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ENG2022-0392 ROW PERMITOF WAY EUC PERMIT PERMIT NU M City of Edmonds "w�n EdmondsRIGHT •:0' . -. •. Description: COMCAST-MAINTENANCE SPLICE 76TH NEAR 239TH & MCALEER ISSUED: 10/25/2022 Address: 7804 238TH ST SW EDMONDS WA 98026-8862 EXPIRES: 04/25/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 27043100401200 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT OWEN SHACKEET 410 VALLEY AVE NW, PUYALLUP WA 98371 (253)341-9318 CONTACT CABLECOM LLC 19910 NORTHCREEK PARKWAY N„ BOTHELL WA 98011 (360)454-3163 CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)863-2628 OWNER MARGARETJOHNSON 7804 238TH ST SW, EDMONDS WA 98026 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $110.00 $110.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $110.00 REQUIREMENTS REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW RELEASED BY: (/ MAJ DATE: 10/25/2022 Printed: Tuesday, October 25, 2022 8:43:23 AM 1 of 2 oe e n,y RIGHT OF WAY EUC PERMIT PERMIT NU�M City of Edmonds Edmonds WA 98020 • CONDITIONS CONDITION TYPE NOTES ALERT RESIDENTS ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD ESC REQUIREMENTS REQUIREMENTS. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the HOLD HARMLESS issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT. INSPECTIONS www.mybuildingpermit.com POTHOLING VERIFY CLEAR BORE CROSSINGS. RESTORE LANDSCAPE Restore landscape to like or better conditions Sound or noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on SOUND AND NOISE weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites and activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT NOTES COMPLETE A-1 JOB START E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" Printed: Tuesday, October 25, 2022 8:43:23 AM 2 of 2 RECEIVED Lti�y of ED%�O� ANC. 1 g90 SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E63. J U L 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT If any field is not applicable to your project, write "N/A" instead of leaving blank. All fields required. Incomplete Applications will be denied. General• Project Name COMCAST - JB0000995044 - EDMONDS 3 Site Address or if no site address use Property Address at NW corner of project area: 7804 238TH ST SW, EDMONDS WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name ofCompanyCOMCAST CABLE HOLDING Franc hiseOrdinanceNo: Point of Contact OWEN SHACKETT Title PERMIT COORDINATOR Address 410 VALLEY AVE NW City PUYALLUP State WA Zip 98371 Phone253-341-9318 EmailOWEN SHACKETT@CABLE.COMCAST.COM Contractor and Authorized Agent of • • - •• •w) Name of CompanyCABLECOM LLC Contractor ContactsDuring Construction Primary Name CABLECOM LLC - MICHAEL FINCH Agent Name SUNSHINE CRABBS Title CONSTRUCTION SUPERVISOR Title PERMIT COORDINATOR Mobile 360-965-5085 Address 19910 NORTHCREEK PARKWAY NORTH, SUITE 100 Email MICHAEL.FINCH@CABLECOMLLC. NET City BOTHELL State WA Zip 98011 Secondary Name Phone 360-454-3163 Title Email SUNSHINE.CRABBS@CABLECOMLLC. NET Mobile City of Edmonds Business License No: N R - 021818 Email State License No: CABLEL*971 DP 56 Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 vttility Franchise Work (no associated development) Project Description Include an overall narrative description of the proposed work. Be specific and detailed: Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc. Include whether this is construction, maintenance, or repair. Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for underground utilities, etc.) MAINTENACE SPLICES AT EXISTING AERIAL AND GROUND 7814 240TH ST SW, 7609 238TH PL SW 23903 76T■ _ 1 • 1 • ■ 1 • iWAIM =TATINVA team W10 RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF Alley 72 hours + LF JxJ F SF Parking 72 hours + LF JxJ LF SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. The work in the right of way is on or for the following type of facilities: ❑ telecommunications d cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm 1. CompletedDetails of Work to be Does the utility owner have existin overhead infrastructure in the area of work? • 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? If yes, describe: 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? X 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existing underground common utility system? X 5. Does the work involve proposed additions to an aboveground utility system? If es: Are the additions for the purpose of serving new commercial development? Are the additions for the purpose of serving a single-family residential subdivision? Details of • to be Completed Me 6. Does your project involve rebuilding or replacing utility equipment which currently serves more r X than one lot or commercial development? