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ENG2022-0281 ROW PERMITRIGHT OF WAY EUC PERMIT o PERMIT NU M City of Edmonds ....... .. . Edmonds9:0i 1 1 . -. •. i Description: COMCAST-MAINTENANCE SPLICE MULTIPLE LOCATIONS 5TH & PINE ISSUED: 09/21/2022 Address: 1037 6TH AVE S EDMONDS WA 98020-4011 EXPIRES:03/21/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00619400600701 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT CODY SHACKETT 410 VALLEY AVE NW, PUYALLUP WA 98371 (253)341-9318 CONTACT CABLECOM 19910 NORTHCREEK PARKWAY NORTH, BOTHELL WA 98011 (360)454-3163 CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)863-2628 OWNER JEFFREY R SONDLES 1037 6TH AVE S, EDMONDS WA 98020-4011 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 09/21 /2022 RELEASED BY DATE Printed: Wednesday, September 21, 2022 8:53:00 AM 1 of 2 oe e n,y RIGHT OF WAY EUC PERMIT PERMIT NU�M 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 X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL Printed: Wednesday, September 21, 2022 8:53:00 AM 2 of 2 RESUB Jul 27 2022 Lti�y of Epiy04o� 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. 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 - JB0000994830 Site Address or if no site address use Property Address at NW corner of project area: 1037 6TH AVE S, EDMON DS, WA 98020 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.) MULTIPLE MAINTENANCE & SPLICE LOCATIONS AT THE FOLLOWING ADDRESSES: Aerial 1 10376TH AVE S Ped 2 6515TH AVE S Ped 3 505 PINE ST Aerial 4 527 PINE ST Aerial 5 561 PINE ST Aerial 6 9216TH AVE S Aerial 7 635 PINE ST Aerial 8 10616TH AVE S Aerial 9 619AAVE S Aerial 10 1149 6TH AVE S 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 16 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? x • 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? x 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: x 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 ®i 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? X 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: 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 Asbuilt Cover Completed By: 0 f-%r ,� + W - ,. E ` S Completion Date: 1/0/1900 Address: I 1037 6TH AVE S, EDMONDS, WA 98020 I COMCAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages are summarized on Survey Rollup tab._ Engineered For: Project Manager: Are Additional Pages Needed: No P2 ID: JB0000994830 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 Phase Identifier ❑1 Footage Break Fiber Splice Point Power Supply Ps Storage Loop Hard Surface Cut O Riser ® Abandoned Cable Provide Clear Construction Details MULTIPLE MAINTENANCE & SPLICE LOCATIONS ON THE FOLLOWING ROADS: Aerial i 1037 6TH AVE S Ped 2 651 5TH AVE S Ped 3 505 PINE ST Aerial 4 527 PINE ST Aerial 5 561 PINE ST Aerial 6 921 6TH AVE S Aerial 7 635 PINE ST Aerial 3 1061 6TH AVE S Aerial 9 619 A AVE S Aerial 10 1149 6TH AVE S 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. Pi OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. Fvr ray tf� LA ENGINEERING DIVISION "OTED �( 19/06/2022 I RECEIVE Jun 09 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Route Overview Completed By: 0 %1% ,: ,. — E ` y s Completion Date: 1/0/1900 Address: I 1037 6TH AVE S, EDMONDS, WA 98020 I COMCAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages are summarized on Survey Rollup tab._ Engineered For: Project Manager: Are Additional Pages Needed: No I`% P2 ID: JB0000994830 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 Phase Identifier ❑1 Footage Break Fiber Splice Point Power Supply Ps Storage Loop Hard Surface Cut O Riser ® Abandoned Cable Provide Clear Construction Details MULTIPLE MAINTENANCE & SPLICE LOCATIONS ON THE FOLLOWING ROADS: Aerial 1037 6TH AVE S Ped 2 651 STH AVE S Ped 3 505 PINE ST Aerial 4 527 PINE ST Aerial 5 561 PINE ST Aerial 6 921 6TH AVE S Aerial 7 635 PINE ST Aerial 8 1061 6TH AVE S Aerial 9 619 A AVE S Aerial 1 10 11149 6TH AVE S y Q 1Pine St Forsyth Ln RECEIVE Jun 09 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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, 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 WORK 50' TO 100' 6 DEVICE B MIN. f� 6TH AVE S - 25MPH l X - - X 48" ONE LANE ROAD AHEAD 48"' 48" W20-4 ROAD WORK 4HEAD 48"' W20-1 W20-7B W20-76 (OPTIONAL IF 40 MPH OR LESS) un000 LEGEND to aad / udwi t FLAGGING STATION lep a TEMPORARY SIGN LOCATION ddV qq CHANNELIZING DEVICES 3J`dNIV10 (INV Z V6J9fVtyIj V/(5 a �,IICLE 2 0. d.BISNOdS32J SI HOi0VH1NOO//H]NMO ,N`d ONI 0q%O=I 3_181 0 ISSUE FOR PERMIT DRAWN BY: ERIC APPROVED: APPROVED: APPROVED: BE \ PREPARED PTO STOP/r DATE 5/31 /2022 X - - X 48" 48" k W20-7A 50' TO 300' 2 0- 2 Z J x U) V K O LL W20-7B (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 X X 0. X ONE -LANE, TWO-WAY TRAFFIC CONTROL 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" 1 I nrATlnAI 1 7ZOZ/90/61�� NOISIAIa W20-713 (OPTIONAL IF 40 MPH OR LESS) NI�F WQk)QION 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. 