2. CALTRANS SPEC A85.pdf

FENCE LOCATION

FREEWAYS

HIGHWAYS

OTHER

CORNER POST

R/W R/W

HIGHWAY

M a x

1’-0"

1’-0"

10’-0" Max10’-0" Max

10’-0" Max

10’-0" Max

10’-0" Max

10’-0" Max

10’-0" Max 10’-0" Max

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D

P

ROFESSIONA

L

E

N G I

N E

E R

S

T A

TE OF CALIF

ORN

IA

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NO SCALE

CHAIN LINK FENCE

LINE POST

TENSION WIRES

BRACE

BRACE

LINE POST

TRUSS RODS

LINE POST

TENSION WIRES

LINE POST

TRUSS RODS

BRACE

LINE POST

BRACE

LINE POST

TENSION WIRES

DIAGONAL BRACE

STRETCHER BAR

LINE POST

CONCRETE

CONCRETE

THE ACCURACY OR COMPLETENESS OF SCANNED

R

V I S

D

S T

A N

D A

D

P L

A N

S

P

A

CHAIN LINK FENCE ON SHARP BREAK IN GRADE

RODS

TRUSS

RODS

TRUSS

TO ACCOMPANY PLANS DATED

REVISED STANDARD PLAN RSP A85

(SEE NOTE 5)

DETAIL PLANS

OR SHOWN ON

6" OR AS SPECIFIED

(SEE NOTE 5)

DETAIL PLANS

SHOWN ON

SPECIFIED OR

6" OR AS

RODS

TRUSS

8’-0" Max

10’-0" Max 10’-0" Max

VERTICAL STAY

LATCH POSTGATE POST

GATE PANEL

HORIZONTAL BRACE WITH

BRACE

LINE POST

STRETCHER BAR

TENSION WIRES

LINE POST

LENGTH AS SPECIFIED

GATE

CONCRETE

TRUSS TIGHTENERS, Typ

TURNBUCKLE OR

�" TRUSS RODS

Braced line post at intervals not exceeding 1000’

BRACED LINE POST

CHAIN LINK GATE INSTALLATION

BRACED LINE POST INSTALLATION

WITH TRUSS RODS

HORIZONTAL BRACE

DIAGONAL BRACE OR

NO

NO

NO

NO

YES

YES

YES

YES

12"

14"

2’-6"

2’-6"

3’-0"

3’-6"

3’-0"

3’-6"

3’-6"

4’-0"

3 Std

3 Std

3 Std

3 Std

4 Std

5 Std

6 Std

7.58

7.58

7.58

14.60

7.58

9.12

10.80

19.00

12"

12"

12"

14"

18"

20"

4.00"

4.50"

5.56"

6.63"

12"

14"

12"

12"

12"

14"

18"

20"

3� Std

3.50"

3.50"

3.50"

3.50"

(See Notes)

BRACES

TYPICAL MEMBER DIMENSIONS

ROLL FORMED

SECTION

1.35

1.35

1.85

ROLL FORMED

1.875" x 1.625"

(lb/ft)

WEIGHT

OD PIPE

ROUND

(lb/ft)

WEIGHT

(lb/ft)

WEIGHT

6’-0"

(Max)

HEIGHT

FENCE

B (in) L (ft)

SECTION

SECTION

OD PIPE

ROUND

1.35

1.35

1.625" x 1.250"

1.625" x 1.250"

1.625" x 1.250"

1.625" x 1.250"

3.66

1.90"

2.38"

3.662.38"

5.802.88"

3.662.38"

2.38"

2.38"

2.88"

N/A

5.80

3.66 N/A

3.66 N/A

N/A

1.875" x 1.625"

3.250" x 2.500"

3.250" x 2.500"

N/A

N/A

N/A

N/A

2.40

4.50

4.50

2 Std

2 Std

2� Std

2 Std

2 Std

2 Std

2� Std

2.72

3.66

5.80

7.58

9.12

1.90"

2.38"

2.88"

3.50"

4.00"

4.50"

5.56"

6.63" 19.00

10.80

14.60

1� Std

2 Std

3 Std

4 Std

5 Std

6 Std

2� Std

3� Std

5’-0"

8’-0"

10’-0"

5’-0"

6’-0"

8’-0"

10’-0"

NO

NO

NO

NO

YES

YES

YES

YES

2’-6"

2’-6"

3’-0"

3’-6"

3’-0"

3’-6"

4’-0"

3’-0"

14"

12"

12"

14"

18"

20"

8"

10"

SECTION

(lb/ft)

WEIGHT

SLATTED

LINE POSTS

ROUND PIPEROUND PIPE

C l r

GATE POST

USED AS AN ALTERNATE TO A DIAGONAL BRACE

HORIZONTAL BRACE WITH TRUSS ROD MAY BE

9-27-16

2.

3.

4.

5.

1.

6.

NOTES:

Options exercised shall be uniform on any one project.

Specifications may be used upon approval.

Other sections which comply with the strength requirements and other provisions of the

See Revised Standard Plan RSP A85B for Brace, Stretcher Bar, and Truss Tightener Details.

the specifications. Larger or heavier post and brace sizes may be used upon approval.

The table to the right shows minimum sized posts and braces complying with

Sections shown in the tables must also comply with the strength requirements and other provisions of the Specifications.

Offset to be 2’-0" at monument locations, measured at right angles to R/W lines. Taper to achieve offset to be at least 20’-0" long.

Maximum Gate Width is 24’-0".

Larger sizes may be used upon approval.

Above post dimensions and weights are minimums.

B

B

DIMENSIONS TABLE

TYPICAL MEMBER

DEPTH "L" PER

DIMENSIONS TABLE

TYPICAL MEMBER

DEPTH "L" PER

WITH MINIMUM OF 8"

CROSS SECTION OF POST

3 TIMES MAXIMUM

NOT LESS THAN

DIMENSIONS TABLE AND

PER TYPICAL MEMBER

FOOTING WIDTH "B"

DIMENSIONS TABLE

TYPICAL MEMBER

DEPTH "L" PER

POST ASSEMBLY

END AND CORNER

DIMENSIONS TABLE

TYPICAL MEMBER

DEPTH "L" PER

DIMENSIONS TABLE

TYPICAL MEMBER

DEPTH "L" PER

BB

TYPE CL-6 = 6’-0" FABRIC

TYPE CL-4 = 4’-0" FABRIC

B

(lb/ft)

WEIGHT

5’-0"

6’-0"

8’-0"

10’-0"

5’-0"

6’-0"

8’-0"

10’-0"

(Max)

HEIGHT

FENCE ROUND PIPE

SLATTED B (in) L (ft)

OD PIPE

ROUND

SECTION

GATE POST TABLE

DEPTH "L" PER

SECTION OF POST WITH MINIMUM OF 8"

LESS THAN 3 TIMES MAXIMUM CROSS

MEMBER DIMENSIONS TABLE AND NOT

FOOTING WIDTH "B" PER TYPICAL

Singh Sandher Sukhdeep

C74893

12-31-17

1�" Std 2.72

TO ACCOMPANY PLANS DATED

All Rights Reserved c 2017 California Department of Transportation

January 20, 2017

MAY 20, 2011 - PAGE 112 OF THE STANDARD PLANS BOOK DATED 2010.

AND RSP A85 DATED JULY 18, 2014 AND STANDARD PLAN A85 DATED

RSP A85 DATED JANUARY 20, 2017 SUPERSEDES RSP A85 DATED JULY 15, 2016