HomeMy WebLinkAbout1693.1CONSTRUCTION NOTES
OI INST. GALV. STEEL SIGNAL POLE TYPE B-1 WITH 25' MAST ARM, THREE VEHICLE SIGNAL HDS. MTG. TYPE L,
TWO PEDESTRIAN SIGNAL HEADS MTG. TYPE A. INST. 250 WATT S.V. LUMINARE WITH PHOTO -CELL. SEE
SPEC. PROVISIONS, DETAIL SHEETS AND STD. PLANS.
UINST. GALV. STEEL SIGNAL POLE TYPE D-I WITH 35' MAST ARM, THREE VEHICLE SIGNAL HDS. MTG. TYPE L,
TWO PEDESTRIAN SIGNAL HDS. MTG. TYPE A. INST. 250 WATT S.V. LUMINARE WITH PHOTO -CELL. SEE
SPEC. PROVISIONS, DETAIL SHEETS AND STD. PLANS.
3 INST. GALV. STEEL SIGNAL POLE TYPE B-1 WITH 25' MAST ARM, TWO VEHICLE SIGNAL HDS. MTG. TYPE L,
ONE PEDESTRIAN SIGNAL HD. MTG. TYPE B. INST. 250 WATT S. V. LUMINARE WITH PHOTO -CELL. SEE
SPEC. PROVISIONS, DETAIL SHEETS AND STD. PLANS.
4� INST. GALV. STEEL SIGNAL POLE TYPE E-I WITH 40' MAST ARM, THREE VEHICLE SIGNAL HDS. MTG. TYPE L,
ONE PEDESTRIAN SIGNAL HD. MTG. TYPE B. INST. 250 WATT S.V. LUMINARE WITH PHOTO -CELL. SEE
SPEC. PROVISIONS, DETAIL SHEETS AND STD. PLANS.
5 INST. GALV. STEEL PEDESTRIAN PUSH BUTTON POST. SEE SPEC. PROVISIONS, DETAIL SHEETS AND STD. PLANS.
6 INST.CONTROLLER AND CONTROLLER CABINET TYPE P-1 ON RAISED CONCRETE FOUNDATION. SEE SPEC. PRO-
VISIONS, DETAIL SHEETS AND STD. PLANS.
7 INST. TYPE "B" CONCRETE JUNCTION BOX. SEE SPEC. PROVISIONS, DETAIL SHEETS AND STD. PLANS.
8 INST. TYPE "C" CONCRETE JUNCTION BOX. SEE SPEC. PROVISIONS, DETAIL SHEETS AND STD. PLANS.
9 EXISTING TYPE 11B" CONCRETE JUNCTION BOX TO REMAIN AS INDICATED.
10 INST. 6' x 6' INDUCTION LOOP DETECTOR. SEE SPEC. PROVISIONS, DETAIL SHEETS AND STD. PLANS.
II INST. FIRE PRE-EMPTION DETECTORS. SEE SPEC. PROVISIONS AND DETAIL SHEETS.
12 REMOVE EXISTING CONTROLLER, CONTROLLER CABINET AND CONCRETE FOUNDATION.
13 REMOVE EXISTING STEEL SIGNAL POLES (4), CONCRETE FOUNDATIONS (4), SIGNAL HEADS (II), PED-
ESTRIAN HEADS (8) AND MISC. HARDWARE AS DIRECTED BY THE ENGINEER.
N. 6TH ST.
E
WIRING SCHEDULE
hlob
RUN NO
CONDUIT SIZE
WIRE SIZE
--- 311,2t1
( 3-5/C , I -2/C ) , (2-*10 , 2-3/C)
2L
3", IV21, I,/?-"
(4-5/C),(3-2/C),(2-#10)
A,
311, II/2
(3-5/C, 2-2/C), (2-*10)
— 211 -----
(3 - 5/C , 2-3/C, 2- #10 )
211, II/21
(2-5/C, 2-3/C), (2-# 10-1-2C)
z5,
- - 2" ( EXISTING)
2-2/C
17
II/2i1
I-2/C
`/8
2 " ( EXISTING)---
1 -2/C
Z%
- V21 — ------
3-# 4 (SERVICE)
A ____3
It 231111 1 V21
(5-5/C,2-3/C,3-2/C),(4-5/C,2-3/C,2-2/C),(2-#10 )
11
S.C.A
-___
S . C . ____________
4 — # 12
A------------
S . C • __.. ___
6 — # 12
A
211
3- 5/C, 2*10
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9
SEQUENCE DIAGRAM
PHASE
HON SIG
2 13
4
5
6
7
8
9
10
11
12
FLASH
PREEMPTION
1
� 7,8,9
A R
R
R
R
R
R
R
R
R
R
R
G
R
R
R
2
122,3
R
R
R
G
A
R
R
R
R
R
R
R
R
R
G
R
R
3
10,11
R
R
R
R
R
R
G
A
R
R
R
R
R-
R
R
G
R
4
4,5, 6
R
R
R
R
R
R
R
R
R
t G
A
R
R
R
R
R
G
I PED.16,17
W
F.D.W.
DW
DW
DW
DW
DW
DW
DW
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DW
DW
DW
DW
DW
DW
2 PED.12,13
DW
DW
DW
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DW
DW
DW
DW
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DW
DW
DW
DW
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DW
DW
DW
DW
DW
DW
W
FD.W.
DW
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L��DW
DW
DW
DW
SIGNAL HEADS
j� 1211 R 1211
11 �
A 12 A 12'
t
Z
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12
12
1211
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1211
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m
PEDESTRIAN HEADS
DONT
ALK
12 -17
NO. REVISION
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S'ONA►.t"i�
BY {APPR.DATE
SIGNAL PHASING
I
M
2
CITY OF RENTON
DEPARTMENT OF ENGINEERING
N. 6TH ST. & LOGAN AVE. N.
TRAFFIC SIGNAL IMPROVEMENT
DESIGNED. _._. _ DATE_ _��=52_i FILE
H.
DRAWN--R. A. • SCALE ! _ - 0 _- FIELD HOO}C ___,PAGE
CHECKED-P• L •-
fi APPROVED_ '` SHEET-2--OF-3
DIRECTOR OF ENGINEERI