1037 6TH AVE S MM �WAM020 TRAFFe;�Oleln u n r PROJ#: JB0000994830 r CONSTRUCTION TYPE: SPLICE SYSTEM: EDMONDS EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET SCALE: N.T.S TC-1 SHEET: 5 OF 5 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. LEGEND a TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE 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 1 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' —11110- 5TH AVE S - 25MPH a a X ROAD WORK AHEAD 48" W20-1 THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 5/31/2022 DRAWN BY: ERIC APPROVED: APPROVED: APPROVED: 48" SHOULDER WORK 48" W21-5 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 ETWORK AREA X L/3 "R 50' 50' SHOULDER CLOSURE — LOW SPEED (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 LOCATION 2 NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. 1037 6TH AVE S MM �WAM020 TRAFFe;�Oleln u n r PROJ#: JB0000994830 r CONSTRUCTION TYPE: SPLICE SYSTEM: EDMONDS EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET SCALE: N.T.S TC-1 SHEET: 5 OF 5 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. LEGEND a TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE 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 1 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' 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 PINE ST - 25MPH o z1 7 0 N a a �F T WORK AREA X X L/3 "R 50' 50' \48" 48" LOCATIONS 3, 4, 5, 6, 7 ROAD SHOULDER V48" WORK 48" W20-1 W21-5 THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 5/31/2022 DRAWN BY: ERIC APPROVED: APPROVED: APPROVED: SHOULDER CLOSURE — LOW SPEED (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. 1037 6TH AVE S MM �WAM020 TRAFFe;�Oleln u n r PROJ#: JB0000994830 r CONSTRUCTION TYPE: SPLICE SYSTEM: EDMONDS EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET SCALE: N.T.S TC-1 SHEET: 5 OF 5 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. LEGEND a TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE 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 1 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' —11110- 6TH AVE S - 25MPH a a X ROAD WORK AHEAD 48" W20-1 THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 5/31/2022 DRAWN BY: ERIC APPROVED: APPROVED: APPROVED: 48" SHOULDER WORK 48" W21-5 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 ETWORK AREA X L/3 "R 50' 50' SHOULDER CLOSURE — LOW SPEED (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 LOCATIONS 8,10 NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 2. ALL SIGNS ARE BLACK ON ORANGE. 1037 6TH AVE S MM �WAM020 TRAFFe;�Oleln u n r PROJ#: JB0000994830 r CONSTRUCTION TYPE: SPLICE SYSTEM: EDMONDS EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET SCALE: N.T.S TC-1 SHEET: 5 OF 5 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 1 425 495 570 645 730 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 48" W20-4 \ //48" W20--1 LEGEND / FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE FIR ST - 25MPH X ��\� X // \\ ., 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 5/31/2022 DRAWN BY: ERIC APPROVED: APPROVED: APPROVED: \- -ii48" W20-7-7A 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, 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 WORK UK 50' TO 100' 6 DEVICE B MIN. W20-7B (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 � ONE -LANE, TWO-WAY TRAFFIC CONTROL 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" 1 W20-713 (OPTIONAL IF 40 MPH OR LESS) LOCATION 9 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. 1037 6TH AVE S MM �WAM020 TRAFFe;�Oleln u n r PROJ#: JB0000994830 r CONSTRUCTION TYPE: SPLICE SYSTEM: EDMONDS EMAIL: ERIC.MCDOWELL@CABLECOMLLC.NET SCALE: N.T.S TC-1 SHEET: 5 OF 5