TABLE OF CONTENTS - SHEET 1...LIMITS OF PLACING EMBANKMENT AND I-9 SOIL AGGREGATE CD-203-1.2 BENCHING DETAIL CHAIN-LINK FENCE CD-605-2 CD-602-10.1 CD-602-10.2 CONCRETE HEADWALL CONCRETE

CONSTRUCTION SIGNS

UNDERDRAINS

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_Quality Management Services/07 Pending file=

CD-203-1

CD-405-1

CD-405-2

CD-405-3

CD-451-1

CD-452-1

CD-601-1

CD-602-8

CD-602-9 PRECAST MANHOLE

CD-603-1

CD-605-1

CD-605-2

CD-606-1

CD-606-5

CD-606-6

CD-607-1

CD-607-2

CD-607-3

CD-609-1

CD-609-2

CD-609-3

CD-609-5

CD-609-4

CD-609-6

CD-157-1 MONUMENT AND MONUMENT BOX

CD-158-1

CD-158-2

CD-158-3

CD-158-4

CD-159-1 TRAFFIC CONTROL DEVICES

CD-159-2 TRAFFIC CONTROL DEVICES

CD-159-3

CD-159-4

CD-159-5

CD-159-6 CONSTRUCTION SIGNS

CD-159-7

CD-159-8 INTERSTATE CONSTRUCTION IDENTIFICATION SIGN

CD-159-9 CONSTRUCTION IDENTIFICATION SIGNS

CD-202-1

CONCRETE PAVEMENT LONGITUDINAL JOINTS

CD-601-2 PIPE END SECTIONS

CD-601-3

CD-602-1 INLET GENERAL DETAILS

CD-602-2 INLETS, TYPE A, B, & C

CD-602-4 INLETS, TYPE E, E1, E2, & ES

INLETS, TYPE D1 & D2

CD-602-6

CD-602-7

MANHOLE

CD-602-10 CONCRETE HEADWALL AND APRON

CD-602-11 CONCRETE CULVERT

CHAIN-LINK FENCE

CHAIN-LINK FENCE

CONCRETE AND HMA ISLAND

CONCRETE AND GRANITE CURB

BARRIER CURB

BEAM GUIDE RAIL

RUB RAIL

CONTROLLED RELEASE TERMINAL

CD-610-7

CD-608-1

2

ROADWAY CONSTRUCTION DETAILS

CD-401-1 MILLING

CD-401-2

CD-453-1

CD-453-2

SLAB STABILIZATION

CD-454-1 RETROFIT DOWEL BARS

41

FULL DEPTH CONCRETE PAVEMENT REPAIR

FULL DEPTH CONCRETE PAVEMENT REPAIR

LONGITUDINAL JOINTS IN HMA

CONCRETE PAVEMENT TRANSVERSE JOINTS

PARTIAL DEPTH CONCRETE PAVEMENT REPAIR

63

64

65

66

67

SOIL EROSION AND SEDIMENT CONTROL MEASURES




SOIL REUSE

CROSS DRAIN OR UTILITY TRENCH CONSTRUCTION

CD-159-10 TEMPORARY CRASH CUSHION, COMPRESSIVE BARRIER SUMMARY TABLE

23

24

25

26

27

28

43

I-9 SOIL AGGREGATE AND EMBANKMENT

CD-602-5

EXTENSION FRAMES FOR EXISTING INLETS

BURIED GUIDE RAIL TERMINAL

EXTENSION RING FOR EXISTING MANHOLE

CONSTRUCTION BARRIER CURB WITH BOX BEAM STIFFENER

CONSTRUCTION BARRIER CURB (ALTERNATE A)

CONSTRUCTION BARRIER CURB (ALTERNATE B)

42

CONCRETE SIDEWALK (PUBLIC SIDEWALK CURB RAMP)

71

72

73

74

75

76

CD-609-12

CD-609-13

CD-609-14

CD-609-15

CD-609-11 BEAM GUIDE RAIL ATTACHMENTS

BEAM GUIDE RAIL ATTACHMENTS



85 CD-610-5 RUMBLE STRIPS

CD-610-6 CENTERLINE RUMBLE STRIP

CENTERLINE RUMBLE STRIP

CD-611-1 CRASH CUSHION COMPRESSIVE BARRIER SUMMARY TABLE

CD-612-1 SIGNS

CD-612-2 SIGNS

CD-612-3 SIGNS

CD-612-4

CD-612-5

CD-612-6

CD-612-7 BREAKAWAY SIGN SUPPORTS FOR GROUND MOUNTED SIGNS




STEEL U-POST SIGN SUPPORTS



93

94

95

96

97

98

99

89

90

91

92

CD-807-1 TOPSOIL STABILIZATION

CD-811-1 PLANTING

CD-811-2 PLANTING

22

30

31

32

33

34

35

36

37

38

39

44

45

46

47

48

49

50

51

52

53

54

55

CD-606-2

CD-606-3

CD-606-4

56

57

58

59

60

61

62

70 CD-609-9

86

CD-609-10

87

88

100

101

BD

C1

6D

-01

-OR

IGIN

AL

SH

EE

T

GRADING AND ROADSIDE RECOVERY AREA AT FLARED AND

TANGENT GUIDE RAIL TERMINALS

164

SLOPE, OUTFALL, AND CHANNEL PROTECTION

CONCRETE PAVEMENT JOINTS NON-SKEWED LOAD

TRANSFER ASSEMBLIES29

CONCRETE SIDEWALK (PUBLIC SIDEWALK CURB RAMP TABLES)

CONCRETE SIDEWALK (PUBLIC SIDEWALK CURB RAMP TABLES)

