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FOUNDATION DEPTH TABLE
40'
45'
XYZ (CUBIC FEET)
ALLOWABLE LATERAL
MIN.
MAX.
BEARING PRESSURE
FOUNDATION
TYPE 11,111 AND SD MAST ARM STANDARDS
(psf)
TYPE
600
900
1,200
19500
11900
2,300
16.5
3' ROUND
10'
10'
11'
1 1 '
13'
15'
1,000
3' SQUARE
8'
8'
9'
9'
10'
ll'
16.5
4' ROUND
8'
8'
9
9'
10'
E1
E2
3' ROUND
8'
8'
9'
1 1 '
13'
15'
1,500
3' SQUARE
7'
7'
7'
8'
8'
9'
66
4' ROUND
7'
7'
7'
8'
8'
9'
3' ROUND
6'
6'
7'
1 1 '
13'
15'
2,500
3' SQUARE
6'
6'
fi'
6'
7'
7'
952
4' ROUND
6'
6'
6'
6'
7'
7'
THIS TABLE BASED ON A 0 VALUE OF 26'. FOR DOUBLE MAST ARM STANDARDS
WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION
DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE
ARM STANDARDS IF THE ANGLE IS NOT 90'.
3/8 " DIA. PLASTIC
DRAIN TUBE
3/4" CHAMFER
2" CL.
UNPAVED
SURFACE
CLASS 3000
CONCRETE
8 NO. 8 BARS -
EQUALLY SPACED
GROUT PAD THICKNESS=
N UT HT. +1" MAX
PAVED
SURFACE
FOUNDATION DETAIL
NOTES
O1 MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
2O FIELD INSTALLED.
w
0
0
a
Z
0
�I
2 1/2" CL
oL�
pRl ENTATI ON
Q �F
O� E2
X90'
� C
�- O
OV
180'
V
w *90'I -
J
00
z - 90' 270'
Q
~ O
z -El <�
0
0
0 C
.� ANCHOR BOLT PLATE
ti
-ATTACHMENT
POINT
ALL HANDHOLES
AT 180' FROM E1
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
STD. NO. XX
SRXXX, MP XXX.XX -
MANUFACTURER
APPROVED DWG. XXXXXX
FAB. X/XX/XXXX
SIGNAL STANDARD NO.
STATE ROUTE AND
MILE POST NO.
APPROVED DRAWING NO.
FABRICATION DATE
EXAMPLE
STD. NO. 02
SR97, MP 069.09
MANUFACTURER
APPROVED DWG. AB 12345
FAB. 6/14/2002
NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS
FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND
LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION
POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED.
* IF E1 OR E2 SIGNAL ARM IS n
NOT NINETY DEGREES TO THE
ANCHOR BOLT PLATE THEN
SPECIAL DESIGN POLE
ub LOCATION STATION
POLE ORIENTATION ANGLE (P.O.A.)
DEGREES CLOCKWISE FROM OFFSET
POLE ORIENTATION LINE TO POLE ORIENTATION LINE
LINE (SETS ANCHOR BOLT ORIENTATION)
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL
i
2
TYPE PPB
PPB POST
TYPE PS
PED. HEAD
STANDARD
G
TYPE
VEHICLE HEAD
STANDARD
w
0
0
2
C
1
2 2 1
B3 B 2
64 d gg 2 0
b B� B9 h
b 610 B11 �
a 2 E E
I SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE 4 C
1r r OI"Ir
I
b
i
!I H
i
� g <
,H r
j LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 I IE, a �
� �2'-0ff J
ROADWAY I MIN.
TYPE 11
MAST ARM
SIGNAL STANDARD
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
LEGEND
a. VEHICLE DISPLAY
b. SIGN
c. STREET NAME SIGN
TYPE IV
STRAIN POLE
STANDARD
TYPE V
COMBINATION LIGHTING
AND STRAIN
POLE STANDARD
� CURB OR EDGE OF SHOULDER
d. PRE-EMPT DETECTOR g. PEDESTRIAN DISPLAY
e. DELETED (10/22/90) h. CABINET
f. LUMINAIRE i. PPB -M
j. HANDHOLE
TYPE SD
SPECIAL DESIGN �iTANDARD
R-316810
SIGNAL STANDARD DETAIL CHART
40'
45'
50'
53'-1509
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
3 SECTION 12"
16.5
17.5'
16.5
19.2'
16.5
20.9'
16.5
22.0'
B2
B3
64
B5
66
B7
B9
B1 1
61
4 SECTION 12"
16.5
17.0'
16.5
18.0'
16.5
19.7'
16.5
20.8'
D
E1
E2
F
G1
G2
H
11
12
5 SECTION 12"
16.5
17.0'
16.5
17.5'
16.5
18.5'
16.5
19.6'
66
•'
v
0
III
17
39.5
54
1r r OI"Ir
I
b
i
!I H
i
� g <
,H r
j LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 I IE, a �
� �2'-0ff J
ROADWAY I MIN.
TYPE 11
MAST ARM
SIGNAL STANDARD
TYPE III
COMBINATION LIGHTING
AND MAST ARM
SIGNAL STANDARD
LEGEND
a. VEHICLE DISPLAY
b. SIGN
c. STREET NAME SIGN
TYPE IV
STRAIN POLE
STANDARD
TYPE V
COMBINATION LIGHTING
AND STRAIN
POLE STANDARD
� CURB OR EDGE OF SHOULDER
d. PRE-EMPT DETECTOR g. PEDESTRIAN DISPLAY
e. DELETED (10/22/90) h. CABINET
f. LUMINAIRE i. PPB -M
j. HANDHOLE
TYPE SD
SPECIAL DESIGN �iTANDARD
R-316810
SIGNAL STANDARD DETAIL CHART
STD.
No.
SR
No.
SR
MILE
POST
FIELD LOCATION
-rypE
MOUNTING
HEIGHT FT
� �
SIGNAL MAST ARM DATA
LUMINAIRE
ARM FT
POLE ATTACHMENT POINT ANGLES (deg)
FOUNDATION
DEPTHS FT
REMARKS
OFFSET DISTANCES POLE TO ATTACHMENT POINT WINDLOAD AREAS(FT)2(X)(y)(X)(Y)(Z)
(�) (Z) ( � )
STATION
OFFSET
LT.
RT.
P.O.A.
Al
A2
61
B2
B3
64
B5
66
B7
B9
B1 1
61
62
B3
64
B6
B7
B9
61 1
70TAL FT
C
D
E1
E2
F
G1
G2
H
11
12
s• RD.
3• so.
a' RD.
MAPLE VALLEY HIGHWAY (SR169) AND CEDAR RIVER PARK ENTRANCE
1
169
1539+41
66
•'
v
0
III
17
39.5
54
43
49
10
9.2
9.2
6.0
952
12
0
0
90
180
135
0
270
9
7
7
2
169
1540+15
47
�
I
3A
169
1539+93
35
•'
�
0
SD
17
39.5
52*
35
42*
31
24
30*
13
18*
8
9.2*
92
9.2*
9.2
9.2*
9'2
9.2*
g.0
710
1366*
12
0
0
270
135
11
8
8
36
169
17
28
18
22
10
9.2
9.2
9.2
6.0
483
11
8
8
4
169
1539+46
35
,I
v
1
5
169
1539+41
43
�
I
* FUTURE VEHICLE SIGNAL HEAD, INSTALL TENON AND CAP
J. E
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Ob
24043
IST ERS`
/pNA�
EXPIRES: 11/25/