HomeMy WebLinkAbout323_TCP REVISION JB0002525863 - 04-15-26 17 INK
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THIS IS AN COMCAST DOCUMENT,PROPRIETARY&CONFIDENTIAL 6605 204TH ST NE,ARLINGTON,WA
DESIGN: H.PE
REV DESCRIPTION DATE IMPORTANT NOTICE
❑0 ISSUE FOR PERMIT 04/14/2026 Section#4216/4217 of the Government Code requires a Dig Alert TRAFFIC CONTROL-KEY MAP
DRAWN BY: SH.PE Identification Number to be issued before a"Permit to Excavate"will be
valid For your Dig Alert I.D. PROD#: JB2525863
APPROVED:
CALL TOLL FREE CONSTRUCTION TYPE: OVERLASH
APPROVED: 48 HOURS BEFORE YOU DIG C-1
UNDERGROUND SERVICE ALERT SYSTEM: ARLINGTON
APPROVED: 1-800-227-2600
NODE: SHEET: 1 OF 5
ROAD
BUFFER DATA WORK
AHEAD /
LONGITUDINAL BUFFER SPACE= B W20_1 SIGN SPACING=X (1)
SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 / RURAL ROADS& URBAN ARTERIALS 35/40 MPH 350'+/-
/ / RURAL ROADS, URBAN ARTERIALS, 25/30 MPH 200'+/-(2)
LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 rq. RESIDENTIAL&BUSINESS DISTRICTS
RIGHT
} r3. URBAN STREETS 25 MPH OR LESS 100'+/-(2)
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R LANE 1q. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT CLOSED INTERSECTIONS AND DRIVEWAYS.
9,900 TO 22,000 Ibs. >22,000 Ibs. AHEAD
(2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
<45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH C20(CA)R ROADWAY CONDITIONS.
100, 123' 172' 74' 100, 150'
k
MINIMUM LANE CLOSURE TAPER LENGTH=L(FEET)
LEGEND LANE Posted Speed(mph)
TRAFFIC CONE OR DELINEATOR WIDTH
(feet) 25 30 35 40 45 50 55 60 65 70
—0— SIGN W4-2R 10 105 150 205 270 450 500 550 - - -
FLASHING ARROW SIGN 11 115 165 225 295 495 550 605 660 - -
/� 12 125 180 245 320 540 600 660 720 780 840
k
BE
CHANNELIZATION DEVICE PREPARED ��/
SPACING fAeet To
STOP
MPH TAPER TANGENT VJ3-4 MINIMUM TAPER LENGTH=L/2(FEET)
50/70 40 80 O� LANE Posted Speed(mph)
35/45 30 60 WIDTH
25/30 20 40 (feet) 25 30 35 40 45 50 55 60 65 70
12 80 100 150 180 270 320 360
a�
W20-7
6605
204THSTNE, % GENERAL NOTES:
j ARLINGTON,9 OTHERWISE 1 SERIES
SIGNS SHALL BE 48" FLUORESCENT ORANGE, UNLESS
WA 8
• 2. PEDESTRIAN SPOTTERS SHALL CONDUCT PEDESTRIAN TRAFFIC
• CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS.
3. NOTIFY TRANSIT AUTHORITY FIVE DAYS PRIOR TO STARTING WORK.
LANE 4. ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO
CLOSED L- THE NEAR FACE OF THE CHANNELIZING DEVICES.
