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ENG2022-0364 ROW PERMITRIGHT OF WAY EUC PERMIT o PERMIT NU M City of Edmonds www.cityofedmonds.gov / 4i Description: COMCAST - MAINTENANCE SPLICES 108TH 229TH ROBINHOOD ISSUED: 08/24/2022 Address: 22929 108TH AVE W EDMONDS WA 98020-5189 EXPIRES:02/24/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00610500000900 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT OWEN SHACKEET 410 VALLEY AVE NW, PUYALLUP WA 98371 (253)341-9318 CONTACT CABLECOM LLC 19910 NORTHCREEK PARKWAY N„ BOTHELL WA 98011 (360)454-3163 CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)863-2628 OWNER THOMAS E & GAYLE M TT PHIPPS 22929 108TH AVE W, EDMONDS WA 98020 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $220.00 $220.00 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 08/24/2022 RELEASED BY DATE Printed: Wednesday, August 24, 2022 8:14:21 AM 1 of 2 oe e n,y RIGHT OF WAY EUC PERMIT PERMIT NU M of Edmonds EdmondsCity 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: Wednesday, August 24, 2022 8:14:21 AM 2 of 2 RECEIVED 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. 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 - JB0000994948 - 3 Site Address or if no site address use Property Address at NW corner of project area: 22929 108TH 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.) MULTIPLE MAINTENANCE & SPLICE LOCATIONS AT THE FOLLOWING ADDRESSES: Aerial 1 22929108TH AVE W Aerial 2 22901106TH AVE W Ped 3 10519 231ST ST SW Aerial 4 10526 231ST ST SW Aerial 5 10503 LITTLE JOHN CT Aerial 6 23403 ROBIN HOOD DR Aerial 7 23411 ROBIN HOOD DR Aerial 8 10507 235TH PL SE Aerial 9 10708 NO"NGH11 RD Ped 1 10 123629 105TH PL W RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF IxI LF SF Alley 72 hours + LF IxI F SF Parking 72 hours + I LF IxI LF I 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? 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 !A/ - r_ W ,: ,. SE - S Completion Date: 1/0/1900 Address: I 22929 108TH AVE W, EDMONDS, WA 98020 j 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: JB0000994948 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 W Hard Surface Cut O Riser ® Abandoned Cable Provide Clear Construction Details MULTIPLE MAINTENANCE & SPLICE LOCATIONS AT THE FOLLOWING ADDRESSES: Aerial 1 22929 108TH AVE W Aerial 2 22901 106TH AVE W D e d 3 10519 231ST ST S%V Aerial 4 10526 231ST ST SW Aerial 5 10503 LITTLE JOHN CT Aerial 6 23403 ROBIN HOOD DR Aerial 7 23411 ROBIN HOOD DR Aerial 8 10507 235TH PL SE Aerial 9 10708 NOTTINGHAM RD Ped 1 10 123629 105TH PL W SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM z> F'I SW i n o C" T—T --- FJ �0 ON, P y O F,vr Q\3 NotOngham Rif I I 11 I 1 I I 5 tl i P I '; V. t 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. RECEIVED JUL 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING DIVISION APPROVED AS NOTED 08/22/2022 Vill Route Overview Completed By: 0 + W - ,. E - S Completion Date: 1/0/1900 Address: I 22929 108TH AVE W, 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: JB0000994948 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 AT THE FOLLOWING ADDRESSES: Aerial 1 22929 103TH AVE W Aerial 2 22901 106TH AVE W Ped 3 10519 231ST ST SW Aerial 4 10526 231ST ST SW Aerial 5 10503 LITTLE JOHN CT Aerial 6 23403 ROBIN HOOD DR Aerial 7 23411 ROBIN HOOD DR Aerial 3 10507 235TH PL SE Aerial 9 10703 NOTTINGHAM RD Ped 1 10 123629 105TH PL W Z ❑1 ❑2 RECEIVED JUL 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HenMJH1 SNOUODdSNI -iw EnnGDH0S _-E - 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" 48" W20-4 ROAD BE WORK PREPARED AHEAD TO STOP 48" 48" W20-1 W20-7B W20-713 (OPTIONAL IF 40 MPH OR LESS) LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION I �INOZ >Q10AA 2E]AIPI�]HM 6�nji paj l VHS NOUOO IdSN 1N� ' � ufES ¢ PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE 0 ISSUE FOR PERMIT 07/07/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: X X I 50' TO 300' SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE NTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT OADWAY CONDITIONS. 50' TO 100' 6 DEVICE MIN. \\ //48 Q W200--7A C.