CD = ROADWAY

TCD = TRAFFIC CONTROL DETAILS

BCD = BRIDGE CONSTRUCTION DETAILS

CONCRETE AND HMA, DRIVEWAY AND SIDEWALK

NONVEGETATIVE SURFACE

1

2

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

COVER SHEET

3

TABLE OF CONTENTS - SHEET 1


SHEET # DESCRIPTION SHEET # DESCRIPTION


SHEET # DESCRIPTION

81

82

83

84

CD-610-1

CD-610-2

CD-610-3

RAISED PAVEMENT MARKER (RPM), LOCATION



GROUND MOUNTED FLEXIBLE DELINEATORSCD-610-4

80

79 CD-609-18 MODIFIED THRIE BEAM GUIDE RAIL

CD-609-19

CD-609-2080A THRIE BEAM GUIDE RAIL TRANSITIONS

CD-609-17E BEAM GUIDE RAIL ATTACHMENTS

CD-609-17D BEAM GUIDE RAIL ATTACHMENTS

CD-609-17C BEAM GUIDE RAIL ATTACHMENTS

CD-609-17B BEAM GUIDE RAIL ATTACHMENTS

CD-609-17A BEAM GUIDE RAIL ATTACHMENTS

78 CD-609-17 BEAM GUIDE RAIL ATTACHMENTS

78A

78B

78C

78D

78E

CD-609-16 BEAM GUIDE RAIL ATTACHMENTS

CD-609-16A BEAM GUIDE RAIL ATTACHMENTS77A

CD-609-15A BEAM GUIDE RAIL ATTACHMENTS

CD-609-15B BEAM GUIDE RAIL ATTACHMENTS

76A

76B

69 CD-609-8

69A CD-609-8A

MEDIAN GUIDE RAIL TREATMENTS

MEDIAN GUIDE RAIL TREATMENTS

MEDIAN GUIDE RAIL TREATMENTSCD-609-768

68A

68B

CD-609-7A

CD-609-7B

BEAM GUIDE RAIL TREATMENTS

BEAM GUIDE RAIL TREATMENTS

CD-607-4 BARRIER CURB

CD-607-5 BARRIER CURB

CD-607-6

60A

60B

60C

ABBREVIATIONS

BD

C17D

-02-R

EV

ISE

D


INDEX 1 FOR STANDARD ROADWAY CONSTRUCTION DETAILS




DETECTABLE WARNING SURFACE

77

CURB TRANSITIONS

BARRIER CURB

BEAM GUIDE RAIL, DUAL FACED (MASH TL-3)

BEAM GUIDE RAIL ANCHORAGE (MASH TL-3)

FLARED GUIDE RAIL TERMINAL AND TANGENT GUIDE RAIL

TERMINAL (MASH TL-3)

MODIFIED THRIE BEAM GUIDE RAIL, DUAL FACED (NCHRP 350 TL-4)

BD

C1

7D

-10

-RE

VIS

ED

BD

C18D

-05- A

DD

ED

SH

EE

T C

D-602-2A

CD-602-3 INLETS, TYPE B1, B2, & B, B1, & B2 MODIFIED40

39A CD-602-2A DRIVEWAY ACCESS PLATE FOR INLET TYPE B AND TYPE C CASTING

DESCRIPTION DESCRIPTION DESCRIPTIONCD CD CD

5

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INDEX FOR STANDARD ROADWAY CONSTRUCTION DETAILS

INDEX SHEET 2

164

BD

C16D

-01-O

RIG

INA

L S

HE

ET

DELINEATORS

GROUND MOUNTED FLEXIBLE DELINEATORS CD-610-4

DRIVEWAYS

CD-606-5.1

CD-606-5.2

CD-606-5.3

CD-606-5.4

CD-606-5.5

CD-606-5

CD-606-5.6

CD-606-5.7

CD-606-5.8

GENERAL NOTES

TYPICAL DRIVEWAY TREATMENT

CONCRETE AND HMA DRIVEWAY AND SIDEWALK

TYPE A

TYPE B

TYPE C

TYPE D

TYPE E

TYPE F

EMBANKMENT

CD-203-1.1

SOIL REUSE

FENCES

CD-605-1.1

CD-605-1.2

CD-605-1.3

CD-605-1.4

CD-605-1.5

CD-605-2.1

GENERAL NOTES

CHAIN-LINK FENCE

CHAIN-LINK FENCE ASSEMBLIES

GATES, CHAIN-LINK FENCE, ____ ' WIDE

CD-605-1

CHAIN-LINK FENCE, ___' HIGH

DRIVE ANCHOR SHOE ASSEMBLY

CHAIN-LINK FARM-TYPE FENCE

CD-202-1.1

CD-202-1

TEMPORARY STOCKPILING OF REGULATED MATERIAL

OR ACID PRODUCING SOIL

CD-202-1.2REUSE OF REGULATED MATERIAL OR ACID PRODUCING

SOIL IN UNPAVED AREAS, TYPICAL CROSS-SECTION

CD-202-1.3

CD-202-1.4

REUSE OF REGULATED MATERIAL OR ACID PRODUCING SOIL IN

ROADWAY OR RAMP EMBANKMENT, TYPICAL CROSS-SECTION

REUSE OF REGULATED MATERIAL OR ACID

PRODUCING SOIL FOR A RETAINING WALL

NOTES CD-202-1.5

I-9 SOIL AGGREGATE AND EMBANKMENT CD-203-1

LIMITS OF PLACING EMBANKMENT AND I-9 SOIL AGGREGATE CD-203-1.2

BENCHING DETAIL

CD-605-2CHAIN-LINK FENCE

CD-602-10.1

CD-602-10.2

CONCRETE HEADWALL

CONCRETE HEADWALL WITH APRON

HEADWALLS

CONCRETE HEADWALL AND APRON CD-602-10

INLETS AND MANHOLES

CD-602-1.1

INLET GENERAL DETAILS CD-602-1

CD-602-1.8

CD-602-1.2

CD-602-1.3

CD-602-1.4

CD-602-1.5

CD-602-1.7

CD-602-1.6

RISER JOINT DETAIL FOR PRECAST INLETS

GENERAL NOTES

COPOLYMER POLYPROPYLENE PLASTIC LADDER RUNG

CD-602-2INLETS, TYPE A, B, & C

CD-602-2.1

CD-602-2.2

INLET TYPE A

INLET TYPE B

INLET TYPE C CD-602-2.3

CD-602-2.4INLET TYPE A CASTING

CD-602-2.5

CD-602-2.6

ALTERNATE BACK PLATE

INLET TYPE B AND TYPE C CASTING

CONNECTION OF PIPE AND INLET FOR PRECAST INLET

LADDER RUNG DETAIL

DETAIL OF INVERT FOR INLET WITHOUT CONTINUOUS PIPE

SQUARE FRAME MANHOLE CASTING, CIRCULAR COVER

BICYCLE SAFE GRATE (CAST IRON)