C30(CA) � 1
MATCH LINE SEE SHEET TC:2 SCALE: N.T.S
THIS IS AN COMCAST DOCUMENT,PROPRIETARY&CONFIDENTIAL 6605 204TH ST NE,ARLINGTON,WA
DESIGN: H.PE
REV DESCRIPTION DATE IMPORTANT NOTICE 0 ISSUE FOR PERMIT 04/14/2026 Section#4216/4217 of the Government Code requires a Dig Alert TRAFFIC CONTROL
DRAWN BY: SH.PE Identification Number to be issued before a"Permit to Excavate"will be
valid For your Dig Alert I.D. PROD#: JB2525863
APPROVED: CALL TOLL FREE
HOURS BEFORE YOU DIG CONSTRUCTION TYPE: OVERLASH
APPROVED: 48 H C-1
T
UNDERGROUND SERVICE ALERT SYSTEM: ARLINGTON 1 1
APPROVED: 1-800-227-2600
NODE: SHEET: 2 OF 5
MATCH LINE SEE SHEET TC:1
OVERLASH U
EXISTING POLE
48.180978, -122.140643
' CATV W
D IN SIDEWALK DIN • • • • EXISTING POLE Wx'
LANDSCAPE
Foc 48.180975, -122.139961 W
LANDSCAPE D/W
-► 204TH ST NE (35 MPH) FOC I --►
T FOC aLANDS10 C
APE
LANDSCAPE U
X
X X X L X
LANE
CLOSED
ROAD LANE RE
PREPARED
WORK TO C30(CA) I
LANE
AHEADSTOP CLOSED
W20 7
W3-4 W20-1 TRUCK-MOUNTED • C30(CA)
ATTENUATOR
• J
SIGN SPACING=X (1) LEGEND ® AERIAL CROSSING I •�
TRAFFIC CONE OR DELINEATOR SHALL TAKE NO LONGER •
RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/ SHADOW VEHICLE h-y
RURAL ROADS, URBAN ARTERIALS, SIGN WORK VEHICLE THAN 3 5 MINUTES. a '•
RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'+/ (2) �•
URBAN STREETS 25 MPH OR LESS 100'+/-(2) ® WORK VEHICLE SIGNAL SHALL BE SET TO FOUR WAY
•
(1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE RED FLASHING MODE. UNIFORMED W)
INTERSECTIONS AND DRIVEWAYS. FLASHING ARROW SIGN POLICE OFFICER REQUIRED TO
(2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT MONITOR/CONTROL TRAFFIC WHEN W W20-7
ROADWAY CONDITIONS. .WORKING IN INTERSECTION
® UNIFORMED POLICE OFFICERS x
GENERAL NOTES: I L7a
1. ALL"W"SERIES SIGNS SHALL BE 48" FLUORESCENT ORANGE, UNLESS RE
OTHERWISE NOTED. , I PREPARED
TO
2. PEDESTRIAN SPOTTERS SHALL CONDUCT PEDESTRIAN TRAFFIC I I�.�L�; STOP
CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. I ^ W3-4
3. NOTIFY TRANSIT AUTHORITY FIVE DAYS PRIOR TO STARTING WORK. % x
4 ALL LANES THE NEAR FACE OFD BE A MINIMUM OF 10'IN THE CHANNEL WIDTH AS MEASURED TO
IZIING DEVICES. j 20310 j
ARLINGTON, I
CHANNELIZATION DEVICE
BUFFER DATA wAsa223 MPH SPACING
TAPEReet TANGENT I I W4-2R
LONGITUDINAL BUFFER SPACE = B % 50/70 40 80 I x
SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 35/45 30 60 I � RIGHT
LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 I I LANE
MINIMUM LANE CLOSURE TAPER LENGTH=L(FEET) I CLOSED
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R LANE Posted Speed(mph) MINIMUM TAPER LENGTH=U2(FEET) AHEAD
HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT WIDTH I LANE Posted Speed(mph) C20(CA)R
9,900 TO 22,000 Ibs. >22,000 Ibs. (feet) 25 30 35 40 45 50 55 60 65 70
WIDTH X
<45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH 10 105 150 205 270 450 500 550 - - - (feet) 25 30 1 35 1 40 1 45 50 55 60 _65j 70
