HomeMy WebLinkAboutT-170101SIGNAL SEQUENCE CHART
PED.
WI Lij
MIN,
PED.
LL
A
R
R
�j
SIGNAL
CONTROLLER
II 6 EXISTING
2 CONDUITS
STA.7+00 28 6 LT. (2" CONDUIT
_2 —
N. 6TH. ST,
R/W —
ro
2'X:3'
PULL BOX
I SIGNAL
0 POLE
cn fn
io 25' 11 STA. 6+47 28' RT.
6 STA. 6440 28'4RT.
15
R/W
Ii I 1 2
ii
-0 co
0
13 to —14
Q/\A/ 3 4 17
EXISTING RAILROAD — ln 14 12
TRACKS T F: STA. 5+59 2 816" LT.
cr ID, 25' ry
13 F-:
N
fn ry
cf) 7
LEGEND j!�
cn
=0=0 NEW GALV. STEEL MAST ARM SIGNAL POLE W/LUMINAIRE
EXISTING GALV. STEEL MAST ARM SIGNAL POLE W/LUMINARE
NEW SIGNAL CONTROLLER
Lil
EXISTING SIGNAL CONTROLLER >
NEW PULL BOXES —1—STA. 5+00 286" PT.
EXISTING PULL BOXES
VEHICULAR SIGNAL HEADS
NEW PEDESTRIAN SIGNAL HEADS n la
EXISTING PEDESTRIAN SIGNAL HEADS
NEW MAGNETOMETERS LEAD-IN CABLE
EXISTING CONDUIT RUNS
NEW CONDUIT RUNS-2 MIN.
R/W
NOTES:
2
:3
< o
LL
�r
OA
I CHG. TO
-C
B
E3
CHG. TO
C —
I A
o
G
I � H 0
A B
11-2-3-4
G
A
A
R
SUFFICIENT SIZE TO HOUSE THE CONTROLLER AND
R
4, INSTALL NINE (9) MAGNETOMETER TYPE VEHICLE
R
DETECTOR HEADS TO THE CONTROLLER.
G
A
A
R
W/BACK PLATES AND TUNNEL VISORS.
-5-6-7
8_9
R
—
8. RELOCATE SIX (6) EXISTING PEDESTRIAN SIGNAL
R
—
�o
9. 1 NSTALL EIGHT (8) PEDESTRIAN PUSH BUTTON
A
fA
A
10-11
DW
FOUNDATIONS AND ONE (1) SIGNAL CABINET
DW
FOUNDATION .
CW
_
DW
DW
12-13
DW
—
UNLESS SO STATED BY THE ENGINEER
FDw
DW
DW
DW
---f>
BOTTOM OF HEADS,
14 -15- 16-17
our
DW
DW
—:>
PED.
WI Lij
MIN,
PED.
LL
A
R
R
�j
SIGNAL
CONTROLLER
II 6 EXISTING
2 CONDUITS
STA.7+00 28 6 LT. (2" CONDUIT
_2 —
N. 6TH. ST,
R/W —
ro
2'X:3'
PULL BOX
I SIGNAL
0 POLE
cn fn
io 25' 11 STA. 6+47 28' RT.
6 STA. 6440 28'4RT.
15
R/W
Ii I 1 2
ii
-0 co
0
13 to —14
Q/\A/ 3 4 17
EXISTING RAILROAD — ln 14 12
TRACKS T F: STA. 5+59 2 816" LT.
cr ID, 25' ry
13 F-:
N
fn ry
cf) 7
LEGEND j!�
cn
=0=0 NEW GALV. STEEL MAST ARM SIGNAL POLE W/LUMINAIRE
EXISTING GALV. STEEL MAST ARM SIGNAL POLE W/LUMINARE
NEW SIGNAL CONTROLLER
Lil
EXISTING SIGNAL CONTROLLER >
NEW PULL BOXES —1—STA. 5+00 286" PT.
EXISTING PULL BOXES
VEHICULAR SIGNAL HEADS
NEW PEDESTRIAN SIGNAL HEADS n la
EXISTING PEDESTRIAN SIGNAL HEADS
NEW MAGNETOMETERS LEAD-IN CABLE
EXISTING CONDUIT RUNS
NEW CONDUIT RUNS-2 MIN.
R/W
SIGNAL HEADS
UR (R
A (3)
\C�
1-2-:3-4-6-7-8
9
DONT 16 NEON GRID
WALKI
10-11-12-13-14-15E-16-Rl
CITY OF RENTON
ENGINEERING DEPARTMENT
N. 6 TH. ST. AND PARK AVE. N.
SIGNAL LIGHTING SYSTEM
DESIGNED P I DATE 5-18-71 FILE NO.-
DRAWN PL SCALP II,- F[EL0 1300K vAGE_
CHECKED E 11
NO. REVISION BY APPR. DATE _ 5—
I APPROVED SHEET L4 __.F_ L
NOTES:
I. INSTALL TWO (2) GALV. STEEL MAST ARM SIGNAL POLES
V\1112' STREET ) - 16HTING BRACKET ARMS.
2. RELOCATE TWO (2) EXISTING GALV. STEEL SIGNAL POLES
3. INSTALL A THREE (3) P=HASE FULL ACTUATES 1- , SOLID-
STATE CONTROLLER AND CONTPCLLEP CABINET OF
SUFFICIENT SIZE TO HOUSE THE CONTROLLER AND
ALL AUXILIARY EQUIPMENT.
4, INSTALL NINE (9) MAGNETOMETER TYPE VEHICLE
DETECTORS W/WIPING AND CONDUIT FROM THE
DETECTOR HEADS TO THE CONTROLLER.
5. INSTALL THREE (3) MAGNETOMETER AMPLIFIERS.
6. INSTALL NINE (9) VEHICULAR SIGN" H Ei�,. D S
�'
W/BACK PLATES AND TUNNEL VISORS.
7. INSTALL TWO '2) PEDESTRIAN SIGNAL HE-ADS.
8. RELOCATE SIX (6) EXISTING PEDESTRIAN SIGNAL
HEADS.
9. 1 NSTALL EIGHT (8) PEDESTRIAN PUSH BUTTON
ASSEMBLES.
10. INSTALL FOUR (4) CONCRETE SIGNAL POLE
FOUNDATIONS AND ONE (1) SIGNAL CABINET
FOUNDATION .
II. INSTALL TWO (2) 400 -WATT M:--V, LUMINAIRS,
Ln
12, ALL NEW CONDUIT MAY BE P.V.C. TYPE-40
j
UNLESS SO STATED BY THE ENGINEER
13. VEHICULAR SIGNAL HEADS SHALL HAVE 16-6
CLEARANCE FROM THE ROAD SURFAC E TO
BOTTOM OF HEADS,
SIGNAL HEADS
UR (R
A (3)
\C�
1-2-:3-4-6-7-8
9
DONT 16 NEON GRID
WALKI
10-11-12-13-14-15E-16-Rl
CITY OF RENTON
ENGINEERING DEPARTMENT
N. 6 TH. ST. AND PARK AVE. N.
SIGNAL LIGHTING SYSTEM
DESIGNED P I DATE 5-18-71 FILE NO.-
DRAWN PL SCALP II,- F[EL0 1300K vAGE_
CHECKED E 11
NO. REVISION BY APPR. DATE _ 5—
I APPROVED SHEET L4 __.F_ L