METHOD OF SETTING CASTING FOR B TYPE INLET WHERE CURB PIECE

HEIGHT IS 2" GREATER THAN CURB FACECD-602-2.7

INLETS, TYPE D1 & D2

INLET TYPE D1

INLET TYPE D2

MANHOLE

GENERAL NOTES

PRECAST MANHOLE

PRECAST MANHOLE RISER JOINT

CURB PIECE FOR INLETS, TYPE D1 AND D2

EXTENSION FRAMES FOR EXISTING INLETS

EXTENSION RINGS FOR EXISTING MANHOLE

MANHOLE 5 FOOT DIAMETER, MANHOLE 6 FOOT DIAMETER

MANHOLE PRECAST CONCRETE

MANHOLE 5' DIAMETER, MANHOLE 6' DIAMETER PRECAST CONCRETE

48" PRECAST REINFORCED CONCRETE MANHOLE FLAT TOP

CD-602-5.1

CD-602-5.2

CD-602-5.3

CD-602-6.1

CD-602-7.1

CD-602-8.3

CD-602-8.2

CD-602-8.1

CD-602-9.1

CD-602-9.2

CD-602-9.3

CD-602-8

CD-602-9

CD-602-5

CD-602-4.5

INLETS, TYPE B1, B2, & B, B1, & B2 MODIFIED

INLETS, TYPE B1 AND TYPE B2

INLETS, TYPE E, E1, E2, & ES

INLET, TYPE E

INLETS, TYPE E1 AND TYPE E2

SET INLET TYPE ES, CASTING

FRAME TO BE USED FOR INLET, TYPE B MODIFIED

INLET, TYPE B MODIFIED

INLET, TYPE B1 MODIFIED AND TYPE B2 MODIFIED

METHOD OF DEPRESSING INLETS AT SHOULDERS

FRAME FOR INLET, TYPE E

INLET, TYPE ES

CD-602-3.1

CD-602-3.2

CD-602-3.3

CD-602-3.4

CD-602-3.5

CD-602-4

CD-602-4.1

CD-602-4.2

CD-602-4.3

CD-602-4.4

CD-602-3

MANHOLE FRAME AND COVER

ISLANDS

CD-606-6.1

CD-606-6.2

CONCRETE ISLAND, 4" THICK

CD-606-6.3

CD-606-6.4

CD-606-6

HMA ISLAND, 10" THICK

CONCRETE ISLAND ON EXISTING PAVEMENT

CONCRETE AND HMA ISLAND

LONGITUDINAL AND TRANSVERSE JOINT TREATMENT FOR CONCRETE ISLAND

CD-405-2.1

CD-405-2

EXPANSION JOINTS AT BRIDGES

CD-405-1.3

CD-405-1.2

CD-405-1.1

CD-405-1.7

CD-405-1.6

CD-405-1.5

CD-405-1.8

CD-405-1.4

CONCRETE PAVEMENT LONGITUDINAL JOINTS

TIE BOLT DETAIL

JOINTS

CD-401-2.4

CD-401-2.3

CD-401-2.2

CD-401-2.1

CD-401-2LONGITUDINAL JOINTS IN HMA

WEDGE JOINT

CD-401-2.5

NOTES

NOTES CD-401-2.6

OFFSET OF JOINTS

HMA PAVEMENT

COMPACTION OF UNCONFINED VERTICAL EDGE

ROLLER PLACEMENT FOR COMPACTING ALONG THE UNCONFINED

VERTICAL EDGE

TYPICAL LAYOUT

TRANSVERSE EXPANSION JOINT

TRANSVERSE CONTRACTION JOINT

CONCRETE PAVEMENT TRANSVERSE JOINTS CD-405-1

DETAIL A HOT-POURED JOINT SEALER

DETAIL B COLD-POURED JOINT SEALER WITH BACKER ROD

DETAIL C COLD-POURED JOINT SEALER WITHOUT BACKER ROD

BD

C18D

-05-A

DD

ED

SH

EE

T C

D-602-2A

DRIVEWAY ACCESS PLATE FOR INLET TYPE B AND TYPE C CASTING CD-602-2A.1

N.T.S.

NEW JERSEY DEPARTMENT OF TRANSPORTATION

CONSTRUCTION DETAILS

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CD-602-2

INLETS, TYPE A, B, & C

39

BD

C1

6D

-01

-OR

IGIN

AL

SH

EE

T

CD-602-2.2

INLET TYPE B

SECTION A-A

4'-0"

8"

LADDER RUNGS

SEE DETAIL

CD-602-1.3 & 1.5

AS SPECIFIED

CONCRETE CURB

SLOPE LINE PROPOSED

(FOR USE IN SHOULDER

AREA ONLY)

2"

THEORETICAL GUTTER GRADE

SET CURB PIECE AT ELEVATION OF ADJACENT CURB

SET THE EDGE OF FRAME AT SLOPE LINE

CD-602-2.7

METHOD OF SETTING CASTING FOR B TYPE INLET

WHERE CURB PIECE HEIGHT IS 2" GREATER THAN CURB FACEINLET TYPE B AND TYPE C CASTING

CD-602-2.6

NOTES:

1.

4.

3.

2.

SEE ALTERNATE BACK PLATE DETAIL CD-602-2.5

SEE GENERAL NOTE 9, CD-602-1.6

A A

B

B

SECTION A-ASECTION B-B

NOTE:

CURB

4'-0"

2'-

0"

2'-

0"

VA

RIA

BL

E

3'-6"

18" 18"8"

8"

2'-

0"

PAVEMENT / SHOULDER

CD-602-2.3

LADDER RUNGS

SEE DETAILS

CD-602-1.3 & 1.5

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.

AA

B

B

SECTION A-A

2'-

4"

4'-0"

9"9"

9"

9"

10"

18"18"

ƒ" ƒ"

ƒ"

ƒ"

3"

3" 3"

4'-6"

4'-6"

1‚"

1‚"

1‚"

5"

1'-

11

•"

•" TYP.

BICYCLE SAFE

GRATE AS SHOWN

IN CD-602-1.8

INLET TYPE A CASTING

INLET TYPE C

SECTION B-B

NOTE:

1'-

10"

ƒ"

ƒ"

3"

1‚"

2‚"

2‚"

CD-602-2.4

SEE GENERAL NOTE 9,

CD-602-1.6

ALTERNATE BACK PLATE

NOTES:

2"49•"

3•"

1‚"

1"

3"

8‚"

†"

22•"

1.

2.

MINIMUM WEIGHT = 120#

CD-602-2.5

SEE GENERAL NOTE 10, CD-602-1.6

AA

B

B

SECTION A-A SECTION B-B

4'-0"

FRAME AND GRATE

VA

RIA

BL

E

1'-10"

8"

3"

11"

INLET TYPE A

LADDER RUNGS

SEE DETAIL

CD-602-1.3 & 1.5

CD-602-2.1

LEAVE ALTERNATE VERTICAL JOINTS OF BRICK OR BLOCK

OPEN IN THE FIVE LOWER COURSES. WHEN CONSTRUCTED

OF CONCRETE, CONSTRUCT A LEACHING BASIN

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

SE

CT

ION

C-C

BA

CK

CU

RB

PIE

CE

FRAME

1'-

10"

ƒ"

ƒ"

ƒ"

ƒ"

ƒ"

3"

3"

1‚"1

"

2"

2•"

5•"

5

•

"

3"

8"

3"

3'-

6"

4'-

0"

3"

4‚"3ƒ"

HE

IG

HT

AS

SP

EC

IFIE

D

†"

MIN.

†"

MIN

.

3" 2"

1•"

1‚"

WEIGHT OF GRATE = 300 ` 15 LBS

WEIGHT OF FRAME = 312#

WEIGHT OF BACK = 120#

6"= 125#

8" = 167#

10" = 209#

12" = 251#

WEIGHT OF CURB PIECE

WEIGHT OF FRAME = 240#

WEIGHT OF GRATE = 300 ` 15 LBS

WEIGHTS

WEIGHTS CLASS 35B

164

BICYCLE SAFE

GRATE AS SHOWN

IN CD-602-1.8

B

B

AA

CURB

BICYCLE SAFE

GRATE AS SHOWN

IN CD-602-1.8

FRAME, CURB PIECE,

BACK, AND GRATE

AA

BB

C

C

SECTION A-A

SECTION B-B

STORM DRAIN

INLET LABELING

NON-SKID

SURFACE

2'-0"

4'-0"

9"9"

9"

18"18"

ƒ"

ƒ"

ƒ"

ƒ"

ƒ"

3" 3"

3"

3"

1‚"

1‚"

1‚"

2‚"

2•"

2"

1„"

12"

•" TYP.

