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NOTES
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1D
FOR HEADS ON NEW MAST ARMS, 3 SECTION HEADS SHALL USE TYPE L MOUNTING, 4 SECTION AND
GREATER HEADS SHALL USE TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS.
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O
FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
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30
LOCATION SHALL BE APPROVED BY CITY OF RENTON ENGINEER PRIOR TO INSTALLATION.
4
O
ADVANCE VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR
0
CENTERED ON APPROACH IF LEFT TURN LANE DOES NOT EXIST.
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5O
1' - 0" MIN. TO 2'- 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
X
SHALL BE T - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER TO FACE OF POLE.
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OPLACEMENT
INSTALL IDENTIFICATION TAGS PER COR STD. PLAN 139.
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SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
MIN.
MAX.
HORIZONTAL DISTANCE
FROM SIGNAL HEAD TO STOP LINE
ALL
40'
45'
50'
53' - 180'
3 SECTION 12"
16.5'
17.5'
19.2'
20.9'
22.0'
4 SECTION 12"
16.5'
17.0'
18.0'
19.7'
20.8'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO TOP OF ROADWAY
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (El ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
E2
X a. VEHICLE DISPLAY e. POST MTD. SIGN i. APS PUSH BUTTON 90-
b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE
z
w
Uj C. STREET NAME SIGN g. PEDESTRIAN DISPLAY k. ADVANCE VIDEO DETECTION CAMERA
o POLE ORIENTATION LINE J E1
d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA X (E1 ATTACHMENT POINT)
m. BELL CAMERA ON MAST ARM
z
0
E2
x
x
STANDARD
TYPE
WSDOT
STANDARD PLAN REFERENCES
POLE
FOUNDATION
ELECTRICAL
STANDARD
CURB
PPB
FIXED
J-20.10
J-20.10
0
�
J-20.10
BREAKAWAY
J-20.15
J-20.15
J-20.15
PS
J-20.16
J-21.10
J-20.20
I
J-21.15
J-21.10
J-21.20
II, III, SD
N/A
J-26.10,
J-26.15
N/A
N/A
- ATTACHMENT
POINT
- ALL HANDHOLES AT 180A
FROM E1
- ANCHOR BOLT PLATE
-LOCATION STATION
1p
z n. BELL CAMERA ON LUMINAIRE ARM POLE ORIENTATION - �> °y
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z
0
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z
0
*FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 1,100 PSF (RAPIDRIDE I -LINE
X GEOTECHNICAL ENGINEERING REPORT, PRE -FINAL JULY 2023)
**ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
o *** B13 DESIGNATES A QUEUE JUMP SIGNAL HEAD. MOUNT SPECIAL "BUS ONLY" SIGN BELOW SIGNAL HEAD.
z **** USE T RD. FOR FOUNDATION.
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Z
0
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z
Q
Z
RMA
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0
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z
0
X
3
z
0
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z
JI
X
z
0
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Of
X
0
z
w
CD
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X
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X
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c') 0 "
ANGLE (P.O.A.) ��
DEGREES CLOCKWISE -�-
FROM OFFSET LINE TO
POLE ORIENTATION LINE POLE ORIENTATION AND ATTACHMENT POINT
(El ATTACHMENT POINT)
OT - 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
XYZ ft3
MAST ARM
LENGTH
X Y Z (ft3)
6'
19.8
8'
26.4
10,
33.0
12'
39.6
14'
46.2
16'
52.8
a I Ll
i o i
eochib
<
O O
TYPE PPB TYPE PS
PPB POST PED. HEAD
POLE
TYPE
VEHICLE HEAD
POLE
0
0
POLE AND ALL RELATED HARDWARE /
COMPONENTS SHALL BE PAINTED RAL
9005TX "JET BLACK" UNLESS OTHERWISE
SPECIFIED BY CITY OF RENTON
TRANSPORTATION ENGINEERING.
LOOT:
DMS OR VMS IS NOT
ALLOWED ON THESE POLES.
LUMINAIRE, MOUNTING, SHROUD AND ARM
PER STD PLANS 117.1, 117.3 AND 118.
LUMINAIRE ARM LENGTH PER DESIGN PLANS
27"
27"
2 2 3 B15U
1 B5 4
2
B3 B4 B11 d 1 1 2 2 1
b c B6 B7 B9 B10
b b B12 B13 B14
2 b b
a
a a
a
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
LICENSED STRUCTURAL ENGINEER.
