LOW PROFILE BARRIER CURB TYPE 1 (CAST-IN … profile barrier curb details plot 1 1 1 dummy joint...

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.

REGIONAL ADM. REVISION DATE BY

SHEET

OF

SHEETS

Washington State

Department of Transportation

P.E. STAMP BOX P.E. STAMP BOX

DATE DATE

LOCATION NO.CONTRACT NO.

JOB NUMBER

REGION

NO.

STATE FED.AID PROJ.NO.

WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

2:56:31 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-3) Low Profile Traffic Curb Type 1\GD-3.dgn

Plot 1

1

1LOW PROFILE BARRIER CURB DETAILS

DUMMY JOINT

OBLIQUE VIEW

TYPICAL SECTION

20°

ELEVATION

PLAN

(CAST-IN-PLACE)

LOW PROFILE BARRIER CURB TYPE 1

EXPANSION JOINT (TYP.) DUMMY JOINT (TYP.)FILLER AT EXPANSION JOINT

1/2" (IN) PREMOLDED JOINT

CURB

FACE OF BARRIER

NOTES

ALL BENDS ARE 2" (IN) RADIUS.

ALL DIMENSIONS ARE OUT TO OUT.

BENDING DIAGRAM

10"

1’ - 1

0"

4"

1 # 4 # 42

9"

10"

3/4" 3/4"1/2"

3/4"

CURB

FACE OF BARRIER

36’ - 0" MAXIMUM BETWEEN EXPANSION JOINTS

12’ - 0" MAXIMUM BETWEEN DUMMY JOINTS

1’ - 3"

36’ - 0"

21 # 4 AND # 4 @ 1’ - 6" MAXIMUM SPACING 4"4"

2" CLR.

(TYP.)3 # 4

# 432

2’ - 0" MIN. LAP SPLICE (STAGGER SPLICES)

3 1/2"

CL

R.

2 E

QU

AL

SP

AC

ES

2’ - 8"

2 1/2"

CL

R.

GD-3

1’ - 3"

7"8"

1’ - 2"1"

2’ - 8"

1’ - 8"

1’ - 0"

1’ - 8"

(TYP.)

2" CLR.

1" (IN) R. (TYP.)

ROADWAY

TOP OF

@ TOP OF ROADWAY

FACE OF BARRIER CURB

ROADWAY

TOP OF

# 42

# 41

CLASS 4000

CONCRETE

# 4

(TYP.)

3

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

2:57:01 PM


Plot 1

1


GD-4

EXPANSION JOINT (TYP.) DUMMY JOINT (TYP.)FILLER AT EXPANSION JOINT

1/2" (IN) PREMOLDED JOINT

36’ - 0" MAXIMUM BETWEEN EXPANSION JOINTS

21 # 4 AND # 4 @ 1’ - 6" MAXIMUM SPACING 4"4"

3 # 4

3 1/2"

CL

R.

2 E

QU

AL

SP

AC

ES

2’ - 8"

2 1/2"

CL

R.

1’ - 8"

ROADWAY

TOP OF

@ TOP OF ROADWAY


CLASS 4000

CONCRETE

20°

NOTES



BENDING DIAGRAM

10"

1’ - 1

0"

4"

1 # 4 # 42

9"

10"

DUMMY JOINT

(CAST-IN-PLACE)

LOW PROFILE BARRIER CURB TYPE 2

3/4" 3/4"1/2"

3/4"

OBLIQUE VIEW

TYPICAL SECTION

ELEVATION

PLAN

CURB

FACE OF BARRIER

CURB

FACE OF BARRIER

12’ - 0" MAXIMUM BETWEEN DUMMY JOINTS

1’ - 3 1/2"

# 432

2’ - 0" MIN. LAP SPLICE (STAGGER SPLICES)

36’ - 0"

2" CLR.

(TYP.)

1’ - 4 1/2" 2" CLR.

(TYP.)

3 1/2"

(TYP.)

3 # 4

# 42

(TYP.)

