3. CALTRANS SPEC A85A.pdf

BARBED WIRE POST TOP

GUSSET DETAIL

PLUNGER CUP DETAIL

METHOD OF ERECTING FENCE FOR FILL SLOPEMETHOD OF TYING FENCE TO HEADWALL

4"

1.

2.

3.

8"

4"

2"

PLATES

�" STEEL

5" x 5" section of post with minimum of 8".

4’-0"

SEE DETAIL BELOW

PLUNGER CUP

BELOW

SEE DETAIL

GUSSET

WALK GATE

10’-0" Max 10’-0" Max

STRETCHER BAR

�" x �"

1’-0"

LINE POST CORNER POST

STATE OF CALIFORNIA

DEPARTMENT OF TRANSPORTATION

NO SCALE

CHAIN LINK FENCE DETAILS

�" PLATE

�" Ø HOLE

#5 x 12" REBAR

H E I

G H

T

O F

F E

N C

E

GATE POST

HEADWALL

GATE LATCH

TIE WIRE

LINE POST

LINE POST

VARIES - 10’-0" Max

LINE POST

FILL SLOPE

LINE POST

HORIZONTAL BRACE

T y p6

OUT ALTERNATIVE

CHAIN AND LOCK CUT

NOTES:

BRACE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

CONCRETE

LOCK PIN, Typ

BARBED WIRE, Typ

T y p7

R

RIVETED FLUSH, Typ

�" PLAIN PINRIVETED FLUSH, Typ

�" PLAIN PIN

PIPE GATE FRAME

1�" GALVANIZED

1" Dia

PLUNGER ROD

REMOVABLE CENTER POST

DOUBLE GATE

4.

WITH �" TRUSS RODS

�" TRUSS ROD

�" TRUSS ROD

�" TRUSS ROD�" TRUSS ROD

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

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.

THE ACCURACY OR COMPLETENESS OF SCANNED

TO ACCOMPANY PLANS DATED

for connection at headwall.

See Detail D on Standard Plan A86B for connection at headwall.

See Detail A on Standard Plan A86B

REVISED STANDARD PLAN RSP A85A

R

V I S

D

S T

A N

D A

D

P L

A N

S

P

A

A

6’-0"

5’-0"

8’-0"

10’-0"

NO

YES

YES

YES

YES

1’-6"

3’-0"

3’-0"

3’-6"

4’-0"

HEIGHTS

ALL

(Max)

HEIGHT

FENCE

SLATTED P Fencing dimensions.

See Revised Standard Plan RSP A85 for Chain Link

B B

B is not less than 3 times maximum cross

TABLE

CENTER POST

DEPTH "P" PER

B B

WIRE

TENSION

WIRES

TENSION

3’-6" Min

END POST

10’-0" Max

VARIES

3’-6" Min

END POST

BRACE

HORIZONTAL

�" TRUSS RODS

LATCH

GATE

ROD

TRUSS

ROD

TRUSS

RSP A85 AND MINIMUM PER NOTE 2

TABLE ON REVISED STANDARD PLAN

FOOTING WIDTH "B" PER GATE POST

CENTER POST

MINIMUM PER NOTE 1

PLAN RSP A85 AND

REVISED STANDARD

DIMENSIONS TABLE ON

PER TYPICAL MEMBER

FOOTING WIDTH "B"

MINIMUM PER NOTE 1

PLAN RSP A85 AND

REVISED STANDARD

DIMENSIONS TABLE ON

PER TYPICAL MEMBER

FOOTING WIDTH "B"

REVISED STANDARD PLAN RSP A85

MEMBER DIMENSIONS TABLE ON

DEPTH "L" PER TYPICAL

Singh Sandher Sukhdeep

C74893

12-31-17

8-12-16

SEE NOTE 4

B

STANDARD PLAN RSP A85

TABLE ON REVISED

MEMBER DIMENSIONS

DEPTH "L" PER TYPICAL

PLAN RSP A85

REVISED STANDARD

DIMENSIONS TABLE ON

TYPICAL MEMBER

DEPTH "L" PER

SEE NOTE 3

TENSION WIRE

PLAN RSP A85

STANDARD

ON REVISED

DIMENSIONS TABLE

TYPICAL MEMBER

DEPTH "L" PER

All Rights Reserved c 2017 California Department of Transportation

January 20, 2017

STANDARD PLAN A85A DATED MAY 20, 2011 - PAGE 113 OF THE STANDARD PLANS BOOK DATED 2010.

RSP A85A DATED JANUARY 20, 2017 SUPERSEDES RSP A85A DATED JULY 15, 2016 AND