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SIGNAL GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH WSDOT STANDARDS AND SPECIFICATIONS
FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND ITS AMENDMENTS, WSDOT
STANDARD PLANS, CITY OF RENTON STANDARD PLANS, AND THE NATIONAL
ELECTRICAL CODE, ALL CURRENT AS OF THE APPROVAL DATE ON THESE
DOCUMENTS.
2. THE LOCATIONS OF EXISTING FEATURES SHOWN ARE APPROXIMATE AND SHALL BE
VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY.
3. THE CONTRACTOR SHALL SUBMIT MATERIAL APPROVAL REQUESTS TO THE ENGINEER
AT THE EARLIEST POSSIBLE DATE.
4. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE
CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE
COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES
THROUGHOUT THE PROJECT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES.
THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND CITY OF
RENTON IMMEDIATELY UPON DAMAGE.
1.1
7. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE
SECURELY AND COMPLETELY COVERED WHILE NOT IN OPERATION.
S. EXISTING FEATURES TO REMAIN UNLESS OTHERWISE NOTED.
9. ALL CONDUCTORS FOR SIGNAL HEADS, LOOPS, PEDESTRIAN HEADS, PUSHBUTTONS,
AND STREET LIGHTS SHALL BE LABELED IN EACH JUNCTION BOX.
10. ALL SIGNALIZED CROSSWALKS SHALL BE OPERATIONAL AT ALL TIMES UNLESS
FLAGGERS/POLICE ARE PRESENT TO ASSIST PEDESTRIANS.
11. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING ANY AND ALL
CHANGES FROM THESE APPROVED PLANS FOLLOWING CONSTRUCTION.
12. POLES AND FIXTURES SHALL BE DECORATIVE AND PAINTED USING PAINT CODE
RAL9005TX.
THIS THICKENED EDGE DETAIL WILL BE REMOVED
1M FUTURE CITY STANDARD PLANS. CITY WILL
ERENCE WSDOT STANDARD PLAN _P26,1 SQ 1 FOR
:ATIONS WFITHN SIDEWALK. THIS PROJECT DOES N(
rE ANY TYPE II OR In SIGNAL POLES WTTHIN SIDEWAL
THE DETAIL DOES NOT APPLY.
POLE ORIENTATION AND ATTACHMENT POINT DETAIL
UOCKW/SE
5 C1,
ATTACHME. TO
4t, FROM O. NT O
O ♦ p � 90'
TYPICAL E1 O C
SIGNAL ARM
ATTACHMENT ALL HANDHOLES
POINT AT 180'
0' + 180'
POLE ORIENTATION
ANGLE (P.O.A.I Eh24'
DEGREES CLOCKWISE p4 v
FROM OFFSET LINE TO P7W
0' POINT
0 BASE PLATE 0
R040W4Y P LOCATION STATION
ISIGNAL STANDARD DETAILSI
TI 9 9
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ro ;
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TYPE PS
PED. HEAD
STANDARD
DocuSign Envelope ID: ADA0848440B84C5D-B9ED-E7OE51967ED2
POLE AND ALL RELATED HARDWAREI COMPONENTS SHALL BE LUMINAIRE. MOUNTING, SHROUD AND ARM PER-
PAINTED RAT 9005TX"JET BLACK' UNLESS OTHERWISE SPECIFIED STO PLANS 117.1 AND 117.3. LUMINAIRE ARM
BY CITY OF RENTON PUBLIC WORKS!TRANSPORTATION LENGTH PER DESIGN PLANS
ENGINEERING
GENERAL NOTES !
1. ALL
FFICC CONTROL
DEVICES(NT:AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM t
TRAFFIC CONTROL DEVICES SIGNAL
H) F
2. VISORS HALLAND BE ESTRIANPAINTED TRAFFIC
YELL W INSSHALL IDE
OF
IED SOR SHALL YELLOWVEHICLE
FIAT
SIGNAL HEAD TUNNEL 2 3
VISORS VEHICLE
EHI LESIG AL HEADTRAFFI BE
QUIPPED WITH
VISOR SHALL C PAINTED KNEES BLACK Z/" -
3. ALLVEWITHlINCH HEAOREFLDS SHALL BEE YELLOW
WITH 5 INCH BORDER FRONT THICKNESSPLATES
SHALLBUMBACK
PLATESWITH1INCHF BACK PLATES SHALL
YELLOW TAPE BRAFFIC FRONT OF BACK PLATES SHALL BE PAINTED
FLAT BLACK, BACK ANDPOPLATESSHALLBEPAINTEDTRAFFICYELLOW
4. BACKOF MASTL POLES ARM ANDPOLE MOUNTEDSIGNSOLTC AN D COVERS
MOUNTING HARDWARE SHALL BE PAINTED FLAT BLACK
5. SIGNAL FOUNDATION
INCSHALL
MATCHHOR BOLT GONERS
B. TOP OF FOLES ANDFOUDAIIONS SHALTOPL
OFCURB
QUIPPED WITH OR IDENTIFICATION
WHICHEVER IS HIGHEST
7,. SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139
1 D 2 4 r 2 2 D
k J B5r r �`-J �j r
B2 d
B1 U 63 B B6 B7 89 B40 811
b D
VERTICAL CLEARANCE TO ROADWAY
NLQBV,ONTAL DISTA
MIN.