ROAD �+
12 125 180 245 320 540 600 660 720 780 840 12 80 100 150 180 270 320 360 - - - I 13' I 30' WORK SCALE: N.T.S
100, 123' 172' 74' 100, 150'
AHEAD
I W20-1
THIS IS AN COMCAST DOCUMENT,PROPRIETARY&CONFIDENTIAL 6605 204TH ST NE,ARLINGTON,WA
DESIGN: H.PE
REV DESCRIPTION DATE IMPORTANT NOTICE 0 ISSUE FOR PERMIT 04/14/2026 Section#4216/4217 of the Government Code requires a Dig Alert TRAFFIC CONTROL
DRAWN BY: SH.PE Identification Number to be issued before a"Permit to Excavate"will be
valid For your Dig Alert I.D. PROD#: JB2525863
APPROVED: CALL TOLL FREE
HOURS BEFORE YOU DIG CONSTRUCTION TYPE: OVERLASH
APPROVED: 48 H 1 T!'—
G
UNDERGROUND SERVICE ALERT SYSTEM: ARLINGTON
APPROVED: 1-800-227-2600
NODE: SHEET: 3 OF 5
GENERAL NOTES:
1. ALL"W"SERIES SIGNS SHALL BE 48"FLUORESCENT ORANGE, UNLESS
OTHERWISE NOTED. CHANNELIZATION DEVICE
2 CONTROL PEDESTRIAN SPOTTERS SHALL
ARE TO MAINTAIN OPEN SIDEWALKS S AND ADAFFIC MPH SPATAPERCING eet TANGENT
3. NOTIFY TRANSIT 4. ALL LANES SHOULDO BEAR PRIORITY FIVE DAYS O STARTING MINIMUM OF 0'IN WIDTH AS MEASURED TO 35/45 30 60
20404
9THAVEN THE NEAR FACE OF THE CHANNELIZING DEVICES. a V 25/30 20 40
ARLINGTO
j WA 98223 WORK VEHICLE
j TRUCK-MOUNTED ROAD
ATTENK
�VEHICLE
W20_AHEADSHADO Z
EXISTING POLE
EXISTING POLE OVERLASH 48.180961, -122.138197
x
OVERLASH 48.180985, -122.139136
BE RIGHT �1
LANE PREPARED
LANE
CLOSED O\ U
CLOSED TO AHEAD
N STOP W1-4L
U C30(CA) W20-7 W3-4 W4-2R C20(CA)R
[� X X X X U2 W
W
WCAN CAN
SIDEWALK DAN SIDEWALK —
• r W
LANDSCAPE LANDSCAPE • • • • • • • 14' W
FOC FOC
W 14' • • • • •• • • • • • • • • • • • • • • J • • • • • • • • — — — C4
W L•—•• • • • • • • • • — — — �_ — — — 0 12 W
�_� _ z z
W 12' � - - — - - - - - - -
�`
z ♦� ♦ ����♦��� ♦ - - - - 204TH ST NE 35 MPH)�� ~ 6 x
16' F U
FOC FOC
USIDEWALK SIDEWALK
MINIMUM LANE CLOSURE TAPER LENGTH=L(FEET) KEEP
�
LANE Posted Speed(mph) RIGHT
j WIDTH R4-7A
(feet) 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH=L/2(FEET)
10 105 150 205 270 450 500 550 - - - LANE Posted Speed(mph)
WIDTH
BUFFER DATA 11 115 165 225 295 495 550 605 660 - - (feet) 25 30 35 40 45 50 55 60 65 70
LONGITUDINAL BUFFER SPACE= B 12 125 180 245 320 540 600 660 720 780 840 LEGEND 12 80 100 150 180 270 320 360
TRAFFIC CONE OR DELINEATOR
SPEED(MPH) 25 30 35 40 45 50 55 60 65 70
SIGN SPACING=X (1) SIGN
LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 WORK VEHICLE
RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'+/-
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R RURAL ROADS, URBAN ARTERIALS,
25/30 MPH 200'+/-(2)
HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT RESIDENTIAL&BUSINESS DISTRICTS FLASHING ARROW SIGN
9,900TO22,0001bs. >22,0001bs. URBAN STREETS 25 MPH OR LESS 100'+/-(2)
<45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
INTERSECTIONS AND DRIVEWAYS.
100' 123' 172' 74' 100' 150'
(2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS.