� z H ® z 50' TO 100' 6 DEVICE B MIN. )RK 2EA 00 ® _A5 %/481, W20-7A W20-76 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 48" 48" W20-7B ONE LANE W20-1 ROAD AHEAD 48" W20-7A W20-4 X _ I_ X _ X __ X _ ROBIN HOOD DR 48" BE 3EPARED W20-7B (OPTIONAL IF 40 MPH OR LESS) FO STOP 48" W20-7B // \\48" RECEIVED J U L 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 NORK NOTES AHEAD ZZ0Z/ZZ/8 48" 01 . ALL 'SI&VARABIVIVON ORANGE. W20-1 (IDJO J SVGB 0M&dVqANNELIZING DEVICE TAPER ACROSS NO1S1AI(:p!IL Mjgjt�fqgMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) ADDITIONAL DETAILETHESTANDARDSPECIFICATIONS FOR ADDITIONAL DETAILS. WITH FLAGGERS 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 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 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 23411 ROBIN HOOD DR PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE TC— / SYSTEM: EDMONDS NODE: SHEET: 7 OF 10 O N �M]Hi SNC ETA UO�IdSNI �w Enn(]AHOS R SPACE = B SPEED (MPH) 25 1 30 1 35 1 40 1 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 1 360 425 495 570 645 730 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" 48" W20-4 ROAD BE WORK PREPARED AHEAD TO STOP 48" 48" W20-1 W20-7B W20-713 (OPTIONAL IF 40 MPH OR LESS) LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION I ANoz MOM DARN3HM19211Q90AES VHS N0110AdSN 1N00 OIJJV Jl PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/07/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: X X I 50' TO 300' \-748„ W20-7-7A 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 NTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT OADWAY CONDITIONS. 50' TO 100' 6 DEVICE MIN. AREA X s I ¢I � x 0 a O Q s UIw x �I x w I I Z sz z -I x o z 4 50' TO 100' 6 DEVICE B _ MIN. _ ONE LANE\" ROAD AHEAD 48" W20-4 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 W20-76 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 48" 48" W20-7B ONE LANE W20-1 ROAD AHEAD 48" W20-7A W20-4 X _ I_ X _ _ X - I- X _ ROBIN HOOD DR W20-713 (OPTIONAL IF 40 MPH OR LESS) W20-7B 48" ROAD RECEIVED J U L 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 WORK NOTES 44 AHEAD ZZOZ/ZZ/90 48" 1 - ALL SIGNS ARE BLACK ON ORANGE. 4 4 W20-1 2— S`d �3{A#0{?\�`d i ddLIZING DEVICE TAPER ACROSS N��Rl�l F'E�7✓ 11 NDED. 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. 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 23403 ROBIN HOOD DR PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE Tl..,_6 SYSTEM: EDMONDS l V NODE: SHEET: 6 OF 10 onMJH1 SN( FA SIGN SPACING = X (1) )UODdSNI -1-1b EnnaDHOS SPACE - B RURAL HIGHWAYS 60/65MPH 800'+/- RURAL ROADS 45 / 55 MPH 500' +/- W20-7B (OPTIONAL IF SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- 40 MPH OR LESS) RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' +/- (2) LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RESIDENTIAL & BUSINESS DISTRICTS 48" 48" URBAN STREETS 25 MPH OR LESS 100' +/- (2) BE ROAD TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R MAY BE ADJUSTED TO ACCOMMODATE (1I) PREPARED TERSPACING AND DRIVEWAYS WORK HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT (2RTHIS SPACING Y CONDITIONS. REDUCED IN URBAN AREAS TO FIT TO STOP HEAD 9,900 TO 22,000 Ibs. > 22,000 Ibs. 48" 48" 48" 48„ < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH W20-713 ONE LANE W20-1 100' 123' 172' 74' 100' 150' ROAD PROTECTIVE VEHICLE (WORK VEHICLE) = R 48" AHEAD 48" NO SPECIFIED DISTANCE REQUIRED 50' TO 100' 50'TO100' W20-7A W20-4 6 DEVICE 6 DEVICE MIN.I R B MIN. X I X X � X I N N N N RK fWO ~ AREA ¢ �� X ONE LANE ROAD AHEAD 48" 48" W20-4 48" ROAD BE V PREPARED O STO48" W20-1 W20-7B W20-713 (OPTIONAL IF 40 MPH OR LESS) X LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION S SI �INOZ >Q10M 2Jdn3Ngl M N 9 �IVHS NOUOO Id O df,�DAdg`vNi THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/07/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: X X 48" 48" W20-7A 50' TO 300' 0 of z L Q ~ LU z � ROBIN HOOD DR x 7- j/48" 48" W200--7A BE NAL IF PREPARED 40 MPH OR LESS) 40 MPH OR LESS) TO STOP x 48„ /\48- W20-713 AHEAD x 48<®ROAD W20-4 W20-1 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 RECEIVED J U L 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 44 ZZOZqZ($OSIGNS AR BL I RANGE. Q�3l10INgb) Q QI 'WLIZING DEVICE TAPER ACROSS NO1eJ Al[MD0P4 16 MMg)ED. 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. 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 10503 LITTLE JOHN CT PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE TC-5 SYSTEM: EDMONDS l J NODE: SHEET: 5 OF 10 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 ONE LANE ROAD AHEAD 4 48" W20-4 ROAD WORK 4HEAD 48" W20-1 LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE X X — — X 48" 48" 48" W20-7A BE PREPARED TO STOP 48" W20-7B W20-7B (OPTIONAL IF 40 MPH OR LESS) THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/07/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE IiJTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT OADWAY CONDITIONS. 50' TO 100' 6 DEVICE MIN 50' TO 300' W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" BE PREPARED TO STOP 48" 48" . • W20-713 ONE LANE \ �111ROAD AHEAD 4//1 8" 48" 50' TO 100' W20-7A W20-4 6 DEVICE B MIN. X X X X 48" ROAD WORK AHEAD 48' W20-1 WORK j AREA 106TH AVE W i a 0 ry CD z U Cn w z X W20-7A X 48" <AH LANE OAD /EAD X W20-4 DARED W20-76 (OPTIONAL IF 40 MPH OR LESS) W20-76 48" ROAD WORK 4HEAD 48" W20-1 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 RECEIVED J U L 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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. 