HomeMy WebLinkAboutT-4214111V NOTES
N 10 FOR HEADS ON NEW MAST ARMS, 3 SECTION, 4 SECTION AND GREATER SIGNAL HEADS SHALL USE
TYPE M MOUNTING COUPLING INSTALLED AT OFFSET INDICATED IN PLANS.
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FIELD INSTALLED. SIGN SIZES SHALL NOT EXCEED THE MAXIMUM VALUES LISTED AT RIGHT.
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LOCATION SHALL BE APPROVED BY WSDOT ENGINEER PRIOR TO INSTALLATION.
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VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND LEFT TURN LANE, OR CENTERED ON
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APPROACH IF LEFT TURN LANE DOES NOT EXIST.
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1'- 0" MIN. TO 2'- 6" MAX. FROM POLE CENTERLINE TO SIGN EDGE.
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FOR POST MOUNTED SIGNS THERE SHALL BE 2'- 0" MIN. FROM THE FACE OF CURB OR THE EDGE OF
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THE SHOULDER TO THE EDGE OF THE SIGN.
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40PLACEMENT
SHALL BE T - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM
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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
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SIDE OF BARRIER; TO FACE OF POLE.
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NEW POLES AND ALL RELATED HARDWARE SHALL BE PAINTED CASCADE GREEN PER WSDOT
STANDARDS.
o SIGNAL STANDARD NO. STD. NO.02
X STATE ROUTE AND SR97, MP 069.09
MILE POST NO.
MANUFACTURER
0 APPROVED DRAWING NO. APPROVED DWG. AB 12345
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FABRICATION DATE FAB. 6/14/2002
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SIGNAL STANDARD IDENTIFICATION TAG
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�I CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS:
0 - POLE SHAFT
- LOCATED WITHIN 6" ABOVE HAND HOLE (TYPE II & III).
X - SIGNAL AND LUMINAIRE MAST ARM (TYPE II & III).
- LOCATED WITHIN 6" OF THE LUMINAIRE ARM AND THE POLE SHAFT CONNECTION POINT (TYPE III).
o - TEXT SHALL BE A MINIMUM OF 16" HIGH, STAMPED OR EMBOSSED.
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I a. VEHICLE DISPLAY e. POST MTD. SIGN i. APS PUSH BUTTON
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b. MAST ARM MTD. SIGN f. LUMINAIRE j. HANDHOLE
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d. PRE-EMPT DETECTOR h. TERMINAL CABINET I. PTZ CAMERA
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SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY
MIN.
MAX.
HORIZONTAL DISTANCE
ALL
40'
45'
50'
53- 180'
FROM STOP LINE
3 SECTION 12"
5 SECTION CLUSTER 12"
16.5'
17.5'
19.2'
20.9'
22.0'
4 SECTION 12"
16.5'
17.0'
18.0'
1 19.7'
1 20.8'
MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO
ROADWAY
MEASURE ATTACHMENT POINT ANGLES CLOCKWISE
FROM POLE ORIENTATION LINE (El ATTACHMENT
POINT) TO THE ATTACHMENT POINT LOCATION
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POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWISE
FROM OFFSET LINE TO
POLE ORIENTATION LINE
(E1 ATTACHMENT POINT)
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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
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POLE ORIENTATION AND ATTACHMENT POINT
O3- 6" MEASURED FROM
SIDEWALK SURFACE
TO CENTER OF
PEDESTRIAN PUSH
BUTTON
XYZ ft3
MAST ARM
LENGTH
X Y Z (ft)
6'
19.8
8'
26.4
10,
33.0
12'
39.6
14'
46.2
16'
52.8
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00 <
nun _LL
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TYPE PPB TYPE PS
PPB POST PED. HEAD
POLE
TYPE
VEHICLE HEAD
POLE
B1 B8 --- - 2 2 3 1
B2 k B3 B5 2 1 O
b b d B6 B9 2
b B7
a
b B10 B11
a b c-
a
a
2
POLE AND MAST ARM PER MANUFACTURER'S PLANS. MANUFACTURER'S
PLANS SHALL BE SIGNED AND STAMPED BY A WASHINGTON STATE
THICKENED EDGE FOR FOUNDATIONS LOCATED WITHIN SIDEWALK: LICENSED STRUCTURAL ENGINEER.
ANCHOR BOLTS, PROVIDE ADEQUATE ADDITIONAL LENGTH
TO ACCOMMODATE SIDEWALK THICKNESS WHILE
MAINTAINING EMBEDMENT REQUIREMENTS. AT LEAST
TWO FULL THREADS SHALL EXTEND ABOVE THE TOP
HEAVY -HEX NUT. ANCHOR BOLTS MAY BE CUT TO
ACCOMMODATE ANCHOR BOLT COVER
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS
DEFINED IN CONTRACT PLANS, PLACE
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
Z" MINIMUM SPACE BETWEEN BOTTOM OF HEAVY -HEX NUT
AND CONCRETE
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ODMS OR VMS IS NOT
ALLOWED ON THESE POLES.
LIMITS OF VERTICAL CLEARANCE
TYPE II, III & SD
SIGNAL POLE
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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.
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A2
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
**
C
D
E1
E2
F
G1
G2
H
11
12
T RD.
T SQ.
4' RD.
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22 + 01.2
52.9'
X
0
PS
90
1A
22 + 39.1
69.1'
X
0
PS
0
2B
21 + 96.9
34.4'
X
0
PPB
270
2C
22 + 05.5
43.4'
X
0
PPB
0
P.O.A MEASURED
FROM TAL-B-LINE.
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22 + 71.9
42.3'
180
0
®4
23 + 05.9
57.6'
40
50
45.5
38
26
23
15
6
9.2
7.5
9.2
0
9.2
10.2
12
1627
SEE LIGHTING
0
0
180
EXISTING
PLAN
54
43.5
39
30
48
25.5
9.2
7.5
9.2
7.5
0
9.2
1734
4A
22 + 97.7
_ . "
EXISTING
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0 *FOUNDATION DEPTH IS BASED ON DESIGN LATERAL BEARING PRESSURE OF 2,500 PSF, (RAPIDRIDE I -LINE GEOTECHNICAL ENGINEERING REPORT, PRE -FINAL JULY 2023)
**ASSUMES ADDITIONAL 500 FT' FOR FUTURE EQUIPMENT ON NEW SIGNAL STANDARDS.
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O N CIA�I (425) 453-5000
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4 w 1100 112TH AVE NE, SUITE 500
N BELLEVUE, WA 98004
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U a- No. REVISION BY APP'D DATE
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DESIGNED:
APPROVED:
wEG��
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
DEVELOPMENT ENGINEERING
Michael Sippo 09/11/2024 (DI
F-T-42141 11
METRO TRANSIT CAPITAL DIVISION DATE:
L14 RAPIDRIDE I LINE JUNE2024
King County
RENTON SEGMENT DRAWING NO:
METRO POLE SCHEDULE 1TS1.04D
TALBOT RD S & 1-405 SB OFF RAMP SHEET NO OF
395 473
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