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ENG2022-0206 ROW PERMITRIGHT OF WAY EUC ••MIT Elk121 _•• • • ':1 1 Description: COMCAST-SPLICES AT MULTIPLE LOCATIONS ISSUED: 07/07/2022 Address: 24126 100TH AVE W EDMONDS WA 98020-5704 EXPIRES: 01/07/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00555000000100 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)668-1300 OWNER GERALD J DENNICK 24126 100TH AVE W, EDMONDS WA 98020-5704 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $330.00 $330.00 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. RELEASED BY THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 07/07/2022 DATE Printed: Thursday, July 07, 2022 1:08:43 PM 1 of 2 PERMIT PERMIT NUMBER, Elk City of Edmonds 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: Thursday, July 07, 2022 1:08:43 PM 2 of 2 RESUB Jun 21 2022 Lti�y of EDdf04O� 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 - JB0000857774 Site Address or if no site address use Property Address at NW corner of project area: 24126 100TH AVE W, EDMONDS, 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.) W NTENACE SPLICES AT EXISITING AERIAL AND GROUND CASES AT THE FOLLOWING 22 LOCATIONS: NO NEW CONSTURCTION, ALL EXSITING CASES. Aerial 1 124126100TH AVE W_ Aerial 12 2400695TH PLW Aerial 2 12360410DTH AVE W Aerial 13 24124102ND PL W Ped 3 982923TrH PL SW Aerial 14 9820241ST PL SW Ped 4 9825237rH PL SW Aerial 15 9715241STPLSW Aerial 5 23276101ST AVEW Aerial 16 24208101STAVEW Aerial 6 9729238TH ST SW Ped 17 9911242ND PL SW Aerial 7 2372996TH PL W Aerial 18 24223 FIRDALE AVE Aerial 8 24011101ST AVEW Aerial 19 24233 FIRDALE AVE Aerial 9 24011FIRDALEAVE 1 Aerial 1 20 9617FIRDALEAVE Ped 10 9803240TH ST SW Aerial 21 10206244TH ST SW Aerial 11 9731240TH PL SW I Aerial 1 22 124324300TH AVEW 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 ®i 6. Does your project involve rebuilding or replacing utility equipment which currently serves more [—xthan one lot or commercial develo ment? 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: 06/16/2022 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 Asbuilt Cover Completed By: 0 N r� ` S Completion Date: 1/0/1900 Address: 24126 100TH AVE W, EDMONDS, WA 98020 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: JB0000857774 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 Power Supply Ps Storage Loop Hard Surface Cut O Riser ® Abandoned Cable Provide Clear Construction Details MULTIPLE MAINTENANCE & SPLICE LOCATIONS ON THE FOLLOWING ROADS: FIRDALE AVE, 95TH PL W, 96TH PL W, 100TH AVE W, 101ST AVE W, 102ND PL W, 237TH PL SW, 238TH ST SW, 240TH ST SW, 240TH PL SW, 241ST PL SW, 242ND PL SW & 244TH ST SW. Aerial 1 24126 100TH AVE W Aerial 12 24006 95TH PL W Aerial 2 23604100TH AVE W Aerial 13 24124102ND PL W Ped 3 9829 237TH PL SW Aerial 14 9820 241ST PL SW Ped 4 9825 237TH PL SW Aerial 15 9715 241ST PL SW Aerial 1 5 23276101STAVE W Aerial 16 24208 101ST AVE W Aerial 6 19729 238TH ST SW Ped 17 9911242ND PL SW Aerial 7 23729 96TH PL W Aerial 18 24223 FIRDALE AVE Aerial 8 24011101ST AVE W Aerial 19 24233 FIRDALE AVE Aerial 9 24011 FIRDALE AVE Aerial 20 9617 FIRDALE AVE Ped 10 9803 240TH ST SW Aerial 21 110206 244TH ST SW Aerial 1 11 19731240TH PL SW Aerial 22 124324100TH AVE W SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 211n cJ A� 1 ia*1 St CVti 3 a is .o 2i7w PI SW 2 so th 5 t �•. 2400, Pt %W 241 at PI SW �*7rd PI `'44 pis • 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. ENGINEERING DIVISION APPROVED AS NOTED Jell ,i H,,04z 06/29/2022 VV RECEIVED May 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Route Overview Completed By: 0 ` S Completion Date: 1/0/1900 Address: 24126 100TH AVE W, EDMONDS, WA98020 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: JB0000857774 Legend New Ped Pole New Vault Fv� Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial New Tap Interior Path 0 Footage Break Phase Identifier 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: FIRDALE AVE, 95TH PL W, 96TH PL W, 100TH AVE W, 101ST AVE W, 102ND PL W, 237TH PL SW, 238TH ST SW, 240TH ST SW, 240TH PL SW, 241ST PL SW, 242ND PL SW & 244TH ST