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PROJECT
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OCTOBER 2003
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TRANSPORTATION SYSTEMS DIRECTOR DATE
MAINTENANCE SERVICES DIRECTOR DATE
PLAN REVIEW DATE
UTILITY SYSTEMS DIRECTOR DATE
FIRE MARSHALL DATE
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MRAWING INLIEX
SHEET NO.
DESCRIPTION
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PAVEMENT MARKING, TRAFFIC SIGNING AND INTERSECTION PLAN
TS 1
TRAFFIC SIGNAL PLAN
TS2
TRAFFIC SIGNAL WIRING DIAGRAM
TS3
TRAFFIC SIGNAL POLE DETAILS
TS4
TRAFFIC SIGNAL DETAILS
TS5
TRAFFIC SIGNAL INTERCONNECT PLAN
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PROJECT
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OCTOBER 2003
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REVIEWED FOR COMPLIANCE TO CITY STANDARDS:
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TRANSPORTATION SYSTEMS DIRECTOR DATE
MAINTENANCE SERVICES DIRECTOR DATE
PLAN REVIEW DATE
UTILITY SYSTEMS DIRECTOR DATE
FIRE MARSHALL DATE
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MRAWING INLIEX
SHEET NO.
DESCRIPTION
TITLE, DRAWING INDEX, AND VICINITY MAP
C1
PAVEMENT MARKING, TRAFFIC SIGNING AND INTERSECTION PLAN
TS 1
TRAFFIC SIGNAL PLAN
TS2
TRAFFIC SIGNAL WIRING DIAGRAM
TS3
TRAFFIC SIGNAL POLE DETAILS
TS4
TRAFFIC SIGNAL DETAILS
TS5
TRAFFIC SIGNAL INTERCONNECT PLAN
ROLL 2.0.... � F IR 186
RECOMMENDED FOR APPROVAL
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DATE
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DRIVEWAY FROM STA 6 +97 TO STA 7 +17 PER STANDARD
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PORTION OF NW 114 OF SEC. 19, T. 23 N., R. 05 E., W.M.
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DRIVEWAY FROM STA 6 +97 TO STA 7 +17 PER STANDARD
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PROPERTY LINE
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PORTION OF NW 114 OF SEC. 19, T. 23 N., R. 05 E., W.M.
- _ - 16
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INSTALL 2' WIDE STRIP OF TRUNCATED DOME DETECTABLE
WARNING PATTERN PER I•
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REMOVE EXISTING DRIVEWAY, CURB AND PLANTER STRIP.
INSTALL NEW 20' WIDE
DRIVEWAY FROM STA 6 +97 TO STA 7 +17 PER STANDARD
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INSTALL TYPE 6 EXTRUDED CONCRETE CURB WITH DRAINAGE
NOTCHES EVERY 6'
PER STANDARD PLAN F004 TO CREATE NEW OR MODIFIES
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RELOCATE EXISTING WOOD POST AND SIGN.
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PROPERTY LINE
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11 2�
PORTION OF NW 114 OF SEC. 19, T. 23 N., R. 05 E., W.M.
- _ - 16
550 S.W. 7TH ST.
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CONSTRUCTION NOTES I
O REMOVE EXISTING TREE.
O REMOVE EXISTING CURB AND GUTTER AS NECESSARY. INSTALL NEW CURB,
GUTTER AND SIDEWALK RAMP TYPE 1--B PER WSDOT STANDARD PLAN F--3a WITH
TRUNCATED DOME DETECTABLE WARNING PATTERN. INSTALL 3' X 4' LANDING
CONNECTING SIDEWALK RAMP TO EXISTING SIDEWALK.
O REMOVE EXISTING RAISED PAVEMENT MARKERS FROM WITHIN THE INTERSECTION.
O4 REMOVE EXISTING LANE STRIPE FROM STA. 0 +40 TO STA. 1+80. INSTALL
APPROACH STRIPE PER STANDARD PLAN H002.
O INSTALL PLASTIC 24" STOP BAR.
O INSTALL PLASTIC CROSSWALK STRIPE (TYPICAL) PER STANDARD PLAN H012.
7 INSTALL PLASTIC MODIFIED CROSSWALK STRIPE ON SIDEWALK (TYPICAL) PER
STANDARD PLAN H012, EXCEPT THE STRIPE LENGTH SHALL MATCH THE SIDEWALK
WIDTH (APPROX. 5').
g INSTALL PLASTIC TYPE 2R TRAFFIC ARROW PER STANDARD PLAN H009.
O9 REMOVE EXISTING STOP SIGN AND POST.
10 REMOVE EXISTING CONCRETE DRIVEWAY. INSTALL NEW CURB AND GUTTER PER
STANDARD PLAN F008 TO MATCH EXISTING CURB. BACK FILL AREA BETWEEN
SIDEWALK AND CURB WITH TOPSOIL AND PLANT GRASS TO MATCH EXISTING.
11 REMOVE CURB AROUND PERIMETER OF EXISTING PARKING ISLAND. REMOVE
TOPSOIL TO DEPTH OF 6" BELOW ADJACENT PAVEMENT. PROPERTY OWNER
RESPONSIBLE FOR REMOVING LANDSCAPING PLANTS AND SPRINKLER SYSTEM.
INSTALL CRUSHED STONE BASE, COMPACT AND REPAVE WITH TYPE B ASPHALT
TO MATCH EXISTING PAVEMENT THICKNESS.
12 SAW CUT AND REMOVE ASPHALT FROM INTERIOR OF ISLAND, 12" FROM BACK OF
PROPOSED CURB. AFTER CURB IS INSTALLED BACKFILL WITH TOPSOIL TO TOP OF
CURB. PROPERTY OWNER RESPONSIBLE FOR INSTALLATION OF LANDSCAPING
PLANTS AND SPRINKLER SYSTEM.
13 WIDEN EXISTING DRIVEWAY TO 40' WIDTH PER STANDARD PLAN F006 TO SERVE
ENTERING AND EXITING VEHICLES.
14 CITY OF RENTON TO REMOVE CONCRETE POST AND AIR VACUUM RELEASE.
15 REMOVE EXISTING PARKING STALL MARKINGS (TYPICAL).
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ROLL 20�
12' 120
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1 STA. 0 +40
STOP BAR. LT. 30" 30" 2401 24„
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BEGIN APPROACH STRIPE, 12' LT.
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TRAFFIC ARROW, LT.
j TRAFFIC SIGN, 29' LT.
IKAFFIC ARROW, LT.
STA. 1+ 80
END APPROACH STRIPE, 12' LT.
TRAFFIC SIGN, 29' LT.
FR .
187
RIGHT LANE
MUST
TURN RIGHT
30"
ENTER T)
30"
ONLY
30"
R3 -7R
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R4 -8
PLAN H009.
