPR

O A

C H

SD

W

K . T

R A

N S.

G U

TTER

L

IN

E

H =C

U R

B H

EIG

H

T

A

PPR

O A

C H

SD

W

K . T

R A

N S.

W

4'

C U

R B

R A

M P

10H :1

V

M A

X

H =C

U R

B H

EIG

H

T

6" MIN.

(LIMITED ROW)

4'M

IN

TURNING SPACE

TU

R

N

IN

G

SPA

C E

TU

R

N

IN

G

SPA

C E

TURNING SPACE

CURB RAMP

TURNING

SPACE

(TURNING SPACE REQUIRED) (GRASS BUFFER STRIP WITH

TURNING SPACE REQUIRED)

SECTION C-C

4"

O

R

ROADWAY

PROPOSED CURB

WIDTH THE SAME

AS APPROACH CURB

•" PREFORMED EXPANSION JOINT FILLER

HOT POURED RUBBER-ASPHALT JOINT SEALER

DROPPED CURB AND CRADLE

CONCRETE CURB RAMP, 4" THICK

CONCRETE CRADLE 4" WIDE (MONOLITHIC

WITH CURB)

4.

5.

6.

7.

4' M

IN

4' M

IN

2% MAX. 2% MAX.

2% M

A X

4' M

IN

2% MAX.

2% MAX.

4' M

IN

4' M

IN

2% M

A X

C O

N C

R

ETE

SID

EW

A

LK

G U

T T

E R

L

IN

E

H C

U R

B H

E

IG

H T

2% MAX.

CURB RAMP

1'-6

7' 4' M

IN

1'-6

2%

M A

X

4' M

IN

W 12H

:1V

AX.

4' M

IN

SIDEWALK AND CURB RAMP WITHIN AREA ENCLOSED BY HEAVY LINES INDICATES THE PAY LIMIT FOR

CONCRETE SIDEWALK OF THE APPROPRIATE ADJACENT THICKNESS.

CURB AND HEADER WITHIN AREA ENCLOSED BY HEAVY LINES INDICATES THE PAY LIMIT FOR VERTICAL

CURB OR SLOPING CURB OF THE APPROPRIATE ADJACENT SIZE AND KIND.

3.

10.

SEE NOTE 10

SEE NOTE 10 SEE NOTE 10

SEE NOTE 10

(SEE NOTE 7 & NOTE 10)

4' M

IN

2. FOR DIMENSIONS SEE CD-606-3 AND CD-606-4

4'M

IN

CURB RAMP

CURB

RAMP

WIDTH

H=CURB HEIGHT1'-6"

CURB

RAMPVARIABLE

10H:1V MAX.

SECTION B-B

KEEP TURNING SPACE, APPROACH SIDEWALK TRANSITIONS, AND CURB RAMP CLEAR OF OBSTRUCTIONS

THAT PROTRUDE ABOVE THE SURFACE.

CURB (DROPPED CURB) GUTTERLINE TO BE FLUSH WITH ROADWAY PAVEMENT THE ENTIRE WIDTH OF

THE RAMP (4 FEET MIN.) AT ALL CURB RAMPS.

VARIABLE LANDING OR

TURNING SPACE

LANDING

LANDING

CURB RAMP TYPE 1 THROUGH 7 ARE NORMALLY PLACED ON THE RADIUS RETURN AT THE INTERSECTION

AND ON A TANGENT SECTION AS DRAWN.

N.T.S.

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

LEGEND

U = UPPER SIDE OF GUTTER LINE PROFILE

L = LOWER SIDE OF GUTTER LINE PROFILE

FOR THE OTHER ABBREVIATIONS - REFER TO CD-606-1

* TYPE 3 RAMP IS NOT APPLICABLE, USE TYPE 1

** TYPE 4 RAMP IS NOT APPLICABLE, USE TYPE 2

CONCRETE SIDEWALK

(PUBLIC SIDEWALK CURB RAMP TABLES)

1.

3. THE 12H:1V MAX SLOPE IS THE RUNNING SLOPE FOR CURB RAMPS, BUT ONLY THE 12H:1V SLOPE

MEASURED AS X IS THE RUNNING SLOPE FOR TYPE 3 AND TYPE 4 CURB RAMPS. ENSURE THE

RUNNING SLOPE OF CURB RAMPS DOES NOT REQUIRE ITS LENGTH TO EXCEED 15 FEET. THE

RUNNING SLOPE MAY EXCEED THE 12H:1V MAX SLOPE SO AS NOT TO EXCEED THE 15 FEET

MAXIMUM LENGTH. THE TABLES ALREADY APPLY THE 15 FEET RULE FOR THOSE CALCULATED

LENGTHS WHICH EXCEED 15 FEET.

2.

FOR CURB RAMP TYPES, SEE CD-606-1.

THE ABOVE TABLES ARE BASED ON THE SPECIFIC GUTTER PROFILE REFERENCED.

THEY DO NOT TAKE INTO ACCOUNT VARIATIONS IN THE GUTTER PROFILE. THE ABOVE TABLES

TO BE USED BY THE DESIGNERS AND CONTRACTORS TO GET APPROXIMATE DIMENSIONS OF

THE CURB RAMP AT EACH LOCATION. FINAL DIMENSIONS WILL BE DETERMINED BY ACTUAL

MEASUREMENTS IN THE FIELD DURING CONSTRUCTION.

CD-606-3

CD-606-3.1 164

4. DIMENSIONS SHOWN IN TABLES ARE FOR 3 INCH TO 9 INCH CURB HEIGHTS. WHERE THE CURB

HEIGHTS ARE OTHER THAN WHAT IS PROVIDED IN THE TABLES, THE DIMENSIONS OF THE RAMPS

WILL HAVE TO BE CALCULATED BASED ON CROSS SLOPES SHOWN.

NOTES:

N.T.S.

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

LEGEND

U = UPPER SIDE OF GUTTER LINE PROFILE

L = LOWER SIDE OF GUTTER LINE PROFILE

FOR THE OTHER ABBREVIATIONS - REFER TO CD-606-1

* TYPE 3 RAMP IS NOT APPLICABLE, USE TYPE 1

** TYPE 4 RAMP IS NOT APPLICABLE, USE TYPE 2

CONCRETE SIDEWALK

(PUBLIC SIDEWALK CURB RAMP TABLES)

CD-606-4

CD-606-4.1 164

1.

NOTES:

3. THE 12H:1V MAX SLOPE IS THE RUNNING SLOPE FOR CURB RAMPS, BUT ONLY THE 12H:1V SLOPE

MEASURED AS X IS THE RUNNING SLOPE FOR TYPE 3 AND TYPE 4 CURB RAMPS. ENSURE THE

RUNNING SLOPE OF CURB RAMPS DOES NOT REQUIRE ITS LENGTH TO EXCEED 15 FEET. THE

RUNNING SLOPE MAY EXCEED THE 12H:1V MAX SLOPE SO AS NOT TO EXCEED THE 15 FEET

MAXIMUM LENGTH. THE TABLES ALREADY APPLY THE 15 FEET RULE FOR THOSE CALCULATED

LENGTHS WHICH EXCEED 15 FEET.

