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8. Comer. am, and pull poet options: steel posh may be driven in bcat a s approved by the Engineer. Driving wig not be permitted
(1) Galvanized steel pipe, Schedule 40— 2' nominal da. galvanized at the rob of in sandy eons. Mven posts shall be set to a minimum depth of 3' for fences up through 6
1.8 oz/sf: AM A53 Table X2, ASTM F1083, and MSHTO Mill in height, and, for each t' of fence height above 6' the posts droll be set on additional 6 in
(2) Ahsrdnun tooted steel ppitpe— 2' nominal da. coated al the rote of 0.40 et/*. depth. Posts shag be protected to prevent damage from drivng. Damaged posh than be repaired
Spec. Subarticb 966-1.5. not reploced directed by the Engaeer addition cost to the Department.
or removed a a direr without - ..
(3) Numinum allay pipe
2�nomind dig: ASIM B241 or B221, Alloy M, TB (d) Pods mounted an concrete structure a d rock shall be mounted in accordance with Bat Dose
(4) Resistance welded steel pipe— 2' nominal da.: ASIY F669 Fight vdutrid fence; plate detail 'Fence Mounting On Concrete Endwalls And Retaining Wall', Sheet 2; or, by embedment
and, coatings for Group 1C materials: ASM F1234. in accordance nth ySfM F 67 Subsection 4.5.
C. Rag options 1 End, put and comer pod assemblies shag be set lo concrete of detaned above for al sal conditionsnormal alb (1) Galvanized steel pipe, Schedule 40—i` ggaahvNied at the rate of other than solid rock. Posts rflhio assemblies the we located on concrete structures or solid rock
1.8 oz/sf: ASTM A53 Table X2 ASTM F1083, and M%M MI II. than be set by base plate or by embedment as prescribed under (d) above for Ace posh.
2 Nurninun cooled steel f nominal da. cooled at the rate of 0 40 Ot of an additional 3' in depth far each 1' of fence
{) qprk— k / � tine oM assembly ports sal kr concrete Doses doll tb set
Spec. Suborticie 966—IS height greater than 6'.
(3) Aluminum dloy pipe— V nominal dig ASTM 8241 or 0221, May 6063, TO.
(4) Resistance welded steel pipe— V nominal ft ASTM F669 light il�AW We B. Pug posts than be used at 1lreab in vertical grades of 1S ar more, a at approximately 350 center
M.APPUCA81 E .
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a 3 _...EXECUTION .. rt .
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. _ c rdance with: the,
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-NOT _ 3.01 1N T�i a i'c
x - s instructions' -and recommendatrons and in
Restrained Length In Feet Each Side of
Restrained Length In ' Feet_ For Reducer -
PIPED.
DIAMETER
(INCHES)
'I. P, :
PIPE
DIAMETER
<INCNEs),
90`
45•
221/=
'/ It •
90•
45•
221/,
11 14*
3» '
4"
e"
8" ;
to"
12
16"
20"
24"
30"
g" :'
30'
15'
10'
S'.
40'
20'
10'`
S' `
3"
0
0 !
O
. 0
0
O
0
0
0
4"
35'
15'
10' .
5' `
55'
25':
'15'
10'
4"
40'0
0;'
0
O
0
0 '
0
0 ,
0
8"
55'
25'
10'
S'
80'
35'
20' :
10' ,
6" °
50'
45'
0
0
p
0
0
0
-0
0
30';
15'
30'
90'
40'
20'
10'
8"
75'::
70'
40'
0 .
0
0
0 :.
0
0
0
10"<
80'
35'
20'
10'
110'
50'
25`
15',
10"
95'
90'
70'
40'"
0
0
0
0
0
0
12"
95'
401; ,
20'
10'
130'
55'
30,
15' '
12"
120'
115'
100'
75'
40'
0
0 .
0
0
0
18"
120'
50'
25'
15'
165'
70'
35'
:20'
16" ,
160'
155'
140' :
125'
100'
70'
O
0
0
0
20", `
150'
65'
30'
15'
200'
85' •
400.
:'20'
20" .'_
200'
195'
185'
170'
150'
130'
75'
0
0 `
0
24"
180'
70"
35'
20'
210'
90'
45' '
25'
24"
160'
155'
150'
140'
135'
120'
90'
BO'
O
0 '
30"
190'
80'
40'
20'
250'
105'
50'
25' :
30"
195'
190,
185,
180'
170'.
160'
120'
105'
70'
0
38"
220'
95'
45'
25'
0
0 `.
O `
0 _
38"
225'
220'
215'
210'
205,
195'
180'
150'
125'
70'.
42"
245'
105'
50,
25'
0
0
0
0
42"
245'
240'
235'
230'
225'
220'
205'
180'
155'
105'
48"
260'
120'
60'
30'
0
0
° 0
O
48"
255'
250'
245'
240'
235'
230'
215'
195,
175'
125'
Restrained lengths for valves, dead ends and
branches from tees -shalt be the .same ;as for
90• (degree) bends
Length of restrained .,Joint for .larger diameter pipe
PIPE 512E
STEEL CASING
MINIMUM
WALL THICKNESS
4
12
.188
6
14
2
8
16
.250 .
10
18
.250
12
ZD
.250
160
24
.250
20
.312
24'
36
.375
30
42
.500
36
48
.562
42
6w
.625
48
72
.625
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