Page 1
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
Page 2
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
2:57:01 PM
S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-4) Low Profile Traffic Curb Type 2\GD-4.dgn
Plot 1
1
1LOW PROFILE BARRIER CURB DETAILS
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
FACE OF BARRIER CURB
CLASS 4000
CONCRETE
20°
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"
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"
Page 3
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
2:57:42 PM
S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(GD) Curbs, Sidewalks, and Driveways Geometric Design\(GD-5) Low Profile Traffic Curb Type 3\GD-5.dgn
Plot 1
1
1LOW PROFILE BARRIER CURB DETAILS
GD-5
NOTES
ALL BENDS ARE 2" (IN) RADIUS.
ALL DIMENSIONS ARE OUT TO OUT.
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
FACE OF BARRIER CURB
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
Page 4
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
2:58:11 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
1LOW PROFILE BARRIER CURB DETAILS
GD-6
(SHOWN AT LIMIT OF NOSING)
ALL DIMENSIONS ARE OUT TO OUT.
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
Page 5
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
2:58:37 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
1LOW PROFILE BARRIER CURB DETAILS
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
(SHOWN AT LIMIT OF TRANSITION)
1 # 5
ROADWAY
TOP OF
3/4" (IN) CHAMFER
FACE OF BARRIER CURB
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.
FACE OF BARRIER CURB
1 # 5
(TYP.)
1" (IN) R.
ROADWAY
TOP OF
# 52
2 3/4"
6"
Page 6
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
2:59:02 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
1LOW PROFILE BARRIER CURB DETAILS
GD-8
FACE OF BARRIER CURB
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
(SHOWN AT LIMIT OF TRANSITION)
SECTION B
(SHOWN AT LIMIT OF TRANSITION)
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.
FACE OF BARRIER CURB
5 1/2" 1"
ROADWAY
TOP OF
FACE OF BARRIER CURB
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
Page 7
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
2:59:23 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
1LOW PROFILE BARRIER CURB DETAILS
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
GD-6PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB NOSING ~
WITH 3/8" (IN) PREMOLDED JOINT FILLER
FILL OPENING BETWEEN COMPONENTS(TYPE 3 SHOWN)
LOW PROFILE BARRIER CURB
TYPICAL JOINT DETAIL
WITH PREMOLDED JOINT FILLER ~ SEE
FILL OPENING BETWEEN COMPONENTS
THIS SHEET
SEE TYPICAL JOINT DETAIL ~
SEE CONTRACT
MEDIAN SURFACE TREATMENT ~
CURB TYPE 3 (TYP.)
LOW PROFILE BARRIER
PLAN
NOSING WITH LOW PROFILE BARRIER CURB TYPE 3
WIDTH ~ SEE CONTRACT
(SEE NOTE 1)
1"
MIN.
4" MIN.
(TYP.)
GD-5PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB TYPE 3 (TYP.) ~
GD-6PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB NOSING ~
Page 8
Plot 2
1
1LOW PROFILE BARRIER CURB DETAILS
GD-9a
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
2:59:36 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)
LOW PROFILE BARRIER CURB PLACEMENT ~ CASE 2
C
SEE CONTRACT
MEDIAN SURFACE TREATMENT ~
CURB TYPE 1 (TYP.)
LOW PROFILE BARRIER
THIS SHEET
SEE TYPICAL JOINT DETAIL ~
GD-6PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB NOSING ~
PLAN
NOSING WITH LOW PROFILE BARRIER CURB TYPE 1
ISOMETRIC
ISOMETRIC
PLAN
NOSING WITH LOW PROFILE BARRIER CURB TYPE 3
1.
NOTE
SEE CONTRACT.
FOR BACKFILL AND SURFACE TREATMENT,
THIS SHEET
SEE TYPICAL JOINT DETAIL ~
GD-6PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB NOSING ~
D
SEE CONTRACT
MEDIAN SURFACE TREATMENT ~
CURB TYPE 3 (TYP.)
LOW PROFILE BARRIER
SECTION C
SECTION D
TYPICAL JOINT DETAIL
(TYPE 1 SHOWN)
LOW PROFILE BARRIER CURB
WITH 3/8" (IN) PREMOLDED JOINT FILLER
FILL OPENING BETWEEN COMPONENTS
GD-6PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB NOSING ~
GD-5PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB TYPE 1 (TYP.) ~
TOP OF ROADWAY
3’ - 0"
1"
MIN.
(SEE NOTE 1)
1"
MIN.
GD-3PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB TYPE 1 (TYP.) ~
TOP OF ROADWAY
(SEE NOTE 1)
3’ - 0"
Page 9
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
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
1LOW PROFILE BARRIER CURB DETAILS
GD-10
SEE CONTRACT
MEDIAN SURFACE TREATMENT ~
A
THIS SHEET
SEE TYPICAL JOINT DETAIL ~
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.
FOR BACKFILL AND SURFACE TREATMENT,
SEE
TRAFFIC CURB (TYP.) ~
STD. PLAN F-10.12
LOW PROFILE BARRIER CURB PLACEMENT ~ CASE 3
GD-7PLAN REFERENCE NO. SEE
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
TYPICAL JOINT DETAIL
WITH 3/8" (IN) PREMOLDED JOINT FILLER
FILL OPENING BETWEEN COMPONENTS
(TYPE 1 SHOWN)
LOW PROFILE BARRIER CURB
GD-7PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB TRANSITION A ~
1"
MIN.
WIDTH ~ SEE CONTRACT
(SEE NOTE 1)
GD-3REFERENCE NO.
PLAN TYPE 1 (TYP.) ~ SEE
LOW PROFILE BARRIER CURB
GD-5REFERENCE NO.
PLAN TYPE 3 (TYP.) ~ SEE
LOW PROFILE BARRIER CURB
TOP OF ROADWAY TOP OF ROADWAY
(SEE NOTE 1)
WIDTH ~ SEE CONTRACT
1"
MIN.
4" MIN.
(TYP.)
Page 10
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
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
1LOW PROFILE BARRIER CURB DETAILS
GD-11
GD-4PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB TYPE 2 (TYP.) ~
SEE CONTRACT
MEDIAN SURFACE TREATMENT ~
GD-8PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB TRANSITION TYPE B (TYP.) ~
SEE
TRAFFIC CURB (TYP.) ~
STD. PLAN F-10.12THIS SHEET
SEE TYPICAL JOINT DETAIL ~
A
PLAN
ISOMETRICLOW PROFILE BARRIER CURB PLACEMENT ~ CASE 5
1.
NOTE
SEE CONTRACT.
FOR BACKFILL AND SURFACE TREATMENT,
TYPICAL JOINT DETAIL
WITH 3/8" (IN) PREMOLDED JOINT FILLER
FILL OPENING BETWEEN COMPONENTS
GD-8PLAN REFERENCE NO. SEE
LOW PROFILE BARRIER CURB TRANSITION B ~
(TYPE 2 SHOWN)
BARRIER CURB
LOW PROFILE
SECTION A
GD-4REFERENCE NO.
PLAN TYPE 2 (TYP.) ~ SEE
LOW PROFILE BARRIER CURB
TOP OF ROADWAY
1"
MIN.
(SEE NOTE 1)
WIDTH ~ SEE CONTRACT