2.

FOR CURB RAMP TYPES, SEE CD-606-1.

THE ABOVE TABLES ARE BASED ON THE SPECIFIC GUTTER PROFILE REFERENCED.

THEY DO NOT TAKE INTO ACCOUNT VARIATIONS IN THE GUTTER PROFILE. THE ABOVE TABLES

TO BE USED BY THE DESIGNERS AND CONTRACTORS TO GET APPROXIMATE DIMENSIONS OF

THE CURB RAMP AT EACH LOCATION. FINAL DIMENSIONS WILL BE DETERMINED BY ACTUAL

MEASUREMENTS IN THE FIELD DURING CONSTRUCTION.

4. DIMENSIONS SHOWN IN TABLES ARE FOR 3 INCH TO 9 INCH CURB HEIGHTS. WHERE THE CURB

HEIGHTS ARE OTHER THAN WHAT IS PROVIDED IN THE TABLES, THE DIMENSIONS OF THE RAMPS

WILL HAVE TO BE CALCULATED BASED ON CROSS SLOPES SHOWN.

N.T.S.

4'-0"

TRAFFIC CONTROL DEVICES

NOTES:

BREAKAWAY BARRICADES

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

1.

2.

3.

4.

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

M

IN

TYPE III BARRICADE - FRONT VIEW

45^

NON-REFLECTORIZED SPACE (ORANGE)

2" MAX. NON-REFLECTORIZED SPACE

(ORANGE) ( TYP.)

18" MIN. DIA.

DRUMS

A

P P

R O

X

BASE DIA. MAY BE LARGER THAN TOP DIA.

TRAFFIC CONES

PLASTIC OR RUBBER,

MIN. WEIGHT 7 LBS.

BASE

14" MIN.

7•" MIN. O.D.

M

IN

. 2" SPACE

3" TO 4" SPACE

FOR HANDLING.

1ƒ" MIN. O.D.

BASES MAY BE OF BREAKAWAY

BALLASTED TYPE.

NOTES:

6" SILVER (WHITE)

RETROREFLECTIVE

SHEETING, ASTM D-4956 TYPE III

4" SILVER (WHITE)

RETROREFLECTIVE

SHEETING, ASTM D-4956 TYPE III

6" MIN. REFLECTORIZED STRIPES

FLOURESCENT ORANGE

CD-159-1

CD-159-1.3

CD-159-1.1

CD-159-1.2

6" MIN. REFLECTORIZED

STRIPES WHITE

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

TRAFFIC CONES MUST BE

PREDOMINATELY ORANGE

IN COLOR.

MINOR MANUFACTURER'S VARIATIONS

MAY BE ACCEPTABLE UPON APPROVAL

OF THE RE.

WHEN BALLAST IS REQUIRED BY THE RE, USE SAND. THE MAXIMUM WEIGHT

OF THE BALLAST IS 50 LBS. AND IS TO BE LOCATED APPROXIMATELY AT GROUND LEVEL.

ALTERNATE TYPES OF BALLAST MUST BE APPROVED BY THE RE.

ENSURE ORANGE AND SILVER (WHITE) STRIPES TO BE RETROREFLECTIVE

SHEETING, ASTM D4956 TYPE III. ALTERNATE ORANGE AND SILVER

(WHITE) STRIPES 6" WIDE SLOPING DOWNWARD AT AN ANGLE OF

45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS.

M

IN

T

O

M

A X

IF NECESSARY, FABRICATE THE BALLAST AND PLACE

ACCORDING TO THE MANUFACTURER'S RECOMMENDATION.

ENSURE THE 8" MIN. x 48", TO 12" MAX. x 48" BARRICADE RAILS TO BE

ATTACHED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION.

ENSURE THE TOP OF THE DRUM IS NOT OPEN. CONSTRUCT DRUMS TO INHIBIT ROLLING

IF KNOCKED OVER.

THE FRAMING, RAILS, AND BALLAST FOR BREAKAWAY BARRICADE TO BE

NCHRP-350 CRASHED TESTED AND FHWA APPROVED.

ENSURE DRUMS ARE MADE OF ORANGE PLASTIC WITH A MINIMUM OF FOUR ALTERNATE FLUORESCENT

ORANGE AND WHITE RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED SPACES

BETWEEN THE STRIPES, THEY ARE TO BE NO MORE THAN 2" WIDE. ENSURE RETROREFLECTIVE

SHEETING FOR STRIPES CONFORMS WITH ASTM D4956 TYPE VII OR VIII WITH S2 REQUIREMENTS.

ENSURE THE REFLECTORIZED AREA OF DRUMS IS ROUND EXCEPT OTHER SHAPES, WHICH

PROVIDE THE SAME VISIBILITY AS AN 18 INCH DIAMETER ROUND DRUM REGARDLESS OF

ORIENTATION, MAY BE USED.

6 7 8

6 7 8 9 10

FLASHING MESSAGES TO LIGHT AS FOLLOWS

EPOXY CEMENT

N.T.S.

EDGE OF PAVEMENT

(TYP.)

LANE

TEMPORARY PAVEMENT

MARKERS (WHITE)

TEMPORARY PAVEMENT

MARKERS (YELLOW)

TEMPORARY PAVEMENT

MARKERS (WHITE)

8'

4'

6"

MAX.

NOTES:

TEMPORARY PAVEMENT MARKERS

4' x 8' BOARD

2' x 4' BOARD

NEW JERSEY DEPARTMENT OF TRANSPORTATION

2"

MAX.

SLOW

NON-REFLECTIVE BLACK

HANDLE

BLACK MESSAGE AND

BORDER ON ORANGE

BACKGROUND.

WHITE MESSAGE AND

BORDER ON RED

BACKGROUND.

STOP VIEW SLOW VIEW

3'-0" 30'-0"

TYPICAL LANE

TYPICAL LANE

1.

2.

NOTE:

5'-0"

STOP / SLOW PADDLE

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

R 1 - 1

24"x 24", 8" C LETTERS

24"x 24", 8" B LETTERS

NOTE:

3" COMPLETE WRAP AROUND SILVER

(WHITE) RETROREFLECTIVE SHEETING,

ASTM D 4956 TYPE VII OR VIII, WHEN

POSTS ARE USED FROM DUSK TO DAWN.

6"

CD-159-2.1

CD-159-2.2

CD-159-2

CD-159-2.5

CD-159-2.3

TRAFFIC CONTROL DEVICES

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

CHANNELIZING GUIDE POSTS

CONSTRUCTION DETAILS

CD-159-2.6

TEMPORARY TRAFFIC STRIPES AND MARKINGS

NOTES:

1.