3/4" (IN) CHAMFER

# 41

1 1/2"

1’ - 3 1/2"

1’ - 2"

6"9 1/2"

2’ - 8"

1’ - 8"

1’ - 0"

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

2:57:42 PM


Plot 1

1


GD-5

NOTES



BENDING DIAGRAM

12’ - 0"

ELEVATION

PLAN

ELEVATION VIEW

INSTALLATION DETAIL

(PRE-CAST)

LOW PROFILE BARRIER CURB TYPE 3 OBLIQUE VIEW

TYPICAL SECTION

1’ - 0"1’ - 0"

1’ - 6"

7"

CURB

FACE OF BARRIER

1 1/4" (IN) DIAM. HOLE (TYP.) 12"

4" 4"

16"

52°

# 42

1’ - 8"

4"

10"

6"

1’ - 6"

4 1/2" 8 1/2"5"

1/2"

1/2"

(TYP.)

3/4" (IN) CHAMFER

TOP OF ROADWAY

# 42

# 4 (TYP.)1

1’ - 3" 1’ - 3"# 4 ~ 6 SPACES @ 1’ - 6" = 9’ - 0"23" 3"

2" CLR.

(TYP.)

2"

CL

R.

2"

CL

R.

1’ - 8"

1 1/2" CLR.

@ TOP OF ROADWAY


1"CONCRETE CLASS 4000

CURB

FACE OF BARRIER

3’ - 4"

2 # 4

(TYP.)

# 411

# 412

8"~~ 8"~~ 3’ - 4"

2"

~~ (TY

P.)

TO FORM BLOCK-OUT

2x8 LUMBER MAY BE USED

LIFTING NOTCH (TYP.) ~

SECTIONS ARE SET IN PLACE

MORTAR AFTER BARRIER

PLUG OPENING WITH CEMENT

HEAD AND 2" (IN) DIAM. WASHER

ANCHOR PIN (TYP.) WITH MUSHROOM

1" (IN) DIAM. x 3’ - 0" LONG STEEL 1/4" TO 3/8"

BARRIER SECTIONS

CEMENT MORTAR BETWEEN

CURB TYPE 1 (TYP.)

LOW PROFILE BARRIER

TOP OF ROADWAY

1’ - 6"

MIN.

BARRIER AND ROADWAY

CEMENT MORTAR BED BETWEEN

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

2:58:11 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-6) Low Profile Traffic Curb Nosing\GD-6.dgn

Plot 1

1


GD-6

(SHOWN AT LIMIT OF NOSING)


ALL BENDS ARE 2" RADIUS.

LOW PROFILE BARRIER CURB NOSING

ELEVATION

PLAN DETAIL

TO MATCH MEDIAN WIDTH

PROFILE BARRIER CURB PLACEMENT NEEDED

DESIRED ANGLE REQUIRED FOR THE LOW

SAW CUT END OF NOSING TO ACHIEVE THE 2 1/4" MAX.10’ - 0"

3’ - 0"

1’ - 4"

# 5 (TOP)13

# 5 (BOTTOM)13

LONGITUDINAL

TOP ~ VERTICAL/TRANSVERSE

BOTTOM ~ VERTICAL/TRANSVERSE

BENDING DIAGRAM

MARK LOCATION QTY. SIZE

BAR LIST

1

2

3

6

9

9

# 4

# 5

CURB

FACE OF BARRIER

ISOMETRIC

9’ - 4"

1

2 3

10"

TO

24"

9" TO 26"

9" TO 26"

10"

TO

24"

SECTION A

(SHOWN AT LIMIT OF NOSING)

SECTION B

A B

# 43

TOP OF ROADWAY

3/4" (TYP.)1’ - 2"

# 42

2" CLR.

(TYP.)

1’ - 4"1’ - 3"

3 1/2"

1 # 5 (TYP.)

# 513

# 513

1’ - 3"

3" (IN) R.

3" CLR. 5" CLR.# 4 & # 4 ~ 8 SPACES @ 1’ - 2"2 3

2 1/2"

CLR.

