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ENG2022-0386 ROW PERMITRIGHT OF WAY EUC PERMIT o PERMIT NU M City of Edmonds www.cityofedmonds.gov / i Description: COMCAST-MAINTENANCE SPLICE MULTIPLE LOCATIONS 234TH & HWY 99 ISSUED: 10/11/2022 Address: 8230 234TH ST SW EDMONDS WA 98026-9320 EXPIRES: 04/11/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00576700002510 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 ROGER G & ROZELLA J KLEVEN 8230 234TH S W, EDMONDS WA 98026 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. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 10/11 /2022 RELEASED BY DATE Printed: Tuesday, October 11, 2022 2:01:19 PM 1 of 2 oe e n,y RIGHT OF WAY EUC PERMIT PERMIT NU�M City of Edmonds Ad 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: Tuesday, October 11, 2022 2:01:19 PM 2 of 2 RECEIVED 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. 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 - JB0000995029 Site Address or if no site address use Property Address at NW corner of project area: 8230 234TH ST SW, EDMONDS, WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name ofCompanyCOMCAST CABLE HOLDING Franc hiseOrdinanceNo: Point of Contact OWEN SHACKETT Title PERMIT COORDINATOR Address 410 VALLEY AVE NW City PUYALLUP State WA Zip 98371 Phone253-341-9318 EmailOWEN SHACKETT@CABLE.COMCAST.COM Contractor and Authorized Agent of • • - •• •w) Name of CompanyCABLECOM LLC Contractor ContactsDuring Construction Primary Name CABLECOM LLC - MICHAEL FINCH Agent Name SUNSHINE CRABBS Title CONSTRUCTION SUPERVISOR Title PERMIT COORDINATOR Mobile 360-965-5085 Address 19910 NORTHCREEK PARKWAY NORTH, SUITE 100 Email MICHAEL.FINCH@CABLECOMLLC. NET City BOTHELL State WA Zip 98011 Secondary Name Phone 360-454-3163 Title Email SUNSHINE.CRABBS@CABLECOMLLC. NET Mobile City of Edmonds Business License No: N R - 021818 Email State License No: CABLEL*971 DP 56 Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 vttility Franchise Work (no associated development) Project Description Include an overall narrative description of the proposed work. Be specific and detailed: Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc. Include whether this is construction, maintenance, or repair. Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for underground utilities, etc.) MULTIPLE MAINTENANCE & SPLICE LOCATIONS AT THE FOLLOWING ADDRESSES: 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? 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 Route Overview Completed By: 0 �r �- W ,: ,. SE ` S Completion Date: 1/0/1900 Address: I 8230234TH ST SW, EDMONDS, WA98026 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: JB0000995029 Legend I / SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM"07 New Ped Pole r New Vault ❑� Lock Box Existing U/G Footage 150' v TRAFFIC CONTROL INSPECTION SHALL BE Existing Aerial Text Box Text' REQUIRED WHENEVER WORK ZONE IS SET UP C New U/G Callout Arrow "- New Aerial New Tap Interior Path F i�F Footage Break Phase Identifier ❑ — 11Eil Fiber Splice Point � PS Power Supply � _ _ . �. . - - �, � 232nd St SW! Storage Loop co Hard Surface Cut C f Riser ® Abandoned Cable Provide Clear Construction Details 2331d St SW — PI MULTIPLE MAINTENANCE & SPLICE LOCATIONS AT THE FOLLOWING ADDRESSES: Aerial 1 8230 234TH ST SW J f Aerial 2 8206 234TH ST SW Aerial 3 8123 236TH ST S?^J oti;- - iSw 234th Sr 5�•; Aerial 4 8028 234TH ST SW I I 3 �5 �J= Aerial 5 23416 HIGHWAY 99 Aerial 6 23400 HIGHWAY 99 `� �� s TCP PAGE 1 �I _ Aerial 7 23110 HIGHWAY 99 LOCATION a 99 : � „ th PI SW _ RECEIVED -NO LANE CLOSURES PERMITED ON HIGHWAY 99 DURING THE CITY OF EDMONDS CENTER MEDIAN PROJECT. Sep 02 2022 -2 LANES SHALL REMAIN OPEN ON HIGHWAY 99 AT ALL TIMES. Applicant shall repair/replace all ENGINEERING DIVISION CITY OF EDMONDS -COORDINATE HIGHWAY 99 LANE CLOSURES WITH CITY OF EDMONDS damage to utilities or frontage APPROVED AS NOTED DEVELOPMENTSERVICES DEPARTMENT ENGINEERING INSPECTOR. improvements in City right-of-way YV per city standards that is caused or JX �Q✓x 10/05/2022 occurs during the permitted project. �� VV / f ( Asbuilt Cover Completed By: 0 f-%r , W ,: ,. E ` S Completion Date: 