HomeMy WebLinkAboutR-397820MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (El ATTACHMENT POINT)
TO THE ATTACHMENT POINT LOCATION
E1 -
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION ANGLE (P.O.A.)
DEGREES CLOCKWISE FROM OFFSET
LINE TO POLE ORIENTATION LINE
(El ATTACHMENT POINT)
E2 �-� 2
I WAWA
ME
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6100y
SIGNAL STANDARD IDENTIFICATION TAG DETAIL
EXAMPLE
STD. NO. XX SIGNAL STANDARD NO. STD. NO. 02
WINDLOAD XXXX WINDLOAD XYZ WINLOAD 2000 CIF
MANUFACTURER MANUFACTURER
APPROVED DWG. XXXXXX APPROVED DRAWING NO. APPROVED DWG. AB12345
FAB. 6/14/2002
FAB. X/XX/XXXX FABRICATION DATE
NOTE:
CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III). SIGNAL AND
LUMINAIRE MAST ARM (TYPE II & III) - LOCATED WITHIN 6" OF THE LUMINAIRE ARM
AND THE POLE SHAFT CONNECTION POINT (TYPE III). TEXT SHALL BE A MINIMUM
\ OF 3/16" HIGH, STAMPED OR EMBOSSED.
ATTACHMENT POINT
ALL HANDHOLES AT 180°
FROM E1
ANCHOR BOLT PLATE
LOCATION STATION
90
9
POLE ORIENTATION AND ATTACHMENT POINT DETAIL
NOTE:
TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS,
WITH THE FOLLOWING EXCEPTIONS: PEDESTRIAN DISPLAYS MOUNTED ON OCTAGONAL (8 SIDED)
SIGNAL STANDARDS AT AN ANGLE OTHER THAN A 45^ INCREMENT SHALL USE A TYPE A MOUNT FOR
TWO PEDESTRIAN DISPLAYS, OR A TYPE B MOUNT FOR 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
LUMINAIRE MAST ARM
XYZ(ft)
MAST ARM
LENGTH
X Y Z (ft)
6'
19.8
8'
26.4
10,
33.0
12'
39.6
14'
16'
46.2
52.8
g g c g :g]
c
0
0 0 �
I II II
� I I � I I
O
TYPE PPB TYPE PS TYPE I
O HEIGHT OF PEDESTRIAN PPB POST PED. HEAD VEHICLE HEAD
PUSH BUTTON: 42" STANDARD STANDARD
OPLACEMENT SHALL BE 2'- 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER;
3' - 0" MIN. FROM FACE OF GUARDRAIL;
4'- O" MIN. FROM CONIC. 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
O NOTES
1. MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE
INDICATED IN CHART.
2. FIELD INSTALLED.
B1
a
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.
O ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY.
1. DRILL 1" DIAM. HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING
FOR CABLE ENTRANCE.
B4
1
32
W9/D
BI
k
a
LEGEND
a. VEHICLE DISPLAY
b. VIDEO DETECTION CAMERA
C. STREET NAME SIGN
d. PRE-EMPT DETECTOR AND INDICATOR LIGHT
e. POST MOUNTED SIGN
f. LUMINAIRE
g. PEDESTRIAN DISPLAY
h. CABINET
i. PPB-M
j. HANDHOLE
k. SIGNAL SIGN
M. WIRELESS ACCESS ANTENNA
ROADWAY
B8 �' j
B7
a 2 E E
a
F OR F
2
e
h
Eg
VG
h
H H N
0
I I I
ELEVATION IS TO
TOP OF FOUNDATION o
CURB OR EDGE OF SHOULDER j
!'� I I SEE STANDARD PLAN J-26.10
LIMITS OF VERTICAL CLEARANCE FOR FOUNDATION INFORMATION.
TYPE II, III 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
FIELD LOCATION
POLE
TYPE
MAST
ARM
LENGTH
MOUNTING
SIGNAL MAST ARM DATA
LUMINAIRE
(X)(Y)(Z)
FT3
CALCULATED
POLE X Z
( ))()
FT3
LUMINARE
ARM (FT)
POLE ATTACHMENT POINT ANGLES DEG
( )
FOUNDATION
DEPTH (FT)
SOIL
PSF
REMARKS
OFFSET DISTANCE FT Z POLE CL TO ATTACHMENT
( ) ( ) (
POINT)
WINDLOAD AREAS (FT) (X)(Y)
STATION
OFFSET
LT
RT
ELEV
P.O.A.
Al
A2
B1
B2
B3
B4
B5
B6
B7
B8
B9
B1
B2
B3
B4
B5
B6
B7
B8
B9
D
E1
E2
F
G1
G2
H
I
J
3' RD.
3' SQ.
1
13+35.82
47.46
X
III DUAL
50
18.0
50.0
48.0
42.0
45.0
37.0
32.0
23.0
39.0
11.6
5.0
9.2
9.2
9.8
26.4
1726
0.0
186.0
90.0
180.0
135.0
0.0
90.0
30
SAME DEPTH FOR
4' RD. FND.
32
18.0
35.0
32.0
28.0
21.0
24.0
10.0
9.2
9.2
5.3
8
270.0
270.0
-
2
13+97.22
52.70
X
III DUAL
45
18.0
45.0
42.0
36.0
39.0
30.0
26.0
17.0
13*
9.2
5.0
9.2
9.2
9.8
9.2
39.6
1481
12
0.0
180.0
135.0
90.0
30
SAME DEPTH FOR
4' RD. FND.
50
18.0
35.0
50.0
46.0
44.0
42.0
20.0
11.6
9.2
5.3
270.0
270.0
-
3
13+7.64
58.33
X
LUM.
-
35.0
39.6
52.8
12
90.0
180.0
270.0
180.0
9
750
LUMINAIRE POLE
4
13+2.34
46.31
X
PPB
90.0
1.5
800
5
13+11.46
28.96
X
PS
275.0
3
800
6
13+76.76
46.99
X
PS
0.0
3
800
7
14+1.47
20.85
X
LUM.
35.0
26.4
52.8
8
0.0
0.0-j[
90.0
9
750
LUMINAIRE POLE
8
14+8.01
33.19
X
PS
355.0
265.0
3
800
9
13+87.38
59.89
X
PPB
0.0
1.5
800
10
13+16.96
60.46
X
PPB
353.0
1.5
800
11
12+69.65
41.46
X
LUM.
26.4
8
9
750
LUMINAIRE POLE
13
13+98.50
23.64
X
PPB
90.0
1.5
750
"FL) I UKE SIGNAL HEAL)(INS I ALL A 1" UTAME ILK CUUF'LING A I I HE t3U I I UM OF I HE MA51 AKM FUK FU I UKE WIKING)
Approved For Bid
lg�I
Robert M. Hanson P.E. Date
FEDAID: CM-1292(002) CITY OF
719 Second Ave., Suite 1250 F RECORD D!Inf
NG °�=°M �_"°°'
CALL 48 HOURS 9 9 �ee - '� RENTON POLE SCHEDULE
Seattle, Washington 98104 mformodon enown on tnlemwln
I desodnes os-designed �000d/or Public Works Department
(206)382-9800 c E4 l os-constructed comp°neood°" RECORD DRAWING WST 8/09/16 EHS weowm. A roved For Construction 7TH AND SHATTUCKBEFORE YOU DIG 'S d tact s was � pp SG-4
vwmv.dksassoclates.wrn SrONAL ' P °ided9 bysothers and wified.
1-800-424-55555 NO. REVISION BY DATE APPR gym. N "CCORD1N Robert M. Hanson P.E. Date Ecr 20 oF29