3 1/2"

CL

R.

2’ - 8"

3/4" (IN) CHAMFER

SPACING

#4 @ 12" (IN)

ROADWAY

TOP OF

3’ - 0"

2" CLR.

(TYP.)

2’ - 8"

1’ - 8"

2’ - 10"

(TYP.)

1.60"

# 43

1 # 5 (TYP.)

3/4" (IN) R. (TYP.)

# 42

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

2:58:37 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-7) Type 1 Low Profile Barrier Curb Transition to Traffic Curb\GD-7.dgn

Plot 1

1


GD-7

12’ - 0"

PLAN

ELEVATION

2 1/2"

CL

R.

# 51

A

B

LOW PROFILE BARRIER CURB TRANSITION AISOMETRIC

CURB

BARRIER

FACE OF

CURB

BARRIER

FACE OF

3 1/2" CLR.

4" # 5 ~ 8 SPACES @ 1’ - 5" = 11’ - 4"2 4"

SECTION A

(SHOWN AT LIMIT OF TRANSITION)

SECTION B


1 # 5

ROADWAY

TOP OF

3/4" (IN) CHAMFER


1’ - 0"

1’ - 8"

7" 8"

1’ - 3"

(TYP.)

1" (IN) R.

1’ - 8"

ROADWAY

TOP OF

1 # 5 (TYP.)

2 # 5

FACE OF BARRIER CURB9"

1’ - 2" 1"

5 1/2" 1"

1’ - 6"

6"

1/2" (IN) R.


1 # 5

(TYP.)

1" (IN) R.

ROADWAY

TOP OF

# 52

2 3/4"

6"

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

2:59:02 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-8) Type 2 Low Profile Barrier Curb Transition to Traffic Curb\GD-8.dgn

Plot 1

1


GD-8


B

A

PLAN

ELEVATION

12’ - 0"

CHAMFER

3/4" (IN)

ROADWAY

TOP OF

4" 4"# 5 ~ 8 SPACES @ 1’ - 5" = 11’ - 4"2

3 1/2" CLR.

LOW PROFILE BARRIER CURB TRANSITION B ISOMETRIC

SECTION A


SECTION B


CURB

BARRIER

FACE OF

CURB

BARRIER

FACE OF

2 1/2"

CL

R.

1 # 5

# 51

6"

2 3/4"

1 # 5

(TYP.)

# 52

1’ - 6"

6"

1/2" (IN) R.

ROADWAY

TOP OF

1" (IN) R.


5 1/2" 1"

ROADWAY

TOP OF


1’ - 8"

1’ - 0"

1’ - 4 1/2"

(TYP.)

3/4" (IN) CHAMFER

3 1/2"

2 # 4

1’ - 3 1/2"

1’ - 2" 1 1/2"

6" 9 1/2"

# 4

(TYP.)

1

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

2:59:23 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-9) Low Profile Barrier Placement (Precast)\GD-9.dgn

Plot 1

1


GD-9

SEE CONTRACT

MEDIAN SURFACE TREATMENT ~

A

B

THIS SHEET

SEE TYPICAL JOINT DETAIL ~

GD-6PLAN REFERENCE NO. SEE

LOW PROFILE BARRIER CURB NOSING ~

CURB TYPE 1 (TYP.)

LOW PROFILE BARRIER

PLAN

NOSING WITH LOW PROFILE BARRIER CURB TYPE 1

1.

NOTE

SEE CONTRACT.

FOR BACKFILL AND SURFACE TREATMENT,

GD-3REFERENCE NO.

PLAN TYPE 1 (TYP.) ~ SEE

LOW PROFILE BARRIER CURB

WIDTH ~ SEE CONTRACT

ROADWAY

TOP OF

ROADWAY

TOP OF

(SEE NOTE 1)

SECTION A

1"

MIN.