5•"

1•"

4'-6"

1ƒ

"

•"

1" TYP.

3'-7ƒ"

1‚"

2"

6" 6" 6" 6"

•" R TYP.

SEE

NOTE 4

4'-1•"

5ˆ" 5„" 5„" 5„" 5ˆ"

2‡"

5•"

VAR.CURB OPENINGS

BICYCLE SAFE

GRATE AS

SHOWN IN

CD-602-1.8

4" (NO CURB OPENINGS),

6", 8", 10", OR 12",

AS SPECIFIED

1" DIA. HOLES TO BE

FITTED WITH FOUR ‡"

DIA. HEX BOLTS, 3" LONG

BY THE CONTRACTOR.

SECTION B-B

NOTE:

VA

RIA

BL

E

STAGE 1

STAGE 2

3'-6"

FRAME, CURB PIECE,

BACK, AND GRATE

2"

8"

FOUNDATION AND INVERT

TO BE CONSTRUCTED IN

2 STAGES. TOP SURFACE

OF STAGE 1 TO BE LEFT

ROUGH.

SHOULDER / PAVEMENT

DEPTH OF INVERT TO BE 0.80 OF DIAMETER

OF THE MAIN PIPE THROUGH THE INLET.

STORM DRAIN INLET LABEL TO READ "NO DUMPING, DRAINS TO

WATERWAYS" OR OTHERWISE APPROVED BY THE RE. INCLUDE FISH

LOGOS ON BOTH SIDES OF THE LABEL.

5. FOR 2" CURB PIECE, USE DRIVEWAY ACCESS PLATE - SEE CD-602-2A.1

2" (SEE NOTE 5),

BD

C1

8D

-0

5 A

DD

ED

NO

TE

5 O

N C

D-6

02

-2

.6


SECTION A-A

PLAN

FRONT ELEVATION

N.T.S.

N.T.S.CD-602-2A

5•"

48"

42"

5"

21ƒ"

47ƒ"

164CD-602-2A.1

FRONT ELEVATION

NOTES:

3"

3‹"

45‡"

20•"

1ƒ"

1"

2"

SECTION B-B

SECTION C-C

49•"

DRIVEWAY ACCESS PLATE FOR

INLET TYPE B AND TYPE C CASTING

DRIVEWAY ACCESS PLATE FORINLET TYPE B AND

TYPE C CASTING

DRIVEWAY ACCESS PLATE

DRIVEWAY

ACCESS

PLATE

3‹" 3"

{ HOLE{ HOLE

A

A

B

C

B

C

1. USE DRIVEWAY ACCESS PLATE ON TYPE B, B1, B2, OR C INLET WHERE CURB PIECE HEIGHT OF 2 INCHES IS

REQUIRED AT DRIVEWAYS OR AT GUIDE RAIL TERMINALS.

2. THE NEW INLET TYPE B OR TYPE C CASTING WILL BE FITTED WITH DRIVEWAY ACCESS PLATE IN LIEU OF

CURB PIECE. PAYMENT WILL BE MADE UNDER EITHER "SET INLET TYPE B, CASTING" OR "RECONSTRUCTED

INLET, TYPE _ , USING NEW CASTING."

3. SEE INLET TYPE B AND TYPE C CASTING DETAIL.

WEIGHT OF PLATE = 300 LBS

FOUR ‡" DIA. HOLES TO BE

FITTED WITH FOUR ƒ" DIA.

HEX BOLTS, 3" LONG, WITH

NUTS TO CONNECT PLATE

TO INLET CASTING BY THE

CONTRACTOR

39A


1‚"

54"

48"

U S F O U N D R YM A D E I N U S A

U SF 5 2 9 0

BD

C1

8D

-05

OR

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N.T.S.



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_Quality Management Services/01 Construcfile=

164

60CCD-607-6.2

6"

4"

5'-0"

42

"

R=12"

2"

2"

NOTES:

BARRIER CURB TAPERED END

CD-607-6

1'-6"

1'-6"

12"

3" TYPICAL

FOR FUTURE

RESURFACING

{

6"

6"

3"

3"24•"

2'-0" MIN.

7' MIN.

1.

2.

3.

4"

5'-0"

32"

2"

2"

1'-6"

1'-6"

3" TYPICAL

FOR FUTURE

RESURFACING

{

24"

2'-0" MIN.

8"

6"

3"

PLAN VIEW

THIS DETAIL IS TO BE USED ONLY AT THE TRAILING END OF

BARRIER CURB SEPARATING SAME DIRECTION TRAFFIC OR

WHERE THE TERMINAL IS BEYOND THE CLEAR ZONE.

REINFORCEMENT STEEL IS IN METRIC UNITS.

PAYMENT FOR NJ BARRIER CURB TAPERED END WILL BE MADE

UNDER ITEM "CONCRETE BARRIER CURB". PAYMENT FOR

F SHAPE BARRIER CURB TAPERED END WILL BE MADE UNDER

"F SHAPE CONCRETE BARRIER CURB".

#13 REINFORCEMENT

STEEL

#13 REINFORCEMENT

STEEL

42" F SHAPE BARRIER CURB TAPERED END

32" NJ BARRIER CURB TAPERED END

BD

C1

7D

-0

2-N

EW

SH

EE

T

GRAY CONCRETE, CLASS BSUBBASE

7.5"

15" x 41" CONCRETE BARRIER CURB

BASE COURSE

THICKNESS, AS

SPECIFIED

MASH TL-3 NJ BARRIER CURB

NOTES:

BARRIER CURB

SEE GENERAL NOTES APPLYING TO ALL BARRIER CURB CD-607-3.

COMPACT ACCORDING TO SUBSECTION 202.03.

SHAPE AND COMPACT THE FILL BETWEEN THE CURBS TO A FIRM

EVEN SURFACE. REMOVE UNSUITABLE MATERIAL AND REPLACE

WITH ACCEPTABLE MATERIAL AND COMPACT.


HMA = HOT MIX ASPHALT.

1.

2.

3.

4.

5.