1/0/1900 Address: I 8230 234TH ST SW, EDMONDS, WA 98026 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: JB0000995029 Legend 230th St SW j230th St SW New Ped ❑ Pole New Vault ❑V Lock Box Existing U/G Footage 150' i Existing Aerial Text Box Text ! `' New U/G ,� p Callout Arrow / ti New Aerial • New Tap Interior Path _ Footage Break Phase Identifier 0 , Fiber Splice Point Power Supply PS pp y - I' 1 __ 32nd St5W Storage Loop Hard Surface Cut � O I Riser R Abandoned Cable /1 r 3 I Provide Clear Construction Details 233rd St SW i — PI MULTIPLE MAINTENANCE & SPLICE LOCATIONS AT THE FOLLOWING ADDRESSES: Aerial Aerial 2 8230 234TH ST SW 8206 234TH ST SW I h N � I Aerial 3 8123 236TH ST SW +•—'�•1�.�_.._�.._ 234th —,�-•L of 1 - - St SW Aerial 4 8028 234TH ST SW I 234th St SW Aerial 5 23416 HIGHWAY 99 a� Aerial 6 23400 HIGHWAY 99 - Aerial 7 123110 HIGHWAY 99 a' RECEIVED th P 1 SW f I — 02 2022 ISep CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 236LI1 St SW � � IIIr I 1�W MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) r,l �ry� h (feet) 35 4 45 50 55 0 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 1 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 1 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. do 13S SI �INOZ Ni JOM b3n:l �18 -I -]VHS NOIlO�IdSNI 1( THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/15/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: 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 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' -NO LANE CLOSURES PERMITED ON HIGHWAY 99 DURING THE CITY OF EDMONDS CENTER MEDIAN PROJECT. -2 LANES SHALL REMAIN OPEN ON HIGHWAY 99 AT ALL TIMES. -COORDINATE HIGHWAY 99 LANE CLOSURES WITH CITY OF EDMONDS ENGINEERING INSPECTOR. w x y 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. RECEIVED J U L 19 2022 CITY OF EDMONDS ZZOZ/SO/O t DEVELOPMENT NOTES SERVICES DEPARTMENT 4310N SV (] /IAO idd`d 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. NOISIAIa 9N12i�1�11\1I01\1�] 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 SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS (WSDOT TC3) ' 20'(FT). 6. ALL SIGNS ARE BLACK ON ORANGE. 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 MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 23400 HIGHWAY 99 PROJ#: JB995029-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-6 SHEET: 6 OF 7 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) 1WLI (fee) 3 40 5 6 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 WIDTH (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 1 65 1 70 8' 40 40 60 90 120 130 150 160 1 170 1 190 10, 40 60 90 90 150 170 1 190 200 1 220 1 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. do 19S SI �INOZ Ni JOM 99 IIVHS NOIi0DdSNI 1NOO OI con — - THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/15/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55170 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 25130 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 DEVICE SPACING feet MPH TAPER TANGENT 50/70 40 80 35/45 1 30 1 60 25/30 1 20 1 40 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' -NO LANE CLOSURES PERMITED ON HIGHWAY 99 DURING THE CITY OF EDMONDS CENTER MEDIAN PROJECT. -2 LANES SHALL REMAIN OPEN ON HIGHWAY 99 AT ALL TIMES. -COORDINATE HIGHWAY 99 LANE CLOSURES WITH CITY OF EDMONDS ENGINEERING INSPECTOR. a a w ® ® ® ® ¢ WORK AREA L/3 L SEE NOTE 4 X _ _ L _ _ B PCMS 1 2 RIGHT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE 1 MILE IN 100' ? ADVANCE OF LANE CLOSURE SIGNING. RECEIVED J U L 19 2022 48" CITY OF EDMONDS W4-2(L) DEVELOPMENT ZZOZ/SO/Ol ES SERVICES DEPARTMENT 431ON SV a3AOb(Jd V SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. NOISIA10 01NIRJ33NIE)Nf IEXTEND 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 SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS (WSDOT TC3) 20'(FT). 6. ALL SIGNS ARE BLACK ON ORANGE. 