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vl *CLOCKWISE FROM NB MASTARM ATTACHMENT POINT.
N u Z, CLOCKWISE FROM EB MASTARM ATTACHMENT POINT.
* *'SUMMATION OF NB AND EB WIND LOADS USED SINCE ANGLE BETWEEN MASTARMS IS LESS THAN 90'.
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FOUNDATION DEPTH TABLE
Allowable Lateral
ji' i
� jl�' ;2D 1" NIPPLE
Bearing Pressure
Type
Type II, III and SD mastarm standards.
600
B7
1,200
B 1
1,900
B3
sf
®POLE
IIGNAL ARM
10'
10'
11,
11'
13'
15'
B2
3' SQ.
8'
B4
d
B6
10'
I' 2
NB
4' RD.
8'
8'
9'
9'
b
11'
R OgawgrIF
b
8'
8'
9'
11'
B9
15'
1,500
B11 �h
J
7'
O
8'
0
9'
11.0
4' RD.
7'
7'
7'
8'
1 8'
B10
-
3' RD_
6'
6'
7'
--
13'
-- -
- - - --
°
6'
6'
6'
6'
7'
b
C
6'
6'
6'
6'
7'
_
- --
N
-----------
a -
- - -
2
E
E
Q
I
LEGEND
-- -
- -
-
PRESSURE OF IGOOPSF- RFfEt2 TO THE MARCH 29, 2001
I
a. Vehicle Signal Head
F
_,
F
b. Sign
O
c. Street Name Sign
or
160
_
VERTICAL CLEARANCE
d. Pre -Empt Detector
H
h H
b
10
8
e. Deleted
M GEEOTECH INC_
EB
t e.
MI IMUM: 16' -6"
f. Luminaire
-
-
-
-
-
-
-
_
Q
11.6
MAXIMUM: 18' -6"
g. Pedestrian Signal Head
I
-
-
2
9
11.0
G
g
-
-
h. Cabinet
-
-
-
-
-
-
I
i. Pedestrian Push Button Assembly
LK WASH BLVD
36.0 FT
X
-
PS
-
-
0
-
-
-
j. Handhole
-
-
-
-
H
-
h H
a
N
-
-
-
2
I
LIMITS OF VERTICAL CLEARANCE REQUIREMENT
I
18 +27.0
I�
2'-0"
o 00
J
I
ROADWAY
MIN.
TYPE 11
TYPE III TYPE IV
TYPE V
CURB OR EDGE OF SHOULDER
MAST ARM
COMBINATION LIGHTING STRAIN POLE
COMBINATION LIGHTING
SIGNAL STANDARD AND MAST ARM STANDARD
AND STRAIN
TYPE SD
SIGNAL STANDARD
POLE STANDARD
SPECIAL DESIGN STANDARD
FOUNDATION DEPTH TABLE
Allowable Lateral
Foundation
XYZ (Cubic feet)
Bearing Pressure
Type
Type II, III and SD mastarm standards.
600
1900
1,200
1,500
1,900
2,300
sf
®POLE
IIGNAL ARM
3' RD.
10'
10'
11,
11'
13'
15'
1,000
3' SQ.
8'
8'
9'
9'
10'
11'
NB
4' RD.
8'
8'
9'
9'
10'
11'
R OgawgrIF
3' RD.
8'
8'
9'
11'
13'
15'
1,500
3' SQ.
7'
7'
7'
8'
8'
9'
11.0
4' RD.
7'
7'
7'
8'
1 8'
9'
-
3' RD_
6'
6'
7'
11'
13'
15'
2,500
3' SO.
6'
6'
6'
6'
7'
7'
4' RD.
6'
6'
6'
6'
7'
7'
This table is based on a phi value of 26 degrees. For double mastarm standards,
use the larger XYZ value for foundation depth selection.
NOTES
Ol MOUNTING COUPLING INSTALLED
AT OFFSET DISTANCE INDICATED
IN CHART.
ALTERNATE NOTE 1
FOR TYPE N MOUNT ONLY
DRILL 1" HOLE IN MAST ARM AND
INSTALL PLASTIC SPLIT BUSHING
FOR CABLE ENTRANCE.
O2 FIELD INSTALLED_
O3 ANY 1" NIPPLE NOT USED FOR
OPTICOM DETECTOR WILL HAVE A
METAL PLUG INSTALLED,
T-2882048
Yee- 01 / ® -mp
SEE CITY OF RENTON STANDARD PLANS, PAGES
J022, J023, AND J029 FOR FOUNDATION DETAILS.
R%"OLL 176 FR' 245
ers�o?!R.T.6� CHECK FOR COMPLIANCE
�. ='F Was'• -;c'
TO CITY STANDARDS
°.° wNir f�
T. o�µ DATE - o -o
i sF 3ss35
1ST �o i21" DATE
FS•.�ER . -�j
DATE
-IFOZ Imo' T�
EXPIRES 12/20/03
i
-'O T SCANNcr) CFP 1 2 200_ 9
s 9
SIGNAL STANDARD DETAIL CHART
STD.
NO.
CLOCKWISE T
S A C
�5 p-F H'ME
F.
SIGNAL MAST ARM DATA
GPI. FROM a.
G t
POLE ATTACHMENT POINT ANGLES d
(�)
FOUNDATION
DtrTHS(Fr)
90'
OFFSET DISTANCES (FT) (Z) (POLE TO ATTACHMENT POINT)
YPICAL E7
.a
®POLE
IIGNAL ARM
TYPE
Al A2
TFACHMENT POINT
B1 B2 B3 B4 B6 B7 B9 610 B11
TOTAL(FT) 3
AF! HANDHOLES
D E7 E2 E Gl G2 H 11 I2
3' RD 3' SQ 4' RD
0' 180
AT 1800
POLE ORIENTATION
so 0
O v
ANGLE (P.O.A.)