CD-607-6.1

CONCRETE, CLASS B

4% 4%

7.5"

CONCRETE ISLAND PAVEMENT, 4" THICK

15" x VARIABLE HEIGHT CONCRETE BARRIER CURB, DOWELLED

CONCRETE

CLASS B

15"

2"

4"•"

R=1"

R=10"

32"

10"

3"

FLEXIBLE

DELINEATORS

R=1"

7"

VARIES

4% 4%

CONCRETE ISLAND PAVEMENT, 4" THICK

CONCRETE

CLASS B

15"

2"

4"•"

R=1"

R=10"

32

"

10"

3"

FLEXIBLE

DELINEATORS

7"

4"

4"

45^

VARIES

EXISTING CONCRETE PAVEMENT

9"

SUITABLE GRANULAR MATERIAL

FROM THE PROJECT OR SOIL

AGGREGATE, AS DIRECTED.

FOR COMPACTION & FILL

REQUIREMENTS SEE NOTES

2 AND 3.

SUITABLE GRANULAR MATERIAL

FROM THE PROJECT OR SOIL

AGGREGATE, AS DIRECTED.

FOR COMPACTION & FILL

REQUIREMENTS SEE NOTES

2 AND 3.

THESE SURFACES TO BE

GIVEN A LIBERAL COAT OF

CUTBACK ASPHALT PRIOR

TO POURING CONCRETE

AGAINST THEM.

THESE SURFACES TO BE

GIVEN A LIBERAL COAT OF

CUTBACK ASPHALT PRIOR

TO POURING CONCRETE

AGAINST THEM.

4"

4"

JOINT SEALER AND •"

PREFORMED JOINT FILLER

CONCRETE, CLASS B

JOINT SEALER AND •"

PREFORMED JOINT FILLER

{

6"

6"

3"

R=1"

R=10"

CONCRETE

CLASS B

FLEXIBLE

DELINEATORS

3" TYPICAL

FOR FUTURE

RESURFACING

R=1"

3"

32"

DOWEL TO EXISTING CONCRETE

PAVEMENT OR CONCRETE

FOOTING. SEE CD-607-5 FOR

DOWEL LOCATIONS.

84^

27" M

AX

.

VA

RIE

S 3

2" T

O 5

9"

#13 EPOXY COATED

REINFORCEMENT

STEEL

VARIABLE WIDTH x VARIABLE HEIGHT CONCRETE BARRIER CURB

10"

10"

7" 2" 6"

VARIES 2" TO 5"

7"

VARIES 24" TO 27"

24" FOR NJ BARRIER

CURB, 24•" FOR F

SHAPE BARRIER CURB

3" TYPICAL

FOR FUTURE

RESURFACING

3" TYPICAL

FOR FUTURE

RESURFACING

#25 REINFORCEMENT

STEEL 8" LONG TO BE

SET IN NON-SHRINK

GROUT IN DRILLED

HOLES SPACED 4'-0"

C. TO C. LONGITUDINALLY

PROPOSED

HMA

PAVEMENT

SURFACE

PROPOSED

HMA

PAVEMENT

SURFACE

#25 REINFORCEMENT

STEEL 8" LONG TO BE

SET IN NON-SHRINK

GROUT IN DRILLED

HOLES SPACED 4'-0"

C. TO C. LONGITUDINALLY

PROPOSED HMA

PAVEMENT SURFACE

BD

C1

7D

-10

-NJ B

AR

RIE

R A

DD

ED

R=1"

BD

C1

8D

-0

5- R

EV

IS

ED

SE

CT

IO

N 1

5"X

41

" B

AR

RIE

R D

IM

.

PLAN

10'-0" TRANSITION

3'-1•"

GUTTER LINE

TRAFFIC

2'-7"

11•"

LAP IN DIRECTION OF TRAFFIC

STANDARD BARRIER

PARAPET REINFORCEMENT

SECTION: E-E

N.T.S.



@ 6'-3"

7‚"7‚"

@ 6'-3"

3"

10'-0" TRANSITION

0"

A

A

B C

CB

D

D

7"

A

'

A'

B'

B'

C'

C'

D'

D'

STANDARD BARRIER PARAPET SECTION

13'-6•"

14- #16 @ 4" (SPAN)

14- #19 @ 4" (WINGWALL)

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CD-609-14

CD-609-14.1

BD

C1

6D

-01

-OR

IGIN

AL

SH

EE

T

164

9 SPACES @ 1'-6ƒ"

END OF

PARAPET

END OF

PARAPET

POSTS

SPACED

4" x 12" CHAMFER

AT PARAPET END

7" x 5" x ‰"

STRUCTURAL

TUBE BLOCKOUTS

5-‡" DIA. HIGH STRENGTH

THROUGH BOLTS IN FORMED

HOLES WITH HIGH STRENGTH

NUTS

TOP OF

ROADWAY

SECTION A'-A'

(ON WIINGWALL)

SECTION: B'-B'

(ON WINGWALL)

SECTION: C'-C'

(ON WINGWALL)

SECTION: D'-D'

(ON WINGWALL)L

I

P

C

U

R

B

(VARIES)

SECTION: A-A

(ON SPAN)

SECTION: B-B

(ON SPAN)SECTION: C-C

(ON SPAN)

SECTION: D-D

(ON SPAN)

POST

1

POST

2

POST

3

POST

4

POST

5

POST

6

TOP OF

ROADWAY




NUTS

{ SPLICE

12" x 12" x †"TERMINAL

C

O

N

N

E

C

T

O

R

BEARING PLATE

{ SPLICE

STANDARD

W-BEAM

GUIDE RAIL

2'-

7"

1" (TYP.)

W-BEAM

TERMINAL

CONNECTOR

4 SPACES @ 3'-1•"

STANDARD W-BEAM

POST AND BLOCKOUT

STRUCTURAL

TUBE BLOCKOUTS

THRIE BEAM

TERMINAL

CONNECTOR

POST

7

POST

8

POST

9

POST

10

POST

11

POST

12

NESTED

THRIE BEAM

GUIDE RAIL

THRIE BEAM TO W-BEAM

ASYMMETRICAL TRANSITION

SECTION (10 GAUGE)

SECTION (12 GAUGE)

NESTED

W-BEAM

GUIDE RAIL

2'-

7"

GUTTER LINE

2'-

7"

2'-

7"

CONCRETE LIP CURB, REVEAL VARIES

0

"

T

O

3

"

F

R

O

N

T

H

E

I

G

H

T

x

4

"

T

O

7

"

B

A

C

K

H

E

I

G

H

T

x

1

0

•

"

W

I

D

E

x

1

7

'

-

0

"

L

O

N

G

13'-6•"

NOTES:

BEAM GUIDE RAIL

ATTACHMENTS

ELEVATION

17'-0" LIP CURB TRANSITION

1'-8‚" x 12" x †"

TERMINAL

C

O

N

N

E

C

T

O

R

BEARING PLATE

3'-4" CURB

TAPER

(NOTE 2)

INTERIOR ELEVATION


TYPE A ATTACHMENT

3'-1•"3'-1•"

2'-10"

36'-10ƒ"

W6x9 OR W6x8.5STEEL POST

POSTS SPACED

STANDARD W-BEAM

GUIDE RAILEND OF PARAPET

CONCRETE LIP CURB

6'-3"

