HomeMy WebLinkAboutTRO4101438.1CONSTRUCTION NOTES R/W
I I R/W
1 I
O1 INSTALL SIGNAL POLE #1 AT APPROX. STA 153 + 11, 42` LT.; O INSTALL DESIGN "B" JUNCTION BOXES AT APPROX. LOCATIONS 18 17 88+86
T ! ,_�TSHOWN. USE WSDOT STANDARD PLAN J-11. 8
r'1�;,..c < Lt�:.. -_ SIGNAL HEADS, 250 W H.P.S. LUMINAIRE; TWO
PEDESTRIAN SIGNAL HEADS; TVIO PEDESTRIAN PUSHBUTTONS; TWO I 0
ONE DIRECTION PREEMPTION DETECTORS; D3-3 "88TH AVE. S., O9 INSTALL DESIGN "C" JUNCTION BOX AT APPROX. LOCATION +
I 89 �
LIND AVE. S. W." SIGN.* SHOWN. USE WSDOT STANDARD PLAN J-11.
I s
INSTALL SIGNAL POLE #2 AT APPROX. STA. 154 + 17, 42` RT.; 10 USE EXISTING INTERMEDIATE DESIGN JUNCTION BOX,
3 I
THREE VEHICLE SIGNAL HEADS; 250 W H.P.S. LUMINAIRE; TWO I
PEDESTRIAN SIGNAL HEADS; TWO PEDESTRIAN PUSHBUTTONS; D3-3 II REMOVE EXISTING INTERMEDIATE DESIGN JUNCTION BOX AND
" LND AVL. S.W , 88TH AVE. S." SIGN.* RELOCATE. C6
II
3O INSTALL SIGNAL POLE #3 AT APPROX. STA. U
+ 53, 42` RT.; 12 INSTALL 6` X 6` (3 TURN) `NDUC?lON LOOP VEHICLE DETECTORS I I
THREE VEHICLE SIGNAL HEADS; 250 W H.P.S. LUMINAIRE; TWO AT THE LOCATIONS SHOWN. USE DETAILS E AND F. W i i 8
PEDESTRIAN SIGNAL HEADS; TWO PEDESTRIAN PUSHBUTTON; D3-3 > I T
"S.W. 43RD ST (S 180TH ST.)" SIGN.* Q
1
*FOR SIGNAL POLES, USE DETAILS B, C AND D AND THE FOLLOW- I
� I
OINSTALL SIGNAL DOLE #4 AT APPROX. STA. 90 + 531 421 LT.; ING WSDOT STANDARD PLANS: i 4 % I
THREE VEHICLE SIGNAL HEADS; 250 W H.P.S. LUMINAIRE; TWO Z
PEDESTRIAN SIGNAL +FA''"; TWO PEDESTRIAN PUSHBUTTONS; TWO J-6 (TYPE A MOUNTING) J 1
ONE -DIRECTION PREENi+T,ON DETECTORS; D3-3 "S. 180TH ST. J-6A (BACKPLATE AND TUNNEL VISOR)
(S.W. 43RD ST,)" SIGN,# J--6B 'TYPE L MOUNTING)
I.
J-H (SIGNAL POLE FOUNDATION) I I
O5 INSTALL TYPE M FOUNDATION AND TRAFFIC SIGNAL CONTROLLER I I 6
CABINET AT APPROX. STA. 153 + 13, 62` LT, USE WSDOT 3 I 36
STANDARD PLAN J-6c. z
o
6 INSTAL, FOUNDATION AND t�_ECTRICAL SERVICE CABINET AT S
O
5•
APPROX. STA. 152 + 96, 53' LT. USE DETAIL H.
5
O INSTALL INTERMEDIATE DESIGN JUNCTION BOXES AT APPROX. I I
I
LOCATIONS SHOWN. USE DETAIL A. 9 18 19 1� 15 3 90+34
6 to 0 �• I C
9 % / 14 13 t�3 22 1
5
21 10 �
2
!4 1 n1l A16
17 I 5
APPROX.14-4
I
STA.153+05 26'LT. 2 2
_ 1
a t
151
II
12
11
6 r 9 10, 7 5' LIND AVE. S.W. 3 4-
y STA. 91+ 05.23= LO
. ■ .I STA. 0+ 0 0
■
10 ! 8 I APPROX. I 4
STA. 153+05.28' RT. �
R/W -- -- --- -- -- _----- ----_
25 2:
8 8 3
2 8 2 _-
WIRING SCHEDULE7 24 _ 5
� 19 20
A4-1c #14 (TWISTED PAIRS) SAWCUT, 1" CONDUIT Aii 2-1C #8, 1-lc #10 BARE 2V" SCH. 40 PVC CONDUIT, -�
�� S-5c 2" SCH. 40 PVC CONDUIT (SPARE) 0+ 71
A2 1-2C #14 SHIELDED 1V SCH, 40 PVC CONDUIT
2-1c #8, 1-1C #10 BARE 1_" SCH. 40 PVC CONDUIT 21 22 I
A 4 1c #8, 1-IC #10 BARE IV SCH. 80 PVC CONDUIT Q
A1-2c #14 SHIELDED 12" SCH. 40 PVC CONDUIT 6-2C #14 SHIELDED 3V SCH. 80 PVC CONDUIT j
1-6C SHIELDED, 7-5CT91
AA2-IC #14 (TWISTED PAIR) SAWCUT, 1" CONDUIT �o ! I