2.

3.

4.

5.

6.

7.

BASE TO BE SEPARATE FROM POST

CHANNELIZING GUIDE POSTS TO BE

PREDOMINATELY ORANGE IN COLOR.

REMOVE BASE FROM THE PAVEMENT

WHEN THE POST IS NO LONGER

NEEDED.

MINOR MANUFACTURER'S VARIATIONS MAY BE

ACCEPTABLE UPON APPROVAL OF THE RE.

WHEN TEMPORARY PAVEMENT MARKERS ARE TO SIMULATE LANE LINES ON

SHARP CURVES OR IN TRANSITIONS TO EITHER REDUCE THE NUMBER OF

LANES OR TO SHIFT TRAFFIC LATERALLY, SPACE THE TEMPORARY

PAVEMENT MARKERS 5 FEET APART CONTINUOUSLY THROUGH

THE CURVE OR TRANSITION AREA.

FLEXIBLE POLYETHELENE, POLYURETHANE,

OR POLYVINYL POST MUST BE CAPABLE

OF BENDING AND SPRINGING BACK INTO

POSITION AFTER BEING HIT BY AN

AVERAGE PASSENGER VEHICLE.

UNLESS OTHERWISE SHOWN ON THE PLANS, APPLY TEMPORARY TRAFFIC STRIPES

AND MARKINGS AT THE LOCATIONS OF THE FINAL STRIPING AS PER THE FOLLOWING:

DENSE GRADED AGGREGATE BASE COURSE

TEMPORARY SIDEWALK

CD-159-2.4

DO NOT USE TEMPORARY PAVEMENT MARKERS TO DELINEATE

RIGHT EDGE LINES.

RIGHT ARROW 3, 6, 7, 8, 9, 11, 12, 13, 14, & 15

LEFT ARROW 1, 2, 3, 4, 5, 7, 8, 9, 10, & 13

DOUBLE ARROW 1, 2, 3, 4, 5, 7, 8, 9, 11, 12, 13, 14, & 15

CAUTION MODE 1, 5, 11, & 15

RIGHT ARROW 3, 6, 7, 9, 10, 11, 12, & 13

LEFT ARROW 1, 2, 3, 4, 5, 7, 8, & 11

DOUBLE ARROW 1, 2, 3, 4, 5, 7, 9, 10, 11, 12, & 13

CAUTION MODE 1, 5, 9, & 13

SIGN FACES TO BE

RETROREFLECTIVE

SHEETING, ASTM D4956 TYPE III.

DURATION - TEMPORARY PAVEMENT MARKINGS ARE NOT TO REMAIN IN PLACE FOR

MORE THAN 14 DAYS AFTER THE CONSTRUCTION OF THE FINAL PAVEMENT SURFACE ON

NEW ROADWAYS OR OVER EXISTING PAVEMENTS. ANY EXTENSION OF THE DURATION

FOR TEMPORARY STRIPES BEYOND 14 DAYS TO BE APPROVED BY THE REGIONAL

TRAFFIC ENGINEER - WORK ZONE.

WIDTH - ALL LONGITUDINAL LINES (CENTER LINES, SHOULDER LINES, AND SKIPS)

TO BE 4 OR 6 INCHES IN WIDTH TO FOLLOW THE EXISTING PRE-CONSTRUCTION MARKING.

SKIP LINES - PLACE SKIP LINES USING THE SAME CYCLE LENGTH AS PERMANENT

MARKINGS (DISTANCE FROM START OF SKIP TO START OF SKIP, TYPICALLY

40 FOOT), AND MAY HAVE SKIPS HAVING 2 FOOT LENGTHS.

STOP LINES - STOP LINES TO BE PLACED OR RESTORED.

GORE AREAS - GORE AREAS TO HAVE EDGE LINES, BUT DO NOT REQUIRE CROSS HATCHING.

TURN ARROWS - WHEN TEMPORARY MARKINGS WILL BE IN PLACE MORE THAN 7 DAYS,

PLACE AT LEAST ONE INDICATION OF TURN ARROWS.

CROSSWALKS - PLACE CROSSWALKS AT SIGNALIZED INTERSECTIONS,

ONLY IF THEY PRE-EXISTED THE CONSTRUCTION.

ILLUMINATED FLASHING ARROWS,

____' x ____'

STOP

TYP.

TYP.

YY

X X

X X

N.T.S.

6B2

4B1

6B3

6B2

4B1

6B3

4B4

1'-7"

1'-6"

1'-3"

TYP.

TYP.

REINFORCEMENT

NOT SHOWN

1'-7"

1'-3"

TYP.

1'-6"

TYP.

A

A

6B5

6B4

C

B

AA

A

B

STIRRUPS (TYPICAL)

4B1 4B5

4B1

4B5

2'-7"

6B4 & 6B5

6B3

6B2

6B3

4B1

6B3

6B3

6B2

4B1

6B2

6B5

4B1

6B4

6B3

6B5

4B1

6B4

6B2

6B3D D

NOMINAL LENGTH

6B2

6B3

6B2

6B3

2'-0"

4•"

Š3

2"

R=ƒ"

Š

Š

Š

1"x•" STIFF.

8"6"

3"

1"

1"

4"

1"

2"

Š

4•"

1"

2" 2"

6" 7"7"

8"8"8"

2"

{ 1‚" DIA. HOLE

C L

R

1" DIA.

ƒ ƒ

2"

4"

4"

5ƒ" 5ƒ" 5•"

1"

5"

2'-7"3"

6"

6"

4"

2"

7"

1'-11ƒ" 9-ANCHOR RECESSES AT 2'-0" `

2'

1'-11ƒ"

D D

SECTION X-XELEVATION SECTION Y-Y

CONNECTION KEY

GENERAL NOTES:

SECTION A-A SECTION D-D

ELEVATION

KEY IN PLACE

ELEVATION

PLAN-ANCHOR RECESS

PLAN

ELEVATION

PLAN

NEW JERSEY DEPARTMENT OF TRANSPORTATION

2"

NOTE A

MARK

4B4

4B5

N.A. 9

NOMINAL LENGTH

OF BARRIER UNIT

"X"

4B5

4B5

4B5

4B5

4B5

4B5

4B4

4B4

4B4

4B4

4B4

4B4

N.A.

N.A.

N.A.

N.A.

N.A.

N.A.

MARK SIZE

NUMBER IN

EACH SECTION

LENGTH TYPE A B C LOCATION

4B1

4B4

4B5

6B2

6B3

6B4

6B5

3'-1"

1'-2"

0'-6"

I

I

II

STR.

STR.

STR.

STR.