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INSTALL DOUBLE YELLOW CENTERLINE PER STANDARD PLAN
H001.
STA
-- --STOP BAR, LT. !
R /W;i 20'R-
CONSTRUCTION NOTES I
O REMOVE EXISTING TREE.
O REMOVE EXISTING CURB AND GUTTER AS NECESSARY. INSTALL NEW CURB,
GUTTER AND SIDEWALK RAMP TYPE 1--B PER WSDOT STANDARD PLAN F--3a WITH
TRUNCATED DOME DETECTABLE WARNING PATTERN. INSTALL 3' X 4' LANDING
CONNECTING SIDEWALK RAMP TO EXISTING SIDEWALK.
O REMOVE EXISTING RAISED PAVEMENT MARKERS FROM WITHIN THE INTERSECTION.
O4 REMOVE EXISTING LANE STRIPE FROM STA. 0 +40 TO STA. 1+80. INSTALL
APPROACH STRIPE PER STANDARD PLAN H002.
O INSTALL PLASTIC 24" STOP BAR.
O INSTALL PLASTIC CROSSWALK STRIPE (TYPICAL) PER STANDARD PLAN H012.
7 INSTALL PLASTIC MODIFIED CROSSWALK STRIPE ON SIDEWALK (TYPICAL) PER
STANDARD PLAN H012, EXCEPT THE STRIPE LENGTH SHALL MATCH THE SIDEWALK
WIDTH (APPROX. 5').
g INSTALL PLASTIC TYPE 2R TRAFFIC ARROW PER STANDARD PLAN H009.
O9 REMOVE EXISTING STOP SIGN AND POST.
10 REMOVE EXISTING CONCRETE DRIVEWAY. INSTALL NEW CURB AND GUTTER PER
STANDARD PLAN F008 TO MATCH EXISTING CURB. BACK FILL AREA BETWEEN
SIDEWALK AND CURB WITH TOPSOIL AND PLANT GRASS TO MATCH EXISTING.
11 REMOVE CURB AROUND PERIMETER OF EXISTING PARKING ISLAND. REMOVE
TOPSOIL TO DEPTH OF 6" BELOW ADJACENT PAVEMENT. PROPERTY OWNER
RESPONSIBLE FOR REMOVING LANDSCAPING PLANTS AND SPRINKLER SYSTEM.
INSTALL CRUSHED STONE BASE, COMPACT AND REPAVE WITH TYPE B ASPHALT
TO MATCH EXISTING PAVEMENT THICKNESS.
12 SAW CUT AND REMOVE ASPHALT FROM INTERIOR OF ISLAND, 12" FROM BACK OF
PROPOSED CURB. AFTER CURB IS INSTALLED BACKFILL WITH TOPSOIL TO TOP OF
CURB. PROPERTY OWNER RESPONSIBLE FOR INSTALLATION OF LANDSCAPING
PLANTS AND SPRINKLER SYSTEM.
13 WIDEN EXISTING DRIVEWAY TO 40' WIDTH PER STANDARD PLAN F006 TO SERVE
ENTERING AND EXITING VEHICLES.
14 CITY OF RENTON TO REMOVE CONCRETE POST AND AIR VACUUM RELEASE.
15 REMOVE EXISTING PARKING STALL MARKINGS (TYPICAL).
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ROLL 20�
12' 120
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12' 12'
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1 STA. 0 +40
STOP BAR. LT. 30" 30" 2401 24„
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BEGIN APPROACH STRIPE, 12' LT.
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STA. 0 +60
TRAFFIC ARROW, LT.
j TRAFFIC SIGN, 29' LT.
IKAFFIC ARROW, LT.
STA. 1+ 80
END APPROACH STRIPE, 12' LT.
TRAFFIC SIGN, 29' LT.
FR .
187
RIGHT LANE
MUST
TURN RIGHT
30"
ENTER T)
30"
ONLY
30"
R3 -7R
R5 -1
R3 -5R
R4 -8
PLAN H009.
17
INSTALL DOUBLE YELLOW CENTERLINE PER STANDARD PLAN
H001.
30"
TRAFFIC SIGN DETAILS
T 3�2 /a2
CONSTRUCTION NOTES CONTINUED
16
INSTALL PLASTIC TYPE I TRAFFIC ARROW PER STANDARD
PLAN H009.
17
INSTALL DOUBLE YELLOW CENTERLINE PER STANDARD PLAN
H001.
18
INSTALL 2' WIDE STRIP OF TRUNCATED DOME DETECTABLE
WARNING PATTERN PER I•
WSDOT STANDARD PLAN F -3o.
19
REMOVE EXISTING DRIVEWAY, CURB AND PLANTER STRIP.
INSTALL NEW 20' WIDE
DRIVEWAY FROM STA 6 +97 TO STA 7 +17 PER STANDARD
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PLAN F006. �
20
INSTALL TYPE 6 EXTRUDED CONCRETE CURB WITH DRAINAGE
NOTCHES EVERY 6'
PER STANDARD PLAN F004 TO CREATE NEW OR MODIFIES
LANDSCAPING ISLANDS.
MATCH EXISTING CURB.
21
RELOCATE EXISTING WOOD POST AND SIGN.
TRANSPORTATION PLANNING
& ENGINEERING, INC.
2223 -1121H AVENUE NORTFIEAST, SUITE 101
eEUEwE, wAsraNCTON gaooa
TEL. (425) 455-5320 fAX (425) 453 -5759
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SIGNAL FACE SCHEDULE PORTION OF NW 1/4 OF
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Y O 12" Lf WITH RED AND GREEN LED INDICATIONS, BACKPLATES AND
PEDESTRIAN TUNNEL VISORS. ALL YELLOW INDICATIONS SHALL BE
G O 12 HEAD N0. INCANDESCENT. ALL VEHICLE SIGNAL HEADS SHALL USE
MOUNTING TYPE M. USE STANDARD PLANS J019 AND J020.
26,27,66,67
VEHICLE HEAD N0. 86,87 2. ALL PEDESTRIAN SIGNAL HEADS SHALL HAVE LEO SYMBOLIC I
21 p22,41,42 LEGENDS AND 'Z' CRATE VISORS. PEDESTRIAN SIGNAL HEADS
61 962981,82 SHALL USE CLAM SHELL TYPE E MOUNTS.