SW. Aerial 1 24126100TH AVE W Aerial 12 24006 95TH PL W Aerial 2 23604100TH AVE W Aerial 13 24124102ND PL W Ped 3 9829 237TH PL SW Aerial 14 9820 241ST PL SW Ped 4 9825 237TH PL SW Aerial 15 9715 241ST PL SW Aerial 5 23276 101ST AVE W Aerial 16 24208 101ST AVE W Aerial 6 9729 238TH ST SW Ped 17 9911242ND PL SW Aerial 7 23729 96TH PL W Aerial 18 24223 FIRDALE AVE Aerial 8 24011101ST AVE W Aerial 19 24233 FIRDALE AVE Aerial 9 24011 FIRDALE AVE Aerial 20 9617 FIRDALE AVE Ped 10 9803 240TH ST SW Aerial 21 10206 244TH ST SW Aerial 11 9731240TH PL SW Aerial 22 124324100TH AVE W 21 s 0 238th Q lil 0 ❑9 1 -'•I th St SW s ❑3 rz 0 ❑ J 2370% PI SW ❑6 9� s� SW 1�3tl� Pj d IF Flo] 24(jth SI S%o•: H 240t.' { ��.•: _ 15 T_ 241 s"I. i1rY 541 <• Fis] .i„tj F17] F20] 22 `3s a RECEIVED May 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �enM:]H1 SNOUODdSNI -1-1`d Enn(]DHOS (feet) 25 30 1 35 1 40 45 1 50 55 1 60 10 105 150 205 270 450 500 550 - 11 115 165 225 295 495 550 605 660 12 125 180 245 1 320 540 600 660 720 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 RESIDENTAL & BUSINESS DISTRICTS 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. L/2 65 70 - - 48" ROAD WORK HEAD 8" 48" ONE LANE W20-1 ROAD x AHEAD 48" W20-4 48" x BE O PREPARED TO STOP 48" x 48" . • W20-76 48 >< W20-7A DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES 111110- - x x L/2 B ZR � x x 48" ROAD 8 WORK 48" HEAD BE 48" 48„ O PREPARED 4 W20-1 TO STOP 4481, W 1-4(L) 48" W20-7B W20-7A ® TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER THE WORK ZONE IS SET UP. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL Hd`d DESIGN: REV DESCRIPTION DATE JN 0 ISSUE FOR PERMIT 05/02/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE - RECOMMENDED 0 TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) 10 OPTIONAL IF 40 MPH OR LESS 48" BE PREPARED O 48" TO STOP 48„ W20-7B 48" W20-7A X X =VICE SPACING 1/2 DISTANCE R OPPOSING TRAFFIC DEVICE xKROE 0 W20-7A BE PARED O STOP 11104 W20-7B N ONE LANE ROAD AHEAD x 4 48" ROAD W20-4 WORK HEAD 48" W20-1 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 48" 48" CENTER LANE ROAD CLOSED WORK AHEAD HEAD 48" 48" W20-5C W20-1 L/2 I� x x — I 1� I =g�_ 24" KEEP 0" IF RB/ 7vB INTERSECTION LANE CLOSURE - THREE LANE ROADWAY (WSDOT TC14) 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 50/70 40 80 35/45 30 60 25/30 20 40 NOTES 1. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 2. IF A SIGNAL IS PRESENT, IT SHALL BESET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS. 3. FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF SIGN W1-4. 4. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 5. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 6. FLAGGERS WILL NOT BE NEEDED AS NONE OF THE AREAS WILL RESULT IN A ONE LANE ROAD SITUATION. 7. TC14 APPLIES TO ALL PROPOSED WORK AREAS AT THE FOLLOWING ADDRESSES IN THE CITY RIGHT OF WAY. • 24011 FIRDALE AVE • 24223 FIRDALE AVE • 24233 FIRDALE AVE • 9617 FIRDALE AVE 24126 100TH AVE W, EDMONDS, WA TRAFFIC CONTROL PROJ#: JB857774-XNET CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-5 SHEET: 5 OF 6 A L SNOUO3dSNI �W 3-if143HOS _..,.—..._..._ _ , _,. —, , _ = 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 X x X 48" ONE LANE ' ROAD AHEAD 48 W20 4 ROAD WORK AHEAD 48" LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES MM PROTECTIVE VEHICLE THIS IS A COMCAST DESIGN: REV 0 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, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTONS AND DRIVEWAYS. (WHIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ADWAY CONDITIONS. 50' TO 100' 6 DEVICE MIN X I 50' TO 300' �� - -ii48„ 48" W�20-7A BE PREPARED TO STOP 48" W20-7B W20-713 (OPTIONAL IF 40 MPH OR LESS) DATE 05/02/2022 l� v WORK 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" 481, 48" W20-7B ONE LANE W20-1 ROAD AHEAD 48" 48" W20-7A W20-4 X - I- X - - X - I- X - L 101ST AVE SW r X � SZ X o � a OD M Q c� z� CA U w Of X L w Z sz l 1 i X s ONE LANE ROAD AHEAD 48" 48" W20-7A BE PREPARED w20-713 (OPTIONAL IF 40 MPH OR LESS) TO STOP 48" W20-7B I TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER THE WORK ZONE IS SET UP. 