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A/G 11,51 21,22,42
-� 61,62,82
31 /81 & 71 /41
26,27,66
67,86,87
LED VEHICLE LED COUNTDOWN
PEDESTRIAN
SIGNAL DISPLAYS
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OF WA,$hrl� �O
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CALL 48 HOURS
�3242 TEg�1�'��.�� BEFORE YOU DIG
�IONAL 7ZZ 1-800-424-5555
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DATES 1/3/14 BYl ECS
TIB # 8-1-102(033)-1
VV
Flamm-ANWAMEM
01
02
03
04
05
06
07
PHASING DIAGRAM
PRE-EMPTION SCHEDULE
CIRCUIT
PHASE (S)
A
2, 5
B
4, 7
C
1, 6
D
3, 8
JUNCTION BOX SCHEDULE
BOX
NO
TYPE
STATION
OFFSET
ELEVATION
FUNCTION (2)
NOTES
A
8
NE 4TH 7+11.2
48.4' LT
(1)
TS
B
1
NE 4TH 7+24.8
46.3' LT
(1)
POWER
(4)
C
2
NE 4TH 7+22.3
45.3' LT
(1)
LT
D
1
NE 4TH 7+92.3
46.7' LT
(1)
LT
E
2
NE 4TH 7+94.3
46.1' LT
(1)
TS
F
8
NE 4TH 7+22.0
64.4' RT
(1)
TS
G
2
NE 4TH 7+20.1
66.1' RT
(1)
LT
H
1
NE 4TH 7+99.6
53.8' RT
(1)
LT
J
2
NE 4TH 8+02.0
54.1' RT
(1)
1 TS
-
SIGNAL CONDUIT
�+
PEDESTRIAN PUSHBUTTON POST W/ PUSHBUTTON
•
TYPE PS SIGNAL POLE
-*�-r-
EMERGENCY VEHICLE DETECTOR
-�-►
PEDESTRIAN SIGNAL HEAD
MAST ARM SIGN
---►
VEHICLE SIGNAL HEAD
VEHICLE SIGNAL HEAD W/ ARROW INDICATOR
--i>
FUTURE VEHICLE SIGNAL HEAD
-C=30
VIDEO CAMERA
®
TRAFFIC SIGNAL POLE
000"
TRAFFIC SIGNAL POLE W/ LUMINAIRE
m
®
A
JUNCTION BOXES (TYPES 1, 2 AND 8)
ITs
ITS PULL BOX
SIGNAL CONTROLLER
®
SIGNAL LOAD CENTER
NE 4th St 11 Whitman Ct NE
LEFT TURN
YIELD
ON GREEN
•
R10-12
16"X78" 16"X110" 30"X36"
8" SERIES 8" SERIES B/W
"E" MOD LETTERS "E" MOD LETTERS
SN-1 SN-2 T-1
STREET NAME TRAFFIC SIGNS
NOTES:
�1) SET TO FINISHED SIDEWALK GRADE
2) JUNCTION BOX LIDS SHALL BE MARKED AS NOTED ACCORDING TO FUNCTION FOR POWER (POWER),
TRAFFIC SIGNAL (TS), OR LIGHTING (LT)
(3) TYPE 25TA VAULT FOR CITY OF RENTON IS.
(4) WELD SHUT
MAST ARM MOUNTED SIGNS
SIGNAL POLE EQUIPMENT SCHEDULE
POLE/
NOTE
NUMBER
POLE
rn,E
STATION
OFFSET TO
POLE
(FT)
VIDEO
DETECTOR
EVP
DETECTOR
VEH SIGNAL
PED SIGNAL
PPB W/ SIGNS
SIGNS
LUMINAIRE
NOTES
QUAN
TEE
QUAN
MTG
�E
QUAN
MTG
TYPE
STREET
NAME
TRAFFIC
1
3
NE 4TH - 7+12.0
44.0' LT
1
1
3
M
1
E
1
APS-R
SN-1
150W LED
(1),(2)
2
3
NE 4TH - 7+90.0
48.9' LT
1
1
2
M
1
APS-L
SN-2
T-1
150W LED
(1),(2)
3
3
NE 4TH - 8+00.0
46.0' RT
1
1
3
M
2
E
SN-1
150W LED
(1),(2)
4
3
NE 4TH - 7+20.4
60.6' RT
1
1
2
M
1
E
1
APS-L
SN-2
T-1
150W LED
(1),(2)
5
PS
NE 4TH - 7+98.5
44.0' LT
2
E
1
APS-R
6
PPB
NE 4TH - 8+00.0
40.8' RT
1
APS-L
7
PPB
NE 4TH - 7+80.4
55.1' RT
1
APS-R
(3)
(1) PROVIDE AND INSTALL PEDESTRIAN LUMINAIRE ON SIGNAL POLE. SEE DETAIL ON SHEET IL1 AND LUMINAIRE POLE SCHEDULE.
