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ENG2022-0289 ROW PERMITRIGHT OF WAY EUC PERMIT o PERMIT NU of Edmonds "��Q EdmondsCity 98020 1 6- www.cityofedmonds.gov / i Description: COMCAST-MAINTENANCE ON AERIAL CASES 88TH MAPLEWOOD 80TH ISSUED: 10/11/2022 Address: 19811 88TH AVE W EDMONDS WA 98026-6308 EXPIRES:04/11/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 27041900209800 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT OWEN CODY SHACKETT 410 VALLEY AVE NW, PUYALLUP WA 98371 (253)341-9318 CONTACT CABLECOM 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 WENDY B SHAW 19811 88TH AVE W, 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 10/11 RELEASED BY DATE Printed: Tuesday, October 11, 2022 12:56:27 PM 1 of 2 oe e n,y RIGHT OF WAY EUC PERMIT PERMIT NUM City of Edmonds EdmondsAd 98020 1 1 www.cityofedmonds.gov / i 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 11, 2022 12:56:27 PM 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 19 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 - JB0000994746 Site Address or if no site address use Property Address at NW corner of project area: 19811 88TH AVE W, BOTHELL 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.) MAINTENANCE ON EXISITING CASES BOTH AERIAL AND GROUND AT THE FOLLOWING LOCATIONS: 9 LOCATIONS 19811 88TH AVE W, 8610 MAPLE WOOD LN, 8455 198TH PL SW, 8504 198TH ST SW, 19810 83RD PL W, 19715 82ND PL W, 19922 81 ST PL W. 19818 80TH PL W. 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 moreF 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 existingunderground common utilitysystem? 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 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: X /� How man are existing? s How man 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? I I 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"d,4a C24A6� DATE: 06/08/2022 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 AS B U I LT COVER Completed By: LENAIZA ENRIQUEZ N zv _ E S Completion Date: 6/3/2022 Address: 19811 88TH AVE W, BOTHELL WA 98026 I, 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: JB0000994746 Legend New Ped ❑ Pole New Vault ❑V Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial New Tap Interior Path 1 ❑ Footage Break Phase Identifier Fiber Splice Point 04 Power Supply Ps Co Hard Surface Cut O Storage Loop ® Riser 11 Abandoned Cable Provide Clear Construction Details MAINTENANCE ON EXISITING CASES BOTH AERIAL AND GROUND AT THE FOLLOWING LOCATIONS: 9 LOCATIONS 19811 88TH AVE W, 8610 MAPLE WOOD LN, 8455 198TH PL SW, 8504 198TH ST SW, 19810 83RD PL W, 19715 82ND PL W, 19922 81ST PL W, 19818 80TH PL W, 19827 80TH PL W NO NEW EQUIPMENT ALL EXISITING v t_Qo,° �— oswr Pi , ;. J �• w z-= G III Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way woes St• per city standards that is caused or f occurs during the permitted project. R1aln St— �— Q 'Sw l IJ 41sw �'.i9sl� sr s►v f-- T; 96th.St SW - - - Mon 11Ma 1:�11111 M= OWNER/CONTRACTOR IS RESPONSIBLE FOR ti� EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY °i UTILITIES MAY REQUIRE A SEPERATE PERMIT. ENGINEERING DIVISION "OTED 0/05/2022 RECEIVED JUL 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROUTE OVERVIEW Completed By: LENAIZA ENRIQUEZ Address: 19811 88TH AVE W, BOTHELL WA98026 Completion Date: 6/3/2022 Right of Way Footages: COMICAST 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: JB0000994746 Legend I r New Ped El Pole �--�.•-_: � � _ _ New Vault 0 Lock Box -r— or'�'r -+� 1 19811 88TH AVE W POLE + r 2 8610 MAPLE WOOD LN POLE 3 8455 198TH PL SW PED Existing U/G Footage 150' �� r , Existing Aerial , :� __� �� . _ i + ' 1 Text Box Text _�— ;-_ 46;.-_ _-ter_ • 1.9Gth S 3W„� - 4 8504 198TH ST SW POLE New U/G Callout Arrow �- �r - 5 19810 83RD PL W POLE New Aerial ( �' 0 f a 6 19715 82ND PL W POLE Interior Path New Tap r 7 19922 81ST PL W POLE Phase Identifier � � •• �t � � �' - Footage Break — T �,1 8 19818 BOTH PL W POLE Fiber Splice Point Power Supply ■ ' � 9 19827 80TH PL W POLE } — tli St SW° 6 Storage Loop Hard Surface Cut • _ 4 �., ... n A. - Riser Abandoned Cable 1 'a� 3 - r_ I Provide Clear Construction Details cot _ 5 - ` �� MAINTENANCE ON EXISITING CASES BOTH AERIAL AND :-I 9c} t �; : M —. �A $ 9 .rr' .r�;r�• . GROUND AT THE FOLLOWING LOCATIONS: 9 LOCATIONS _ �'i +� Q It" --" I' _1 19811 88TH AVE W, 8610 MAPLE WOOD LN, i ` !