LONGITUDINAL (BOTTOM) NORMAL SECTION

TRANSVERSE (TOP) NORMAL SECTION

LONGITUDINAL (TOP) NORMAL SECTION

TRANSVERSE (BOTTOM) NORMAL SECTION

6 STIRRUPS

STIRRUPS

STIRRUPS

4'-11"

4'-11"

5"

15•"

26"

4"

26"

2"

2"

20'

20'

18'

18'

16'

16'

14'

14'

12'

12'

10'

10'

8'

6'-11"

6'-5"

5'-11"

7'-0"

6'-0"

5'-0" 5"

ANCHOR PIN

1.

2.

3.

4.

6"

MIN.

5ƒ" (TYP.)

1•" COV. MIN.

4" x 4" x •" TUBE

2" x ‚" PLATE (TYP.)

4" x 4" x •" TUBE

2" x ‚" PLATE (TYP.)

Š

•" PLATE

4" x 4" x •"

TUBE (TYP.)

4" x 4" x •"

TUBE (TYP.)

1‚" DIA. HOLE FOR

1" DIA. ANCHOR PIN

(ALTERNATE SIDES)

STIRRUPS

(TYPICAL)

8'

FOR ANCHORING IN CONCRETE SLABS,

THE TIP MAY BE OMITTED.

‚" THICK

PLATE (TYP.)

4B4

2†" X 5•" DRAINAGE POCKETS - TWO REQUIRED IN SECTIONS 12 FEET AND GREATER.

ONE REQUIRED IN 8 FOOT AND 10 FOOT SECTIONS.

#13

#13

#13

#19

#19

#19

#19

CONNECTION

KEY

4" x 4" x •"

TUBE

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

DRAINAGE POCKET

2†" x 5•"

SEE NOTE 9

CD-159-4.1

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

CD-159-4

X (SEE NOTE 11)

SEE NOTE 12

SEE NOTE 12

SEE NOTE 12

SEE NOTE 12

FOR INSTALLATION ON BRIDGE DECKS REFER TO BRIDGE PLANS FOR NECESSARY MODIFICATIONS

AS REQUIRED AND GENERAL NOTE 15.

FOR 6B3 & 6B2

REINFORCEMENT STEEL

TABLE OF VARIABLE REINFORCEMENT STEEL

REINFORCEMENT STEEL LIST (EACH BARRIER SECTION)

(a) INTO CONCRETE PAVEMENT 0'-5".

(b) INTO FLEXIBLE PAVEMENT 1'-6"

(c) INTO UNPAVED AREA 2'-6"

TYPE "I"

REINFORCEMENT

STEEL

TYPE "II"

REINFORCEMENT

STEEL

"X" DISTANCE FROM END OF BARRIER TO

4B5 REINFORCEMENT STEEL

1 " R (TYP.)

1 " R (TYP.)

WHEN ANCHOR PINS ARE IN PLACE, THEY WILL NOT PROJECT ABOVE THE PLANE OF THE

CONCRETE SURFACE OF THE BARRIER.

HOLES IN BRIDGE DECKS TO BE 1‚" DIAMETER MAXIMUM AND MADE WITH A CORE DRILL OR

ANY OTHER APPROVED ROTARY DRILLING DEVICE THAT DOES NOT IMPART AN IMPACT FORCE.

REINFORCING SHOWN IS THE MINIMUM REQUIRED. ADDITIONAL REINFORCING NECESSARY FOR HANDLING

IS THE OPTION AND RESPONSIBILITY OF THE CONTRACTOR.

CONCRETE CLEAR COVER FOR REINFORCEMENT STEEL IS 1•" (MIN.).

INSTALLED COVER PLATE FLUSH

WITH THE TOP OF THE BARRIER.

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

USE REINFORCEMENT STEEL ASTM A615, GRADE 60.

USE CONCRETE CLASS B.

USE TUBE STEEL ASTM A500, GRADE B OR C.

PIN ALL END SECTIONS UNLESS OTHERWISE NOTED.

AFTER REMOVAL OF THE BARRIER, FILL THE HOLES IN THE SURFACE ON WHICH THE BARRIER SAT

WHICH WERE USED TO ANCHOR THE SYSTEM. THE ONLY EXCEPTION IS WHEN THE HOLES ARE IN AN

AREA WHICH IS TO BE REMOVED. FILL HOLES IN FLEXIBLE PAVEMENT OR UNPAVED AREAS,

AS DIRECTED. FILL HOLES IN PORTLAND CEMENT CONCRETE PAVEMENTS OR STRUCTURAL DECKS

WITH NON-SHRINK GROUT MATERIAL MEETING THE REQUIREMENTS OF SECTION 903.07, EXCEPT

THAT IN LATEX MODIFIED CONCRETE BRIDGE DECK, USE A COMPATIBLE NON-SHRINK GROUT MATERIAL.

ENSURE THAT THE LENGTH OF THE ANCHOR PIN IS SUCH THAT THE FOLLOWING MINIMUM

EMBEDMENT LENGTH ARE OBTAINED:

A

B

C

CONNECTION

TYPE

CONNECTION KEY AND BARRIER END SECTIONS

FULLY PINNED*

*FULLY PINNED - PINS IN EVERY ANCHOR RECESS ON BOTH SIDES

1‚" DIA. HOLE FOR ANCHOR PIN (TYP.)

ANCHOR PINS ARE NOT REQUIRED IN EVERY UNIT. SEE TABLE OF JOINT AND ANCHORAGE TREATMENTS.

CONSTRUCTION BARRIER CURB CONNECTION DETAILS

{ CONSTRUCTION

BARRIER CURB

{ CONSTRUCTION

BARRIER CURB

THE CONSTRUCTION BARRIER CURB TO BE CAST IN STEEL FORMS.

THE CONSTRUCTION BARRIER CURB IS IN UNITS OF 20 FEET, HOWEVER, OTHER LENGTHS MAY BE USED

TO MEET FIELD CONDITIONS. THE NUMBER AND PLACEMENT OF THE 4B4 AND 4B5 REINFORCEMENT STEEL

WILL VARY WITH THE LENGTH OF THE BARRIER UNIT AS SHOWN ON THE TABLE OF VARIABLE

REINFORCEMENT STEEL. THE 6B2 AND 6B3 REINFORCEMENT STEEL TO BE 10 INCHES SHORTER THAN THE

NOMINAL LENGTH OF THE BARRIER UNITS.

THE APPROACH END OF THE CONSTRUCTION BARRIER CURB TO BE FLARED AWAY FROM TRAFFIC

AT A RATE OF 8:1. ON CURVED ROADWAYS, AVOID KINKS IN THE BARRIER ALIGNMENT.

CONSTRUCTION BARRIER CURB

(ALTERNATE A)

TABLE OF JOINT AND ANCHORAGE TREATMENTS

FOR CONSTRUCTION BARRIER CURB

CONSTRUCTION BARRIER CURB

SEE NOTE A

ANCHOR RECESS

{ 1‚" DIA. HOLE (TYP.)

