8
CASE A CASE B MARKED MARKED (SW) TYPICAL DUAL CURB RAMPS (SEE NOTE 1) MIN CROSSWALK CH CASE E CASE D H H CH CASE F 0.5%-2% 0.5%-2% 0.5%- 2% 5 C CASE C 0.5% - 2% X 5 D 0.5% - 2% 0.5% - 2% 0.5% - 2% 0.5%- 2% 0.5% - 2% 0.5% - 2% CROSSWALK X X X X X X C C DIAGONAL CURB RAMP (SEE NOTE 1) SIDEWALK CURB RAMPS HAMID MADANI, P.E. RAFFI MASSABKI, P.E. Electronically signed by Edward Arrington, S.E. on 06/22/2017 BUREAU OF ENGINEERING OFFICIAL RECORD B-4761 Electronically Signed by Ken Redd on 07/03/2017 3:39:23 PM Electronically signed by 21866 on 07/05/2017 at 8:48:26 AM 07/05/2017 R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R S T A T E O F C A L I F O R N I A C I V I L G A R Y L E E M O O R E No. C-49446

SIDEWALK C (SW) C 0.5% - 2% X

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Page 1: SIDEWALK C (SW) C 0.5% - 2% X

CASE A

CASE B

MA

RK

ED

MARKED

(SW)

TYPICAL DUAL CURB RAMPS (SEE NOTE 1)

M

I

N

CR

OS

SW

AL

K

CH

CASE E

CASE D

H

H

CH

CASE F

0.5%-2%

0.5

%-2

%

0.5

%- 2

%

5

C

CASE C

0.5

% - 2

%

X

5

D

0.5

% - 2

%

0.5

% - 2

%

0

.

5

%

-

2

%

0.5

%- 2

%

0

.5

%

- 2

%

0

.5

%

-

2

%

CROSSWALK

X

X

X

X

X

X

C

C

DIAGONAL CURB RAMP (SEE NOTE 1)

SIDEWALK

CURB RAMPS

HAMID MADANI, P.E.

RAFFI MASSABKI, P.E.

Electronically signed by Edward Arrington, S.E. on 06/22/2017

BUREAU OF ENGINEERING

OFFICIAL RECORD

B-4761Electronically Signed by Ken Redd on 07/03/2017 3:39:23 PMElectronically signed by 21866 on 07/05/2017 at 8:48:26 AM

07/05/2017

REGI

STER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

GARY LEE MOORE

No. C-49446

Page 2: SIDEWALK C (SW) C 0.5% - 2% X

CASE G

5

C

5

C

PLAN

ISOMETRIC

TYPICAL JOINTSCASE H

C

5

C

C

C

C

X

BUREAU OF ENGINEERING

OFFICIAL RECORD

B-4761

Page 3: SIDEWALK C (SW) C 0.5% - 2% X

L

EC

R

BCR

C

C

B

C

R

E

C

R

CLEAR SPACE AND BOTTOM COUNTER SLOPE

5

%

M

A

X

8

.3

3

%

M

A

X

2

%

M

A

X

PLAN

-

A

1

-

A

2

-

A1

WHEN DRAINAGE IS NOT A CONCERN

-

A2

SECTION A1

SECTION A2

A

3

A

3

-

A3

SECTION A3

PLAN

CASES B & H

CLEAR SPACE AND BOTTOM COUNTER SLOPE

CASES A, C, D, E, F AND G

-

-

AS DETERMINED BY THE ENGINEER

WHEN DRAINAGE IS A CONCERN

AS DETERMINED BY THE ENGINEER

RADIAL

RADIAL

M

I

N

M

I

N

BUREAU OF ENGINEERING

OFFICIAL RECORD

B-4761

Page 4: SIDEWALK C (SW) C 0.5% - 2% X

FLOWLINE

CURB LINE

DETAIL 5

R

=

1

'

ELEVATION

8.3

3%

M

AX

DETAIL 1 DETAIL 2

DETAIL 3

0.5

%-2

%

DETAIL 4

PLAN

DETAIL 6

5

A

5

B

5

A

5

B

5

A

5

B

5

A

5

B

0.5

%-2

%

0.5

%-2

%

0.5

%-2

%

NOTE: FOR DETAILS 1, 2, 3 & 4 HEREON

SEE TYPICAL JOINTS DETAIL ON SHEET 2

BUREAU OF ENGINEERING

OFFICIAL RECORD

B-4761

Page 5: SIDEWALK C (SW) C 0.5% - 2% X

5%

MA

X

8.3

3%

MA

X

0.5%-2%

SECTION A

SECTION B

SECTION C

5%

MA

X

8.3

3%

MA

X

0.5%-2%

ROUNDED EDGE

TOP OF RAMP

ROUNDED EDGE

TOP OF RAMP

5%

MA

X

1.5%-2%

FULLY DEPRESSED

PARTIALLY DEPRESSED

PL

PL

PL

SECTION D

PROFILE

8.3

3%

MA

X

5%

MA

X

4

6

4

6

2% MAX

1-4

A

1-4

B

1-2

C

1

D

BUREAU OF ENGINEERING

OFFICIAL RECORD

B-4761

Page 6: SIDEWALK C (SW) C 0.5% - 2% X

TYPICAL SECTION T-T

RAISED TRUNCATED DOME

PATTERN (IN-LINE)

DETECTABLE WARNING SURFACE

RAISED TRUNCATED DOME

T T

GROOVED BORDER DETAILDWS EDGE DISTANCE

(DWS) SEE NOTE 6

C

BUREAU OF ENGINEERING

OFFICIAL RECORD

B-4761

Page 7: SIDEWALK C (SW) C 0.5% - 2% X

“ ”

BUREAU OF ENGINEERING

OFFICIAL RECORD

B-4761

Page 8: SIDEWALK C (SW) C 0.5% - 2% X

BUREAU OF ENGINEERING

OFFICIAL RECORD

B-4761