LEGEND
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VEHICLE SIGNAL HEAD
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SIGNAL STANDARD, TYPE III
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TYPE 1 JUNCTION BOX — J015, J016
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TYPE 2 JUNCTION BOX — J015, J016
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PREEMPTION DETECTOR (EVP)
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SIGNAL FACE SCHEDULE PORTION OF NW 1/4 OF
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Y O 12" Lf WITH RED AND GREEN LED INDICATIONS, BACKPLATES AND
PEDESTRIAN TUNNEL VISORS. ALL YELLOW INDICATIONS SHALL BE
G O 12 HEAD N0. INCANDESCENT. ALL VEHICLE SIGNAL HEADS SHALL USE
MOUNTING TYPE M. USE STANDARD PLANS J019 AND J020.
26,27,66,67
VEHICLE HEAD N0. 86,87 2. ALL PEDESTRIAN SIGNAL HEADS SHALL HAVE LEO SYMBOLIC I
21 p22,41,42 LEGENDS AND 'Z' CRATE VISORS. PEDESTRIAN SIGNAL HEADS
61 962981,82 SHALL USE CLAM SHELL TYPE E MOUNTS.
LEGEND
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TYPE 1 JUNCTION BOX — J015, J016
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TYPE 2 JUNCTION BOX — J015, J016
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TYPE 3 JUNCTION BOX — J015, J016
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PREEMPTION DETECTOR (EVP)
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CONTROLLER CABINET
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VIDEO VEHICLE DETECTOR
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SIGNAL FACE SCHEDULE PORTION OF NW 1/4 OF
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1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL HEADS
Y O 12" Lf WITH RED AND GREEN LED INDICATIONS, BACKPLATES AND
PEDESTRIAN TUNNEL VISORS. ALL YELLOW INDICATIONS SHALL BE
G O 12 HEAD N0. INCANDESCENT. ALL VEHICLE SIGNAL HEADS SHALL USE
MOUNTING TYPE M. USE STANDARD PLANS J019 AND J020.
26,27,66,67
VEHICLE HEAD N0. 86,87 2. ALL PEDESTRIAN SIGNAL HEADS SHALL HAVE LEO SYMBOLIC I
21 p22,41,42 LEGENDS AND 'Z' CRATE VISORS. PEDESTRIAN SIGNAL HEADS
61 962981,82 SHALL USE CLAM SHELL TYPE E MOUNTS.
LEGEND
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VEHICLE SIGNAL HEAD
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PEDESTRIAN SIGNAL HEAD
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TYPE 1 JUNCTION BOX — J015, J016
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PREEMPTION DETECTOR (EVP)
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20 0 20 40
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TRAFFIC SIGN DETAILS
USE STANDARD PLAN G022 AND
WSDOT SIGN FABRICATION MANUAL
R9 -3a D3 -101
CD 18 p LI N D AVE SW o
18”
18"
D3 -101
18 PIP Sw 7TH ST (ID
60"
op
R3 -5R
(i)
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30"
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1
j 8 r 9 _
' 8 CONSTRUCTION NOTES
i i I 11
13 _ ,, 9 USE STANDARD PLANS J021, J0241 J025, J029, J032, J035, J036 AND J037.
14 1 * INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD WITH 40' MAST ARM, TWO VEHICLE SIGNAL
I O
' I HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, TWO PPB —M, TERMINAL CABINET TRAFFIC
SIGN, AND 250 WATT HPS M —C —III LUMINAIRE AT 35' MOUNTING HEIGHT ON 16' ARM.
° I 1 2 * INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD '
S D D WITH 27 MAST ARM, TWO VEHICLE SIGNAL
HEADS, EVP DETECTOR, PEDESTRIAN SIGNAL HEAD, PPB —M TERMINAL CABINET TWO TRAFFIC SIGNS
C S G S
• _ AND 250 WATT HPS M —C —III LUMINAIRE AT 3 MOUNTING '
5 OUN ING HEIGHT ON 6 ARM.
INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD WITH 28 MAST ARM, TWO VEHIC E SIGNAL
,, • I s O L
HEADS, EVP DETECTOR, PEDESTRIAN SIGNAL HEAD TERMINAL CABINET
TWO TRAFFIC SIGNS AND 250
i _ ' ► V)
1 t ! WATT HPS M--C —III LUMINAIRE AT 35' MOUNTING HEIGHT ON 6' ARM.
> * ,
INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD WITH 25 MAST ARM, TWO VEHICLE SIGNAL
HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS TERMINAL A
{� ` I o CABINET, Two TRAFFIC SIGNS, AND
► t � 1=1 •:1 250 WATT HPS M--C —III LUMINAIRE AT 35 MOUNTING HEIGHT ON 8 ARM.
° is _z
I ? ► + II I� J 5 INSTALL FOUNDATION AND TYPE PPB POST WITH
TWO PPB —M PER STANDARD PLANS J022 AND J024.
INSTALL FOUNDATION AND TYPE PPB POST WITH ONE PPB —M PER STANDARD PLANS J022 AND J024.
DRILL 1 INCH DIAMETER HOLE IN THE BOTTOM OF LUMINAIRE ARM 1' FROM LUMINAIRE HEAD. INSTALL
! , CITY SUPPLIED VIDEO AND POWER CABLES FROM CONTROLLER CABINET () E TO LUMINAIRE ARM. COIL 6
Cr! ``'•; OF CABLE(S) AT LUMINAIRE ARM AND 10' AT CONTROLLER CABINET. INSTALL RUBBER GROMMET AND
10 SEAL HOLE ON LUMINAIRE ARM WITH CAULKING. CITY TO PROVIDE AND INSTALL CAMERA AND
1 I ' RELATED EQUIPMENT REQUIRED FOR COMPLETE VIDEO DETECTION SYSTEM.
INSTALL FOUNDATION AT '
I s $ NS LL OU DATION LIND AVE. S.W. STA. 0 +56, 31 LT. PER STANDARD PLAN J028. INSTALL
it i NEMA TYPE P TRAFFIC SIGNAL CONTROLLER CABINET, NEMA TRAFFIC SIGNAL CONTROLLER AND
= N AUX!LIARY EQUIPMENT.
INSTALL FOUNDATION AT LIND AVE. S.W. STA. 0 +63, 31 LT. PER STANDARD PLAN J010. INSTALL
,I +�►�w��: 120/240 VOLT SINGLE PHASE ELECTRICAL SERVICE CABINET. COORDINATE WITH DENNIS DORE AT
PUGET SOUND ENERGY Al 253 - 395 - 7023 FOR SERVICE CONNECTION.
I
1 p EXISTING LIGHT STANDARD TO BE REMOVED BY PUGET SOUND ENERGY. COORDINATE WITH PAUL
} KINBERG AT PUGET SOUND ENERGY AT 425-456-2618.
26 8.
