HomeMy WebLinkAboutT-3409080
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* IF E1 OR E2 SIGNAL ARM
IS NOT NINETY DEGREES
TO THE ANCHOR BOLT
PLATE, THEN SPECIAL
DESIGN POLE
E1 POLE ORIENTATION
POLE ORIENTATION ANGLE
(P.O.A.) DEGREES CLOCKWISI
FROM OFFSET LINE TO POLE
ORIENTATION LINE (SETS
ANCHOR BOLT ORIENTATION)
N
�o
LOCATION
TYPE
o..
SIGNAL MAST ARM DATA
LUMINAIRE
ARM(FT)
®o of
W
REMARKS SIGN
LEGEND
� 3a
TO ATTACHMENT POINT
WINDLOAD AREAS (FT (X)(Y)
-
STATION
OFFSET
E-4
Al
A2
o
� �
B3
B4
B5
86
s
a
E
m E
O
311
HIV
=
B2
B3
B4
J_
B7
B9
B10
611
a�
C
w
94 A
�a
s
o.w
i N ..W
a
a
a
w
0
IS,
*90°
ATTACHMENT
90° POINT
ALL HANDHOLES
AT 180° FROM Et
0° 180°
270°
O ANCHOR BOLT PLATE O
1
E2
4pgO90• LOCATION STATION
�Gy y
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL
DRAIN TUBE -
3/4" CHAMFER
UNPAVED
1
SURFACE \ N
CLASS 3000
CONCRETE -
8 NO. 8 BARS
EQUALLY SPACED
u u- I _u D_
HOOPS, RD.�
2 1/2 OR R SQ. AT 1' -0'
CLR APPROX. CTRS.
3' SQ. OR RD., OR 4' RD.
FOUNDATION DETAIL
GROUT PAD THICKNESS -
NUT HT. +1" MAX
PAVED
SURFACE
I
F;
z
0
a
N
Z
c O
N U �
i
2
TYPE PPB
PPB POST
HO UTAM "E NE
CDR STD. PLAN G022
60"
NE 4 TH ST 1 18"
COR STD. PLAN G022
SIGN DETAILS
TYPE PS
PED. HEAD
STANDARD
0
G 9 9 G
2
10' -0"
i i
I I
2
TYPE I
VEHICLE HEAD
STANDARD
in
LEGEND
a. VEHICLE DISPLAY
b. SIGN
c. STREET NAME SIGN
d. PRE -EMPT DETECTOR
npi crcn (in_oo_an1
TYPE II
MAST ARM
SIGNAL STANDARD
PER COR STD. PLAN JR -30
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
PER COR STD. PLAN JR -30
TYPE IV
STRAIN POLE
STANDARD
COMBINATION
LIGHTING AND STRAIN
POLE STANDARD
1 11\
TYPE SO
SPECIAL DESIGN STANDARD
SIGNAL STANDARD DETAIL CHART
STD.
PFIELD
LOCATION
TYPE
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM(FT)
POLE ATTACHMENT POINT ANGLES (DEG)
FOUNDATION
DEPTHS (FT)
REMARKS SIGN
LEGEND
OFFSET DISTANCES (FT.) (Z) (POLE
TO ATTACHMENT POINT
WINDLOAD AREAS (FT (X)(Y)
(X)(Y)(Z)
STATION
OFFSET
LT.RT.P.O.A.
Al
A2
B1
B2
B3
B4
B5
86
87
89
B10
311
B1
B2
B3
B4
B6
B7
B9
B10
611
TOTAL FT'
C
D
Et
E2
F
G1
G2
H
11
12
3'RD.
3'SQ.
4'RD.
-
1
10 +63.06
31.7'
x
90°
11
17.0
35
60 *
60
56.5
-
44
52 *
-
40
-
13
9.2*
7.5
11.4
-
9.2*
-
9.2
-
12
1551
-
0
0
-
-
180
-
135
270
-
13
7
7
HOQUTAM AVE
2
10 +66.89
27.3'
x
0°
Ill
19.0
35
25 *
25
19
-
15
10
-
-
-
4
9.2*
5.0
9.2
-
9.2
-
-
-
8
529
20
-
0
-
-
270
-
135
0
-
6
6
6
NE 4th ST
3
9 +44.76
32.8'
x
90°
111
17.5'
35
52 *
52
48.5
-
38
43 *
-
32
-
13
9.2*
7.5
11.4
-
9.2*
-
9.2
-
_
12
1393
20
0
0
-
-
90
180
135
0
270
11
6
6
HOQUTAM AVE
4
9 +46.01
31.0'
x
0°
I
18.5'
35
30 *
30
24
-
19
15
-
-
-
9
9.2*
5.0
9.2
-
9.2
-
-
-
8
932
-
-
0
-
-
90
-
135
0
-
7
6
6
NE 4th ST
5
10 +54.53
46.5'
x
-
PS
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
6
10 +39.10
1 49.8'
1
-
I -
1 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
7
9 +59.06 1
45.3'
1 x
* FUTURE SIGNAL HEAD
NOTES
w lO MOUNTING COUPLING INSTALLED AT
OFFSET DISTANCE INDICATED IN CHART
O2 FIELD- INSTALLED
O3 CAP TENON FOR FUTURE SIGNAL HEAD
ALTERNATE NOTE 1
(FOR TYPE N MOUNT ONLY)
DRILL 1" HOLE IN MAST ARM
AND INSTALL PLASTIC SPLIT
BUSHING FOR CABLE ENTRANCE
X1'1:
Q/6) /- 31 0?691�"
RECM OM
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