(2) SEE DETAILS ON SHEET TS4.
SIGNAL CONSTRUCTION NOTES:
a
z I -D _y D R ®1 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK ®5 CONSTRUCT FOUNDATION PER DETAILS ON SHEET E8 AND FURNISH AND INSTALL
D - TYPE III MODIFIED SIGNAL POLE WITH 45 FT MAST ARM BLACK TYPE PS POLE PER WSDOT STD PLAN J-20.16-00 WITH EQUIPMENT PER
c i 7 PERMANENT AND SIGNAL EQUIPMENT PER SIGNAL STANDARD DETAIL SIGNAL POLE EQUIPMENT SCHEDULE.
® o j EASEMENT SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE.
> i r4 I W CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK TYPE PPB POLE PER
> I 0 70 71 ®2 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK DETAILS ON SHEETS E8 - E9 WITH EQUIPMENT PER SIGNAL POLE EQUIPMENT
- V TYPE 111 MODIFIED SIGNAL POLE WITH 40 FT MAST ARM SCHEDULE.
20
AND SIGNAL EQUIPMENT PER SIGNAL STANDARD DETAIL
SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE. ®7 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK TYPE PPB POLE PER
DETAILS ON SHEETS E8 - E9 WITH EQUIPMENT PER SIGNAL POLE EQUIPMENT
®3 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK SCHEDULE.
PLAN TYPE III MODIFIED SIGNAL POLE WITH 45 FT MAST ARM
AND SIGNAL EQUIPMENT PER SIGNAL STANDARD DETAIL
O CONSTRUCT COMBINATION TRAFFIC CONTROLLER/BBS/ELECTRICAL SERVICE CABINET
SCALE 1N FEET N SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE.
FOUNDATION PER DETAIL 3 ON SHEET E7. PROVIDE AND INSTALL ELECTRICAL
0 10 20 ®4 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL BLACK SERVICE CABINET PER COR STD DETAIL NO. 122.1 (6/11 /12) AND BREAKER
TYPE III MODIFIED SIGNAL POLE WITH 35 FT MAST ARM SCHEDULE ON SHEET E7.
AND SIGNAL EQUIPMENT PER SIGNAL STANDARD DETAIL
SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE. O INTERCEPT EXISTING CONDUIT AND SWEEP INTO PROPOSED JUNCTION BOX.
THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL SPLICE/RESPLICE WIRES IN JUNCTION BOX.
CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY
SUCH ACCURACY AND/OR COMPLETENESS. SAID ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT APPEAR TO BE 1 O REMOVE EXISTING WIRING.
ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED.
SURVEYED: SCALE DATE:
ER"°'� NAVD t988 CITY NE 3rd / 4th CORRIDOR IMPROVEMENTS / /
DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/7997 ;� �e C1T 1 ®� 12 27 12
C. SCHOTT `d 11 i PHASE 1 INTERSECTION IMPROVEMENTS PA�BOOK:
2 RECORD DRAWINGS ECS 1 3 14 D1�`W" K. BRAATEN RENTON DRAWING NO:
1019 39TH AVENUE SE, SUITE 100 U 1 REVISE POLE 2 LOCATION AND NOTES ECS 12 27 CHECKED: ONE INCH DATUM Planning/Budding/Public Works Dept.
536046600SF.i253T 0468994 IF NOT ONE
T. H Approved For Construction TRAFFIC SIGNAL PLAN E3
www.parametdx.com NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEEP: OF:
Robert M. Hanson P.E. Date 26 43
ICIAIGI 1121018,19