J` WAS
TRANSPORTATION PLANNING
P & ENGINEERING INC. h
G x 7�'•i 1 a� t
2223-112TH AVENUE NORTHEAST, SUITE 101
p SELLEAK, WASHINGTON 98004 `'s� °'_T
TEL. ( 425) 455-5320 FAX ( 425) 453-5759 /0-7-07
_ tics �ra�ca
SIGNAL PHASING DIAGRAM
Ho
Es
PEDESTRIAN MOVEMENT
----► PROTECTED VEHICLE MOVEMENT
-- ♦► PERMITTED VEHICLE MOVEMENT
PREEMPTION SCHEDULE
CIRCUIT
CONDUIT
SIZE
CONDUCTORS
AL
B
4 +8
C
2 +6
D
4 +8
taws
■GWa�������ns��rr�
op
R3 -5R
(i)
36"
ONLY
30"
/i
t�
i�
o
1
j 8 r 9 _
' 8 CONSTRUCTION NOTES
i i I 11
13 _ ,, 9 USE STANDARD PLANS J021, J0241 J025, J029, J032, J035, J036 AND J037.
14 1 * INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD WITH 40' MAST ARM, TWO VEHICLE SIGNAL
I O
' I HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS, TWO PPB —M, TERMINAL CABINET TRAFFIC
SIGN, AND 250 WATT HPS M —C —III LUMINAIRE AT 35' MOUNTING HEIGHT ON 16' ARM.
° I 1 2 * INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD '
S D D WITH 27 MAST ARM, TWO VEHICLE SIGNAL
HEADS, EVP DETECTOR, PEDESTRIAN SIGNAL HEAD, PPB —M TERMINAL CABINET TWO TRAFFIC SIGNS
C S G S
• _ AND 250 WATT HPS M —C —III LUMINAIRE AT 3 MOUNTING '
5 OUN ING HEIGHT ON 6 ARM.
INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD WITH 28 MAST ARM, TWO VEHIC E SIGNAL
,, • I s O L
HEADS, EVP DETECTOR, PEDESTRIAN SIGNAL HEAD TERMINAL CABINET
TWO TRAFFIC SIGNS AND 250
i _ ' ► V)
1 t ! WATT HPS M--C —III LUMINAIRE AT 35' MOUNTING HEIGHT ON 6' ARM.
> * ,
INSTALL FOUNDATION AND TYPE III SIGNAL STANDARD WITH 25 MAST ARM, TWO VEHICLE SIGNAL
HEADS, EVP DETECTOR, TWO PEDESTRIAN SIGNAL HEADS TERMINAL A
{� ` I o CABINET, Two TRAFFIC SIGNS, AND
► t � 1=1 •:1 250 WATT HPS M--C —III LUMINAIRE AT 35 MOUNTING HEIGHT ON 8 ARM.
° is _z
I ? ► + II I� J 5 INSTALL FOUNDATION AND TYPE PPB POST WITH
TWO PPB —M PER STANDARD PLANS J022 AND J024.
INSTALL FOUNDATION AND TYPE PPB POST WITH ONE PPB —M PER STANDARD PLANS J022 AND J024.
DRILL 1 INCH DIAMETER HOLE IN THE BOTTOM OF LUMINAIRE ARM 1' FROM LUMINAIRE HEAD. INSTALL
! , CITY SUPPLIED VIDEO AND POWER CABLES FROM CONTROLLER CABINET () E TO LUMINAIRE ARM. COIL 6
Cr! ``'•; OF CABLE(S) AT LUMINAIRE ARM AND 10' AT CONTROLLER CABINET. INSTALL RUBBER GROMMET AND
10 SEAL HOLE ON LUMINAIRE ARM WITH CAULKING. CITY TO PROVIDE AND INSTALL CAMERA AND
1 I ' RELATED EQUIPMENT REQUIRED FOR COMPLETE VIDEO DETECTION SYSTEM.
INSTALL FOUNDATION AT '
I s $ NS LL OU DATION LIND AVE. S.W. STA. 0 +56, 31 LT. PER STANDARD PLAN J028. INSTALL
it i NEMA TYPE P TRAFFIC SIGNAL CONTROLLER CABINET, NEMA TRAFFIC SIGNAL CONTROLLER AND
= N AUX!LIARY EQUIPMENT.
INSTALL FOUNDATION AT LIND AVE. S.W. STA. 0 +63, 31 LT. PER STANDARD PLAN J010. INSTALL
,I +�►�w��: 120/240 VOLT SINGLE PHASE ELECTRICAL SERVICE CABINET. COORDINATE WITH DENNIS DORE AT
PUGET SOUND ENERGY Al 253 - 395 - 7023 FOR SERVICE CONNECTION.
I
1 p EXISTING LIGHT STANDARD TO BE REMOVED BY PUGET SOUND ENERGY. COORDINATE WITH PAUL
} KINBERG AT PUGET SOUND ENERGY AT 425-456-2618.
26 8.
J` WAS
TRANSPORTATION PLANNING
P & ENGINEERING INC. h
G x 7�'•i 1 a� t
2223-112TH AVENUE NORTHEAST, SUITE 101
p SELLEAK, WASHINGTON 98004 `'s� °'_T
TEL. ( 425) 455-5320 FAX ( 425) 453-5759 /0-7-07
_ tics �ra�ca
SIGNAL PHASING DIAGRAM
Ho
Es
PEDESTRIAN MOVEMENT
----► PROTECTED VEHICLE MOVEMENT
-- ♦► PERMITTED VEHICLE MOVEMENT
PREEMPTION SCHEDULE
CIRCUIT
PHASE
A
2 +6
B
4 +8
C
2 +6
D
4 +8
ROLL ZO�
FR � 188
r
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IV— O E� 726 P.P.B. 27 FIELD WIRE TERMINATIONS CONTROLLER C
727
0 726 g WIRE !
