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APPROVED PLN ENG RESUB1 BLD2023-0122+Site_Plan+2.8.2023_3.41.17_PM+3359543�' City of Edmonds Map Title 0 15.79 31.6 282 23.5 This map is a user generated static output from an Internet mapping site and is for Applicant shall repairrreplace all reference on Data damage to utilities or frontage y. layers that appear on this map mayor may not be accurate, WGS_1984_Web _Mercator _Auxiliary —Sphere improvements in City right-of-way OWNER/CONTRACTOR IS RESPONSIBLE FOR current, or otherwise reliable. per city standards that is caused or EROSION CONTROL AND DRAINAGE © City of Edmonds occurs during the permitted Project. THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTION RESUB Feb 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6LD2023-0122 Legend ArcSDE.GIS.STREET CENTERLINE; <all other values> 1 2 5; 4 9;71;7;8 1-2 Edmonds Boundary ArcSDE.GIS.PROPERTY_BUILDIN( ArcSDE.GIS.STREET CENTERLINE; State Highways <all other values> -- 0 1 2 County Boundary Parks ArcSDE.G IS. PROPERTY_WASH I NI ArcSDE.G IS. PROPERTY_CITI ES ArcSDE.G IS. PROPERTY_CITI ES City of Edmonds City of Lynnwood City of Mountlake Terrace Unincorporated King Co; Unincorpc City of Woodway City of Arlington; City of Bothell; Cit City of Gold Bar; City of Granite Fal Citv of Marysville: Citv of Mill Creek Notes ENGINEERING DIVISION 12/15/2023 SEE ATTACHED TRAFFIC CONTROL PLAN. � City of Edmonds Map Title BLD2023-0122 i� , , Vz- 1-7. _r- 44f 1 +. y �4 ••r•r� � � �f ` �Iri y yr-lit f�•i !+ . 1 .. * a f• ••* �� r L • • • i A.4. 1 • ;,ram ... � ..•- «.+ram y 0 15.79 316 Feet WGS_1984_Web_Mercator-Auxiliaiy_Sphere (E1'.Cily of Edmonds Tree protection fence location approved as shown. ROW tree protection to be ✓ _ Y RESUB Feb 08 2023 CITY OF EDMONDS DEVE2OPMENT SERVICES DEPARTMENT --geed ArCSDE.GIS.STREET CENTERLINE' <all other values> 1 2 5: 4 9: 71: 7:8 Edmonds Boundary ArcSDE.GIS.PROPERTY_BUILDIN( ArcSDE.GIS.STREET_CENTERLINE' State Highways mall other valueS> 0 1 2 County Boundary Parks ArcSDE.GIS.PROPERTY-WASHINf ArcSDE.G IS. PROPERTY_CITI ES ArcSDE.GIS.PROPERTY CITIES City of EdinondS City of Lynnwood City of Mountlake 1 errace U ntncorpornicd King Col UnincorpC City of Woodwgy City of Adimlom, City of Bothell- Cit City of Cold Bar, City of Granite Fnl Citv of Marvsvillo: Citv of Mill Creek 1: 189 J Notes APPROVED BY PLANNING A5 l'hls map is a user genervtcd 56iWc output from an Internet ni.ippfng site and is foi roference only, Da[a layers that appear on this map may or m4_9 ay not be accurate, current, orotheiwise ieliable Feb 16 2023 THIS MAP IS NOT TO BE USED FOR DESIGN OR CONS-1 RUC I ION revieweaiapprovea oy ueora Dill SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200't (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1001t (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 1 30 1 35 1 40 1 45 1 50 1 55 60 65 70 8' 40 40 1 60 1 90 1 - - - - - - 10' 40 60 1 90 1 90 1 _ USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' COORDINATE WITH COMMUNITY TRANSIT FOR LOCATION OF BUS STOP BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED — _ _ _ _ _ _ �� fl _ _ _ _ _ ' _ CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 35/40 30 60 25/30 20 40 O 9 b 4 ® ® �¢ WORK AREA X X L/3 B R SD ENGINEERING DIVISION ' JTED 48 48 12/15/2022 ROAD — WORK SHOULDER AHEAD WORK 48' 48" W20-1 W21-5 USE ATTACHED PEDESTRIAN DETOUR PLAN IF NECESSARY. NOTES LEGEND 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT). K TEMPORARY SIGN LOCATION SHOULDER CLOSURE -LOW SPEED 2. ALL SIGNS ARE BLACK ON ORANGE. O CHANNELIZING DEVICES (40 MPH OR LESS) PROTECTIVE VEHICLE NOT TO SCALE FILE NAME S:\Desi n R P& St-Standardsl2-Plan Sheet Libra 101-Published PSL\ TC Work Zone Traffic Control\ TC-5 Shoulder Closure - Low Speed 40 MPt or Less)\TC-5.dgn Plot 1 TIME 2,59,41 PM —Tr FED.AID PROJ.NO AmokRux Rv DATE 1/212018 Y�/� PLOTTED BY Ilddslf WAS �I/ TCSro DESIGNED BY +oe xu..ER ENTERED BY Washington State .... CHECKED BY coxTRnm x iounox xo. Department of Transportation oR PROJ. ENGR. re DATE TRAFFIC CONTROL PLAN REGIONAL ADM. REVISION DATE BY 2009 Edition MAINTAIN 48" ADA COMPLIANT PEDESTRIAN PATHWAY Page 699 Figure 6H-28. Sidewalk Detour or Diversion (TA-28) j ROAD WORK AHEAD t(optional) SIDEWALK DETOUR Typical Application 28 Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. 1 t SIDEWALK DIVERSION 36 inches MIN. December 2009 Sect. 6H,01