ROADWAY
LIMITS OF VERTICAL CLEARANCE
TYPE 11, III & SD
. NIAI PnI F
11
SIGNAL POLE CHART
SIGNAL MAST ARM DATA
MAST
MOUNTING
LUMINAIRE
FOUNDATION
FIELD LOCATION
ARM
HEIGHT (FT)
(X)(Y)(Z) =
ARM (FT)
POLE ATTACHMENT POINT ANGLES (deg)
DEPTHS (FT)
TYPE
OFFSET DISTANCE - Z(FT) (POLE CENTERLINE TO ATTACHMENT POINT)
WINDLOAD AREAS - XY (FT)2
REMARKS
LENGTH
TOTAL
(FT)
(FT)3
POLE #
STATION
OFFSET
LT.
RT.
P.O.A.
Al
A2
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
Bl l
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
Bl l
C
D
E1
E2
F
G1
G2
H
11
12
L
T RD.
T SQ.
4' RD.
B15
B12
B13
B14
B15
B12
B13
B14
31.5
0
0
24 + 36.9
52.2'
X
0
111
45
16.5
35
45
37
26
33.5
17.5
5
9.2
9.2
9.2
0
9.2
30
1844
SEE LIGHTING PLAN
0
0
180
15'
31.5
0
****
1A
24 + 66.6
68.7'
X
0
PS
90
180
1 B
24 + 48.4
51.5'
X
0
PS
0
270
P.O.A
MEASURED
2
25 + 69.8
64.3'
X
90
II
46
A" r
45.5
43
37
34.5
40
0
26.5
24
31
16 6
13.5
19.9
9.2
7.5
9.2
7.5
0
9.2
7.5
0
2304
90
270
EXISTING
FROM GRA-LINE.
5
7
1 0.
4
1.8
0
0
9
10.6
6
2A
25 + 87.5
48.6'
X
0
PS
0
2B
25 + 70.5
60.3'
X
0
PPB
270
®3
10 + 49.0
64.5'
X
90
III
50
16.5
35
50
37.5
27
14.5
44
5
9.2
9.2
9.2
7.5
0
30
1702
SEE LIGHTING PLAN
0
0
180
270
180
15'
10,
10,
P.O.A
MEASURED
FROM
3A
10 + 60.6
54.4'
X
0
PPB
0
TAL-B-LINE.
0
SEE LIGHTING PLAN,
®4
24 + 77.1
58.1'
X
0
III
16.5
35
1
19
42
5
8
4
9.2
9.2
9.2
7.5
1596
0
15'
10,
10,
4A
24 + 69.6
52.3'
X
0
PS
180
Q`'
270
4B
24 + 54.1
43.1'
X
0
PPB
0
P.O.A
MEASUREDFROM
GRA-LINE.
4C
24 + 53.2
49.4'
X
0
RRFB
0
2' SQ BY T DEPTH
4D
24 + 34.9
74.7'
X
0
RRFB
0
2' SQ BY T DEPTH
SEE "REINFORCED
P.O.A
G
11 + 57.2
45.6'
X
CONCRETE DRILLED
SHAFT FOUNDATION"
MEASURED
G10+55.5
57.1'
X
ichael Sippo 09/11/2024
T-4214106
DETAIL IN SPECIAL
FROM
TAL-B-LINE.
PROVISIONS APPENDIX.
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AD -READY SUBMITTAL
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(425) 453-5000
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1100 112TH AVE NE, SUITE 500
oacobsBELLEVUE,
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WA 98004
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No.
REVISION
BY
APP'D
DATE
U a_CD
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DESIGNED:
APPROVED:
� W EG��
J. DOW DS BENNETT
G. FRANCO
P.OSUNA
CHECKED:
PROJECT NO:
41141 ww
GISTERti G
SIDNAL
R. JAHNS
E00566E18
CHECKED:
CONTRACT NO:
06/13/2ti
K. CHANG YUEN
CXXXXXXXX
Lla King County
METRO
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
POLE SCHEDULE
S GRADY WAY & TALBOT RD S
DATE:
JUNE 2024
DRAWING NO:
1 TS 1.03D
SHEET NO: OF
390 473