P.P.B. 26 727
o TERMINATIONS
O
C P.P.B. 87 786 g
9 -.4- 787 0
00
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SIGNAL HEAD 21
° Q R 621 R SIGNAL HEAD 22 4 911 1 826
(n \ TERMINAL CABINET 3 912 E.V.P. c 827
.Q Y 62 0 E.V.P. A R 621 R
_ 2
Q G 623 G 1 92 829
F" o° 921 0 Y 622 0 F? 62 R 0 522 2 836 0
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F= T- 923 �Bl 625 -- g 624 g R 681 R- E.V.P. D R 681 R 932 839 0
N W 625 W Y 682 0- 981--o- 7-682-0— 933 E.V.P. Ev 0 846 4 $
=, J
EG: G 683 G- 982 Y G 683 G 0 941 4 0 $47 °
0 z V Q 684 B- 983 L 684 B Y 942 E.V.P. a 866
651 R 685 W- 685 W BL 943 2 867
W v 1652 TERMINAL CABINET 4 951 5 �' 868 6
Q 952 E.V.P. A W 869
Q 653 G 953 a
o C-) PED. HEAD 27 654 B
961 6
> Q 721 TO O 962 E.V.P. C
z F- � 2 R 655 R 681 R 963
u 722 G CONTROLLER 0 682 BL 971
3 � 725 W R 721 R CABINET PED. HEAD 26 G 683 G 972 E -4-P. e
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B 684 B 973
CL 0 725 W 7,;1 R 685 p 981 8
7�2 G TO Y 982 E.V.P. D
726 VIDEO 7L5 W R 721 CON TROLLER BL 983 9
0 727 VEHICLE R G 722 G CABINET
r DETECTOR
0
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626 -j W 725 NEUTRAL 27 2
Y 627 B 726 DETECTOR
26 a 0 � 727 DE'ECTOR
2 1 29 N 731 HAND
-- 631 732 MAN
4 08 632 735 NEUTRAL 36 3
633 31 736 DETECTOR 37
V)
uj 634 32 737 DETECTOR N
Q 1635 Q 741 HAND
3
636 a 742 MAN
745 NEUTRAL 45 4 4
o z 637 w i 47 v
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641 N 751 HAND z
R 661 R SIGNAL HEAD 62 TERMINAL CABINET 1 R 642 2 MAN Q
0 41 56 ^
Y-662 0 E.V.P. C R 661 R G
643 755 NEUTRAL 57 5 a
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, G 663 G 961 0 Y 662 0 62 645 4 757 DETECTOR o
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0
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R 641 R R 641 R
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FG G 643 G 942 Y G 643 G p 642 0 0
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PED. HEAD 67 614 B 657 W R=781 HAND
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673 TO 766 R 751 R G 663 62
674 CONTROLLER P.P.B. 67 B G 762 G g 564
76 0 76 5 W w' 665
675 CABINET
B 766 666 6 B L 511
PED. HEAD 66 PED. HEAD 86 0 767 VIDEO 667 W W 513
668 OR
761 R 781 R VEHICLE 669 W S14 z
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782 G R 781 R 671 GN 515 0
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P.P.B. 66 66 VEHICLE oP���. P.P.B. 86 786 B 785 W 674
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TRANSPORTATION PLANNING .w W—"5 5 8
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687
2223 -112TH AVENUE NORTHEAST, SUITE 101 689
BELLEVUE, WASHINGTON 98004
TEL. (425) 455 -5320 FAX (425) 453 -5759
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SIGNAL ARM
ATTACHMENT POINT
F-r,p-Ni n
A. Vehicle Signal Head
B. Sign, Std Plon G -9
C. Luminaire Arm
D. Pre —Empt Detector
E. Signal Most Arm
F. Luminaire
G. Pedestrian Signal Head
H. Terminal Cabinet
I. Pedestrian Push Button Assembly, Std Plan J -5a
J. Handhole, Std Plan J -7c or J -8
CKWI SE
O
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V
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POLE ORIENTATION
ANGLE (P.O.A.)
DEGREES CLOCKWIS
FROM OFFSET LINE
TO OOPOIN T
TO
LOCATION STATION
ALL HANDHOLES
AT 1800
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL
PLAN VIEW
NOTES
O1 MOUNTING COUPLING TO BE INSTALLED BY
FABRICATOR AT OFFSET DISTANCES INDICATED
IN CHART.
IF TYPE "N" MOUNTING IS USED, DRILL 1" HOLE
IN MAST ARM AND INSTALL PLASTIC SPLIT
BUSHING FOR CABLE ENTRANCE.
O2 FIELD INSTALLED.
O3 SEE SPECIAL PROVISIONS FOR LUMINAIRE ARM TYPE.
OFOUNDATIONS SHALL CONFORM TO THE FOUNDATION
DETAILS IN THE STANDARD PLANS, EXCEPT ANCHOR
BOLT SIZE, MATERIAL, AND BOLT CIRCLE SHALL
CONFORM TO DETAILS ON THE PRE — APPROVED PLANS
OR SHALL BE AS APPROVED BY THE BRIDGE AND
STRUCTURES OFFICE.
i
2
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PPB POST
O
II
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B. Sign, Std Plon G -9
C. Luminaire Arm
D. Pre —Empt Detector
E. Signal Most Arm
F. Luminaire
G. Pedestrian Signal Head
H. Terminal Cabinet
I. Pedestrian Push Button Assembly, Std Plan J -5a
J. Handhole, Std Plan J -7c or J -8
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ALL HANDHOLES
AT 1800
POLE ORIENTATION AND
ATTACHMENT POINT DETAIL
PLAN VIEW
NOTES
O1 MOUNTING COUPLING TO BE INSTALLED BY
FABRICATOR AT OFFSET DISTANCES INDICATED
IN CHART.
IF TYPE "N" MOUNTING IS USED, DRILL 1" HOLE
IN MAST ARM AND INSTALL PLASTIC SPLIT
BUSHING FOR CABLE ENTRANCE.
O2 FIELD INSTALLED.
O3 SEE SPECIAL PROVISIONS FOR LUMINAIRE ARM TYPE.
OFOUNDATIONS SHALL CONFORM TO THE FOUNDATION
DETAILS IN THE STANDARD PLANS, EXCEPT ANCHOR
BOLT SIZE, MATERIAL, AND BOLT CIRCLE SHALL
CONFORM TO DETAILS ON THE PRE — APPROVED PLANS
OR SHALL BE AS APPROVED BY THE BRIDGE AND
STRUCTURES OFFICE.
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SIGNAL STANDARD POLE STANDARD D
* FUTURE SIGN BY OTHERS
ROLL 2 FFt 190
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.. •YIY Y xf 7 7d t t t M Y!t L JYT Yt TTT :A d t d4 7. 7 ITS! ! AT Y••IL.TST1f�M iTAYfdT T d7 X TArxA
': SY «T.•.a:tT«T �'T - '
TArsr$:- D Tr • D •+t Tst:T
..YaTnat:ea . 7 +r
1t:•Y :, ��r. rs
r .!• ::.:. D S
4"
VARIES
3" 30"
VARI ABLE
MAXIMUM
m
0
0
z
w
METER
BASE
GROUND BAR
ALL LETTERS: 6" - SERIES "E"
AS PER PLANS
R A DIRECTED
Q S D D E E
BY ENGINEER
CENTER OF SIGN AT
CENTER OF MAST ARM
SIGN
MAST ARM
N
r
--
all
VARIES
3" 30"
VENLY 3"
MAXIMUM
SPACED A ---t
BETWEEN
MOUNTING
MOUNTING
W
STRAPS
T_
NO.
BREAKER
VOLTAMPS
A
CURCUIT
DESCRIPTION
0
/Wp
pO�
AMP POLE
LIGHTING
A
1920
�
20
2
LIGHTING A
W
2
15
1
1440
� 52.
