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xBRT-CUD05-T
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MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (E ATTACHMENT POINT)
TO THE ATTACHMENT POINT LOCATION
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E
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
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ATTACHMENT POINT
ALL HANDHOLES AT 180-
FROM E
ANCHOR BOLT PLATE
LOCATION STATION
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POLE ORIENTATION ANGLE (P.O.A.)
DEGREES CLOCKWISE FROM OFFSET
LINE TO POLE ORIENTATION LINE
(E ATTACHMENT POINT)
POLE ORIENTATION AND ATTACHMENT POINT DETAIL
NOTES:
1. TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON
TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING
EXCEPTION: A TYPE B MOUNT FOR A SINGLE PEDESTRIAN
DISPLAY.
SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
HORIZONTAL DISTANCE
FROM STOP LINE
40'
45'
50'
53' - 180'
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
MIN.
MAX.
3 SECTION 12"
5 SECTION DOGHOUSE 12"
16.5'
17.5'
16.5'
19.2'
16.5'
20.9'
16.5'
22.0'
4 SECTION 12"
16.5'
17.0'
16.5'
18.0'
16.5'
19.7'
16.5'
20.8'
5 SECTION 12"
16.5'
17.0'
16.5'
17.5'
16.5'
18.5'
16.5'
19.6'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY
NOTES:
OMOUNTING COUPLING INSTALLED BY FABRICATOR AT OFFSET
DISTANCES INDICATED IN CHART.
OFIELD INSTALLED.
OLOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC
WORKS/TRANSPORTATION ENGINEERING PRIOR TO INSTALLATION.
LUMINAIRE MAST ARM
X Y Z (ft) 3
MAST ARM
LENGTH
X Y Z (ft)3
6'
19.8
8'
26.4
10,
33.0
12'
39.6
14'
46.2
16'
52.8
TYPE PPB TYPE PS
OHEIGHT OF PEDESTRIAN PPB POST PED. HEAD
PUSH BUTTON: 42" STANDARD
OPLACEMENT SHALL BE 2'- 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER;
3'- 0 MIN. FROM FACE OF GUARDRAIL,
4'- 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE
BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN
FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE
OFINAL GRADE SHOULD BE VERIFIED BY TRANSPORTATION MAINTENANCE MANAGER
PRIOR TO FOUNDATION CONCRETE POUR.
PAINT SPECIFICATIONS:
ALL STEEL SIGNAL AND LUMINAIRE PARTS SHALL BE
GALVANIZED. ALL POLE METAL COMPONENTS SHALL BE
FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL
9005 "JET BLACK" WITH A HAMMER FINISH.
f
133
1 1 1 1
1 1 1 1
131 B6
B2 B4
B5
lffi m d 137 B8 B9
k b
a k
a
a a
LEGEND
a. VEHICLE DISPLAY
b. VIDEO DETECTION CAMERA
C. STREET NAME SIGN
d. PRE-EMPT DETECTOR
e. POST MOUNTED SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. TERMINAL CABINET
i. PPB
j. HANDHOLE
k. SIGNAL SIGN
M. PRE-EMPT DETECTOR
n. TSP ANTENNA
H12
C
3 2
O
0
B10
c
2 E I
a
F
2
LF
G
I L
g
Li\1\'�L
0
H h H N
0
ELEVATION IS TO I I I 00
TOP OF FOUNDATION PER SIGNAL
DETAIL CHART CD
1
A2
o. PTZ CAMERA j O
3
ROADWAY CURB OR EDGE OF SHOULDER if if
SEE COR STANDARD PLAN 140 FOR BASE
LIMITS OF VERTICAL CLEARANCE 2 PLATE AND FOUNDATION INFORMATION
TYPE 11, 111 APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING
SIGNAL STANDARD THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD
SIGNAL STANDARD DETAIL CHART
STD
NO
0
STREET
NAME
FIELD LOCATION
POLE
TYPE
MAST
ARM
LENGTH
(FT)
MOUNTING
HEIGHT (FT)
SIGNAL MAST ARM DATA
LUMINAIRE
ARM
(FT)
CALCULATED
POLE
XYZ (FT 3)
POLE ATTACHMENT POINT ANGLES
(deg.)
