HomeMy WebLinkAbout1704-36Line post
Horizontal brace with Truss rod may be used
as on alternate to a Diagonal brace
Z Diagonal brace Tension wires
10 1
END AND CORNER ` MOP --
POST ASSEMBLYJ
2'-6" for fabric less than 60'11 high
S -O" for fabric 60 of and over.
6"or as specified
or shown on
detail plans
(See note below)
R/W
K4
0 -W 0
P C Concrete
10
Not less than 3 times max. cross
section of post with min - of 8 Il!!!//
2'- 6 " f or fo bric less than 60 " h ig h
3'-0" for fabric 60 of and over. ----
R/W
6"or as specified
or shown on
detail plons
(See note below)
OTHER FREEWAYS.
HIGHWAYS
NOTE: Offset to be 2'-0" at monument locations,
measured at rt. angles to R/W lines.
Taper to achieve offset to be at least 20' long
for CL fence and 24' long for BW and WM.
FENCE LOCATION
Brace to be removed of ter all
other fence construction is
completed unless otherwise
directed by the Engineer.
Line post
Brace
!V
8' Max.
.Horizontal brace with Gate Panel
341 Steel Truss rods Vertical
8 Gate post stay
11111111V. 4; W. &I W&I W, &I W, &I W, &V. I §
rp.4 I �w 4ft "M W a Wft -,& -,ft�
P_ L111111111dr, !01:10
AIV - *:*w ]PIP10P91,
0
P_ NrU ,
100
Truss //Len
,gth as specified
rods Pdd0hPWPP I 1 0 .40
Line posts at 1000'max. intervals
braced and trussed in both directions.
except that this brocing and trussing
may be omitted when the fabric is
stretched by equipment -
Type CL- 4 = 48" fabric.
Type C L - 6 = 72 " fabric.
TYPICAL MEMBER D.IMENSIONS
HEIGHT
LINE POSTS
ENDLATCH Ek CORNER POSTS
BRACES
-ROUND
(I.D.)
H
ROLL
FORMED
ROUND
(I.D.)
ROLL FORMED
ROUN D
(I.D.)
H
ROLL FORMED
C3
D
4 11
10.79
6' and
Less
I/
2
I x 15/i
7/if
of
2 X I Iql
2"
I I
3114 `x 3 /i
2
2 " x 1
of
1 lz
4
I I/. 5
2 X I Y16
1
15/8. X 1 /4
3 11
1 Y� X
Over
L 6
2
1
so of
2 'Z x 2
4
211 x 13Z ll
4
21 /i
I I
I x 3 1/
3 yi 2
I of
2 /i x 2 1
/i
INI
I
14
I of 5
lyi x 1 Y16",
M
of 1
8 Xly
15/1 4
1 3 I'll
4 X 1
NOTES
I The above table shows examples of post and brace sections which may comply
with the. Specifications.
2. Sections shown in the tables must also comply with the strength requirements
and other provisions of the Specificotions.
3. Other sections which comply with the strength requirements and other provisions
of the Specifications may be used on approval of the Engineer. -
4. Options exercised shall be uniform on any one project.
5. Dimensions shown are nominal.
Latch post
Diagonol brace or
Horizontal brace with
Truss rods
10I,
\W1 0
. 41 .
U
10
ro accomponyolons dated j�.Uqq5j 9, 10)?
DISTRICT
- NOT
Ep
'SI Mfle% _ To.fol P.0 rr 0 %* I T
TuTft
39
R11,
cc) 8 IRS, a"
R, T2_
0
CR3 3G
Fria
Chief. Off Ice of PlanWg ond Design
Reglsftred Civil Engineer No. 8872
A April 22,1976
Approved.
I
GATE POST
FENCE
GATE
NOMINAL
WEIGHT
HEIGHT
WIDTHS
I.D.
PER FOOT
Up thru 6 1
21/2 11
4.95
Over 6'thru 121
4 11
10.79
6'-O"and
L ess
10ver 12'thru 18'
5
14.62
Over 18'to
24' Max.
6
18697
Up thru 6'
3
7t58
1 21
Over 6 thru I .
5
14962
Over
61
Over 12'thru 18'
6
18*97
Over 18'to
4 1 Max.
8
28.55
NOTE:
Above post dimensions and weights are minimums.
Larger sizes may be used on approval of Engineer.
IJ
11
NOTE:
This plan sheet supersedes plan sheet A78-7 page 29 of the
Standard Plans dated January, 1975. (See Standard Plan SDA78-B
for Barbed Wire and Wire Mesh Fence details)
A. B`U I L T
B
SPECIAL DETAILS
NO CORRECTIONS THIS SHEET
CHAIN LINK FENCE
SDA78�A