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2025 106TH PL SW 2025-03-24
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2025 106TH PL SW 2025-03-24
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Last modified
3/19/2025 3:31:14 PM
Creation date
2/21/2025 2:53:03 PM
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Address Document
Street Name
106TH PL SW
Street Number
2025
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LEGEND: ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, N <br /> OS SIGNALIZED INTERSECTION MAKES NO REPRESENTATION AS TO ITS'GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. PHASE I <br /> APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY <br /> ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN <br /> O CONE (CANDLESTICK) SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A-01 (10) <br /> O <br /> TYPE III BARRICADE <br /> ATCO COMMUNICATIONS SERVICES.LlC <br /> www.atcotelecom.com <br /> WORK TRUCK SIGN LEGEND: 360.563.9000 <br /> 708 First Street <br /> F771WORK ZONE LIMITS <br /> WORK DETAILS: Snohomish, WA 98290 <br /> WSTCS# 012911 <br /> WARNING SIGN ROAD O BORE APPROX. 230 TO FLOWER POT <br /> WORK SHOULDER THEN START HAND DIG TO CUSTOMER ZI I f i be r <br /> ARROW BOARD AHEAD WORK P y <br /> (WHERE REQUIRED) > < QQ PLACE NEW FLOWER POT <br /> DIRECTION OF TRAFFIC(NOT PAVEMENT MARKINGS) SPOTTER NEEDED FOR PEDESTRIAN x Everett, WA 98206 <br /> FLAGGER W20-1 W21-5 TRAFFIC AND DRIVEWAY ACCESS. <br /> ■ <br /> (AS NEEDED) n � N N � <br /> J 3 <br /> J J D- <br /> 0_ 0_ � <br /> 2 <br /> X H H O H <br /> CD t0 N <br /> n � <br /> 1 W20-1 O� O� O <br /> 1) As per TCP provided, City of Everett design standard 703 and �� °� o °�v W21-5 o o L/) N <br /> MUTCD standards as applicable. o o • N N <br /> 2) "No Parking, TOW AWAY" signs must be placed 72 hours in oo • o O <br /> advance of any work. Contact Everett Police Department, Parking o o O <br /> Enforcement at 425-257-7493 after the signs are up. •O <br /> o <br /> Approved as noted 2 • o o SIDEWAL Z <br /> o O <br /> GMagalla 12/27/2021 12:26:02 PM �� • o <br /> ° 9 06TH PL SW U <br /> (25 MPH) W20-1 x <br /> U <br /> (N - <br /> m W <br /> Q o LL <br /> Z Q W <br /> Z <br /> 0 <br /> a z <br /> J <br /> CHANNELIZATION DEVICE <br /> SPACING(feet) <br /> MPH TAPER TANGENT DATE' 12.16.2021 <br /> BUFFER AREA 50/70 40 80 SIGN SPACING=X(1) DESIGNED BY- M. LUNA <br /> NOTE: 35/45 30 60 <br /> LONGITUDINAL BUFFER SPACE=B FREEWAY&EXPRESSWAYS 55/70MPH 1500'± <br /> MON.-FRI.=7:00am TO 4:00pm 25/30 20 40 RURAL HIGHWAYS 60/65 MPH 8001± ATCO CONTACT: 606.369.5721 <br /> POSTED SPEED(MPH) 25 30 35 40 45 50 55 60 64 70 RURAL ROADS 45/55MPH 500'± marcus.luna@atcotelecom.com <br /> 'RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350± <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 MINIMUM SHOULDER TAPER LENGTH=L/3(feet) SCALE: SHEET: <br /> SHOULDER POSTED SPEED(MPH) RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'± (2) <br /> TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE=R WIDTH RESIDENTIAL&BUSINESS DISTRICTS <br /> HOST VEHICLE WEIGHT(Ibs) HOST VEHICLE WEIGHT(Ibs) (feet) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'± (2) �) _�I i)O�—O�� O <br /> 9,900 TO 22,000 >22,000 8 40 40 60 90 120 130 150 160 170 190 I `+ <br /> <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPF 2 <br /> (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, <br /> 10 40 60 90 90 150 170 190 220 220 240 AT-GRADE INTERSECTIONS AND DRIVEWAYS <br /> 100' 123' 172' 74' 100, 150' 1 1USE 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 0F 2 <br />
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