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4630 COLLEGE AVE 2024-11-08
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4630 COLLEGE AVE 2024-11-08
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Last modified
10/18/2024 7:38:40 AM
Creation date
10/7/2024 10:17:36 AM
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Address Document
Street Name
COLLEGE AVE
Street Number
4630
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TRANSIT <br /> CONTACTS KIP ALGARD WITH EVERETTTRANSIT(425-257-7765, TRAFFIC CONTROL PLAN M a sTe salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY TRANSIT(425- y uLIIIryBo.�,,c <br /> 348-7191,dana.osborn@commtrans.org)AT LEAST WEEKS PRIORTO CLOSURE. SHORTTERM STATIONARY WORKZONE <br /> GENERAL NOTES: <br /> FOR UNDERGROUND REFERNCE PLAN SET verizon' <br /> 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC VOLUMES OR <br /> MUNICIPALITY DICTATE OTHERWISE. <br /> 2. ALLSIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE NOTED, FORESITE <br /> 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 MINUTES. Public Road <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATED THROUGH THE WORK ZONE. 35 Speed Limit <br /> 5. ALL DRIVEWAY ACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. <br /> 6. WORKAREATO INCLUDESTAGING AREA. Assumed <br /> Private Road T E fl C 0 M <br /> 25 Speed Limit MINIMUM TAPER LENGTH IN FEET <br /> BUFFER DATA CHANNELIZING DEVICE SPACING(FEET) LANE POSTED SPEED LIMIT(MPH) <br /> WIDrrF 25 30 35 40 45 50 55 60 65 70 <br /> LONGITU DINAL B UFFER SPACE=B MPH TAPER TANGENT O <br /> SPEEDIMPHI 25 30 35 40 45 50 55 60 65 70 SO 105 150 205 270 450 SQ0 550 <br /> 35 20' 35' T <br /> IENGTH IFEEFI sss 200 zsD 3os 360 4xs ass s7a figs Tao 11 115 165 225 295 <br /> PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE 25 20' 25' 495 550 605 660 - - Z i T <br /> TYPICALPROFEQIVE TYPICALPROFECNVEWHICIEI""FITMA) STpTON0.RY 12 125 1$0 245 320 S4D 6QQ 660 720 7$0 $40 O n <br /> VEHICMTYPEWITHTMA LOADEDWEIGHT(LBS) OPEN IFEETI <br /> 4 YARD DUMPTRUCK, MINIMUM WEIGHT15,000 MS. <br /> SERVICETRUCN,FWTBED, IM0.`UMJM WEIGHT SHKLBE IN <br /> A[[OgDM10EWITH MANUFACTUREq 30 MIN. wzo- SIGN SPACING=X FEET <br /> RECOMMENDATION ROAD D FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(ORASPERMUTCO) <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. AHEAD RURALHIGHWAYS 60/65 MPH B00'+/- <br /> 'APROIECFIVEVEHICLEISRECOMMENDEDREGARDIESSIFATMAISAVAIIABLE.IFNOTMAIS RUPALROA DS 45/SS MPH 500'#/- <br /> USED,THE PROTECTIVE W—ESHALL B LD ESTRATEGICAULY LOCATED IN THE RELDTOSHIE <br /> WORKERS AND NO ROLL MEAD DISTANCE 15 SPECIFIED wzoa PUBLIC ROAD 35/40 MPH 350'+/- <br /> RUAL ROADS&URflAN ARTERIALS 25/30 MPH 200'+/- <br /> 1) As per TCP provided, City of Everett design RESIDEBUSINESSDISTRICTS <br /> PRIVATEE R ROADOAD/DRIVEWAY 25 MPH OR LESS 300'+/- <br /> stand�j (�]I 7 1 /AEI I �+ �+ /+ 1n ALL SIGNSARE 48"x48"BLACK ON ORANGE UNIF55 OTHERWISEDISIGNATED <br /> ard / O • and IVIVTCD standards as applicable. 11)AIL SIGN SPACING MAY BE AD—ED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> INTERSECTIONS,AND DRIVEWAYS <br /> (2)THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITONS <br /> I - wzo 7a ROAD w2, <br /> APPROVED <br /> WOw( <br /> AHEAD <br /> By JWISDO"et 1:50:34 PM,112312019 DD.zoo• x x <br /> WOgNME <br /> 47"St SE <br /> N <br /> x x lov- 0. <br /> gogD wzo-1 �wzo-m <br /> ORD <br /> wows <br /> AH Ao �Wx0-7a <br /> RD W203 <br /> ROAD <br /> WORN <br /> D AHEAD <br /> G <br /> To SHEET:3 OF 4 <br />
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