NOTE B

16.

AFTER A BARRIER UNIT HAS BEEN PLACED AND THE CONNECTION KEY INSERTED, REMOVE ANY SLACK

IN THE JOINT BY PULLING THE UNIT IN A DIRECTION PARALLEL TO ITS LONGITUDINAL AXIS.

CONNECTION KEY, CONSTRUCTION SIDE OF ALL SECTIONS

PINNED, AND BARRIER END SECTIONS FULLY PINNED*

USE ANCHOR PINS AND BOLTS, 1 INCH DIA. ASTM A36.

CONNECTION KEY, 6" X 6" BOX BEAM, AND BARRIER

END SECTIONS FULLY PINNED*

STEEL PLATE TO BE ASTM A36, A588, A441, OR A572 GRADE 50.

WELDING AND FABRICATION OF STEEL STRUCTURES TO BE IN ACCORDANCE WITH SECTIONS 1 THROUGH 6

OF THE ANSI / AASHTO / AWS D1.5 BRIDGE WELDING CODE AND SECTION 10 OF THE ANSI / AWS D.1

STRUCTURAL WELDING CODE. ENSURE THAT THE WELDS ARE FREE OF SCALE, SLAG, RUST, MOISTURE, GREASE, OR ANY OTHER MATERIAL THAT WILL PREVENT PROPER WELDING OR PRODUCE OBJECTIONAL FUMES.

WELDING IS TO BE SHIELDED METAL ARC WELDING USING PROPERLY DRIED ’" DIA. E7018 ELECTRODES.

CONSTRUCTION DETAILS

REINFORCEMENT STEEL IS IN METRIC UNITS.

NOTE:

DETAIL

NO. 2

PLAN VIEW

DETAIL NO. 1

PLAN VIEW

DETAIL NO. 2

DETAIL

NO. 1

NO.

EACH SECTION

1.

(S) REPRESENTS A SPECIAL SIZE SIGN.

3.

2.

4.

5.

A

B

C

D

E

F

1500'

1000'

500'

AHEAD

1.

2.

3.

4.

5.

1.

GROOVED

PAVEMENT

BUMP

BRAKE

G I V

E US

A

S l o w Dow n

KEEP

LEFT

KEEP

RIGHT

M P H

ROAD

CLOSED

DETOUR

ONE LANE

ROAD

ROAD CLOSED

TO

THRU TRAFFIC

ROAD

NARROWS

DETOUR

END

LOCAL TRAFFIC ONLY

ROAD CLOSED

ROAD

CLOSED

DO

NOT

PASS

SPEED

LIMIT

DETOUR

DETOUR

DETOUR

ROAD WORK

END

ROAD WORK

ROAD

WORK

CLOSED

GENERAL NOTES:

LETTER DISTANCE

BACKING MATERIAL

TEMPORARY SIGN SUPPORTS

SIGN FACES

FASTENING

NOTE:

G20 - 1 [60" x 24"]

(10 S.F.)

W99 - 2 [48" x 48"]

(16 S.F.)

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

[24" x 24"]

(4 S.F.)

[30" x 30"] (S)

(6.3 S.F.)

[24" x 24"]

[30" x 30"] (S)

(6.3 S.F.)

W20 - 7b [48" x 48"]

(16 S.F.)

W13 - 1 [18" x 18"]

(2.3 S.F.)

W13 - 1 (S) [24" x 24"]

W20 - 7a [48" x 48"]

(16 S.F.)

W20 - 1A [48" x 48"]

(16 S.F.)

W21 - 5 (S) [48" x 48"]

(16 S.F.)

STREET NAME SIGN TO BE

USED IN CONJUNCTION WITH

M4 - 9 SIGNS BLACK ON ORANGE

W20 - 2 [48" x 48"]

(16 S.F.)

W20 - 3 [48" x 48"]

(16 S.F.)

W20 - 4 [48" x 48"]

(16 S.F.)

THE BORDER, THE WORDS "GIVE US A", "SLOW

DOWN!", AND THE BRAKE PEDAL ARE BLACK;

LEAVING THE WORD "BRAKE" ORANGE.

W8 - 1 (S) [48" x 48"]

(16 S.F.)

G20 - 2A [48" x 24"]

(8 S.F.)

M4 - 8a [24" x 18"]

(3 S.F.)

M4 - 11 (S) [48" x 36"]

(12 S.F.)

R11 - 4 [60" x 30"]

(12.5 S.F.)

(L OR R)

W1 - 4a [48" x 48"]

(16 S.F.)

M4 - 9 (L or R) (S) [48" x 36"]

(12 S.F.)

M4 - 9 (L or R) XS [48" x 36"]

(12 S.F.)

R4 - 1 [24" x 30"]

(5 S.F.)

(L OR R)

W1- 6 [48" x 24"]

(8 S.F.)

W1 - 6 (S) [60" x 30"]

(12.5 S.F.)

M4 - 9X [30" x 24"]

(5 S.F.)

M4 - 9X (S) [48" x 36"]

(12 S.F.)

R11 - 2 [48" x 30"]

(10 S.F.)

W5 - 1 (S) [48" x 48"]

(16 S.F.)

R11 - 3 [60" x 30"]

(12.5 S.F.)

W6 - 3 [48" x 48"]

(16 S.F.)

M4 - 9L (LEFT) [30" x 24"]

M4 - 9R (RIGHT) [30" x 24"]

(5 S.F.)

M4 - 9LX (LEFT) [30" x 24"]

M4 - 9RX (RIGHT) [30" x 24"]

(5 S.F.)

M4 - 10L (LEFT) [48" x 18"]

M4 - 10R (RIGHT) [48" x 18"]

(6 S.F.)

(L OR R) (CENTER)

W20 - 5 [48" x 48"]

(16 S.F.)

SINGLE POST = 4" x 6"

TWO POSTS = 3" x 6" OR 4" x 5"

M4 - 9N [30" x 12" MIN.]

(2.5 S.F.)

(SIZE WILL VARY WITH LENGTH OF

STREET NAME)

GROOVED

PAVEMENT

AHEAD

BE

PREPARED

TO STOP

N.T.S.

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

SHOULDER

WORK

NEXT _____

__MILES AHEAD

___LANE

___MILE

___MILES AHEAD

CD-159-6.1

CD-159-6

R2 - 1 [36" x 48"]

(12 S.F.)

R2 - 1 (S) [48" x 60"]

(20 S.F.)

A. 0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS

SHOWN MOUNTED ON BREAKAWAY BARRICADES.

B. 0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN

MOUNTED ON BREAKAWAY BARRICADES.

(L OR R)

W4 - 2 [48" x 48"]

(16 S.F.)

W8 - 11a [48" x 48"]

(16 S.F.)