MAX.
TOP NE T )
_I
WIN-HEAD
ALL
40
45'
50'
53'-180'
$BECTIOR.H2"
16.5'
17.5
19.2'
209'
22.0'
4 SECTION II'
16.5'
17.0'
180'
197'
20.8'
a
POLE AND MAST ARM PER.
MANUFACTURER'S PLANS ',OR
MANUFACTURER'S PLANS SHALL
BE SIGNED AND STAMPED BY A
WASHINGTON STATE LICENSED e
STRUCTURAL ENGINEER.
MEASURED FROM B070M OF SIGNAL HEAD HOUSING TO OF ROADWAY
THICKENED EDGE FOR FOUNDATIONS LOCATED AT THIN SIDEWALK:
ANCHOR BOLT$ PROVIDE ADEQUATE ADDITIONAL LENGTH TO ACCOMO SIDEWALK
THICKNESS WHILE MAINTAINING EMBEDMENT REQUIREMENTS AT LEAST TWO FULL EADS.
SHALL EXTEND ABOVE THE TOP OF THE TOP HEAVY -HEX NUT. ANCHOR BOLTS MAY B T
TO ACCOMMODATE ANCHOR BOLT COVER
Y" MINIMUM SPACE BETWEEN BOTTOM'OF.HEAVV-HEX NUT AND CONCRETE - r
SIDEWALK & THICKENED EDGE, SIDEWALK THICKNESS DEFINED IN CONTRACT PLANS, PLACE 45,_
ABOVE AND AROUND PERIMETER OF TOP OF FOUNDATION
CURB OR EDGE OF. SHOULDER __.
I LIMITS OF VERTICAL CLEARANCE REQUIREMENTS
NOTES TYPE11, Iff &ISO SIGNAL STANDARDS
O1 3 SECTION SIGNAL HEADS SHALL USE TYPE L MOUNTING AND 4 .LEGEND
SECTION OR GREATER SIGNAL HEADS SHALL USE TYPE M a. VEHICLE DISPLAY
MOUNTING COUPLING INSTALtEDATOFFSET INDICATEDIN PI ANS.
d. MAST ARM MOUNTED SIGN
O FIELD INSTALLED. c. STREET NAME SIGN
O LOCATION SHALL BE APPROVED By CITY OF RENTON PUBLIC. d. PREEMPT DETECTOR
WORKSRRANSPORTATION ENGINEERING PRIOR TO INSTALLATION.
O VIDEO DETECTION CAMERA LOCATED BETWEEN THROUGH AND a' POST MOUNTED SIGN
LEFT TURN LANE, OR CENTERED ON APPROACH IF LEFT TURN LANE I. LUMINAIRE
DOES NOT EXIST
tY o4 TYPE II, III, & SD SIGNAL POLE
PUBLIC WORKS ELEVATION
�FNTO2
DEPARTMENT
SIGNAL STANDARD DETAIL CHART
STD.
NO.
O
REFERENCE
ROADWAY
FIELD LOCATION(6)
TYPE
MT.
HT.
MT.
HT.
MAST
ARM
SIGNAL MAST ARM
DATA
LUMINAIRE
ARM(R) POLE ATTACHMENT POINT ANGLES (DEG)
FOUNDATION
DEPTHS(FT) 2
REMARKS
OFFSET
DISTANCE (IT) NO (POLE Q TO ATTACHMENT
POINT)
WINDLOAD
AREAS
IT X
Y
(XKKKZ)
STATION
OFFSET
LT.U..P.O.A.
