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10111 9TH AVE W 2024-11-12
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10111 9TH AVE W 2024-11-12
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Last modified
11/12/2024 9:51:00 AM
Creation date
10/24/2024 8:25:04 AM
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Address Document
Street Name
9TH AVE W
Street Number
10111
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LEGEND: ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, <br /> MAKES NO REPRESENTATION AS TO ITS'GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. PHASE <br /> APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY <br /> O SIGNALIZED INTERSECTION ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN <br /> SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A-01 (10) G_ Z <br /> OCONE(CANDLESTICK) O <br /> TYPE III BARRICADE ATCO COMMUNICATIONS SERVICES,LLC <br /> SIGN LEGEND: www.alcotelecom.com <br /> WORK DETAILS: 360.563.9000 <br /> WORK TRUCK 708 First Street <br /> 0 PLACE TWO 118 SPLITTERS IN THE 100TH ST. SW Snohomish,WA 98290 <br /> WORK ZONE LIMITS SPLICE CASE AT THE TOP OF THE WROAD ORK SHOULDER (30 MPH) WSTCT#012569 <br /> POLE, <br /> AHEAD WORK <br /> OEM WARNING SIGN 02 PLACE NEW TAIL IN EXISTING 2" e <br /> W BOARD CONDUIT FROM POLE TO THE MP❑E, z I I f i b e i <br /> WHEARR E REQU RED) SPOTTER NEEDED FOR PEDESTRIAN p y <br /> TRAFFIC AND DRIVEWAY ACCESS, W20-1 W21-5 Evere <br /> DIRE TION OF TRAFFIC tt,WA 98206 <br /> (NOTC PAVEMENT MARKINGS) <br /> FLAGGER n <br /> (AS NEEDED) <br /> IT <br /> MO O 7 <br /> 200' O 00 <br /> W20-1 Ln Lu w <br /> L � <br /> DRIVEWA SIDEWALK H w > <br /> SHOULDER LU <br /> SHOULDER > L o <br /> - - - - - - - - - - - - - - - a LU Z J <br /> Ln <br /> LULy <br /> O Ln <br /> • • • a:Il 10 z 0 <br /> LU <br /> F F DRIVEWAY SIDEWALK j 0) <br /> W20-1 W21-5 9 TH AVE. W V' <br /> W z <br /> 40' (25 MPH) - O <br /> 200' 200' SHOULDER CLOSURE (L/3) j 2 = <br /> o <br /> U <br /> � � LLwLu <br /> mw <br /> � o <br /> � o <br /> LL <br /> z Q <br /> a a di <br /> I-_U U O <br /> LuLu zQ <br /> O O J0 <br /> CONSTRUCTION NOTE: CHANNELIZATION DEVICE <br /> POTHOLE ALL UTILITIES BEFORE SPACING(feet) DATE: 3.28.2021 <br /> START OF CONSTRUCTION MPH TAPER TANGENT <br /> BUFFER AREA 50/70 40 80 SIGN SPACING=X(1) DESIGNED BY: J. MILLER <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: 562.644.5335 <br /> POSTED SPEED(MPH) 25 30 35 40 45 50 55 60 64 70 RURAL ROADS 45/55MPH 500'± joseph.millerWatcotelecom.com <br /> RURAL ROADS&URBAN ARTERIALS 35/40MPH 350'± <br /> LENGTH(feet) 155 200 250 305 360 425 495 570 645 730 MINIMUM SHOULDER TAPER LENGTH=L(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) �II __ /.O I_O ii O <br /> 9,900 TO 22,000 >22,000 8 40 40 60 90 120 130 150 160 170 190 `F <br /> <45 MPH 45-55 MPH >55 MPH <45 MPH 45-55 MPH >55 MPH 3 <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' 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:3 OF 3 <br />
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