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 22901 106TH AVE W PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE m/' — SYSTEM: EDMONDS ll G NODE: SHEET: 2 OF 10 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 ONE LANE\` ROAD AHEAD 48" 48" W20-4 ROAD WORK 4H EAD 48"' W20-1 LEGEND FLAGGING STATION b TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE X X 48" \'/'48'- W20-7A BE PREPARED TO STOP 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 07/07/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: 50' TO 300' SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALIL SPACNG MAY BE ADJUSTED TO ACCOMMODATE INTERSECTONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 50' TO 100' 6 DEVICE 6 DEVICE MIN I R �_B MIN. WORK AREA ////// r r of X of s vs O w X C/1 Z 4 M N XI Q W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" BE PREPARED Tn STOP 48" 48" 'B ONE LANE ROAD AHEAD 48" 106TH AVE W 48" 481, W20-7A BE PREPARED 40 MPH (OPTIONAL IF 40 MPH OR LESS) TO STOP 48" 48" ONE LANE W20-7B ROAD AHEAD 48" W20-4 48" ROAD WORK AHEAD 48" W20-1 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 W20-4 X X 48" ROAD WORK AHEAD 48" W20-1 RECEIVED J U L 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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. 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 10526 231 ST ST SW PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE TC_4 SYSTEM: EDMONDS NODE: SHEET: 4 OF 10 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 a a _ X X 48" ONE LANE ROAD AHEAD 48" \\48 W20-4 50' TO 300' *5481, T, W20-7A 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) ALIL SPACNG MAY BE ADJUSTED TO ACCOMMODATE INTERSECTONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 6 DEVICE IN MI I R WORK AREA W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" BE PREPARED T STO 1 50' TO 100' W20-7A 6 DEVICE B MIN. X X 235TH PL SW ROAD BE WORK PREPARED HEAD TO STOP 48" 48"' W20-1 W20-71B W20-713 (OPTIONAL IF 40 MPH OR LESS) LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) CHANNELIZING DEVICES WITH FLAGGERS PROTECTIVE VEHICLE NOT TO SCALE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/07/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: 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 W20-713 ONE LANE \ ROAD AHEAD 48" W20-4 X i X 48" ROAD WORK AHEAD 48" W20-1 RECEIVED J U L 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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. 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 10507 235TH PL SE PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE Tr_O SYSTEM: EDMONDS l O NODE: SHEET: 8 OF 10 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) I ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE It TERSECTONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT W20-7B (OPTIONAL IF 40 MPH ORR\LESS) BE , PREPARED \,TC) STC)P11 48" ROAD WORK AuE:Ar�/ 48" RECEIVED J U L 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NELIZATION DEVICE PACING (FEET) TAPER TANGENT 10 TO 20 80 10 TO 20 60 10 TO 20 40 1 • ALL SIGNS ARE BLACK ON ORANGE LEGEND 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS FLAGGING STATION SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT a TEMPORARY SIGN LOCATION ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. CHANNELIZING DEVICES WITH FLAGGERS PROTECTIVE VEHICLE 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. NOT TO SCALE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/07/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: 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 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 10708 NOTTINGHAM RD PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE TC-9 SYSTEM: EDMONDS l 7 NODE: SHEET: 9 OF 10 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. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 07/07/2022 APPROVED APPROVED APPROVED Figure 61-1-1. Work Beyond the Shoulder (TA-1) 106TH AVE W l I t A ROAD i WORK AHEAD Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. 108TH AVE WTypical Application 1 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 61-1-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle 000 Arrow board support or trailer (shown facing down) 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 Luminaire Pavement markings that should be removed for along-tce;rm project Work vehicle Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs** A B C Urban (low speed)* 100 feet 100 feet 100 feet Urban (high speed)* 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet Speed category to be determined by highway agency " The column headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.) Table 61-1-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WS2 40 mph or less L = 60 RECEIVED 45 mph or more L = WS Where: L = taper length in