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 MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 23110 HIGHWAY 99 PROJ#: JB995029-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC- / SHEET: 7 OF 7 do 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 X 48" ONE LANE ROAD AHEAD 48" 48" W20-4 48„ OAD BE ORK PREPARED HEAD TO STOP 48" 48" W20-7B W20-76 (OPTIONAL IF 40 MPH OR LESS) R W A LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION DS SI �INOZ )NOM �JE6�AaHAAdQ paAH A9 �WHS N011 %aQ�gN0pc?1:AJV2A1 THISISA COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL NS IS`01 P R C IP d DRAWN BY: DOM APPROVED: APPROVED: APPROVED: DATE 15/2022 W20-7A 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 IIJTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 6 DEVICE M� _ IN. _ � R B WORK k_'__� I AREA a 0 0 c� z U w co w z z 50' TO 100' 6 DEVICE MIN. x 48" x ///4 W20-7A W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 481, 48" 48" . W20-713 ONE LANE W20-1 ROAD AHEAD 48" 48" W20-7A W20-4 X _ I_ X _ _ X _ I_ X _ 224TH ST SW 110- 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 RECEIVED 48„ J U L 19 2022 ROAD WORK NOTES HEAD AA CITY OF EDMONDS Z 0/0 1 MMT17K jpftARE BLACK ON ORANGE. DEVELOPMENT SERVICES DEPARTMENT W20 1 GDiON S`d 43Ad ! (I DING THE CHANNELIZING DEVICE TAPER ACROSS NOISIAIG 0Mt1DDN%'V�DER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT *ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. WITH FLAGGERS 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. NOT TO SCALE *5. PROPOSED WORK IS ON NE CORNER OF MEADOWDALE BEACH RD AND 74TH PL W AND NOT ON THE SOUTH SIDE OF MEADOWDALE BEACH RD AS SHOWN. SAME TRAFFIC CONTROL PRINCIPLES APPLY. x 48" ONE LANE ROAD AHEAD x 48" W20-4 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" BE PREPARED W20-7B (OPTIONAL IF 40 MPH OR LESS) TO STOP 48" W20-7B MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 8230 234TH ST SW PROJ#: JB995029-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-1 SHEET: 1 OF 7 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 0C y r W20-1 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 INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" BE ROAD PREPARED WORK TO STOP HEAE 48" 48" 48" W20-7B ONE LANE W20-1 NELIZATION DEVICE PACING (FEET) TAPER TANGENT 10 TO 20 80 10 TO 20 60 10 TO 20 40 RECEIVED J U L 19 2022 NOTES CITY OF EDMONDS DEVELOPMENT ZZOZ/90/0 4 NS ARE BLACK ON ORANGE. SERVICES DEPARTMENT LEGEND do 13S SI �INOZ MOM 2E]ANIHM a3njinoaj 431ON SV a�1AO4dE ENDING THE CHANNELIZING DEVICE TAPER ACROSS �8 ]]VHS NOUOa IdSNI IMIiN00 01JzM i NOISIAIa ON12i�3NION�ULDER IS RECOMMENDED. FLAGGING STATION 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT b TEMPORARY SIGN LOCATION FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS n ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) FOR ADDITIONAL DETAILS. n JHl SN011 NiG�EE Es71f14DHJS WITH FLAGGERS 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. PROTECTIVE VEHICLE NOT TO SCALE 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 07/15/2022 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 MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 8206 234TH ST SW PROJ#: JB995029-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-2 SHEET: 2 OF 7 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 Q ONE LANE ROAD AHEAD 4 48"' W20-4 ROAD WORK AHEAD 48" W20-1 LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION n iDs SI ANOZ N-dOM,-dDA3N3HM apan03H AS T]VHS NOIl I'"I��1L�zl U'6I��FsBV2Ji ¢ PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL q �1J [� n REV DESCRIPTION U VIGfIe lO p g DRAWN BY: DOM APPROVED: APPROVED: APPROVED: X X - - X 11 48" • 48" 48" W20-7A BE PREPARED TO STOP 48" W20-7B W20-76 (OPTIONAL IF 40 MPH OR LESS) 0S 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' 50' TO 100' 6 DEVICE 6 DEVICE MIN.I I I B - MIN. _ WORK AREA i a 00 of X \ ONE LANE ROAD AHEAD X 4 W20-4 X 48" X� 48" 48" W20-7A BE PREPARED w20-713 (OPTIONAL IF 40 MPH OR LESS) TO STOP 48" W20-76 W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED WORK TO STOP HEAD 48" 48" 48 48„ W20-713 ONE LANE W20-1 ROAD AHEAD 48" 48" W20-7A W20-4 X I X 234TH ST SW X I X CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 RECEIVED J U L 19 2022 48„ ROAD WORK NOTES HEAD CITY OF EDMONDS 0z 7 1. f [IIGNS ARE BLACK ON ORANGE. DEVELOPMENT SERVICES DEPARTMENT W2Q] S`d 43noiJdd XTENDING THE CHANNELIZING DEVICE TAPER ACROSS OULDER IS RECOMMENDED. `J NOISIAIG N ]D3 INIJN3 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 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 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 8123 236TH ST SW PROJ#: JB995029-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-3 SHEET: 2 OF 7 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 �OADWAY CONDITIONS. 