7'-3•" THRIE BEAM

SECTION: F-F

E

E

F

F

TOP OF

ROADWAY


0

"

F

R

O

N

T

H

E

I

G

H

T

x

4

"

B

A

C

K

H

E

I

G

H

T

x

1

1

‚

"

W

I

D

E

x

1

4

'

-

0

"

L

O

N

G

CONCRETE LIP CURB

END OF PARAPET

3'-

6"

3"

9"

1'-5‚"

7"

3'-

6"

3"

9"

1'-5‚"

4‡"

7"

3'-

6"

1'-5‚"

VARIESVARIES

3"

1'-5‚"

1'-2"

2'-

7"

1'-5‚"

1'-2"

2'-

7"

TOP OF

ROADWAY

4-#22

TOP OF WINGWALL

OR BRIDGE DECK SLAB#16@8" #16@8" #16@4"

BEND BARS

TO CLEAR

4"x 12"

CHAMFER

#16@8"

2'-

7"

1'-5‚"

1'-2"

TOP OF

ROADWAY

3'-

6"

1'-5‚"

VARIESVARIES

3"

1'-5‚"

1'-2"

2'-

7"

TOP OF

ROADWAY

TOP OF

ROADWAY

5 FORMED HOLES

FOR ‡" DIAMETER

THROUGH BOLTS

VA

RIE

SV

AR

IES

VA

RIE

SV

AR

IES

TWO SECTIONS OF W-BEAM (NESTED)

ONE SET INSIDE THE OTHER

TWO SECTIONS OF THRIE BEAM (NESTED)


7"

3"

7"

3"

5"

VARY WIDTH OF LAST

3 BARS TO CLEAR

4" x 12" CHAMFER

4-#25

DECK SLAB DECK SLAB DECK SLAB

DECK SLAB

WINGWALL WINGWALL WINGWALL WINGWALL

#19@4" BEND

BARS TO CLEAR

4"x 12" CHAMFER

4-#22

4-#25

4-#22

4-#25

4-#25

1.

2.

3.

4.4-#22

4-#25

4-#22

4-#25

4-#25

3" 4-#25

4-#22 BEND BARS

AS NEEDED4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#25

3'-

6"

TYPE A ATTACHMENTTYPE B ATTACHMENT

4-#22 BEND BARS

AS NEEDED

75

#19@12"#19@12" #19@12"

SEE CD-609-13 FOR ADDITIONAL NOTES AND DETAILS.

THE MINIMUM TAPER LENGTH IS BASED ON PARAPET HEIGHT.

THE TAPER MUST BE 5:1 OR FLATTER WITH 8:1 DESIRABLE.

SEE BRIDGE PLANS FOR TAPER LENGTH.


FOR ADDITIONAL PARAPET DETAILS & DIMENSIONS,

REFER TO BCD-507-9.

SEE DETAIL BELOW FOR PARAPET

REINFORCEMENT TYPE A ATTACHMENTPAY LIMIT FOR APPROACH GUIDE RAIL TRANSITION TL-3

GUIDE RAIL ATTACHMENT - NEW CONSTRUCTION - DESIGN SPEED GREATER THAN 45 MPH (MASH TL-3)

F SHAPE BARRIER PARAPET (NO ROADWAY CURBING ON APPROACH)

2% SLOPE FOR A MIN. 2'-0"

2H:1V OR FLATTER

FOR A MIN. 4'-0"

2H:1V OR FLATTER

FOR A MIN. 4'-0"


BD

C1

7D

-0

2-R

EV

IS

IO

NS

TO

CD

-6

09

-1

4

BD

C18D

-05- R

EV

IS

ED

SE

CT

IO

N D

-D

& D

'-D

' D

IM

.

PLAN

POSTS SPACED

10'-0" TRANSITION

3'-1•"

GUTTER LINE

TRAFFIC

2'-7"

11•"


N.T.S.



@ 6'-3"

7‚"7‚"

@ 6'-3"

3"

10'-0" TRANSITION

0"

A

A

BC

CB

D

D

A

'

A'

B'

B'

C

'

C'

D'

D'


13'-6•"

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CD-609-15

CD-609-15.1BD

C1

6D

-01

-OR

IGIN

AL

SH

EE

T

164

9 SPACES @ 1'-6ƒ"

END OF

PARAPET

END OF

PARAPET

POSTS

SPACED

4" x 12" CHAMFER

AT PARAPET END

7" x 5" x ‰"

STRUCTURAL

TUBE BLOCKOUTS




NUTS

POST

1

POST

2

POST

3

POST

4

POST

5

POST

6

TOP OF

ROADWAY




NUTS

{ SPLICE


C

O

N

N

E

C

T

O

R

BEARING PLATE

{ SPLICE

STANDARD

W-BEAM

GUIDE RAIL

2'-

7"

1" (TYP.)

W-BEAM

TERMINAL

CONNECTOR

4 SPACES @ 3'-1•"

STANDARD W-BEAM

POST AND BLOCKOUT

STRUCTURAL

TUBE BLOCKOUTS

THRIE BEAM

TERMINAL

CONNECTOR

POST

7

POST

8

POST

9

POST

10

POST

11

POST

12

NESTED

THRIE BEAM

GUIDE RAIL



SECTION (10 GAUGE)NESTED

W-BEAM

GUIDE RAIL

2'-

7"

GUTTER LINE

13'-6•"

BEAM GUIDE RAIL

ATTACHMENTS

1'-8‚" x 12" x †"

TERMINAL

C

O

N

N

E

C

T

O

R

BEARING PLATE

TAPER

(NOTE 2)

3'-1•"3'-1•"

2'-10"

ROADWAY CURBING

ON APPROACH

W6x9 OR W6x8.5STEEL POST

36'-10ƒ"

ROADWAY CURB

NOTES:

SECTION (12 GAUGE)

6'-3"

7'-3•" THRIE BEAM

E

E

F

F

R

O

A

D

W

A

Y

C

U

R

B

I

N

G

10' CURB TRANSITION (NOTE 4)

END OF PARAPET



TWO SECTIONS OF THRIE BEAM (NESTED)


SECTION: E-E

R

O

A

D

W

A

Y

C

U

R

B

TOP OF

ROADWAY

2'-

7"

SECTION: F-F

ROADWAYCURB

TOP OF

ROADWAY

2'-

7"

3'-

6"

TYPE B ATTACHMENTTYPE A ATTACHMENT

SECTION A'-A'

(ON WIINGWALL)

SECTION: B'-B'

(ON WINGWALL)

SECTION: C'-C'

(ON WINGWALL)

SECTION: D'-D'

(ON WINGWALL)

SECTION: A-A

(ON SPAN)

SECTION: B-B

(ON SPAN)

SECTION: C-C

(ON SPAN)

SECTION: D-D

(ON SPAN)

3'-

6"

3"

9"

1'-5‚"

7"

3'-

6"

3"

9"