feet J U L 19 2022 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 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 22929 108TH AVE W PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-1 SHEET: 1 OF 10 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. Figure 6H-6. Shoulder Work with Minor Encroachment (TA-6) Ob'3Ht/ �V3 H T OV0a THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 07/07/2022 APPROVED APPROVED APPROVED H mdom avow ON3 T 106TH AVE W M N l 10 ft MIN 1 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) 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) 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 Luminaire Pavement markings that should be removed for along-tce;rm project Work vehicle Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs** A B C Urban (low speed)* 100 feet 100 feet 100 feet Urban (high speed)* 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet Buffer space 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 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.) 1/3 L 1 A =, ROAD ML 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 61-1-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WS2 40 mph or less L = 60 45 mph or more L = WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit, or off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph RECEIVED JUL 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 10519 231 ST ST SW PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-3 SHEET: 3 OF 10 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. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL DESIGN: REV DESCRIPTION DATE DRAWN BY: DOM 0 ISSUE FOR PERMIT 07/07/2022 APPROVED APPROVED APPROVED Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) a`d3HV HaoM T' avoid/ A maoM avo8 aN3 T' l t 10 MIN t 237TH PL W Typical Application 6 1 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) 1/3 L 1 A Table 61-1-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle 000 Arrow board support or trailer (shown facing down) 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 Luminaire Pavement markings that should be removed for along-tce;rm project Work vehicle Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs** A B C Urban (low speed)* 100 feet 100 feet 100 feet Urban (high speed)* 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet Buffer space 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 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.) 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 61-1-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WS2 40 mph or less L = 45mph ormore L= WS RECEIVED Where: L = taper length in feet J U L 19 2022 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 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 108TH AVE W, 106TH AVE W, 231ST ST SW, LITTLE JOHN CT, ROBIN HOOD DR, 235TH PL SE, NOTTINGHAM RD, 105TH PL W, EDMONDS, WA TRAFFIC CONTROL - 23629 105TH PL W PROJ#: JB994948-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-10 SHEET: 10 OF 10 RECEIVED J U L 19 2022 CITY OF EDMONDS CITY OF EDMONDS M BuildingPermit.com DEVELOPMENT S ICES EPAR VENT Right -Cif-- _av _ _nn_irAil n #1170681 - COMCAST - JB0000994948 - EDMONDS 3 Applicant First Name Last Name Company Name OWEN SHACKEET COMCAST Number Street Apartment or Suite Number E-mail Address 410 VALLEY AVE NW OWEN SHACKETT@CABLE.COMCAST. City State Zip Phone Number Extension PUYALLUP WA 98371 (253) 341-9318 Contractor Company Name Cablecom LLC Number Street Apartment or Suite Number 19910 NORTH CREEK PARKWAY NORTH 100 City State Zip Phone Number Extension BOTHELL WA 98011 (360) 863-2628 (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 22929 108TH AVE W City Zip Code County Parcel Number EDMONDS 98020 00610500000900 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 Thomas E & Gayle M Ttees Phipps Number Street Apartment or Suite Number 22929 108TH AVE W City State Zip EDMONDS WA 98020 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: 7/9/2022 Submitted By: OWEN SHACKEET Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1170681 - COMCAST - JB0000994948 - EDMONDS 3 Project Contact Company CABLECOM LLC Name: Name: SUNSHINE CRABBS Email: SUNSHINE.CRABBS@CABLECOMLLC.NET Address: 19910 NORTHCREEK Phone (360) 454-3163 PARKWAY N, 100 #: BOTHELL WA 98011 Project Type Activity Type Scope of Work Utility Purveyor Utility Work No Disturbance of Surface Project Name: COMCAST - JB0000994948 - EDMONDS 3 MAINTENACE SPLICES AT EXISTING AERIAL AND GROUND CASES AT THE Description of FOLLOWING 10 LOCATIONS: 22929 108TH AVE W 22901 106TH AVE W 10519 231ST ST Work: SW 10526 231ST ST SW 10503 LITTLE JOHN CT 23403 ROBIN HOOD DR 23411 ROBIN HOOD DR 10507 2235TH PL SE 10708 NOTTINGHAM RD 23629 105TH PL W NO NEW CONSTRUCTION, ALL EXISTING CASES. Project Details Project Information Job Number JB0000994948 Page 2 of 2