� ^� 8455 198TH PL SW 8504 198TH ST SW,`r- 19810 83RD PL W, 19715 82ND PL W, �-•+► ,,'tip• •�i� 19922 81ST PL W, 19818 80TH PL W, Awl !! fir•.. �y" . - ! � 19827 80TH PL W 1 �_ . r ' I �h , NO NEW EQUIPMENT ALL EXISITING �s -��_ �a �� _ �r P -- ' RECEIVED �..�.,� 42 - - _ _ _ J U L 19 2022 CITY OF EDMONDS DEVELOPMENT �•'rr'�, .% — • 1��i�� —'Gt t SERVICES DEPARTMENT' i--.AD I<Clha l�ra��a �11 q�P11 �Il�ill�illFl , 7+- ■ \ i ,� r Table 6E-1. Stopping Sight Distance as a Function of Speed Speed* Distance 20 mph 115 feet 25 mph 155 feet 30 mph 200 feet 35 mph 250 feet 40 mph 305 feet 45 mph 360 feet 50 mph 425 feet 55 mph 495 feet 60 mph 570 feet 65 mph 645 feet 70 mph 730 feet 75 mph 820 feet Posted speed, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed NOTE: INSTALL TEMPORARY NO PARKING SIGNS 48 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS WILL BE GIVEN AT ALL TIME DURING CONSTRUCTION ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CH i7E7. SIDEWALKE SAaWpRAIAu6ipV A Vnp s n000 TIMES DUR NdWWHbOii§4l spaepue}s A( aad dwi a6e}uoa} ao sal}lll}n o} abewep Ile aoeldaa/aledaa llegs }ueolldclV ) NOIS02J3 IS N� 7V (2]3 MO THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 06/06/2022 APPROVED APPROVED APPROVED Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) OV3HV �aOM T 08 W 7M OV08 ON3 T 196TH ST SW U i 200TH ST SW Typical Application 6 i END ROAD WORK Note: See Tables 6H-2 and 61-1-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle Truck -mounted attenuator (optional) Buffer space (optional) 1/3 L 1 A ROAD J, WORK AHEAD 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 6H-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) IN Sign (shown facing left) 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 IIIIII—� Flagger 0 Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space 00--6 Luminaire \\\\` Pavement markings that should be removed for a long-term project o Work vehicle Table 6H-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.) ESUB Table 6H-4. Formulas for Determining Taper Length AUG 25 2022 Speed (S) Taper Length (L) in feet w5 40 mph or less L= CITY OF EDMONDS 60 DEVELOPMENT 45 mph or more L= WS SERVICES DEPARTMENT 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 �zoz/50/0 -7,to� 431G, . „ . N, EDMONDS, WA NOISIA10 E)NTa �N� WJOL - 19811 88TH AVE W PROJ#: JB994746-NODE SEG I �I�1 CONSTRUCTION TYPE: MAINTENANCE TC-1 SYSTEM: EDMONDS l NODE: SHEET: 1 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 48" ROAD WORK HEAD 48"' W20-1 - - X - - X - - X 48" 48" ONE LANE ROAD • AHEAD 48" 48" W20-4 48" W20-7A BE PREPARED TO STOP n n�i LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE W20-7B W20-713 (OPTIONAL IF 40 MPH OR LESS) THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE 0 ISSUE FOR PERMIT 06/06/2022 DRAWN BY: DOM 1 CITY REVISIONS 08/18/2022 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 300' WORK j AREA 50' TO 100' 6 DEVICE B _ _ MIN. _ W20-76 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 48" 48" 48" W20-76 ONE LANE W20-1 ROAD AHEAD 48" 48" W20-7A W20-4 X L X X � X MAPLEWOOD LN 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 G 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 RESUB AUG 25 2022 1 - ALL SIGNS ARE BLACK ON ORANGE. CITY OF EDMONDS 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS DEVELOPMENT SHOULDER IS RECOMMENDED. SERVICES DEPARTMENT 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. 5. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. 19811 88TH AVE W, EDMONDS, WA TRAFFIC CONTROL - 8610 MAPLEWOOD LN PROJ#: JB994746-NODE SEG CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-2 SHEET: 2 OF 9 Table 6E-1. Stopping Sight Distance as a Function of Speed Speed` Distance 20 mph 115 feet 25 mph 155 feet 30 mph 200 feet 35 mph 250 feet 40 mph 305 feet 45 mph 360 feet 50 mph 425 feet 55 mph 495 feet 60 mph 570 feet 65 mph 645 feet 70 mph 730 feet 75 mph 820 feet ' Posted speed, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed NOTE: INSTALL TEMPORARY NO PARKING SIGNS 48 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS WILL BE GIVEN AT ALL TIME DURING CONSTRUCTION ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CHANNELIZING DEVICES. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 06/06/2022 APPROVED APPROVED APPROVED Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) dV3H`d )IHM avow A �aoM avow _ ON3 mr, MAPLEWOOD LN l P J Typical Application 6 O O O i ROAD WORK � r� Note: See Tables 61-1-2 and 61-1-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle Truck -mounted attenuator (optional) Bufferspace (optional) 1/3 L A /ROAD j WORK AHEAD 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 6H-2. Meaning of Symbols on Typical Application Diagrams Arrow board Shadow vehicle Arrow board support or trailer I� (shown facing down) Sign (shown facing left) Changeable message sign or support trailer ED Surveyor Channelizing device Temporary barrier Crash cushion Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic Flagger ® Truck -mounted attenuator ® Type 3 barricade High-level warning device (Flag tree) Warning light Longitudinal channelizing device Work space Luminaire Pavement markings that should be p Work vehicle removed for a long-term project Table 6H-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs — A I B T 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.) ESUB Table 61-11-4. Formulas for Determining Taper Length AUG 25 2022 Speed (S) Taper Length (L) in feet WS2 40mph orless L= CITY OF EDMONDS 60 DEVELOPMENT 45mph ormore L= WS SERVICES DEPARTMENT 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 19811 88TH AVE W, EDMONDS, WA TRAFFIC CONTROL - 8455 198TH PL SW PROJ#: JB994746-NODE SEG CONSTRUCTION TYPE: MAINTENANCE Tl..,_3 SYSTEM: EDMONDS l J NODE: SHEET: 3 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 48" <A'H E LANE OAD EAD n n�� 48" W20-4 ROAD WORK AHEAD 48" W20-1 LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION CHANNELIZING DEVICES p� PROTECTIVE VEHICLE X I X 48" W20-7A BE PREPARED TO STOP n o�� W20-7B W20-713 (OPTIONAL IF 40 MPH OR LESS) THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 06/06/2022 DRAWN BY: DOM 1 CITY REVISIONS 08/18/2022 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 300' WORK I®N 0 5070 100' 6 DEVICE B MIN. W20-713 (OPTIONAL IF 40 MPH OR LESS) / 48" T/4 W20-7A X I X MAPLEWOOD LN 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 BE ROAD PREPARED WORK TO STOP HEA 48" 48" 48" W20-713 ONE LANE W20-1 ROAD AHEAD 48" W20-4 X i X G 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 ESUB NOTES AUG 25 2022 I CITY OF EDMONDS 1. ALL SIGNS ARE BLACK ON ORANGE. DEVELOPMENT SERVICES DEPARTMENT 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. 5. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. 19811 88TH AVE W, EDMONDS, WA TRAFFIC CONTROL - 8504 198TH ST SW PROJ#: JB994746-NODE SEG CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-4 SHEET: 4 OF 9 Table 6E-1. Stopping Sight Distance as a Function of Speed Speed* Distance 20 mph 115 feet 25 mph 155 feet 30 mph 200 feet 35 mph 250 feet 40 mph 305 feet 45 mph 360 feet 50 mph 425 feet 55 mph 495 feet 60 mph 570 feet 65 mph 645 feet 70 mph 730 feet 75 mph 820 feet ' Posted speed, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed NOTE: INSTALL TEMPORARY NO PARKING SIGNS 48 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS WILL BE GIVEN AT ALL TIME DURING CONSTRUCTION ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CHANNELIZING DEVICES. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 06/06/2022 APPROVED APPROVED APPROVED Figure 6H-6. Shoulder Work with Minor Encroachment (TA-6) OV3HV Ydom T OVU A mom avow aN3 T 198TH PL SW lq� l t loft �MIN..�I l I ■ 198TH ST SW Typical Application 6 j I END ROAD WORK Note: See Tables 61-1-2 and 61-1-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle Truck -mounted attenuator (optional) Bufferspace (optional) 1/3I L A ROAD J. T WORK AHEAD 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 6H-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board E 1 11 Shadow vehicle O O O Arrow board support or trailer (shown facing down) I� Sign (shown facing left) Changeable message sign or support trailer ED Surveyor Channelizing device C= Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal —1110. Direction of traffic ® Truck -mounted attenuator r� Flagger Type 3 barricade High-level warning device (Flag tree) Warning light — Longitudinal channelizing device Work space 400-----9 Luminaire�I \\\\`Pavement markings that should be II i 1 I Work vehicle removed for a long-term project �J Table 6H-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 61-1-46. 