1'-5‚"

4‡"

7"

3'-

6"

1'-5‚"

VARIESVARIES

3"

1'-5‚"

1'-2"

2'-

7"

1'-5‚"

1'-2"

2'-

7"

TOP OF

ROADWAY

#16@8" #16@8" #16@4"

BEND BARS

TO CLEAR

4"x 12"

CHAMFER

#16@8"

2'-

7"

1'-5‚"

1'-2"

TOP OF

ROADWAY

3'-

6"

1'-5‚"

VARIESVARIES

3"

1'-5‚"

1'-2"

2'-

7"

TOP OF

ROADWAY

TOP OF

ROADWAY

VA

RIE

SV

AR

IES

VA

RIE

SV

AR

IES

7"

3"

7"

3"

5"

4-#25


DECK SLAB


#19@4" BEND

BARS TO CLEAR

4"x 12" CHAMFER

4-#22

4-#25

4-#22

4-#25

4-#22

4-#25

4-#22

4-#25

4-#25

3" 4-#25

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#25

STANDARD BARRIER


7"

14- #16 @ 4" (SPAN)

14- #19 @ 4" (WINGWALL)

INTERIOR ELEVATION


TYPE A ATTACHMENT

4-#22

TOP OF WINGWALL

OR BRIDGE DECK SLAB5 FORMED HOLES

FOR ‡" DIAMETER

THROUGH BOLTS

VARY WIDTH OF LAST

3 BARS TO CLEAR

4" x 12" CHAMFER

4-#25

1.

2.

3.

4.

5.

76

#19@12"#19@12"#19@12"






TRANSITION LAST 10 FEET OF ROADWAY CURBING TO MATCH

BARRIER PARAPET SHAPE.


REFER TO BCD-507-9.

2H:1V OR FLATTER

FOR A MIN. 4'-0"


2H:1V OR FLATTER

FOR A MIN. 4'-0"




GUIDE RAIL ATTACHMENT - NEW CONSTRUCTION - DESIGN SPEED GREATER THAN 45 MPH (MASH TL-3)

F SHAPE BARRIER PARAPET (WITH ROADWAY CURBING ON APPROACH)

STANDARD W-BEAM

GUIDE RAIL

BD

C1

7D

-0

2-R

EV

IS

IO

NS

TO

CD

-6

09

-1

5

BD

C1

8D

-0

5- R

EV

IS

ED

SE

CT

IO

N D

-D

& D

'-D

' D

IM

.

PLAN

10'-0" TRANSITION

3'-1•"

GUTTER LINE

TRAFFIC

2'-7"

TYPE A ATTACHMENT


SECTION: E-E

N.T.S.



@ 6'-3"

7‚"

3"

10'-0" TRANSITION

0"

A

A

B C

CB

D

E

E

D

A

'

A'

B'

B'

C'

C'

D'

D'


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CD-609-15A

CD-609-15A.1 164

3 SPACES @ 3'-1•"END OF

PARAPET

POSTS

SPACED

4" x 12" CHAMFER

AT PARAPET END




NUTS

TOP OF

ROADWAY

TOP OF

ROADWAY

TOP OF

ROADWAY




NUTS

{ SPLICE


C

O

N

N

E

C

T

O

R

BEARING PLATE

{ SPLICE

STANDARD

W-BEAM

GUIDE RAIL

2'-

7"

1" (TYP.)

W-BEAM

TERMINAL

CONNECTOR

THRIE BEAM

TERMINAL

CONNECTOR

F

GUTTER LINE

2'-

7"

2'-

7"

BEAM GUIDE RAIL

ATTACHMENTS

ELEVATION

TRANSITION

1'-8‚" x 12" x †"

TERMINAL

C

O

N

N

E

C

T

O

R

BEARING PLATE

3'-4" CURB

TAPER

(NOTE 2)

TYPE B ATTACHMENT

3'-1•"3'-1•"

2'-10"

8•"

2'-5" 6'-3" POST SPACING

13'-6•"

END OF PARAPET

W6x9 OR W6x8.5

STEEL POSTS, 6' LONG

END OF PARAPET

NESTED W-BEAM

GUIDE RAIL

STANDARD 6"x8"x14" BLOCKOUTS

21'-2"

2'-

7"

STANDARD W-BEAM

GUIDE RAIL



SECTION (10 GAUGE)THRIE BEAM

(10 GAUGE)

4'-2" THRIE

BEAM SECTION

3'-1•"

SECTION: F-F

F

6" X 8" X 22" ROUTEREDBLOCKOUT

NOTES:

6"x8"x22" BLOCKOUT

76A

CONCRETE LIP CURB

24'-6" LIP CURB


0

"

F

R

O

N

T

H

E

I

G

H

T

x

4

"

B

A

C

K

H

E

I

G

H

T

x

1

1

‚

"

W

I

D

E

x

1

4

'

-

0

"

L

O

N

G


0

"

T

O

3

"

F

R

O

N

T

H

E

I

G

H

T

x

4

"

T

O

7

"

B

A

C

K

H

E

I

G

H

T

x

1

0

•

"

W

I

D

E

x

2

4

'

-

6

"

L

O

N

G

L

I

P

C

U

R

B

L

I

P

C

U

R

B

CONCRETE LIP CURB

END OF PARAPET



SECTION A'-A'

(ON WIINGWALL)

SECTION: B'-B'

(ON WINGWALL)

SECTION: C'-C'

(ON WINGWALL)

SECTION: D'-D'

(ON WINGWALL)

SECTION: A-A

(ON SPAN)

SECTION: B-B

(ON SPAN)

SECTION: C-C

(ON SPAN)

SECTION: D-D

(ON SPAN)

3'-

6"

3"

9"

1'-5‚"

7"

3'-

6"

3"

9"

1'-5‚"

4‡"

7"

3'-

6"

1'-5‚"

VARIESVARIES

3"

1'-5‚"

1'-2"

2'-

7"

1'-5‚"

1'-2"

2'-

7"

TOP OF

ROADWAY

#16@8" #16@8" #16@4"

BEND BARS

TO CLEAR

4"x 12"

CHAMFER

#16@8"

2'-

7"

1'-5‚"

1'-2"

TOP OF

ROADWAY

3'-

6"

1'-5‚"

VARIESVARIES

3"

1'-5‚"

1'-2"

2'-

7"

TOP OF

ROADWAY

TOP OF

ROADWAY

VA

RIE

SV

AR

IES

VA

RIE

SV

AR

IES

7"

3"

7"

3"

5"

4-#25


DECK SLAB


#19@4" BEND

BARS TO CLEAR

4"x 12" CHAMFER

4-#22

4-#25

4-#22

4-#25

4-#22

4-#25

4-#22

4-#25

4-#25

3" 4-#25

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#25

STANDARD BARRIER


7"

14- #16 @ 4" (SPAN)

14- #19 @ 4" (WINGWALL)

INTERIOR ELEVATION


TYPE A ATTACHMENT

4-#22

TOP OF WINGWALL


FOR ‡" DIAMETER

THROUGH BOLTS

VARY WIDTH OF LAST

3 BARS TO CLEAR

4" x 12" CHAMFER

4-#25

1.