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: How many are existing? I I How many are to be added? 6b. Does your project involve poles? If yes: How many poles are existing in the project area? What is the height of the existing poles? How many poles are to be removed? Are additional poles to be laced? How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: How many? What is the height of the poles after? Describe the modification rebuild: SECTION C Traffic Control and Public Safety. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their possession. Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all permit fees. APPLICANT SIGNATURE: , 6"d4/a C24A6� DATE: 07/15/2022 APPLICANT PRINTED NAME: Sunshine Crabbs APPLICANT TITLE: PERMIT COORDINATOR NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 Route Overview Completed By: LENAIZA ENRIQUEZ N zv _ E S Completion Date: 7/15/2022 Address: 7804 238TH ST SW EDMONDS WA 98026 I Ado COMCAST Job Type: Select Job Subtype: Select Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages are summarized on Survey Rollup tab. Survey Scope: Post -Sale Project Manager: Are Additional Pages Needed: No Select Source System: JB0000995044 Legend New Ped ❑ Pole New Vault ❑v Lock Box Existing U/G Footage Existing Aerial Text Box New U/G Callout Arrow New Aerial New Tap Interior Path Footage Break Phase Identifier Fiber Splice Point 04 Power Supply Storage Loop Co Hard Surface Cut ® Riser Abandoned Cable 150' Text ❑1 PS O Provide Clear Construction Details MAINTENACE SPLICES AT EXISTING AERIAL AND GROUND CASES AT THE FOLLOWING 10 LOCATIONS: 7804 238TH ST SW, 23901 78TH AVE W 7814 240TH ST SW, 7609 238TH PL SW 23903 76TH AVE W, 7610 239TH PL SW 7640 239TH PL SW, 7409 MCALEER WAY 23917 74TH AVE W, 24011 74TH AVE W NO NEW CONSTRUCTION, ALL EXISTING CASES. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 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. 228th St SW '21 Edmonds 238th St SW _ — 228"1 COORDINATE TIMING WITH CITY OF > EDMONDS PAVING PROJECT ON Sr sw j 76TH NEAR 239TH. r 9 �3om sl — CONTACT ENGINEERING INSPECTOR 1 7804 238TH ST SW AERIAL 2 2390178TH AVE W AERIAL 3 7814 240TH ST SW AERIAL 4 7609 238TH PL SW AERIAL S 23903 76TH AVE W AERIAL 6 7610 239TH PL SW AERIAL 7 7640 239TH PL SW AERIAL 8 7409 MCALEER WAY GROUND 9 23917 74TH AVE W AERIAL 10 2401174TH AVE W AERIAL -,•,.. s: 5,•, OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE III irrball Trail Park NATALIE GRIGGS 425-697-0576 OR 4 a' JEFF WHATMORE 206-305-0618 a q PRIOR TO START OF WORK. t — I 1 .� 1 r /r R Lake Mountlake I Terrace 4 I J e RECEIVED ��_ Ballinger torn N. Sled JUL 20 2022 CITY OF EDMONDS l]Tp P. _ DEVELOPMENT r--- �,SERVICES DEPARTMENT ENGINEERING DIVISION .,7TED � (�Wv 0/11 /2022 Right of Way Completed By: LENAIZA ENRIQUEZ Address: 7804 238TH ST SW EDMONDS WA 98026 Completion Date: 7/15/2022 Right of Way Footages: �` �j//�, , � � � � CO Job Type: Select New Aerial Coax: Overlash Coax: New UG Fiber: New Aerial Fiber: Overlash Fiber: Existing UG Fiber: Empty Conduit Only: New UG Coax: Existing UG Coax: Are Additional Pages Needed: No Job Subtype: Select Survey Scope: Post -Sale Project Manager: Select Source System: JB0000995044 Ct Legend o i New Ped ❑ Pole New Vault FV� Lock Box Existing U/G Footage F150' Existing Aerial t sw Text Box Text New U/G Callout Arrow New Aerial New Tap Interior Path 1 ❑ Footage Break Phase Identifier Fiber Splice Point Power Supply Ps CD O Storage Loop Hard Surface Cut n Riser Abandoned Cable Provide Clear Construction Details MAINTENACE SPLICES AT EXISTING AERIAL AND GROUND CASES AT THE FOLLOWING 10 LOCATIONS: 7804 238TH ST SW, 23901 78TH AVE W 7814 240TH ST SW, 7609 238TH PL SW 23903 76TH AVE W, 7610 239TH PL SW 7640 239TH PL SW, 7409 MCALEER WAY 23917 74TH AVE W, 24011 74TH AVE W NO NEW CONSTRUCTION, ALL EXISTING CASES. 