LIGHTING CONTROL
1P
=
cmr
W
3
4
50
1
20 AMP
4soo
S"AL
LIGHTING B
1920
C.H.
20
15 AMP
5
6
20
1
1920
ENCLOSURE (MS- 24 -TB)
LIGHTING B
HURRFII
1920
(CS1201-1)
B
2
1920
LIGHTING D
LIGHTING C
1920
20
9
10
a
2
1920
1920
Q
LIGHTING C
12
w
Q
0
m
0
0
z
w
METER
BASE
GROUND BAR
ALL LETTERS: 6" - SERIES "E"
AS PER PLANS
R A DIRECTED
Q S D D E E
BY ENGINEER
CENTER OF SIGN AT
CENTER OF MAST ARM
SIGN
MAST ARM
A
r
--
VARIES
3" 30"
VENLY 3"
MAXIMUM
SPACED A ---t
BETWEEN
MOUNTING
MOUNTING
STRAPS
STRAPS
T_
NO.
&A A (-r ARM
1I GN
SECTION
A -A
SIGN TO BE MOUNTED LEVEL AND HOLES DRILLED IN
FIELD AFTER SIGNAL POLE IS LEVELED AND ALL
SIGNAL FIXTURES INSTALLED.
TYPICAL MOUNTING
SIGN MOUNTING ON SIGNAL
DUAL MESSAGE POLE MAST ARM (FIXED MOUNT)
Y p� ADOPTED
CITY OF RENTON
STANDARD PLANS
�F N •� o� LST DATE: 10/30/96
EVISION BY APPR DWG. NAME: GR02 SP PAGE: G022
TO
PHOTO CELL
MAIN 15Q
TEST
SWI TCH
50A
20A
T SIGNAL
20A
20A 11 1 I 1 LIGHTING D
o o
• 51 50 •
. 51 r.
.
•
51 53 •
51
0 49 0
Ibbi e
8
o
0
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
58. SQUARE D LIGHTING CONTACTOR
(981 0DPA32V02U0
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2-626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1"'X-25" GASKET
CONTRACTOR IS RESPONSIBLE TO
VERIFY METER ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
10.50 -&j
MATERIAL:
8 O TYP
COATING TYPE:
DRAWN BY: MEKKI AL -AZADI 6, 0.75x1.25
TYP
HARDWARE: QUANTITY:
FINISH: W----?4
COLOR: ' 3.
DATE: OCT 24. 200 PAGE: OF:
POLE GROUND TERMINAL
HAND HOLE
,v #8 BARE COPPER GROUND WIRE
11 1117 N/
6- #7 BARS
#4 HOOPS AT 12 CENTER
� II II 1
4 -GALV. STEEL ANCHOR BOLTS � � I LL 0
SIZE TO FIT POLE REQUIREMENT ���\
SECTION A -A
WIRE CAGE
ION
3' S0. OR RD.
� JUNCTION 80X
CONCRETE PAD
Oy
4"
_T
7, _ o"
CONDUIT
SIZE AS
REQUIRED
5/8" x 8' COPPER CLAD
METALIC GROUND ROD
SIGNAL POLE FOUNDATION
Y p� ADOPTED
CITY OF RENTON
STANDARD PLANS
'P� N IT O� LST DATE: 12/96
DWG. NAME: JR--21
NOTES:
49. 225 AMP COPPER BUSSING 18 PLCS PANNEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BAB1050)
' 53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
56. HUBBELL SWITCH (CS1201-1)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
58. SQUARE D LIGHTING CONTACTOR
(981 ODPA32VO2UI)
0 0 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
o w 64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1"X.25 GASKET CONTRACTOR IS RESPONSIBLE TO
VERIFY METER ARRANGEMENT
16.
2.00
TYP dw
16,
ROLL 20 � FR 191
MEETS EUSERC REQUIREMENTS
APMovEO BY:
PllOET SOUND ENERGY
TACOMA POWER
JOB NAME: CITY OF RENTON
DISTM80110N:
CONTRACTOR.
PURCHASE ORDER:
MATERIAL: .125 5032 -H32 ALUM.
COATING TYPE: _
DRAWN SY: MEKKI AL -AZADI
HARDWARE: f QU AN T1 TY:
FINISH: MILL
COLOR:
SATE: _OCT 24, 20021 PAGE: OF:
�;"� ' '�'= 3 ��► /� Grp
SP PAGE: J029
BREAKER SCHEDULE
SERVICE VOLTAGE: 120 -240 BUS RATING: Z' Q_AMP
MOUNTING: BUS CONNECTION: 2 P 3 W
LOCATION
DRAWING /
NOTES:
CURCUIT
DESCRIPTION
VOLTAMPS
BREAKER
CKT.
NC.
CONNECTION
A B
T_
NO.
BREAKER
VOLTAMPS
A
CURCUIT
DESCRIPTION
A
/Wp
pO�
AMP POLE
LIGHTING
A
1920
�
20
2
1
20 AMP
2
15
1
1440
� 52.
LIGHTING CONTROL
1P
1920
20
3
4
50
1
20 AMP
4soo
S"AL
LIGHTING B
1920
C.H.
20
15 AMP
5
6
20
1
1920
ENCLOSURE (MS- 24 -TB)
RECFRTICAL
HURRFII
1920
(CS1201-1)
B
2
1920
LIGHTING D
LIGHTING C
1920
20
9
10
20
2
1920
1920
11
12
TOTAL
5760
5760
5280
6720
BUS A
BUS B
TOTAL LOAD
COMMENT'S
11044
12480
23520
VA
VA
VA
MAIN BREAKER: 100 AMP
LOCATION TOP FEED
FEEDER SIZE:
souRCE:
LINE AMPS: 100 AMP
PHASING SINGLE
KVA DEMAND: _
_
o o
• 51 50 •
. 51 r.
.
•
51 53 •
51
0 49 0
Ibbi e
8
o
0
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
58. SQUARE D LIGHTING CONTACTOR
(981 0DPA32V02U0
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2-626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1"'X-25" GASKET
CONTRACTOR IS RESPONSIBLE TO
VERIFY METER ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
10.50 -&j
MATERIAL:
8 O TYP
COATING TYPE:
DRAWN BY: MEKKI AL -AZADI 6, 0.75x1.25
TYP
HARDWARE: QUANTITY:
FINISH: W----?4
COLOR: ' 3.
DATE: OCT 24. 200 PAGE: OF:
POLE GROUND TERMINAL
HAND HOLE
,v #8 BARE COPPER GROUND WIRE
11 1117 N/
6- #7 BARS
#4 HOOPS AT 12 CENTER
� II II 1
4 -GALV. STEEL ANCHOR BOLTS � � I LL 0
SIZE TO FIT POLE REQUIREMENT ���\
SECTION A -A
WIRE CAGE
ION
3' S0. OR RD.