At
A2
By
82
83
B4
95
86
B]
B9
Bic
Bit
BT
92
B3
B4
B6
B]
B9
BIG
BIT
TOTAL(FT'3
C
I D
I E1
F1
F2
Of
52
H
It
12
3' RD.3'
SO4'
RD.
S7
DUVALL AVE
16+47.5
40.5'
X
0'
111
21
35
40'
39.5'
36.5'
28.5'
25.5'
17.5'
8.0,
11.6
5.0
9.2
9.2
10.5
1,648
8
ISO
15'
10'
10'
FDN PER WSDOT J-26. 10
52
NE IOTH ST
31+21.0
21.5'
X
0'
HI
21
35
30'
26.5'
23.5'
18.5'
13.5,
10.0'
05'
11.6
5.0
9.2
9.2
13.5
1,248
8
180
11'
9'
9'
FDN PER WSDOT J-26. 10
S3
DUVALL AVE
15+57.0
40.5'X
0'
111
21
35
40'
39.5'
36.5'
28.5'
25.5'
17.5'
7.0'
11.6
5.0
9.2
9.2
10.5
1,638
8
180
15'
10'
10'
FDN PER WSDOT J-26. 10
S4
NE IOTH ST
32+46.0
26.0'
X
0'
It
21
25'
18.0'
21.0'
10.0'
13.0,
5.0'
9.2
5.0
9.2
13.5
931
180
11'
9'
9'
FDN PER WSDOT J-26. 10
S5
DUVALL AVE
16+36.5
43.0'
X
PS
(O
270
FDN PER WSDOT J-20. 11
S6
HE IOTH ST
31+27.0
24.5'
X
PS
(1)
90
FDN PER WSDOT J-20. 11
S7
NE IOTH ST
31+28.5
19.0'
X
PS
(1)
270
FDN PER WSDOT J-20. 11
58
DUVALL AVE
IS+67.0
4-5'
X
PS
(D
90
FDN PER WSDOT J-20. 11
59
DUVALL AVE
15+73.0
43.0'
X
PS
180
270
0
90
FDN PER WSDOT J-20.11
510
DUVALL AVE
1 16+32.0
44.5'
X
I
I
I
I
I
I
I
I
I
I
I
1
1
180
270
1 0
90
1
1
1
FDN PER WSDOT J-20. 11
(1) NOT APPLICABLE, PEDESTRIAN SIGNAL HEAD SHALL USE TYPE "D" TOP MOUNT.
(2) FOUNDATION DEPTHS ARE BASED ON AN ASSUMED 1,000 ESE ALLOWABLE LATERAL BEARING PRESSURE PER WSDOT STANDARD PLAN J-26.10. PROJECT GEOTECHNICAL ENGINEER IN THE PROCESS OF OBTAINING BORINGS TO CONFIRM ASSUMPTIONS AT TIME OF RESUBMITTAL. FINAL
LATERAL BEARING PRESSURE RECOMMENDATION TO BE UPDATED WITH APPROVAL SUBMITTAL.
(3) CALCULATED WINDLOAD FOR SIGNAL ARM PLUS AN ADDITIONAL 500 FT'3 FOR FUTURE UNKNOWN CONDITIONS.
(4) VEHICLE SIGNAL HEADS SHALL USE TYPE "L" MOUNT PER THIS SHEET.
1TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact 80pemtiom
I NIX SE B0 Street. Suite 200. Bellevue. WA 98W4
Off ice(425)889-6747
Project Contact: Trevor Takara, P.E.
Phone: 425-25M865
NXo i
No lowl"I
Dwm
man III DATUM
NO. REVISION BY DATE APPR wo o. sa® =Ro,Xa.
OCITY OF
RENTON
Planning/Building/Public Works Dept.
T-419223
0
FOUNDATION PER
WSDOT STANDARD
g.
PEDESTRIAN DISPLAY
PLAN J-26.10 AND
12615. SPECIAL
'd.
TERMINALCABINET
DESIGN REQUIRED
IF ALLOWABLE
i.
APS'PUSH BUTTON
LATERAL BEARING
I..
HANDHOLE
PRESSURE IS LESS
k.
VIDEO DETECTION CAMERA
THAN 1000 PER OR
-
AS NOTED IN
1.
PTZCAM€RA
WSDOTSTANDARD
PLANS
Chan/5/2020I 12
DATE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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NEW ELEMENTARY SCHOOL #16
as MAR 2022
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CHELAN AVE NE
o
RENTON, WA 98059
TRAFFIC SIGNAL POLE
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Q
TS-04
SCHEDULE
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or 100 ° 147