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 //48" 48„ NOTES W22�00--4 ROAD 1. ALL SIGNS ARE BLACK ON ORANGE. WORK HEAD 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS 48„ SHOULDER IS RECOMMENDED. W20-1 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT 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 FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 5. TC1 APPLIES TO ALL PROPOSED WORK AREAS AT THE FOLLOWING ADDRESSES IN THE CITY RIGHT OF WAY. • 23276 101 ST AVE W 24126 100TH AVE W, EDMONDS, WA TRAFFIC CONTROL PROJ#: JB857774-XNET CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-2 SHEET: 2 OF 6 H' NOUO3dSNI �W 3�n(13HOS,CE - 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 AHEAE 48" W20-1 LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES PROTECTIVE VEHICLE X [ • ■ 48" W20-7A BE PREPARED \TO STOP 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 05/02/2022 DRAWN BY: DOM 1 CITY REVISIONS 06/17/2022 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 ISPACNG MAY BE ADJUSTED TO ACCOMMODATE INTERSECTONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 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 48" 50' TO 100' 50' TO 100' W20-7A 6 DEVICE 6 DEVICE MIN I I tR B MIN. X X WORK AREA \ON ROAD AHEAD 48" W20-4 X — - X IN N X - 5300' TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER THE WORK ZONE IS SET UP. NORTH ARROW VARIES ZZOZ/6Z/90 ONE -LANE, TWO-WQQAI51/\In Y TTRAFFIC N ROL (WSDOT TC1) N01�� 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 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 5. TC1 APPLIES TO ALL PROPOSED WORK AREAS AT THE FOLLOWING ADDRESSES IN THE CITY RIGHT OF WAY. • 23729 96TH PL W • 24006 95TH PL W • 24011 101 STAVE W • 10206 244TH ST SW 1N31N1NVd30 24126 100TH AVESPN Il ,IWA TRAFFgF0ZrRpg Ll11 r PROJ#: JB857774-XNET B n S 3 N CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-1 SHEET: 1 OF 6 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - 12 125 180 245 320 540 600 660 720 780 840 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 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' +/- 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 INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATI N D VICE SPACING feet MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 100TH AVE W 30 MPH — — — — ® ® ® ® 0— _ ® ®— ® ®— — ® ® ® ® ¢ WORK AREA a a a L�3 SEE NOTE 4 X X X L B R 100' ? R-i ; LO ' WORK EAD W20-1 LEGEND N TEMPORARY SIGN LOCATION ® TRAFFIC SAFETY DRUM �D SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 05/02/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: /RD W4-2(L) W20-5R 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' SINGLE —LANE CLOSURE FOR MULTI —LANE ROADWAYS (WSDOT TC3) 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 PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE 1 MILE IN ADVANCE OF LANE CLOSURE SIGNING. NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. EXTEND DEVICE TAPER AT L/3 ACROSS SHOULDER. 3, DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE. 4. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' (FT) (RECOMMENDED). 5. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' (FT). 6. ALL SIGNS ARE BLACK ON ORANGE. 7. TC3 APPLIES TO ALL PROPOSED WORK AREAS AT THE FOLLOWING ADDRESSES IN THE CITY RIGHT OF WAY. • 23604 100TH AVE W 24126 100TH AVE W, EDMONDS, WA TRAFFIC CONTROL PROJ#: JB857774-XNET CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-3 SHEET: 3 OF 6 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. I 48" ROAD WORK HEAD 48" ® W20-1 NORTH ARROW VARIES LEGEND 11 TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 05/02/2022 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' 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 Z o Z --40- i N < T X _ _ X _ _ L/3 B R HOULDERN WORK 48" W21-5 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 so' 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. 