HomeMy WebLinkAbout322_211295---ATCO---TCP 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) lAl"
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CITY OF A R L I N G T O N ATCO COMMUNICATIONS SERVICES,llC
www.(itcotelecom.com
360.563.9000
708 First Street
Snohomish,WA 98290
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DATE: 3.24.2026
_ REVIEWED BY: M. LUNA
WTCS#013184
DESIGNED BY: W.WATTS
ATCO CONTACT: 740.744.8292
william.watts@atcotelecom.com
SCALE: SHEET:
VICINITY MAP NOT TO
SCALE NO: 1 OF 2
EXISTING EXISTING EXISTING EXISTING RECOMMENDED SIGN SPACING = X (1) SHOULDER CLOSURE TAPER LENGTH = L/3 LONGITUDINAL BUFFER SPACE = B
SHOULDER LANE LANE SHOULDER RURAL ROADS & URBAN ARTERIALS 35-40 MPH 350'± SHOULDER SPEED (MPH) 20 25 30 35 40 SPEED (MPH) 20 25 30 35 40
LANE OPEN LANE OPEN WORK AREA WIDTH
TO TRAFFIC TO TRAFFIC RURAL ROADS & URBAN ARTERIALS 25-30 MPH 200'± (2) < 6' 40 40 40 60 60 B (feet) 115 155 200 250 305
RESIDENTAL & BUSINESS DISTRICTS
6' U3 (feet) 40 40 40 60 60 Buffer space may be adjusted(t)based on field conditions.
URBAN STREETS 25 MPH OR LESS 100'± (2)
SEE NOTE 3 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
10, 40 40 60 90 90
INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ION
ROADWAY CONDITIONS. MAXIMUM CHANN
DEVICE SPACINGG (feet)
SECTION A-A PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R MPH TAPER TANGENT
STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW. 35-40 30 60
CONTRACTOR TO 40'-80'RECOMMENDED. 20-30 20 40
COORDINATE WITH TYPICAL TC-403 WILL BE USED FOR
(OPTIONAL)
36"
RESIDENSE AT 17909 PHASE (01) NOTICE 36"MIN
TRAFFIC FINES ,
HIGHLAND VIEW DR IF WORK DETAILS-ACCESS EXISTING TERMINAL, THEN BORE APPROX. 78' TO DOUBLE
WORN ZONES 36"MIN
BLOCKED DRIVEWAY PROPOSED FLOWERPOT POT ON PRIVATE PROPERTY & HAND DIG TO A 120-301 (BlW) w2o-1
CUSTOMER AT 7021 BOVEE LN
x/2 x/2
_a
a �
1 I4 b N ■ SEE NOTE 3 % `AREA`,,
X/2 X/2 X/2 X/2 U3 B R
SEE NOTE 1 VARIES,SEE NOTE 2
36"MIN 36 36"MIN 36"MIN \ �"►J
ROAD M
SHOULDER 1275 30"
WORK sc SHARE THE
WORKscNAE 30" SHARED BICYCLE-VEHICLE LANE: 1500'± MAX36"MIN 48" 36"MIN 36.MIN FUEL uNEOTHER PED/BIKE STRATEGIES: NO LENGTH LIMIT (SEE NOTE 8)
W20-1 W21-5 W11-15 MOD R4-11 (B/W)
120-301 (B/W) USED WITH USED WITH
(OPTIONAL) SHARED SHARED CONTRACTOR TO PLACE
BIKE-VEHICLE BIKE-VEHICLE
LANE ONLY LANE ONLY
SEE NOTE 8(A) SEE NOTE 8(A)
NOPARKING SIGNS R8-3A 7.PEDESTRIAN ACCOMMODATIONS,WHERE FACILITY OPEN TO PEDESTRIANS:
72 HOURS PRIOR TO (A)KEEP ADJACENT SIDEWALK OR PATHWAY OPEN.
(B)CLOSE ADJACENT SIDEWALK OR PATHWAY.PROVIDE PEDESTRIAN DETOUR,
ALTERNATE ROUTE,OR FREE SHUTTLE (WORK TRUCK,VAN,OR BUS OK).
(C)STOP WORK OPS.& ESCORT PEDESTRIANS THROUGH WORK AREA.
START WORK IN CONED ENGINEER
(D)ENGINEER TO ACCEPT ANY ALTERNATIVE STRATEGIES.
WORK AREA 8.BICYCLIST ACCOMMODATIONS,WHERE FACILITY OPEN TO BICYCLES:
(A)SHARED BICYCLE-VEHICLE LANE.ADD W11-15 MOD & R4-11 SIGNS.
NOTES:
(B)BICYCLES PROHIBITED R5-6 SIGN(S).PROVIDE SIGNED DETOUR OR
1.IF FEASIBLE,AVOID PLACING SHOULDER CLOSURE TAPER WITHIN OR ALTERNATIVE ROUTE.
IMMEDIATELY FOLLOWING HORIZONTAL AND VERTICAL CREST CURVES. 4.SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED. (C)BICYCLES PROHIBITED VIA R5-6 SIGN(S).PROVIDE FREE SHUTTLE (WORK
TRUCK,VAN,OR BUS OK)+ CONTACT INFORMATION/PHONE BOX/LABORER.
2.DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM. 5.PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS. (D)STOP WORK OPS & ESCORT BICYCLISTS THROUGH SHOULDER CLOSURE.
(E)ENGINEER TO ACCEPT ANY ALTERNATIVE STRATEGIES.
LEGEND: 3.28"TRAFFIC CONES,36"TRAFFIC CONES,42"TALL CHANNELIZING DEVICES, 6.ADD W21-30 SERIES SIGNS (36"x36"MIN,T HEIGHT)@ X PRIOR TO 24"
TEMPORARY SIGN LOCATION (1'MIN HEIGHT) OR TRAFFIC SAFETY DRUMS ALLOWED ON TAPERS AND TANGENTS. FREQUENT CONSTRUCTION VEHICLE INGRESS/EGRESS INTO OPEN LANE(S).
N
36"MIN 36"MIN 36"MIN ® 24"
SHOULDER CLOSURE TRUCKS TRUCKS ac TRucNs
o CHANNELIZING DEVICE (SEE NOTE 3) LEAVING ENTERING 4C ENTERING ANO
4c LEAVING R5-6 (R/B/W)
HIGHWAY HIGHWAY 4c HlcxwnI PRIOR TO AND
< o PROTECTIVE VEHICLE (HIGHWAYS, 40 MPH OR LESS) 36"MIN 36"MIN 36"MIN WITHIN
NOT TO SCALE W21-30A W21-30 W21-30B SHLDR CLOSURE
Plot 1
PLAN REF NO
021, TC403
O SHEET
zi I fiDer0 2 O F
1
OF
AT CO COMMUNICATIONS SERVICES.LLC 2
www.atcotelecom.com SHEETS