2.

3.

4.

3'-

6"

#19@12"#19@12" #19@12"







REFER TO BCD-507-9.

2H:1V OR FLATTER

FOR A MIN. 4'-0"


2H:1V OR FLATTER

FOR A MIN. 4'-0"




GUIDE RAIL ATTACHMENT - NEW CONSTRUCTION - DESIGN SPEED 45 MPH OR LESS (MASH TL-2)

F SHAPE BARRIER PARAPET (NO ROADWAY CURBING ON APPROACH)

BD

C1

7D

-0

2-N

EW

SH

EE

T

BD

C18D

-05- R

EV

IS

ED

SE

CT

IO

N D

-D

& D

'-D

' D

IM

.

PLAN

10'-0" TRANSITION

3'-1•"

GUTTER LINE

TRAFFIC

2'-7"

TYPE A ATTACHMENT


N.T.S.



@ 6'-3"

7‚"

3"

10'-0" TRANSITION

0"

A

A

B C

CB

D

D

A

'

A'

B'

B'

C'

C'

D'

D'


TP

2V

IL

L11-A

PR

-2018 13:55

\\njdotprjw

s\v8system

\njdotw

s\projects\njdote

30

.000000:1.00000

ID=

date=

pen t

able=

scale

=


CD-609-15B

CD-609-15B.1 164

3 SPACES @ 3'-1•"END OF

PARAPET

POSTS

SPACED

4" x 12" CHAMFER

AT PARAPET END




NUTS

TOP OF

ROADWAY




NUTS

{ SPLICE


C

O

N

N

E

C

T

O

R

BEARING PLATE

{ SPLICE

STANDARD

W-BEAM

GUIDE RAIL

2'-

7"

1" (TYP.)

THRIE BEAM

TERMINAL

CONNECTOR

F

GUTTER LINE

NOTES:

BEAM GUIDE RAIL

ATTACHMENTS

ELEVATION

1'-8‚" x 12" x †"

TERMINAL

C

O

N

N

E

C

T

O

R

BEARING PLATE

TAPER

(NOTE 2)

TYPE B ATTACHMENT

3'-1•"3'-1•"

2'-10"

8•"

2'-5" 6'-3" POST SPACING

13'-6•"

END OF PARAPET

W6x9 OR W6x8.5

STEEL POSTS, 6' LONG

END OF PARAPET

NESTED W-BEAM

GUIDE RAIL

STANDARD 6"x8"x14" BLOCKOUTS

21'-2"

2'-

7"

STANDARD W-BEAM

GUIDE RAIL

ROADWAY CURBING

ON APPROACH

SECTION: F-F

R

O

A

D

W

A

Y

C

U

R

B

TOP OF

ROADWAY

2'-

7"

F

ROADWAY CURB

3'-1•"

BEAM SECTION

4'-2" THRIE 6" X 8" X 22" ROUTEREDBLOCKOUT

THRIE BEAM

(10 GAUGE)



SECTION (10 GAUGE)

E

E

SECTION: E-E

ROADWAYCURB

TOP OF

ROADWAY

2'-

7"

6" X 8" X 22" ROUTEREDBLOCKOUT

76B

R

O

A

D

W

A

Y

C

U

R

B

I

N

G

10' CURB TRANSITION (NOTE 4)

END OF PARAPET



W-BEAM

TERMINAL

CONNECTOR

3'-

6"

SECTION A'-A'

(ON WIINGWALL)

SECTION: B'-B'

(ON WINGWALL)

SECTION: C'-C'

(ON WINGWALL)

SECTION: D'-D'

(ON WINGWALL)

SECTION: A-A

(ON SPAN)

SECTION: B-B

(ON SPAN)

SECTION: C-C

(ON SPAN)

SECTION: D-D

(ON SPAN)

3'-

6"

3"

9"

1'-5‚"

7"

3'-

6"

3"

9"

1'-5‚"

4‡"

7"

3'-

6"

1'-5‚"

VARIESVARIES

3"

1'-5‚"

1'-2"

2'-

7"

1'-5‚"

1'-2"

2'-

7"

TOP OF

ROADWAY

#16@8" #16@8" #16@4"

BEND BARS

TO CLEAR

4"x 12"

CHAMFER

#16@8"

2'-

7"

1'-5‚"

1'-2"

TOP OF

ROADWAY

3'-

6"

1'-5‚"

VARIESVARIES3

"

1'-5‚"

1'-2"

2'-

7"

TOP OF

ROADWAY

TOP OF

ROADWAY

VA

RIE

SV

AR

IES

VA

RIE

SV

AR

IES

7"

3"

7"

3"

5"

4-#25


DECK SLAB


#19@4" BEND

BARS TO CLEAR

4"x 12" CHAMFER

4-#22

4-#25

4-#22

4-#25

4-#22

4-#25

4-#22

4-#25

4-#25

3" 4-#25

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#22 BEND BARS

AS NEEDED

4-#25

STANDARD BARRIER


7"

14- #16 @ 4" (SPAN)

14- #19 @ 4" (WINGWALL)

INTERIOR ELEVATION


TYPE A ATTACHMENT

4-#22

TOP OF WINGWALL


FOR ‡" DIAMETER

THROUGH BOLTS

VARY WIDTH OF LAST

3 BARS TO CLEAR

4" x 12" CHAMFER

4-#25

1.

2.

3.

4.

5.

#19@12"#19@12" #19@12"






TRANSITION LAST 10 FEET OF ROADWAY CURBING TO MATCH

BARRIER PARAPET SHAPE.


REFER TO BCD-507-9.

2H:1V OR FLATTER

FOR A MIN. 4'-0"


2H:1V OR FLATTER

FOR A MIN. 4'-0"


PAY LIMIT FOR APPROACH GUIDE RAIL TRANSITION TL-2SEE DETAIL BELOW FOR PARAPET

REINFORCEMENT TYPE A ATTACHMENT

GUIDE RAIL ATTACHMENT - NEW CONSTRUCTION - DESIGN SPEED 45 MPH OR LESS (MASH TL-2)

F SHAPE BARRIER PARAPET (WITH ROADWAY CURBING ON APPROACH)

BD

C1

7D

-0

2-N

EW

SH

EE

T

BD

C18D

-05- R

EV

IS

ED

SE

CT

IO

N D

-D

& D

'-D

' D

IM

.

Documents

TABLE OF CONTENTS - SHEET 1...LIMITS OF PLACING EMBANKMENT AND I-9 SOIL AGGREGATE CD-203-1.2 BENCHING DETAIL CHAIN-LINK FENCE CD-605-2 CD-602-10.1 CD-602-10.2 CONCRETE HEADWALL CONCRETE