3. TC5 APPLIES TO ALL PROPOSED WORK AREAS AT THE FOLLOWING ADDRESSES IN THE CITY RIGHT OF WAY. • 24126 100TH AVE W • 9829 237TH PL SW • 9825 237TH PL SW • 9729 238TH ST SW • 9731 240TH PL SW • 9820 241 ST PL SW 24126 100TH AVE W, EDMONDS, WA TRAFFIC CONTROL PROJ#: JB857774-XNET CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-4 SHEET: 4 OF 6 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. TA-6 APPLIES TO ALL PROPOSED WORK AREAS AT THE FOLLOWING ADDRESSES IN THE CITY RIGHT OF WAY. • 9803 240TH PL SW • 24124 102ND PL W • 9715 241 ST PL SW • 24208 101 ST AVE W • 9911 242ND PL SW • 24324 100TH AVE W Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) Ob'3Hb' NHOM T OV0a A NORTH ARROW VARIES mom and ON3 T THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 05/02/2022 APPROVED APPROVED APPROVED Table 61-1-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) Sign (shown facing left) END Changeable message sign or support trailer ® Surveyor i t ROAD WORK Channelizing device 0 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 Illllr� 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 Longitudinal channelizing device l this figure. ® Work space �9 Luminaire Pavement markings that should be O Work vehicle removed for a long-term project 10ft MIN. Typical Application 6 Work vehicle Truck -mounted attenuator (optional) Buffer space (optional) 1/3 L 1 A ROAD 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 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 zone.) 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 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 24126 100TH AVE W, EDMONDS, WA TRAFFIC CONTROL PROJ#: JB857774-XNET CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-6 SHEET: 6 OF 6 RECEIVED May 03 2022 / CITY OF EDMONDS CITY OF EDMONDS MyBuildingPermit.com DEVELOPMENT SERVICES DEPARTMENT Right -of -Way Application #1135426 - COMCAST - JB0000857774 Applicant First Name Last Name Company Name CODY SHACKETT COMCAST Number Street Apartment or Suite Number E-mail Address 410 VALLEY AVE NW owen_shackett@cable.comcast.com City State Zip Phone Number Extension PUYALLUP WA 98371 253-341-9318 Contractor Company Name Cablecom LLC Number Street Apartment or Suite Number 19910 NORTHCREEK PARKWAY NORTH SUITE 100 City State Zip Phone Number Extension BOTHELL WA 98011 (360) 454-3163 State License Number License Expiration Date UBI # E-mail Address CABLEL*971 DP 8/21/2023 FD99RSS79 SNOHOMISH.PERM ITTING@CABLECO Project Location Number Street Floor Number Suite or Room Number 24126 100TH AVE W City Zip Code County Parcel Number EDMONDS 98020 00555000000100 Associated Building Permit Number Tenant Name Additional Information (i.e. equipment location or special instructions)_ Work Location Property Owner First Name Last Name or Company Name Gerald J Dennick Number Street Apartment or Suite Number 24126 100TH AVE W City State Zip EDMONDS WA 98020-5704 Certification Statement - The applicant states: I certify that I am the owner of this property or the owner's authorized agent. If acting as an authorized agent, I further certify that I have full power and authority to file this application and to perform, on behalf of the owner, all acts required to enable the jurisdiction to process and review such application. I have furnished true and correct information. I will comply with all provisions of law and ordinance governing this type of application. If the scope of work requires a licensed contractor to perform the work, the information will be provided prior to permit issuance. Date Submitted: 5/2/2022 Submitted By: CODY SHACKETT Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1135426 - COMCAST - JB0000857774 Project Contact Company CABLECOM Name: Name: SUNSHINE CRABBS Email: sunshine.crabbs@cablecomllc.net Address: 19910 NORTHCREEK PARKWAY Phone #: 360-454-3163 NORTH SUITE 100 BOTHELL WA 98011 Project Type Activity Type Scope of Work Utility Purveyor Utility Work No Disturbance of Surface Project Name: COMCAST - JB0000857774 MULTIPLE MAINTENANCE & SPLICE LOCATIONS ON THE FOLLOWING ROADS: Description of FIRDALE AVE, 95TH PL W, 96TH PL W, 100TH AVE W, 101 ST AVE W, 102ND PL W, Work: 237TH PL SW, 238TH ST SW, 240TH ST SW, 240TH PL SW, 241 ST PL SW, 242ND PL SW & 244TH ST SW. Project Details Project Information Job Number JB0000857774 Page 2 of 2