� JUNCTION 80X
CONCRETE PAD
Oy
4"
_T
7, _ o"
CONDUIT
SIZE AS
REQUIRED
5/8" x 8' COPPER CLAD
METALIC GROUND ROD
SIGNAL POLE FOUNDATION
Y p� ADOPTED
CITY OF RENTON
STANDARD PLANS
'P� N IT O� LST DATE: 12/96
DWG. NAME: JR--21
NOTES:
49. 225 AMP COPPER BUSSING 18 PLCS PANNEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BAB1050)
' 53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
56. HUBBELL SWITCH (CS1201-1)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
58. SQUARE D LIGHTING CONTACTOR
(981 ODPA32VO2UI)
0 0 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
o w 64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1"X.25 GASKET CONTRACTOR IS RESPONSIBLE TO
VERIFY METER ARRANGEMENT
16.
2.00
TYP dw
16,
ROLL 20 � FR 191
MEETS EUSERC REQUIREMENTS
APMovEO BY:
PllOET SOUND ENERGY
TACOMA POWER
JOB NAME: CITY OF RENTON
DISTM80110N:
CONTRACTOR.
PURCHASE ORDER:
MATERIAL: .125 5032 -H32 ALUM.
COATING TYPE: _
DRAWN SY: MEKKI AL -AZADI
HARDWARE: f QU AN T1 TY:
FINISH: MILL
COLOR:
SATE: _OCT 24, 20021 PAGE: OF:
�;"� ' '�'= 3 ��► /� Grp
SP PAGE: J029
20A
eon
NOTES:
49.
225
AMP COPPER BUSSING 18 PLC PANNEL
50.
C.H.
2P
100 AMP MAIN (BAB2100)
�
G 51.
C.H.
2P
20 AMP
BREAKER (BAB2020)
�
� 52.
C.H.
1P
50 AMP
BREAKER (BAB1050)
i 53.
C.H.
1P
20 AMP
BREAKER (BAB1020)
o o o
o o o
o 0 54.
C.H.
1P
15 AMP
BREAKER (BAB1015)
55.
MILBANK
METER
ENCLOSURE (MS- 24 -TB)
56
HURRFII
SWITCH
(CS1201-1)
o o
• 51 50 •
. 51 r.
.
•
51 53 •
51
0 49 0
Ibbi e
8
o
0
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
58. SQUARE D LIGHTING CONTACTOR
(981 0DPA32V02U0
61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2-626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1"'X-25" GASKET
CONTRACTOR IS RESPONSIBLE TO
VERIFY METER ARRANGEMENT
MEETS EUSERC REQUIREMENTS
APPROVED BY:
PUGET SOUND ENERGY
TACOMA POWER
10.50 -&j
MATERIAL:
8 O TYP
COATING TYPE:
DRAWN BY: MEKKI AL -AZADI 6, 0.75x1.25
TYP
HARDWARE: QUANTITY:
FINISH: W----?4
COLOR: ' 3.
DATE: OCT 24. 200 PAGE: OF:
POLE GROUND TERMINAL
HAND HOLE
,v #8 BARE COPPER GROUND WIRE
11 1117 N/
6- #7 BARS
#4 HOOPS AT 12 CENTER
� II II 1
4 -GALV. STEEL ANCHOR BOLTS � � I LL 0
SIZE TO FIT POLE REQUIREMENT ���\
SECTION A -A
WIRE CAGE
ION
3' S0. OR RD.
� JUNCTION 80X
CONCRETE PAD
Oy
4"
_T
7, _ o"
CONDUIT
SIZE AS
REQUIRED
5/8" x 8' COPPER CLAD
METALIC GROUND ROD
SIGNAL POLE FOUNDATION
Y p� ADOPTED
CITY OF RENTON
STANDARD PLANS
'P� N IT O� LST DATE: 12/96
DWG. NAME: JR--21
NOTES:
49. 225 AMP COPPER BUSSING 18 PLCS PANNEL
50. C.H. 2P 100 AMP MAIN (BAB2100)
51. C.H. 2P 20 AMP BREAKER (BAB2020)
52. C.H. 1P 50 AMP BREAKER (BAB1050)
' 53. C.H. 1P 20 AMP BREAKER (BAB1020)
54. C.H. 1P 15 AMP BREAKER (BAB1015)
55. MILBANK METER ENCLOSURE (MS- 24 -TB)
56. HUBBELL SWITCH (CS1201-1)
57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I)
58. SQUARE D LIGHTING CONTACTOR
(981 ODPA32VO2UI)
0 0 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1)
o w 64. STAINLESS STEEL HANDLE
65. DEAD BOLT LOCK "BEST" (5L7RL2 -626)
66. SQUARE D TERMINAL BLOCK
67. SQUARE D END CAP
70. 1"X.25 GASKET CONTRACTOR IS RESPONSIBLE TO
VERIFY METER ARRANGEMENT
16.
2.00
TYP dw
16,
ROLL 20 � FR 191
MEETS EUSERC REQUIREMENTS
APMovEO BY:
PllOET SOUND ENERGY
TACOMA POWER
JOB NAME: CITY OF RENTON
DISTM80110N:
CONTRACTOR.
PURCHASE ORDER:
MATERIAL: .125 5032 -H32 ALUM.
COATING TYPE: _
DRAWN SY: MEKKI AL -AZADI
HARDWARE: f QU AN T1 TY:
FINISH: MILL
COLOR:
SATE: _OCT 24, 20021 PAGE: OF:
�;"� ' '�'= 3 ��► /� Grp
SP PAGE: J029
M �
Ln
F.-
0
Q
o
e
CONDUIT
SIZE
CONDUCTORS
W
6PR
12PR
N
J
d-
Z
o) o
TYPE 3 JUNCTION BOX, J -11 a
NOTE 1
Cn
2"
;
O
o
I
(L
•
a
1
�
0
0
U
_
4
p
1
o C)
0
Z
EX. 2"
1
EX. 1
EX. 1
REMOVE EX. 1--2PR
a
EX. 4"
1
REMOVE EX. 1 -2PR
Q
vi
Q
I
w
N
x
r
f---
�c
0) O
.Q
�
V)
z
r
V
I
Q
W
(
Q
2f
Q
cD
cn
•C
�
C
O
v)
v 4)
o-
z
o
U
a
cy—
O
CL
Q
o
e
CONDUIT
SIZE
CONDUCTORS
W
6PR
12PR
N
J
2"
1
o) o
TYPE 3 JUNCTION BOX, J -11 a
NOTE 1
2
2"
;
O
o
M
�
�
o°
1
2"
0
0
� �
� •�
4
EX. 2"
1
o C)
NOTE 3
a
EX. 2"
1
EX. 1
EX. 1
REMOVE EX. 1--2PR
a
EX. 4"
1
REMOVE EX. 1 -2PR
Q
w
x
r
�c
0) O
'c E.