W8 - 15F [48" x 48"]

(16 S.F.)

W8 - 15 [48" x 48"]

(16 S.F.)

W8 - 15P [36" x 30"]

(7.5 S.F.)

6.

LETTERS AND NUMERALS TO CONFORM TO THE CURRENT MANUAL,

"STANDARD ALPHABETS FOR HIGHWAY SIGNS" U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.

THREE POSTS = 3" x 5" OR 4" x 4"

4" X 6" WOOD POSTS TO BE MODIFIED BY DRILLING 1•

INCH DIAMETER HOLES 4 INCHES AND 18 INCHES ABOVE THE

GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.

WOOD POSTS TO HAVE A UNIFORM CROSS-SECTION AND

NOT TO EXCEED THE FOLLOWING DIMENSIONS FOR:

NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS

MOUNTED ON WOOD SUPPORTS TO BE 7 FOOT MINIMUM. EMBEDMENT

DEPTH FOR THE WOOD POST NOT TO EXCEED 3.5 FEET.

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

OBTAIN RE'S APPROVAL FOR THE DISTANCE TO BE USED

ON THE ADVANCE WARNING SIGNS AND FOR THE SPEED LIMIT

TO BE USED ON THE R2-1 SIGN.

USE STEEL POSTS IN ACCORDANCE WITH THE STANDARD

DETAIL FOR U-POST SIGN SUPPORT.

USE WOOD POST ONLY ON TEMPORARY SIGN SUPPORT.

USE SIGN FACES OF ASTM D4956 TYPE VII OR VIII FLUORESCENT

ORANGE SHEETING.

TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA TO

BE SHIELDED BY A LONGITUDINAL BARRIER OR CRASH CUSHIONS.

USE WELL SEASONED LUMBER FOR SIGN SUPPORTS, FREE OF SPLITS,

KNOTS AND WARPS, OR OF STEEL COMPONENTS.

CONSTRUCTION SIGNS

DIMENSIONS, COLORS, AND DETAILS OF VARIOUS SIZE SIGNS

AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE

CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND

THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES FOR STREETS AND HIGHWAYS".

DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY A LETTER AND DISTANCE,

ARE THE SIGN PLACEMENTS FOR USE WITH TCD-3 THROUGH TCD-21

AND PROJECT SPECIFIC PLANS. ALL DISTANCES ARE FROM THE

TRANSITION OR POINT OF RESTRICTION.

SECURELY FASTEN ALL SIGNS TO THEIR SUPPORTS WITH BOLTS,

NUTS, AND WASHERS, AS SPECIFIED.

5052-H38 OR 6061-T6 :

1. USE ALUMINUM FLAT SHEET OF ALLOY AND TEMPER

DETOUR

RAMP

NARROWS

TRAFFIC FINES

IN WORK AREA

NOTE:

MESSAGE TO BE BLACK LETTERS

ON WHITE REFLECTIVE BACKGROUND.

DOUBLED

EXIT

TRAFFIC FINES

IN WORK AREA

DOUBLED

W(NJ)100 - 1(L OR R)

48" x 48"

(16 S.F.)

60"

6" C

6" C

D

•" WHITE BORDER

•" BLACK BORDER

5" C

5" C

D

.5

.5

48"

•" WHITE BORDER

•" BLACK BORDER

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

NOTE:

MESSAGE TO BE BLACK LETTERS

ON WHITE REFLECTIVE BACKGROUND.

DOUBLED

E5 - 1 [60" x 48"]

(20 S.F.)

W20 - 4F(M) [48" x 48"]

(16 S.F.)

W20 - 10(G) [48" x 48"]

(16 S.F.)

W50 - 1C [60" x 48"]

(20 S.F.)

SINGLE

LANE

AHEAD

SHOULDER

CLOSED

EXIT

500 FT

ALL EXITING

TRAFFIC

KEEP RIGHT

W5 - 4 [48" x 48"]

(16 S.F.)

R(NJ)5-17 48" x 30"

(10 S.F.)

R(NJ)5-17 60" x 36"

(15 S.F.)

N.T.S.

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

CD-159-7.1

CD-159-7

SPEED

LIMIT

CONSTRUCTION SIGNS

CENTER

LANE

CLOSED

AHEAD

W9 - 3 [48" X 48"]

(16 S.F.)

WORK

ZONE

EMERGENCY

PULL OFF

500'

EMERGENCY

PULL

OFF

6"C

6"C

6"C

6"C

6"C

6"C

60" X 36"

BLACK ON ORANGE

G20 - 5aP

36" x 24"

(6 S.F.)

BLACK ON ORANGE

W3 - 5

48" x 48"

(16 S.F.)

(15 S.F.)

EP2

60" X 36"

(15 S.F.)

BLACK ON ORANGE

1.

2.

A

B

C

D

E

F

1500'

1000'

500'

AHEAD

GENERAL NOTES:

LETTER DISTANCE

BACKING MATERIAL

___MILE

___MILES AHEAD

3.

4.

LETTERS AND NUMERALS TO CONFORM TO THE CURRENT MANUAL,

"STANDARD ALPHABETS FOR HIGHWAY SIGNS" U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION.

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

OBTAIN RE'S APPROVAL FOR THE DISTANCE TO BE USED

ON THE ADVANCE WARNING SIGNS AND FOR THE SPEED LIMIT

TO BE USED ON THE R2-1 SIGN.

TEMPORARY SIGN SUPPORTS

SIGN FACES

FASTENING

SINGLE POST = 4" x 6"

TWO POSTS = 3" x 6" OR 4" x 5"

A. 0.10" THICK FOR ALL CONSTRUCTION SIGNS EXCEPT SIGNS

SHOWN MOUNTED ON BREAKAWAY BARRICADES.

B. 0.024" THICK FOR ALL CONSTRUCTION SIGNS SHOWN

MOUNTED ON BREAKAWAY BARRICADES.

THREE POSTS = 3" x 5" OR 4" x 4"

4" X 6" WOOD POSTS TO BE MODIFIED BY DRILLING 1•

INCH DIAMETER HOLES 4 INCHES AND 18 INCHES ABOVE THE

GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.

WOOD POSTS TO HAVE A UNIFORM CROSS-SECTION AND

NOT TO EXCEED THE FOLLOWING DIMENSIONS FOR:

NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS

MOUNTED ON WOOD SUPPORTS TO BE 7 FOOT MINIMUM. EMBEDMENT

DEPTH FOR THE WOOD POST NOT TO EXCEED 3.5 FEET.

USE WELL SEASONED LUMBER SIGN SUPPORTS, FREE OF SPLITS,

KNOTS AND WARPS, OR OF STEEL COMPONENTS.

USE STEEL POSTS IN ACCORDANCE WITH THE STANDARD

DETAIL FOR U-POST SIGN SUPPORT.