2-lc #8, 1-lc BARE 22' SCH. 40 PVC CONDUIT
-lb-lc #14 (TWISTED PAIRS SAWCUT, 1-L2" CONDUIT
4-5c, 2-3c (PREEMPTION) 2" SCH. 40 PVC CONDUIT (SPARE) 40 `
I
A6 EXISTING 1-6c SHIELDED EX. 1 "SCH. 4O PVC CONDUIT A2-1C #8, 1-1c #10 BARE 2 EXISTING, 3" SCH. 80 PVC ( I
- - EX. IV SCH, 40 PVC CONDUIT 3-2C #14 SHIELDED CONDUIT I I
Ex. 2 lc #8, 1 1c #10 BARE
1-6c SHIELDED I
„ 4-5c, 2-3c (PREEMPTION) 3 8 I
A 1-6c JH'ELDED 1 SCH. 40 PVC CONDUIT I
� I
2-IC #8, 1-lc #10 BARE 12" SCH. 40 PVC CONDUIT 17 2-1c #8, 1-1c #10 BARE 2?" SCH. 40 PVC CONDUIT,
8 ,- #$ 1- #lO BARE lz" SCH. 4O PVC CONDUIT 4-5C, 2-3c (PREEMPTION) 2" SCH. 40 PVC CONDUIT (SPARE) 2 1C , lc
I
I
CONDUCTORS PER PUGET SOUND POWER & LIGHT CO. REQUIREMENTS l_" SCH. 40 PVC CONDUIT A 15-5c, 4-3C (PREEMPTION) 2-4" SCH. 40 PVC CONDUIT
�� I
12-2c #14 SHIELDED 2 SCH, 40 PVC CONDUIT (SPARE) 1 I
,. 1 �
3-6c SHIELDED I
10 6-1c #8, 1-IC #10 BARE 2" SCH. 40 PVC CONDUIT 2-1C 46 (SERVICE), 1-1C #lO BARE
I I
2-lc #6 (SERVICE) 2" SCH. 40 PVC CONDUIT A 2-1C #8, 1-lc #10 BARE, 2-3" SCH. 80 PVC CONDUIT 1
AII3-2c #14 SHIELDED, 4 I
2-1C #8, 1-IC #10 BARE 2' SCH. 40 PVC CONDUIT 1
ae 1-6C SHIELDED, R/W 1+ 94 -�
4-5c 2 SCH. 4O PVC CONDUIT (SPARE) 4-5c, 2-3C (PREEMPTION)
A2-1c #8, 1-1c #10 BARE 3" SCH. 80 PVC CONDUIT, A2O 4-1c #8, 1-1c #10 BARE EXISTING 1�" STEEL CONDUIT
3-2C #14 SHIELDED 2 SCH. 80 PVC CONDUIT (SPARE) 6-2c #14 SHILLDED EXISTING 312" STEEL CONDUIT
1-6C SHIELDED, 4-5c 1-6c SHIELDED, 7-5c
23
7
28
SIGNAL PHASING DIAGRAM
0 2+5
SIGNAL FACE SCHEDULE
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DONT Z an
�.__.. R 12 R 12 ►--, ,- �,
WALK
� o
HEADS 21 -- 28 �=
Y 8 Y 12„
G 3 1�- G 12 �.
a.
we
. el�z o
HEADS 1-8 ,o
c c
4% pG `� 2 �
Ww s c
ONLY
HEADS 9-12 C; o
m
SIGNS TO BE FURNISHED BY
CITY AND BOLTED TO SIGNAL
HEADS BY CONTRACTOR.
2
10' 27 10' 28 155 5 156 �-
--
7 S.W. 43RD ST. (S. 180TH ST.) 8
2 7
0
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Q
W
W
W
OD
OD
R/W
NOTE
ALL CONSTRUCTION WITHIN THE PI.E. DRIVEWAY
SHALL NOT TAKE PLACE UNLESS THE ENGINEER
C-0 DIRECTS.
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LEGEND
—y,► VEHICLE SIGNAL HEAD
PEDESTRIAN SIGNAL HEAD
H► PREEMPTION DETECTOR
® TRAFFIC SIGNAL CONTROLLER CABINET
® DESIGN'B' CONCRETE JUNCTION BOX
B INTERMEDIATE DESIGN CONCRETE JUNCTION BOX
Q DESIGN 'C' CONCRETE JUNCTION BOX
— — — UNDERGROUND CONDUIT
TRAFFIC MOVEMENT IDENTIFICATION
L7 INDUCTION LOOP VEHICLE DETECTOR
❑v UNDERGROUND ELECTRICAL VAULT ( VERIFY LOCATION)
Qs ELECTRICAL SERVICE CABINET
250 W H.PS. LUMI NAIRE
:r� 400 W H.PS. LUMINAIRE
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SCATHED OrT 2 7 ZO06 TRANSPORTATION PLANNING & ENGINEERING, INC.
BELLEVUE. WASHINGTON 98004 Ph(206)455-5320
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Date 2/10/81
Scale 1
= 20
Designed_
DHE
Drawn
RF M
Checked
DHE _
Approved
VHB
Dwg.
:dumber
SHEET `
�G 9-of_25—