SECTION B (WIDE)

LOW PROFILE BARRIER CURB PLACEMENT ~ CASE 1

ISOMETRIC

ISOMETRIC

TYPICAL JOINT DETAIL



WITH 3/8" (IN) PREMOLDED JOINT FILLER

FILL OPENING BETWEEN COMPONENTS(TYPE 3 SHOWN)



WITH PREMOLDED JOINT FILLER ~ SEE

FILL OPENING BETWEEN COMPONENTS

THIS SHEET


SEE CONTRACT


CURB TYPE 3 (TYP.)

LOW PROFILE BARRIER

PLAN



(SEE NOTE 1)

1"

MIN.

4" MIN.

(TYP.)


LOW PROFILE BARRIER CURB TYPE 3 (TYP.) ~



Plot 2

1


GD-9a

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

2:59:36 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-9) Low Profile Barrier Placement (Precast)\GD-9.dgn

(NARROW)


C

SEE CONTRACT


CURB TYPE 1 (TYP.)

LOW PROFILE BARRIER

THIS SHEET




PLAN


ISOMETRIC

ISOMETRIC

PLAN


1.

NOTE

SEE CONTRACT.


THIS SHEET




D

SEE CONTRACT


CURB TYPE 3 (TYP.)

LOW PROFILE BARRIER

SECTION C

SECTION D


(TYPE 1 SHOWN)








TOP OF ROADWAY

3’ - 0"

1"

MIN.

(SEE NOTE 1)

1"

MIN.



TOP OF ROADWAY

(SEE NOTE 1)

3’ - 0"

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

3:00:07 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-10) Low Profile Barrier Placement (Cast In Place)\GD-10.dgn

Plot 1

1


GD-10

SEE CONTRACT


A

THIS SHEET


B

OR

ISOMETRIC

LOW PROFILE BARRIER CURB TYPE 1 WITH TRAFFIC CURB

ISOMETRIC

LOW PROFILE BARRIER CURB TYPE 3 WITH TRAFFIC CURB

1.

NOTE

SEE CONTRACT.


SEE

TRAFFIC CURB (TYP.) ~

STD. PLAN F-10.12



LOW PROFILE BARRIER CURB TRANSITION A ~

(TYPE 1 SHOWN)

GD-5PLAN REFERENCE NO.

CURB TYPE 3 ~ SEE

OR

GD-3PLAN REFERENCE NO.

CURB TYPE 1 ~ SEE

LOW PROFILE BARRIER CURB (TYP.) ~

SECTION BSECTION A

PLAN




(TYPE 1 SHOWN)



LOW PROFILE BARRIER CURB TRANSITION A ~

1"

MIN.


(SEE NOTE 1)

GD-3REFERENCE NO.



GD-5REFERENCE NO.



TOP OF ROADWAY TOP OF ROADWAY

(SEE NOTE 1)


1"

MIN.

4" MIN.

(TYP.)

FILE NAME

TIME

DATE

DESIGNED BY

ENTERED BY

CHECKED BY

PROJ. ENGR.


SHEET

OF

SHEETS

Washington State



DATE DATE


JOB NUMBER

REGION

NO.


WASHPLOTTED BY

PLAN REF NO

FletcCo

10/6/2014

3:00:35 PM

S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-11) Low Profile Barrier Placement with Traffic Curb Nosing\GD-11.dgn

Plot 1

1


GD-11



SEE CONTRACT



LOW PROFILE BARRIER CURB TRANSITION TYPE B (TYP.) ~

SEE

TRAFFIC CURB (TYP.) ~

STD. PLAN F-10.12THIS SHEET


A

PLAN

ISOMETRICLOW PROFILE BARRIER CURB PLACEMENT ~ CASE 5

1.

NOTE

SEE CONTRACT.






LOW PROFILE BARRIER CURB TRANSITION B ~

(TYPE 2 SHOWN)

BARRIER CURB

LOW PROFILE

SECTION A

GD-4REFERENCE NO.



TOP OF ROADWAY

1"

MIN.

(SEE NOTE 1)


LOW PROFILE BARRIER CURB TYPE 1 (CAST-IN … profile barrier curb details plot 1 1 1 dummy joint...

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