1 7804 238TH ST SW AERIAL 2 2390178TH AVE W AERIAL 3 7814 240TH ST SW AERIAL 4 7609 238TH PL SW AERIAL S 23903 76TH AVE W AERIAL 6 7610 239TH PL SW AERIAL 7 7640 239TH PL SW AERIAL 8 7409 MCALEER WAY GROUND 9 23917 74TH AVE W AERIAL 10 2401174TH AVE W AERIAL >s th � A r 3 238th St SW Q n r 9 n '' /`L 240tt,�t N / -j I r r y'` - --------- I I I 240th PI SW 6 237th S' Interurban Trait Park "I Y 3 J Q I Lai Ballir RECEIVED JUL 20 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) Table 61-11-2. Meaning of Symbols on Typical Application Diagrams Table 6E-1. Stopping Sight Distance as a Function of Speed 78TH AVE W OV3HV T NI OM OVO8 3J`dNIV10 aMd_1Ob NOON IS0213 A D�SISNOdS32J SI 210 CIV2U OO/2i3NM0 A I3S v ajinoaj Ab'A S Ilb'00-i32j 'S311niin *Posted speed, off-pA IAV;QJW=1 3_181SNOdS3] J 2]Ol Vb JiN speed prior to work starting, or the anticipated operating speed ad auf buianp sin000 lug 1V9fGW4'8'l+9LMU 1+R 011'�F{�4'AR OF 69t9� ao salfili}n of a6euaep II aoeldaa/aledaa Ileys tueollddV ACCESS TO DRIVEWAYS WILL BE WEN AT ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CHANNELIZING DEVICES. COORDINATE TIMING WITH CITY OF EDMONDS PAVING PROJECT ON 76TH NEAR 239TH. CONTACT ENGINEERING INSPECTOR NATALIE GRIGGS 425-697-0576 OR JEFF WHATMORE 206-305-0618 PRIOR TO START OF WORK. n ,r 112ll N ��`d 1O/2] 3 N NBO/A OVO8 11* ON3 1 'r THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 07/20/2022 APPROVED APPROVED APPROVED it H x H 00 M o N 10 ft MIN.�I l ® Arrow board Shadow vehicle 000 0 Arrow board support or trailer (shown facing down) Sign (shown facing left) i ROAD WJORK H Changeable message sign or support trailer ® Surveyor Channelizing device 0 Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic ® Truck -mounted attenuator Illlr� Flagger 0 Type 3 barricade Note: See Tables 6H-2 and High-level warning device (Flag tree) 6H-3 for the meaning Warning light of the symbols and/or letter codes used in 0 Longitudinal channelizing device this figure. ® Work space GNP-----O Luminaire Pavement markings that should be o Work vehicle removed for a long-term project Work vehicle Truck -mounted attenuator (optional) Buffer space (optional) 1/3 L 1 A ,Q Zy/t m 4, ROAD 78TH PLWD1G � . WORK NOISIXI1 12] NIJN3 \AHEAD Typical Application 6 IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 Table 61-11-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs** A B c Urban (low speed)* 100 feet 100 feet 100 feet Urban (high speed)* 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet Speed category to be determined by highway agency The column headings A, B, and C are the dimensions shown in Figures 61-1-1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.) Table 61-11-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WS2 40 mph or less L = 60 45 mph or more L = WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit, or off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 7804 238TH ST SW PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: RESUB SEP 12 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-1 SHEET: 1 OF 9 SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' +/- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- (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. C 1 48" ROAD WORK HEAD 48" W20-1 LEGEND a TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/20/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8- 40 40 60 90 - - - 10' 40 60 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' a X _ _ X 48" SHOULDER WORK 48" W21-5 78TH AVE W B z z 2 N 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 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 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 WORK AREA SHOULDER CLOSURE - LOW SPEED (WSDOT TC5) (40 MPH OR LESS) NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 C 69 50' CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35/40 30 1 60 25/30 20 1 40 RESUB NOTES SEP 12 2022 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 23901 78TH AVE W PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-2 SHEET: 2 OF 9 SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' +/- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- (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. X 48" ROAD WORK 4HEAD 48" W20-1 LEGEND 11 TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/20/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER WIDTH (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 8- 40 40 60 90 - - - - - - 10' 40 60 90 90 _ _ _ _ _ USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' :I 48" IOULDER WORK 48"' W21-5 X 240TH ST SW 3 B �N 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 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 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 Tr5Z �- WORK AREA SHOULDER CLOSURE - LOW SPEED (WSDOT TC5) (40 MPH OR LESS) NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35/40 30 60 25/30 20 40 NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 7814 240TH ST SW PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: RESUB SEP 12 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-3 SHEET: 3 OF 9 238TH PL SW Table 61-1-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle ROAD CONSTRUCTIO Arrow board support or trailer AHEAD —� O O O Sign (shown facing left) PAHEAD SEE NOTE 1 (shown facing down) (W201) 48" Changeable message sign or support trailer 9 9 9 pp ® Surveyor AD SEE NOTE 1 Channelizing device 0 Temporary barrier RO NARROWS SEE NOTE 1 Crash cushion ® Temporary barrier with warning IigP (ws-1) a8° Direction of temporary traffic detour Traffic or pedestrian signal TAPER LENGTH Direction of traffic (TABLE A) ® Flagger Truck -mounted attenuator Illlli—� WORK AREA 0 Type 3 barricade TRUCK WITH FLASHING OR WITH BEACON 11' 11' 48 MIN MIN TAPER LENGTH NOTES 1. SPACING PER LATEST EDITION OF THE MUTCD. 