Pedestrian/Bicycle Railing Or Pipe Guiderail See Index Nos. 851, 861, "

120' Max.
120' Max.
30' Max.
30' Max.
Clear Width
(5' or 6' Std., 4' Min.)
30' Max.
Pedestrian/Bicycle Railing Or Pipe
Guiderail See Index Nos. 851, 861,
A
1
2"
D
5'
D
5'
D
5'
D
5'
D
5'
E
5'
D
D
5'
F
D
D
5'
5'
A
870 & 880
1
2"
5'
.
x
2 Ma
0
.
0
8"
4"
1'
-0"
Return Curb
45°
Rigid Structure; 6" Min. For Turnouts
9"
NOTE: "E" Joint(s) Required When Length Exceeds 30'
Sidewalk
(Total Width May Vary Based
SAWED JOINTS
On Railings Used.)
A
B
C
B
C
B
C
B
C
B
1
2"
A
A
1
2"
Back Of Sidewalk Variations
SIDEWALK WITH EDGE BEAM FOR
SURFACE MOUNTED RAILINGS
Omit Joints On Curb Ramps
8"
4"
Return Curb
A (Signal Pole Or Controller Base, Ex.)
Rigid Structure; 6" Min. For Turnouts
A (Utility Pole, Ex.)
4'
A
OPEN JOINTS
4'
A
A
A
A
A
A
Sidewalk
LONGITUDINAL SECTION
Sidewalk
Turnout
Turnout
Utility Strip
Utility Strip
Turnout Or Side Road
(NOT TO SCALE)
(Full Return Shown)
A
JOINT LEGEND
A-
1
2"
Expansion Joints (Preformed Joint Filler)
1
8"
Dummy Joints, Tooled
1
8"
Formed Open Joints
A
Curb Or Curb And Gutter
A
PLAN
B-
C-
SIDEWALK WITH UTILITY STRIP
Utility
Sidewalk
Strip
3
16"
D-
1
2"
Saw Cut Joints, 1
Deep (within 96 hours) Max. 5' Centers
Varies
G
Varies (5' Min.)
A
.
x
2 Ma
0
.
0
0.02
Back Of Sidewalk Variations
E-316" Saw Cut Joints, 112" Deep (within 12 hours) Max. 30' Centers
F-
1
2"
SECTION AA
Expansion Joint When Run Of Sidewalk Exceeds 120'.
Omit Joints On Curb Ramps
Intermediate locations when called for in the plans or at locations as directed by the Engineer.
A (Signal Pole Or Controller Base, Ex.)
G- Cold Joint With Bond Breaker, Tooled
A
4'
A (Utility Pole, Ex.)
A
SIDEWALK JOINTS
4'
B
A
Turnout
A
A
Sidewalk
A
Sidewalk
NOTES FOR CONCRETE SIDEWALK ON CURBED ROADWAYS
Turnout Or Side Road
1. Sidewalks shall be constructed in accordance with Specification Section 522. Sidewalk curb
G
A
G
Turnout
A
Curb or Curb
And Gutter
ramps shall include detectable warnings and be constructed in accordance with Index No. 304.
Detectable warnings are not required where sidewalks intersect urban flared turnouts.
B
G
(Full Return Shown)
PLAN
SIDEWALK WITHOUT UTILITY STRIP
2. Bond breaker material can be any impermeable coated or sheet membrane or preformed
material having a thickness of not less than 6 mils nor more than 12".
G
Sidewalk
3. For turnouts see Index No. 515.
Varies (6' Min.)
3:
03:
13 PM
Flush-Tooled Edge
.
x
2 Ma
0
.
0
4. Construct sidewalks with 1' thick Edge Beam through the limits of any surface mounted
Pedestrian/Bicycle Picket Railing or Pipe Guiderail shown in the plans.
5/20/2014
SECTION BB
LAST
REVISION
07/01/13
REVISIO N
CONCRETE SIDEWALK ON CURBED ROADWAYS
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CONCRETE SIDEWALK
NO.
310
SHEET
NO.
1of 2
30' Max.
D
5'
D
5'
D
5'
D
D
5'
5'
E
NOTES FOR CONCRETE SIDEWALKS ON UNCURBED ROADWAYS
D
5'
5'
** "E" Joint(s) Required When
1. Sidewalks shall be constructed in accordance with Specification Section 522.
Flexible Pavt.
4"
Length Exceeds 30'
2. Detectable Warnings shall conform to the requirements described in Index No. 304.
Detectable Warnings are not required for sidewalks that run continuous through driveways.
Graded Turnout
120' Max.**
120' Max.
30' Max.
30' Max.
D
A
1
2"
5'
D
5'
D
5'
D
5'
D
5'
E
D
5'
1
2"
D
5'
3. For TURNOUTS see Index No. 515.
30' Max.
30' Max.
F
D
5'
D
5'
1
2"
A
5'
D
D
D
E
5'
5'
D
5'
4. Construct sidewalks with a 1'-0" thick Edge Beam through the limits of any surface mounted
Pedestrian/Bicycle Picket Railing or Pipe Guiderail shown in the plans (see SIDEWALK WITH
A
EDGEBEAM FOR SURFACE MOUNTED RAILINGS detail).
5'
sidewalks shall not exceed 0.02.
8"
6"
5. When driveways are newly constructed, reconstructed, or altered, cross slopes for discontinuous
M in.
4"
Rigid Pavt.
SAWED JOINTS
B
5'
C
5'
B
5'
C
5'
C
4"
Flexible Pavt.
Sidewalk
Graded Turnout
1
2"
A
1
2"
B
5'
C
5'
B
5'
C
5'
B
C
5'
B
5'
C
5'
B
5'
A
5'
C
B
5'
B
C
5'
5'
C
Sidewalk
A
Varies (5' Std.)
1
2"
5'
.
x
2 Ma
0
.
0
Border
Rigid Pavt.
SECTION CC
8"
6"
Shoulder Line
M in.
4"
Driveway
Edge Of Travel Way
OPEN JOINTS
PLAN
LONGITUDINAL SECTIONS
CONTINUOUS SIDEWALK
(NOT TO SCALE)
2' Detectable
JOINT LEGEND
Warning Surface
A-
1
2"
Expansion Joints (Preformed Joint Filler)
1
8"
Dummy Joints, Tooled
B-
C-
C
See Note 5
3
16"
Sidewalk
C
Formed Open Joints
Border
D-316" Saw Cut Joints, 112" Deep (96 Hour) Max. 5' Centers
Driveway
Shoulder Line
Side Road
E-12" Saw Cut Joints, 112" Deep (12 Hour) Max. 30' Centers
F- 12" Expansion Joint When Run Of Sidewalk Exceeds 120'.
Edge Of Travel Way
3:
03:
13 PM
Intermediate locations when called for in the plans or at
locations as directed by the Engineer.
PLAN
5/20/2014
SIDEWALK JOINTS
DISCONTINUOUS SIDEWALK
LAST
REVISION
07/01/13
REVISIO N
CONCRETE SIDEWALK ON UNCURBED ROADWAYS
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CONCRETE SIDEWALK
NO.
310
SHEET
NO.
2 of 2