Q
r
V
• N
3 E
0
CIN
•C
�
C
v 4)
o-
Q
o
e
m
Z
O
V)
WIRING SCHEDULE
CONDUIT
RUN
®
CONDUIT
SIZE
CONDUCTORS
W
6PR
12PR
25PR
1
2"
1
o) o
TYPE 3 JUNCTION BOX, J -11 a
NOTE 1
2
2"
1
O
CONSTRUCTION NOTE
2"
NOTE 2
3
2"
1
4
EX. 2"
1
EX. 1
NOTE 3
a
EX. 2"
1
EX. 1
EX. 1
REMOVE EX. 1--2PR
a
EX. 4"
1
REMOVE EX. 1 -2PR
Q
w
Q
0
m
Z
O
V)
WIRING SCHEDULE
CONDUIT
RUN
®
CONDUIT
SIZE
CONDUCTORS
REMARKS
6PR
12PR
25PR
1
2"
1
o) o
TYPE 3 JUNCTION BOX, J -11 a
NOTE 1
2
2"
1
O
CONSTRUCTION NOTE
2"
NOTE 2
3
2"
1
4
EX. 2"
1
EX. 1
NOTE 3
5
EX. 2"
1
EX. 1
EX. 1
REMOVE EX. 1--2PR
6
EX. 4"
1
REMOVE EX. 1 -2PR
NOTES:
1. SEE SIGNAL PLANS FOR OTHER CONDUIT AND CONDJCTORS
2. SPARE WITH PULL WIRE
3. OTHER EXISTING CONDUIT AND CONDUCTORS REMAIN
= � 3 PORTION OF NW 1/4 OF SEC. 19, T. 23 Nag Re 05 E@9 Wome
�
or
i 5 4
' 6 - , �' -- _____ UTILITY LOCATES
CALL 2 DAYS YOU DIG
1 1- 800 - 424 -5565
1 /
4
00
Willow +
O
14 +00 — _ 13 +00 12 +00 _ _ _ ___ —a 1` +OCR - - --
I r- r% r- k i r-%
0—��
SIGNAL STANDARD & LUMINAIRE
0-0
LIGHT STANDARD & LUMINAIRE
❑S
INTERCONNECT SPLICE CABINET
®
TYPE 1 JUNCTION BOX
®
TYPE 2 JUNCTION BOX, J--11 a
o) o
TYPE 3 JUNCTION BOX, J -11 a
Q
CONDUIT
®
CONTROLLER CABINET
O
CONSTRUCTION NOTE
WIRE NOTE
1 —
t
LIND AVE. S.W.
KIA DEALERSHIP
(ASPHALT DRIVEWAY)
RMC MOTORSPORTS
(ASPHALT DRIVEWAY)
00
w
O
W
+
O
V)
+
o) o
Q
�- -,�
2
`t
+
—J
RMC MOTORSPORTS
(ASPHALT DRIVEWAY)
00
O
+
O
10+ 00 N 9+00 8+00 7+00 6+00 5+00
+
o) o
Q
�- -,�
O
f--.
+
—J
Q i
W
—J W ~
(j)
U
�-- 2
Q �-� ��ONCRETE SIDEWALK 858 LIND AVE. S.W. 858 LIND AVE.
.72 (CONCRETE DRIVEWAY) (CONCRETE DRIVEWAY)
RMC MOTORSPORTS
(ASPHALT DRIVEWAY) GENERAL NOTES
�� t
CONSTRUCTION NOTES
LIND AVE. S.W. 846 LIND AVE. S.W.
2
&T WHOLESALE DISTRIBUTORS ENTRANCE
(CONCRETE DRIVEWAY)
1. THE EXISTING PHYSICAL FEATURES SHOWN ON THIS PLAN ARE BASED ON FIELD
RECONNAISSANCE BY TP &E: AND ARE NOT SURVEYED LOCAT;ONS. THIS WAS THE INFORMATION
AVAILABLE AT THE TIME OF PLAN PREPARATION. THE CON - RACTOR IS ADVISED TO CONDUCT
1 ROUTE INTERCONNECT CABLE INTO CONTROLLER CABINET. FIELD RECONNAISSANCE PRIOR TO BIDDING, AND MAY ENCOUNTER VARIATIONS BETWEEN
TERMINATE CABLE AS SHOWN ON THE WIRING DIAGRAM. ACTUAL CONDITIONS AND THOSE SHOWN ON TI-IS PLAN. ANY VARIATION DISCOVERED SHALL
NOT BE THE BASIS FOR A CLAIM OR FOR EXTRA COMPENSATION.
O ROUTE CONDUIT INTO EXISTING JUNCTION BOX.
2. UTILITIES (ABOVE GROUND OR UNDERGROUND) ARE NOT SHOWN ON THIS PLAN. SOME ,
3 ROUTE INTERCONNECT CABLE INTO EXISTING SPLICE CABINET. UTILITIES NEAR S.W. 7TH � >T. ARE SHOWN ON THE TRAFFIC SIGNAL PLAN. THE CONTRACTOR -�
TERMINATE AS DIRECTED BY THE CITY. COORDINATE WITH DAVE SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. THE
WHITMARSH AT 425 - 430 -7423. CONTRACTOR AGREES TO 13E FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MAY RESULT FROM
0
t`
+
�t-
W
F— 0
Cn m
W
_Z W
J W
V)
U
F-
Q
THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UTILITIES.
3. ALL DISTURBED AREAS SHALL BE RESTORED TO THE SATISFACTION OF THE ENGINEER. ;
4+00 0 3+00 2+00
+
846 LIND AVE. S.W. LIND AVE. S.W. �A�ti� 1
&T WHOLESALE DISTRIBUTORS EXIT
O�J'�►,,� F�
(CONCRETE DRIVEWAY) TRANSPORTATION PLANNING ti
20 0 20 40
appr OX. 5LQ(e_ teet
0 •
ROLL 12.0.11
0
& ENGINEERING, INC.
°.A 11",s
2223 -112TH AVENUE NORTHEAST, SUITE 101 clsn
BELLEVUE, WASMINGTON 98004 'a"'''L E
TEL. ( 425) 455-5320 FAX ( 425) 453-5759 (mss s/sros
F IR
..192
•
O
O
Oo
r-
40
LLB
z W
J W
_ C/)
U
Q
(J')
vi
409'? -ro-o 3 / 2 /C 7
0
4