HomeMy WebLinkAboutTCP ATCO COMMUNICATIONS SERVICES,LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN,
MAKES NO REPRESENTATION AS TO ITS GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION.
APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY
ENFORCEMENT AUTHORITY IN THE JURISDICTION.UTILIZATION AND IMPLEMENTATION OF THIS PLAN
SHALL BE A RESULT OF THE APPROVAL.REF.MUTCD 2009 6A-01(10) IAI"
O
CITY OF A R L I N G T O N ATCO COMMUNICATIONS SERVICES,llC
www.atcotelecom.com
360.563.9000
708 First Street
Snohomish,WA 98290
zipY
I fiber
(D in,gdom Hall Everett,WA98206
of Jehovah's Witnesses_..
c
Z
I N O U
~ 06 H
Z W O
z � U
Q c~n
uim 2 �
dw
w N
N
N
CO
Vm
W
Ilk O
� � U
� U)
w w
m �
� o
p WORK AREA Z Q z w
U U U O
Lu Lu H Q
Z
O O LU
U
d a O LL
DATE: 3.19.26
REVIEWED BY: M. LUNA
WTCS#013184
DESIGNED BY: A.CALLIHAN
ATCO CONTACT: 208.512.7636
autumn.callihan@atcotelecom.com
SCALE: SHEET:
VICINITY MAP NOT TO
SCALE NO: 1 OF 2
LEGEND:
,--tA ;;
ATCO COMMUNICATIONS SERVICES,LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN,
O SIGNALIZED INTERSECTION MAKES NO REPRESENTATION AS TO ITS GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. PHASE
APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY
O 4
ENFORCEMENT AUTHORITY IN THE JURISDICTION.UTILIZATION AND IMPLEMENTATION OF THIS PLAN
CONE(CANDLESTICK) SHALL BE A RESULT OF THE APPROVAL.REF.MUTCD 2009 6A-01(10)
TYPE III BARRICADE ATCO COMMUNICATIONS SERVICES,LLC
188TH ST NE www.alcotelecom.com
WORK TRUCK X
WORK DETAILS: 360.563.9000
(25 MPH) 708 First Street
WORK ZONE LIMITS W20-1 From flowerpot Unk,bore-30'under driveway& Snohomish,WA 98290
3_EP--�EP EP place new flowerpot.Rest of work to be completed
SHOULDER 3 on private property.
PORTABLE SIGN d3 d3 d3 d3
—EP CONTRACTOR TO PLACE NO I lyfibpr
EF EP PARKING SIGNS 72 HOURS
4 EXISTING SIGN � EP—EP PRIOR TO START WORK
® DRIVEWAY 3 SHOULDERd3 43 188TH ST NE Everett,WA98206
` _ 25 MPH
SIDEWAL�d31F'O v o ( ) SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC
ARROW BOARD m _
(WHERE REQUIRED) y U d Q
rn
U) N U
DIRECTION OF TRAFFIC W X 1 CDL o Z U _0
(NOT PAVEMENT MARKINGS) X mC14 N O 7 U
• W21-5 y (~0 od ` H
FLAGGER-SPOTTER
ffTZ Z LU OU
J
C Q (n J
• D=O �a m N
FLAGGER STATION m o Z8�EP�
U m Fp Q J N
F OU
R9-9
FLOWER POT 0 1 n'
LINK z
O
U
\� U
U) 2 F
PROPOSED 40, w w '
FLOWER POT R9-9 STq 040 M
FR N
z Q z ui
I_ I_ g
NOTE: w w Z
18822 MON.-FRI.=7:00am TO 4:00pm O O O J
d d J LL
CHANNELIZATION DEVICE
SPACING(feet)
MPH TAPER TANGENT
50/70 40 80 DATE: 3.19.26
35/45 30 60
25/30 20 40 REVIEWED BY: M.LUNA
WTCS#013184
SIGN LEGEND: SIGN SPACING=X(1) DESIGNED BY: A.CALLIHAN
FREEWAY&EXPRESSWAYS 55/70 MPH 1500'±
RURAL HIGHWAYS 60/65 MPH 8001± ATCO CONTACT: 208.512.7636
atcotelecom.com
RURAL ROADS 45/55 MPH 500'± autumn.callihan@atcotelecom.com
SHOULDER TAPER LENGTH=L/3(feet) @
ROAD RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'±
WORK SHOULDER SIDEWALK SHOULDER POSTED SPEED(MPH) RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'± (2) SCALE: SHEET:
AHEAD WORK CLOSED WIDT(feeH
25 30 35 40 45 50 55 60 65 ]� RESIDENTIAL&BUSINESS DISTRICTS
8 40 40 60 90 120 130 150 160 170 190 URBAN STREETS 25 MPH OR LESS 100'± (2) 0
1"=50' L
(1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
W20-1 W21-5 R9-9
R8-3a 10 40 60 90 90 150 170 190 220 220 240 AT-GRADE INTERSECTIONS AND DRIVEWAYS
USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' (2)THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. NO:2 OF 2