FOUNDATION
DESIGN
XYZ (FT 3)
SOIL
BEARING
PRESSURE
(PSF)
FOUNDATION DEPTH (FT)
REMARKS
OFFSETS
FT Z
( ) ( ) (
POLE TO ATTACHMENT
POINT )
WINDLOAD AREAS FT 2 X Y
( ) ( )( )
STATION
OFFSET
LT
RT
ELEV*
P.O.A.
Al
A2
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
C
D
E
F
G1
G2
H
11
12
1
RAINIER
207+71.9
60.3
X
24.41'
0
III
45
20.5
35
40.5
38
34.5
30
24
18
14
7
9.2
9
9.2
9.2
10.5
13.5
10
1796
0
0
90
180
180
90
180
1900
SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403
2
RAINIER
206+23.5
4.5
X
25.39'
270
II
25
20.5
19.8
15.3
17.3
13.1
11.1
23.0
4.4
9.2
9
9.2
6.5
15.0
804
270
90
900
SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403
3
RAINIER
206+39.8
46.5
X
0
III
50
20.5
35
47.5
40.5
29
39
34.5
18.5
23.5
15
11.5
7.5
9.2
10.5
9.2
9.2
10.5
9.2
13.5
10
2253
0
0
I
90
180
2300
SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403
270
II
35
20.5
33.2
26
18.6
29.8
15
6.2
9.2
9.2
6.5
15.0
842
270
1350
7
4
RAINIER
207+01.3
63.3
X
0
PPB�-W'180
5
RAINIER
206+43.6
61.1
X
0
PS
0
27
_
A
6
RAINIER
206+30.2
5.3
X
0
PPB
9
7
RAINIER
205+81.2
48.5
X
0
1
230
0
180
8
RAINIER
206+33.9
59.8
X
0
PS
0
0
9
RAINIER
206+83.5
61.0
X
0
PS
0
0
10
RAINIER
207+29.3
66.1
X
0
PS
0
0
11
RAINIER
207+60.8
59.3
X
0
PS
90
90
12
RAINIER
207+75.6
7.5
X
0
PPB
270
19
RAINIER
206+46.1
74.3
X
0
PS
0
0
�k ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS.
** CALCULATED POLE XYZ (FT 3 ) IS THE SUM OF THE TOTAL XYZ (FT 3 ) FOR
THE SIGNAL ARM AND THE XYZ (FT 3 ) FOR THE LUMINAIRE ARM (IF PRESENT).
DESIGNED BY:
R. TLEHHEMA
DRAWN BY:
R. SNELLINGS
A
10/24/2025
BN
RT
RH
CoR Permit Revision - CNWD #001
CHECKED BY:
E. SHIMIZU
1
06/13/2025
BN
RT
RH
ADDENDUM #1
0
12/10/2024
BN
RT
RH
ISSUED FOR BID
APPROVED BY:
R. HUTCHINSON
No.
DATE
DSN
CHK
APP
REVISION
H
VA
w�
43665
ICI STER��
ZONAL �SUBMITTED BY:
10/24/2025 R. PARGAS
SCALE:
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w J S1-BT120-TSS101-106
BRT General Engineering Consultant J LL SOUNDTRANSIT CONTRACT No.:
RTA/CN 0205-24
DATE: REVIEWED BY: DATE: DATE:
12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
A
TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING
CBarnes 12/01 /2025U msippo 11 /25/2025 T-433243
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-TSS102
BT105 FACILITY ID:
TRAFFIC BT120
SHEET No.: REV:
SIGNAL SCHEDULES
HARDIE AVE SW & RAINIER AVE S 242 A