2. SEE TRAFFIC GENERAL NOTES FOR FURTHER NOTES 3. NORTH BOUND TRAFFIC WILL UTILIZE SEE NOTE 1 THE BIKE LANE THROUGH THE WORK ZONE. WI > SEE NOTE 1 (W14 L) BIKE 48 LANE CLOSED ® SEE NOTE 1 AHEAD ROAD 1 ONSTRUCTION AHEAD (W20-1) 48" SCALE: N.T.S. McALEER WAY THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/20/2022 DRAWN BY: DOM 1 CITY REVISIONS 09/08/2022 APPROVED: APPROVED: APPROVED: IMPORTANT NOTICE High-level warning device (Flag tree) 0 Longitudinal channelizing device 41111110--9 Luminaire Pavement markings that should be removed for a long-term project Warning light ® Work space LMIWork vehicle Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs" A B c Urban (low speed)* 100 feet 100 feet 100 feet Urban (high speed)* 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet Speed category to be determined by highway agency The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zokESUB Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 Table 61-1-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WSz 40 mph or less L = 60 45 mph or more L = WS MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 7609 238TH PL SW PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: SEP 12 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-4 SHEET: 4 OF 9 238TH PL SW Table 61-11-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle ROAD CONSTRUCTIO Arrow board support or trailer AHEAD O O O (shown facing down) Sign (shown facing left) BIKE SEE NOTE 1 IN LANE ( 48" 1) Changeable message sign or support trailer CLOSED H g g g pp ® Surveyor AHEAD ROAD SEE NOTE 1 Channelizing device 0 Temporary barrier NARROWS i Crash cushion ® Temporary barrier with warning ligl- SEE NOTE 1 MD (W5 1) 48 Direction of temporary traffic detour � Traffic or pedestrian signal TAPER LENGTH Direction of traffic (TABLE A) ® Flagger Truck -mounted attenuator r� WORK AREA 0 Type 3 barricade COORDINATE TIMING WITH CITY OF EDMONDS PAVING PROJECT ON 76TH NEAR THIS LOCATION. CONTACT ENGINEERING INSPECTOR NATALIE GRIGGS 425-697-0576 OR JEFF WHATMORE 206-305-0618 PRIOR TO START OF WORK. TRUCK WITH OR WITH BEACON 11' 11' kFLASHING 48 MIN ,MIN TAPER LENGTH NOTES 1. SPACING PER LATEST EDITION OF THE MUTCD. 2. SEE TRAFFIC GENERAL NOTES FOR FURTHER NOTES 3. SOUTH BOUND TRAFFIC WILL UTILIZE SEE NOTE 1 THE BIKE LANE THROUGH THE WORK ZONE. W SEE NOTE 1 (W14 L) BIKE T 48" LANE 1 CLOSED SEE NOTE 1&(W20-1) AHEAD O 48" SCALE: N.T.S. 239TH PL SW THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/20/2022 DRAWN BY: DOM 1 CITY REVISIONS 09/08/2022 APPROVED: APPROVED: APPROVED: IMPORTANT NOTICE High-level warning device (Flag tree) 0 Longitudinal channelizing device Luminaire Pavement markings that should be removed for a long-term project Warning light ® Work space o Work vehicle Table 61-11-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs`* A B C Urban (low speed)' 100 feet 100 feet 100 feet Urban (high speed)' 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet Speed category to be determined by highway agency The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.) RESUB Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 Table 6H-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WSz 40 mph or less L = 60 45 mph or more L = WS MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 23903 76TH AVE W PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: SEP 12 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-5 SHEET: 5 OF 9 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 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 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 X X X 48" � ONE LANE . • ROAD AHEAD 48" 48" W20-4 48„ W20-7A ROAD BE WORK PREPARED HEAD TO STOP 48" 48" W20-1 W20-713 W20-713 (OPTIONAL IF 40 MPH OR LESS) LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/20/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: X I 50' TO 300' SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 6 DEVICE M IN WORK j AREA 50' TO 100' 6 DEVICE B MIN. W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 48" 48„ 48" . W20-713 ONE LANE W20-1 ROAD AHEAD 48" 48" W20-7A W20-4 X i X 239TH PL SW ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) WITH FLAGGERS NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 X i X CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 NOTES 1 • ALL SIGNS ARE BLACK ON ORANGE. 