USE WOOD POST ONLY ON TEMPORARY SIGN SUPPORT.

USE SIGN FACES OF ASTM D4956 TYPE VII OR VIII FLUORESCENT

ORANGE SHEETING.

TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA TO

BE SHIELDED BY A LONGITUDINAL BARRIER OR CRASH CUSHIONS.

DIMENSIONS, COLORS, AND DETAILS OF VARIOUS SIZE SIGNS,

AND ACCESSORY PANELS TO FOLLOW STANDARDS IN THE

CURRENT "STANDARD HIGHWAY SIGN PUBLICATION" AND

THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES FOR STREETS AND HIGHWAYS".

DISTANCE LEGEND: SIGN NUMBER FOLLOWED BY A LETTER AND DISTANCE,

ARE THE SIGN PLACEMENTS FOR USE WITH TCD-3 THROUGH TCD-21

AND PROJECT SPECIFIC PLANS. ALL DISTANCES ARE FROM THE

TRANSITION OR POINT OF RESTRICTION.

SECURELY FASTEN ALL SIGNS TO THEIR SUPPORTS WITH BOLTS,

NUTS, AND WASHERS, AS SPECIFIED.

5052-H38 OR 6061-T6:

USE ALUMINUM FLAT SHEET OF ALLOY AND TEMPER

5052-H38 OR 6061-T6:

1.

1.

2.

3.

4.

5.

6.

LOCKWASHER

FIBER WASHER

FIBER WASHER

LOCKWASHER

GROUT

SIGN PANEL

2'-0"

2 POST

16.7% 16.7%

3 POST

S

S

EDGE OF PAVEMENT

VAR.

VAR. VAR.

VAR.

SIGN

{ OF SPLICE

SPLICE

CHANNEL

BOLT, NUT,

AND LOCK

WASHER

N.T.S.

2.5 LB/FT SIGN

POST EXTENSION

20% 60% 20%

33.3% 33.3%

M

IN

. V A

R

CONCRETE

PANEL SIZE

(W x H)

# OF

POSTS

PANEL SIZE

(W x H)

# OF

POSTS

4.0

2.5

BREAKAWAY SIGN SUPPORT

18" x 18"

18" x 24"

24" x 24"

24" x 30"

24" x 36"

30" x 24"

30" x 30"

36" x 12"

30" x 36"

36" x 36"

36" x 48"

45" x 36"

48" x 24"

48" x 36"

60" x 36"

60" x 30"

T R

A F

F I C

F L

O W

BREAKAWAY

STEEL U-POST

BREAKAWAY

STEEL U-POST

BREAKAWAY

STEEL U-POST

BREAKAWAY

STEEL U-POST

STEEL U-POST SIGN

SUPPORTS

SIGN POST EXTENSION

SPLICE DETAILS

STEEL U-POST GRADING DETAILDETAIL OF BRACKET

FOR SIDE MOUNTED SIGNS

STEEL U-POST SPACING

ROCK

INSTALLATION

CONCRETE

INSTALLATION

1" MIN.

2" MAX.

M

IN

B

O L

T S

M I N

M

A X

B

O L

T S

M I N

2"

2"

2"

2"

2'-0"

2"

2"

2'-0"

100'-0" 100'-0" 100'-0"

4" TOLERANCE -•"

8" DIA. SLEEVE

5"

4"

1‚"

…" DIA. HOLE

2"

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

2.5

4.0

4.0

4.0

4.0

POST SIZE

(LB/FT)

48" x 48"

48" x 60"

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

BREAKAWAY

STEEL U-POST

2"

BREAKAWAY

STEEL U-POST

4 LB/FT

SIGN POST

4 LB/FT

SIGN POST

1" MIN.

2" MAX.

M

A X

B E

T W

E E

N

B O

L T

S

4 LB/FT

SIGN POST

EXTENSION

EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST

SIGN SUPPORTS.

TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND

MUST BE A MINIMUM OF 9 FEET FROM THE GROUNDLINE TO CENTER LINE OF SPLICE.

1.

2.

3.

4.

5.

6.

7.

…" DIAMETER

ALUMINUM PIPE

POST SIZE

(LB/ FT)

2'-0" MIN.

GENERAL NOTES:

SIDE MOUNT BRACKET

FRONT MOUNT BRACKET

SIGN PANEL

U-POST SELECTION TABLE

SIGN PANEL

10H:1V

3'

MIN.

48" x 64" x 64"

36" x 36" x 36"

2"

CD-612-4.1

CD-612-4

8.

9.

10.

11.

12.

WHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL

CLEARANCE REQUIREMENTS FOR SIGNS ARE:

FOR SINGLE POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE

PAVEMENT AND THE BOTTOM OF ANY PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE

FROM EDGE OF PAVEMENT TO THE TOP OF ANY SIGN PANEL MUST BE 9 FEET.

FOR MULTI-POST INSTALLATIONS - THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT

AND THE BOTTOM OF A MAIN SIGN PANEL MUST BE 7 FEET.

SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS) - THE MINIMUM DISTANCE BETWEEN

THE EDGE OF PAVEMENT AND THE BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.

WHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM

IS GREATER THAN 4 INCHES, THE MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM

THE GROUND LINE TO THE BOTTOM OF THE SIGN.

THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM

SECTION 2A.19 OF THE MUTCD AS FOLLOWS:

FOR RURAL INSTALLATIONS - 6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT 12

FEET MINIMUM DESIRABLE FROM EDGE OF TRAFFIC OR AUXILIARY LANE.

FOR URBAN INSTALLATIONS - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM

LATERAL OFFSET OF 2 FEET IS DESIRABLE. A MINIMUM OFFSET OF 1 FOOT FROM THE FACE

OF THE CURB MAY BE USED IN AREAS WHERE THE SIDEWALK WIDTH IS LIMITED OR WHERE

EXISTING POLES ARE CLOSE TO THE CURB.

FOR INTERSTATE AND FREEWAY INSTALLATIONS - 6 FEET MINIMUM DESIRABLE FROM EDGE OF

SHOULDER, BUT NOT LESS THAN 12 FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.

FOR RAMP INSTALLATIONS - 6 FEET MINIMUM FROM EDGE OF ROAD.

WHERE BEHIND GUIDE RAIL - 4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO

SIGN POST.

36" x 36"

OR

LARGER

30" x 30"

OR

SMALLER

36" x 36"

OR

LARGER

30" x 30"

OR

SMALLER

36" x 36"

SHIELD

24" x 24"

SHIELD

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

ALL POSTS TO BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION

AS STATED IN THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR

STREETS AND HIGHWAYS" AND AS INDICATED BELOW.

ALL SMALL SIGN SUPPORTS TO BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF

THOSE INSTALLED BEHIND GUIDE RAIL OR OTHER ROADSIDE BARRIER.