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.) ESUB Table 6H-4. Formulas for Determining Taper Length AUG 25 2022 Speed (S) Taper Length (L) in feet 2 40mph orless L= 0 CITY OF EDMONDS DEVELOPMENT 45mph ormore L= wS SERVICES DEPARTMENT 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 19811 88TH AVE W, EDMONDS, WA TRAFFIC CONTROL - 19810 83RD PL W PROJ#: JB994746-NODE SEG CONSTRUCTION TYPE: MAINTENANCE Tr_S SYSTEM: EDMONDS l J NODE: SHEET: 5 OF 9 Table 6E-1. Stopping Sight Distance as a Function of Speed Speed` Distance 20 mph 115 feet 25 mph 155 feet 30 mph 200 feet 35 mph 250 feet 40 mph 305 feet 45 mph 360 feet 50 mph 425 feet 55 mph 495 feet 60 mph 570 feet 65 mph 645 feet 70 mph 730 feet 75 mph 820 feet ' Posted speed, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed NOTE: INSTALL TEMPORARY NO PARKING SIGNS 48 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS WILL BE GIVEN AT ALL TIME DURING CONSTRUCTION ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CHANNELIZING DEVICES. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 06/06/2022 APPROVED APPROVED APPROVED Figure 6H-6. Shoulder Work with Minor Encroachment (TA-6) A mmoM avoa aN3 7' 196TH ST SW l t loft MIN., l ■ 198TH PL SW Typical Application 6 i END ROAD WORK Note: See Tables 61-11-2 and 61-1-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle Truck -mounted attenuator (optional) Bufferspace (optional) 1/3 L 1 A ROAD J6 WORK AHEAD 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 611-11-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) I� Sign (shown facing left) 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 Illllr� Flagger ® Type 3 barricade High-level warning device (Flag tree) Warning light Longitudinal channelizing device Work space 41111 ------0 Luminaire \\\\\Pavement markings that should be removed for a long-term project o Work vehicle Table 6H-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 61-1-46. 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 TrC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.) ESUB Table 611-11-4. Formulas for Determining Taper Length AUG 25 2022 Speed (S) Taper Length (L) in feet WS2 40mph orless L= CITY OF EDMONDS 60 DEVELOPMENT 45mph ormore L= WS SERVICES DEPARTMENT 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 19811 88TH AVE W, EDMONDS, WA TRAFFIC CONTROL - 19715 82ND PL W PROJ#: JB994746-NODE SEG CONSTRUCTION TYPE: MAINTENANCE Tom'-6 SYSTEM: EDMONDS l NODE: SHEET: 6 OF 9 Table 6E-1. Stopping Sight Distance as a Function of Speed Speed* Distance 20 mph 115 feet 25 mph 155 feet 30 mph 200 feet 35 mph 250 feet 40 mph 305 feet 45 mph 360 feet 50 mph 425 feet 55 mph 495 feet 60 mph 570 feet 65 mph 645 feet 70 mph 730 feet 75 mph 820 feet Posted speed, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed NOTE: INSTALL TEMPORARY NO PARKING SIGNS 48 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS WILL BE GIVEN AT ALL TIME DURING CONSTRUCTION ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CHANNELIZING DEVICES. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 06/06/2022 APPROVED APPROVED APPROVED Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) OV3Hd 11' �aOM 0VO8 A ON3 1r 200TH ST SW l t a rl 10 ft ,MIN. W ICI ■ 196TH ST SW Typical Application 6 i END ROAD WORK Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle Truck -mounted attenuator (optional) Buffer space (optional) 1/3 L A ROAD i WORK AHEAD 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 611-11-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board U0 Shadow vehicle O O O Arrow board support or trailer (shown facing down) I� Sign (shown facing left) Changeable message sign or support trailer E� Surveyor Channelizing device Temporary barrier Crash cushion Temporary barrier with warning light I® Y Direction of temporary traffic detour � Traffic or pedestrian signal Direction of traffic Truck -mounted attenuator W-0 Flagger