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 7610 239TH PL SW PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: RESUB SEP 12 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-6 SHEET: 6 OF 9 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 Ibs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH I > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED x x - - 5300' ONE LANE . ROAD AHEAD 48" 48" 48" W20-4 48" W20-7A ROAD BE WORK PREPARED AHEAD TO STOP 48" 48" W20-1 W20-713 W20-76 (OPTIONAL IF 40 MPH OR LESS) LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/20/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (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. 50' TO 100' 6 DEVICE MIN 50' TO 100' 6 DEVICE R B MIN. =4NC= W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 48" 48" 48„ . W20-713 ONE LANE W20-1 ROAD AHEAD 48" 48" W20-7A W20-4 X —_ X —_ X � X MCALEER WAY ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) WITH FLAGGERS NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER I TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 NOTES 1 - ALL SIGNS ARE BLACK ON ORANGE 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. RE C U B MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 7409 MCALEER WAY PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: SEP 12 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-7 SHEET: 7 OF 9 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 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 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 SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE I TERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 50' TO 100' 6 DEVICE 6 DEVICE MI _ IN. _ � R B MIN. WORK 0 W20-76 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 48" 48'" 48„ W20-7B ONE LANE W20-1 ROAD AHEAD 48" 48" W20-7A W20-4 X - I- X _ _ X _ I _ X _ 1 % I 74TH AVE W x X x 48" ONE LANE ROAD AHEAD 48" 48" W20-4 48" ROAD BE WORK PREPARED 4HFAn TO STOP \ //48" W20--1 LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE W20-7B W20-76 (OPTIONAL IF 40 MPH OR LESS) THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE 0 ISSUE FOR PERMIT 07/20/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: W20-7A X I 50' TO 300' ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) WITH FLAGGERS NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 T� y CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 NOTES 1 ALL SIGNS ARE BLACK ON ORANGE. 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT RES U B FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. SEP 12 2022 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 23917 74TH AVE W PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC—O SHEET: 8 OF 9 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 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 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 SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE I TERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 50' TO 100' 6 DEVICE 6 DEVICE MI _ IN. _ � R B MIN. WORK 0 W20-76 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 48" 48'" 48„ W20-7B ONE LANE W20-1 ROAD AHEAD 48" 48" W20-7A W20-4 X - I- X _ _ X _ I _ X _ 1 % I 74TH AVE W x X x 48" ONE LANE ROAD AHEAD 48" 48" W20-4 48" ROAD BE WORK PREPARED 4HFAn TO STOP \ //48" W20--1 LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE W20-7B W20-76 (OPTIONAL IF 40 MPH OR LESS) THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE 0 ISSUE FOR PERMIT 07/20/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: W20-7A X I 50' TO 300' v ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) WITH FLAGGERS NOT TO SCALE IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 T� y CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 NOTES 1 ALL SIGNS ARE BLACK ON ORANGE. 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT RES U B FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. SEP 12 2022 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 24011 74TH AVE W PROJ#: JB995044-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-9 SHEET: 9 OF 9