NB
270'
DEGREES CLOCKWISE
FROM OFFSET LINE
-
0 BASE PLATE 0
22.0
TO 0° POINT
R OgawgrIF
-
16.0
-
LOCATION STATION
POLE ORIENTATION AND ATTACHMENT POINT DETAIL
Yee- 01 / ® -mp
SEE CITY OF RENTON STANDARD PLANS, PAGES
J022, J023, AND J029 FOR FOUNDATION DETAILS.
R%"OLL 176 FR' 245
ers�o?!R.T.6� CHECK FOR COMPLIANCE
�. ='F Was'• -;c'
TO CITY STANDARDS
°.° wNir f�
T. o�µ DATE - o -o
i sF 3ss35
1ST �o i21" DATE
FS•.�ER . -�j
DATE
-IFOZ Imo' T�
EXPIRES 12/20/03
i
-'O T SCANNcr) CFP 1 2 200_ 9
s 9
SIGNAL STANDARD DETAIL CHART
STD.
NO.
FIELD LOCATION
MOUNTING
HEIGHT FT
( )
SIGNAL MAST ARM DATA
LuM.
wRM(Er)
POLE ATTACHMENT POINT ANGLES d
(�)
FOUNDATION
DtrTHS(Fr)
REMARKS
OFFSET DISTANCES (FT) (Z) (POLE TO ATTACHMENT POINT)
2
WINDLOAD AREAS FT X Y�
(X)(Y)(Z)
®POLE
STATION OFFSET LT RT P.O.A.
TYPE
Al A2
B1 B2 B3 B4 B5 B6 B7 B9 B10 B1 1
B1 B2 B3 B4 B6 B7 B9 610 B11
TOTAL(FT) 3
C
D E7 E2 E Gl G2 H 11 I2
3' RD 3' SQ 4' RD
NB
1
-
22.0
-
10.5
-
16.0
-
-
-
-
8.0
9.3
-
11.6
-
-
-
-
-
11.0
420
-
O
-
150
-
-
270
_
_
FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEAIMIG
1
LK WASH BLVD
35.5 FT
X
0
SD1
-
I
I
I
PRESSURE OF IGOOPSF- RFfEt2 TO THE MARCH 29, 2001
17 +59.0
_,
160
_
10
8
8
M GEEOTECH INC_
EB
t e.
9.5
-
-
-
-
-
-
-
-
4.5
11.6
-
-
-
-
-
-
-
11.0
TOTAL- ---
-
-
5S-
-
-
-
-
-
-
WC�LTAN
FOR METHODS PEAT
FOR METERED_
LK WASH BLVD
36.0 FT
X
-
PS
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
18 +27.0
®3
DELETED
H�,
LK WASH BLVD
38.0 FT
X
0
III 1
'a'&
40
36.5
-
25.5
-
31 .0
-
-
-
20.0
15.0
9.3
-
9.3
-
-
-
-
1 1.0
825
10
0
0
-
FUMBAIM DEPIt6 BASID ON AN A110ffilRt= I P t1
t000PSF � m TfE MARCH 2% 2001 GE01ECHMM RMCIRF FROM
17 +43.0
18
-
90
180
135
-
( 270
70
8
8
FROM GEOTECH CONRIUANIS, INC. FOR MERIODS N7ffN PEAT OR GROLM
SB
t
�'g
13.0
-
5.0
-
9.0
-
-
-
-
-
9.3
-
9.3
-
-
-
-
-
170
-
-
9 70*
_
_
_
FOUNDATION DEPTHS BASED ON AN ALLOWABLE BEARING
5
SOUTHPORT BLVD
25.0 FT
X
0
SD
8.5
40
2
2
-
I
-
_
PRESSURE OF 1000PSF, REFER TO THE MARCH 29, 2001
1 +41.0
1
-
3
14
4
REPORT FROM GGROUN CONSULTANTS, INC.
FOR
1'16
EB
t 8.5
42.0
-
34.0
-
24.0
29.5
18.5
-
-
9.3
-
9.3
-
9.3
9.3
-
0
0
-
-
-
-
135
-
17
9
FOR NENi00.S WHEN PEAT OR GROUND WATER ARE
N DS
SOUTHPORT BLVD
21.0 FT
X
-
PS
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
_
1 +85.0
_
_
_
_
_
_
_
_
_
_
_
_
_
_
-
-
7
SOUTHPORT BLVD
35.5 FT
X
-
PS
-
1+82-5
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
8
SOUTHPORT BLVD
44.5 FT
X
-
PS
-
1 +66.0
9
SOUTHPORT BLVD
40.5 FT
X
-
PS
-
1 +12.0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
10
SOUTHPORT BLVD
56.5 FT
X
-
LUNINAIR
-
40
0 +47.0
POLE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
12
0
0
-
0
r27.)
Yee- 01 / ® -mp
SEE CITY OF RENTON STANDARD PLANS, PAGES
J022, J023, AND J029 FOR FOUNDATION DETAILS.
R%"OLL 176 FR' 245
ers�o?!R.T.6� CHECK FOR COMPLIANCE
�. ='F Was'• -;c'
TO CITY STANDARDS
°.° wNir f�
T. o�µ DATE - o -o
i sF 3ss35
1ST �o i21" DATE
FS•.�ER . -�j
DATE
-IFOZ Imo' T�
EXPIRES 12/20/03
i
-'O T SCANNcr) CFP 1 2 200_ 9
s 9