ALL STEEL POSTS AND BRACKETS TO BE CUT, BENT, AND HOLES PUNCHED AND DRILLED

BEFORE GALVANIZING. GALVINIZING TO BE ACCORDING TO ASTM A123.

SIGN PANEL SIZES ARE TO DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.

BOLTS ARE NOT TO PROTRUDE MORE THAN ƒ" BEYOND THE NUT WHEN TIGHT, BUT ARE TO

ENGAGE ALL THREADS IN THE NUT.

SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS) - THE BOTTOM OF THE MAIN SIGN

TO BE A MINIMUM OF 8 FEET AND THE SECONDARY SIGN PANEL A MINIMUM OF 5 FEET

ABOVE THE EDGE OF PAVEMENT.

DO NOT PLACE STEEL U-POST SIGN SUPPORTS IN FRONT OF GUIDE RAIL AND THE POSTS

MUST NOT STRADDLE GUIDE RAIL.

ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT

TRAFFIC FLOW. USE A MOUNTING BRACKET ON SIDE MOUNTED SIGNS SUCH

AS "ONE WAY" SIGNS INSTALLED IN MEDIANS.

DO NOT INSTALL PERMANENT SIGN SUPPORTS ON SLOPES GREATER THAN 10H:1V, EXCEPT

WHERE GRADING OF 10H:1V CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE

BEHIND A TRAFFIC BARRIER. THE SLOPE IS TO EXTEND A MINIMUM OF 3 FEET BEYOND

THE OUTSIDE EDGE OF SIGN (SEE GRADING DETAIL FOR SLOPE TREATMENT).

BOLT, NUT, AND LOCK

WASHER (THROUGH 3RD

OR 4TH HOLES FROM

EACH END OF SPLICE

CHANNEL)

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e

4.00

2.50 3.062 1.278 0.669 0.760 0.228 0.313 0.352

1.968 3.500 1.336 0.834 1.187 0.707 0.664

AXX

Y

Y

C

3.

1.

2.

5.

4.

N.T.S.

WASHER

1"

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

FIRST HOLE

FROM THE

TOP END

NOTES:

D

B

"A" "B" "C" "D"

DIMENSIONS (IN) AREA

IN. I(IN. )S(IN. )I(IN. ) S(IN. )

4 3 4 3

Y-Y AXIS

1.516 0.539

0.611 1.161

12"

3"

6"

0.120" NOM.

(11 GAUGE)

1"

D

I A

H

O L

E S

C

T

O C

M

A X

A P

P R

O X

TYPE 1 STEEL U-POST PROPERTIES

TYPE 1 STEEL

U-POST

6.

DIG OUT AROUND BACK OF ANCHOR POST

ASSEMBLY TO ALLOW ROOM FOR TOP POST

TO BE ATTACHED.

TYPE 1

SOIL ANCHOR PLATE

TYPE 1

ANCHOR POST

ASSEMBLY

NOTES:

1.

2.

3.

` 5%

GOVERNING SECTION

WEIGHT

LBS. / FT.

X-X AXIS **

ANCHOR POST ASSEMBLY

SIGN SUPPORTS

NEST TOP POST ASSEMBLY ONTO PROTRUDING

ANCHOR POST ASSEMBLY BOLTS, THROUGH THE

FIRST AND FIFTH HOLES FROM THE BOTTOM OF

THE TOP POST.

FIFTH HOLE FROM THE TOP END

8TH HOLE FROM THE TOP

TYPE 1 SOIL ANCHOR PLATE

TYPE 1 STEEL U-POST

STEEL U-POST SIGN

SUPPORTS

FULLY THREADED GRADE L9 CONNECTOR BOLT

(SEE NOTE 6)

DRIVE ANCHOR POST ASSEMBLY TO WITHIN

APPROXIMATELY 12 INCHES ABOVE GROUND

LEVEL. PLACE BOLT AND WASHER IN FIRST

AND FIFTH HOLES FROM THE TOP END, AND

SECURE BOLTS ONTO SPACER.

SIZE OF CONNECTOR BOLT FOR TYPE 1, Š" x 1•"

SIZE OF CONNECTOR BOLT FOR TYPE 2, Š" x 2"

DRIVE ANCHOR POST ASSEMBLY TO WITHIN A

MAXIMUM OF 4 INCHES ABOVE GROUND LEVEL.

7.

SPACER BAR

SPACER BAR

X

WHEN X IS GREATER THAN 0.75", USE TYPE 1 SPACER BAR

WHEN X IS 0.75" OR LESS, USE TYPE 2 SPACER BAR

.0

.0

2 x 0.326"

DIA. HOLES

0.375"

.2

T Y

P E

.7

T Y

P E

SPACER BAR

SECTION A-A

.5

AA

0.75"

4.

CD-612-5.2

CD-612-5

CD-612-5.1

V A

R

P O

S T

L E

N G

T H

D

I A

H

O L

E S

C

T

O C

TOP POST

U-POST

‹" DIA.

HOLES

B D

C D

-0 -O

R

IG

IN

A

L S

H E

E T

PLACE AND TIGHTEN A SELF-LOCKING FLANGE

NUT ON EACH BOLT. WHEN INSTALLATION IS

COMPLETE, TOP OF GROUND POST NOT TO

EXCEED 4 INCHES ABOVE GROUND LEVEL.

SOIL ANCHOR PLATE TO BE ATTACHED

TO ALL ANCHOR POSTS.

THE MATERIAL FOR THE SOIL ANCHOR

PLATES TO BE CARBON SHEET STEEL.

THE STEEL "U" POST TO BE GRADE 60.

THE CONNECTOR BOLTS ARE TO BE FULLY THREADED.

EACH CONNECTOR BOLT AND NUT TO BE CLEARLY

STAMPED WITH MANUFACTURER'S IDENTIFYING MARK.

ANCHOR POST AND TOP POST TO BE

OF EQUAL WEIGHT / FEET.

T P

V

I L

L S

E P

N

J D

O T

P R

J W

S V s y s t e m

N

J D

O T

W S

P r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e

TCD-1

2.

3.

4.

5.

6.

7.

8.

9.

13.

10.

11.

12.

GENERAL NOTES:

NEW JERSEY DEPARTMENT OF TRANSPORTATION

TRAFFIC CONTROL DETAILS

w h o.

.ti m e.

.p en ta bl e.

...s ca le

ID

d a te p e n ta b le s c a le

...................bob..................file=

CONSTRUCTION SIGNS

CONE

BREAKAWAY BARRICADES

BREAKAWAY BARRICADES WITH SIGN

DRUMS

DIRECTION OF TRAFFIC FLOW

WORK AREA

BUFFER ZONE

ARROW BOARD SHOWING CAUTION MODE

TRAFFIC CONTROL TRUCK WITH MOUNTED CRASH CUSHION AND

S

LEGEND

LEFT…