SCALE: N.T.S
THIS IS AN COMCAST DOCUMENT,PROPRIETARY&CONFIDENTIAL REV DESCRIPTION DATE 6605 204TH ST NE,ARLINGTON,WA
IMPORTANT NOTICE
DESIGN: H.PE Section#4216/4217 of the Government Code requires a Dig Alert TRAFFIC CONTROL
0 ISSUE FOR PERMIT 04/14/2026
DRAWN BY: SH.PE Identification Number to be issued before a"Permit to Excavate"will be
valid For your Dig Alert I.D. PROD#: JB2525863
APPROVED:
CALL TOLL FREE CONSTRUCTION TYPE: OVERLASH
APPROVED: 48 HOURS BEFORE YOU DIG TC-3
UNDERGROUND SERVICE ALERT SYSTEM: ARLINGTON
APPROVED: 1-800-227-2600
NODE: SHEET: 4 OF 5
BUFFER DATA
LONGITUDINAL BUFFER SPACE= B GENERAL NOTES:
1. ALL"W"SERIES SIGNS SHALL BE 48" FLUORESCENT ORANGE, UNLESS CHANNELIZ DEVICE
SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 OTHERWISE NOTED. SPACINGG(fA fAeet
2 PEDESTRIAN SPOTTERS SHALL CONDUCT PEDESTRIAN TRAFFIC MPH TAPER TANGENT
.
LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 50/70 40 80
CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS.
TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R 3. NOTIFY TRANSIT AUTHORITY FIVE DAYS PRIOR TO STARTING WORK. 35/45 30 60
HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT 4. ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO 1 25/30 20 40
9,900 To 22,0001bs. >22,0001bs. THE NEAR FACE OF THE CHANNELIZING DEVICES.
MINIMUM LANE CLOSURE TAPER LENGTH=L(FEET)
<45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH
LANE Posted Speed(mph)
100, 123' 172' 74' 100, 150' WIDTH
(feet) 25 F0 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 - - -
11 115 165 225 295 495 550 605 660 - -
12 125 180 245 320 540 600 660 720 780 840
ROAD
WORK
M AHEAD
U W20-1
X
W SIDEWALK SIDEWALK
D/iN FOC
w >C 14 •- - - _ - 204TH ST NE (35 MPH)
12 —
WI-� FOC
16' SIDEWALK
I-- FOC
DAN
SIDE
D/WWALK D iN
U
MINIMUM TAPER LENGTH=L/2(FEET)
SIGN SPACING=X (1) LANE Posted Speed(mph)
WIDTH
RURAL ROADS&URBAN RURAL ROADS, URBAN ARTERIALS,ALS, 35/40 MPH 200'+/- (feet)
25 30 35 40 45 50 55 60 65 70
80 100 150 180 270 320 60
ARLINGTON,
DISTRICTS 25 MPH OR LESS 100'+/-(2) LEGEND
04THS N URBAN STREETS
ALL SPACING MAY BE ADJUSTED
WA 98223 ( INTHRSEPCATION AND REDUCED O ACCOMMODATE SIGN
INTERSECTIONS
BE DRIVEWAYS.
V YED URBAN AREAS TO FIT
(ROADWAY CONDITIONS.
SCALE: N.T.S
THIS IS AN COMCAST DOCUMENT,PROPRIETARY&CONFIDENTIAL REV DESCRIPTION DATE 6605 204TH ST NE,ARLINGTON,WA
IMPORTANT NOTICE
DESIGN: H.PE Section If 4216/4217 of the Government Code requires a Dig Alert TRAFFIC CONTROL
0 ISSUE FOR PERMIT 04/14/2026
DRAWN BY: SH.PE Identification Number to be issued before a"Permit to Excavate"will be
valid For your Dig Alert I.D. PROD#: JB2525863
APPROVED: CALL TOLL FREE
HOURS BEFORE YOU DIG CONSTRUCTION TYPE: OVERLASH
APPROVED: 48 H `t
TC—�1
UNDERGROUND SERVICE ALERT SYSTEM: ARLINGTON
APPROVED: 1-800-227-2600
NODE: SHEET: 5 OF 5