l—� Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space �� Luminaire \`\\\ Pavement markings that should be removed for along -term project Work vehicle Table 6H-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs** A B I 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.) ESUB Table 6H-4. Formulas for Determining Taper Length ' AUG 25 2022 Speed (S) Taper Length (L) in feet WS 40mph orless L= CITY OF EDMONDS 60 DEVELOPMENT 45 mph or more L = WS SERVICES DEPARTMENT 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 19811 88TH AVE W, EDMONDS, WA TRAFFIC CONTROL - 19922 81 ST PL W PROJ#: JB994746-NODE SEG CONSTRUCTION TYPE: MAINTENANCE TC— / SYSTEM: EDMONDS NODE: SHEET: 7 OF 9 Table 6E-1. Stopping Sight Distance as a Function of Speed Speed* Distance 20 mph 115 feet 25 mph 155 feet 30 mph 200 feet 35 mph 250 feet 40 mph 305 feet 45 mph 360 feet 50 mph 425 feet 55 mph 495 feet 60 mph 570 feet 65 mph 645 feet 70 mph 730 feet 75 mph 820 feet Posted speed, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed NOTE: INSTALL TEMPORARY NO PARKING SIGNS 48 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS WILL BE GIVEN AT ALL TIME DURING CONSTRUCTION ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CHANNELIZING DEVICES. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 06/06/2022 APPROVED APPROVED APPROVED Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) Od3Hd ,� �IHOM adoa A MHOM OVOm ON3 4 200TH ST SW i END �.l ROADWORK Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Table 6H-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) IN Sign (shown facing left) Changeable message sign or support trailer G 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 Illlli—� Flagger \\\\ Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space 400--6 Luminaire \\`\` Pavement markings that should be removed for a long-term project Work vehicle Table 6H-3. Meaning of Letter Codes on Typical Application Diagrams Distance Between Signs** Road Type A B c A-t Work vehicle Urban (low speed)* 100feet 100feet 100feet Urban (high speed)* 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet 00 Truck -mounted Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet o attenuator Speed category to be determined by highway agency (optional) " The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the 10 ft distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and M I N. second signs. The C dimension is the distance between the second and third signs. (The "first sign' is the sign in a I space three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.) tBuffer (optional) i C S U C r ■ Typical Application 6 1/3 L 1 A ROAD y WORK AHEAD 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 6H-4. Formulas for Determining Taper Length ' AUG 25 2022 Speed (S) Taper Length (L) in feet WS 40 mph or less L= CITY OF EDMONDS so DEVELOPMENT 45mph ormore L= WS SERVICES DEPARTMENT 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 19811 88TH AVE W, EDMONDS, WA TRAFFIC CONTROL - 19818 80TH PL W PROJ#: JB994746-NODE SEG CONSTRUCTION TYPE: MAINTENANCE TC_Q SYSTEM: EDMONDS l O NODE: 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 X X 48" ONE LANE ROAD AHEAD 48" W20-4 ROAD WORK AHEAD 48" W20-1 LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE N X X 50' TO �j�� 300' // \\48" W20-7B W20-76 (OPTIONAL IF 40 MPH OR LESS) THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 06/06/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: �� - -��48„ W�20-7A 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. I ®Nli 50' TO 100' 6 DEVICE B _ _ MIN. _ W20-76 (OPTIONAL IF 40 MPH OR LESS) BE PREPARED ,,TO STOP/r 48" 4�. 48„ //W • W20-7B ONE LANE ROAD AHEAD 48" 48" W20-7A W20-4 X � X _ _ X � X 80TH AVE W 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 48" ROAD WORK AHEAD 48" W20-1 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 ESUB AUG 25 2022 I NOTES CITY OF EDMONDS DEVELOPMENT 1 ALL SIGNS ARE BLACK ON ORANGE. SERVICES DEPARTMENT 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. 5. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS. 19811 88TH AVE W, EDMONDS, WA TRAFFIC CONTROL - 19827 80TH AVE W PROJ#: JB994746-NODE SEG CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-9 SHEET: 9 OF 9