50' TO 100' 6 DEVICE MIN 1WORK AREA """",, ' X X X X I 50' TO 300' 48" 48" ONE LANE . ROAD AHEAD 48" 48" 48" W20-4 48" W20-7A ROAD BE WORK PREPARED HEAD TO STOP 48" 48" W20-1 W20-713 W20-713 (OPTIONAL IF 40 MPH OR LESS) do l�iS SI �INOZ MOM 2E]A� 3HM a�njinD32j LEGEND �18 7VHS NOUOO IdSNI IMJiNOO CIIBJV2J1 FLAGGING STATION b TEMPORARY SIGN LOCATION 2:]H1 SNOUCIE dSWTIVI c3 S 3HOS = PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/15/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" BE PREPARED C TO STOP 48" 48" 48" . • W20-713 ONE LANE ROAD AHEAD 48" 48" 50' TO 100' W20-7A 6 DEVICE B MIN. X X 234TH ST SW 11 � X X N 48" ROAD WORK AHEAD 48" W20-1 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 RECEIVED J U L 19 2022 NOTESAA CITY OF EDMONDS ZZOZ/SO/O ( DEVELOPMENT I� L S NS ARE BLACK ON ORANGE. SERVICES DEPARTMENT Q�IION SV GDA0ZdCkWENDING THE CHANNELIZING DEVICE TAPER ACROSS NOISIAIG `JNI2J33NIONgJLDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS 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 MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 8028 234TH ST SW PROJ#: JB995029-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-4 SHEET: 4 OF 7 NO BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED X X X X 48" 48" ONE LANE . ROAD AHEAD 48" 48" W20 4 / \48., W20-7A ROAD BE WORK PREPARED AHEAD TO STOP 48" 48" W20-1 W20-713 W20-713 (OPTIONAL IF 40 MPH OR LESS 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 �OADWAY CONDITIONS. 50' TO 100' 6 DEVICE MIN 1WORK AREA """",, ' W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" BE PREPARED C TO STOP 48" 48" 48" . • W20-713 ONE LANE ROAD AHEAD 48" 48" 50' TO 100' W20-7A 6 DEVICE B MIN. X X 234TH ST SW 11 � X X N 48" ROAD WORK AHEAD 48" W20-1 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 RECEIVED J U L 19 2022 NOTES CITY OF EDMONDS DEVELOPMENT do 13S SI �INOZ Ni AOM 2E]ANIHM a�njinoaj ZZOZ/SO/01 7V0n'1,7/XjLff1fPSAREBLACKONORANGE. SERVICES DEPARTMENT ZI8 -1-1b'HS Kir'll dSNI -IO2i1N0f-I '-)I-I -I M I DING THE CHANNELIZINGDEVICETAPERACROSS LE END 4310N OW 43AC G FLAGGING STATION b TEMPORARY SIGN LOCATION 1 SN0Il03dSNI CNAL)t,L IMGDLQeJHOS I= PROTECTIVE VEHICLE THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 07/15/2022 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: NOISIAIG `JNRJ33NfJffi�-DER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT ONE -LANE, TWO-WAY TRAFFIC CONTROL (WSDOT TC1) FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS 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 MULTIPLE ADDRESSES, EDMONDS, WA TRAFFIC CONTROL - 23416 HIGHWAY 99 PROJ#: JB995029-HOUSING SWAP CONSTRUCTION TYPE: MAINTENANCE SYSTEM: EDMONDS NODE: TC-5 SHEET: 5 OF 7 RECEIVED J U L 19 2022 CITY OF EDMONDS M BuildingPermit.com CITY OF EDMONDS Right -of -Way Application #1174634 - COMCAST - JB0000995029 SERVICESLOPMENT DEPARTMENT 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. 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 STE 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 8230 234TH ST SW City Zip Code County Parcel Number EDMONDS 98026 00576700002510 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 Roger G & Rozella J Kleven Number Street Apartment or Suite Number 8230 234TH S W City State Zip EDMONDS WA 98026 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: 7/18/2022 Submitted By: CODY SHACKETT Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1174634 - COMCAST - JB0000995029 Project Contact Company CABLECOM Name: Name: SUNSHINE CRABBS Email: SUNSHINE.CRABBS@CABLECOMLLC.NET 19910 NORTHCREEK phone Address: PARKWAY NORTH STE #: (360) 454-3163 100 BOTHELL WA 98011 Project Type Activity Type Scope of Work Utility Purveyor Utility Work No Disturbance of Surface Project Name: COMCAST - JB0000995029 Description of MULTIPLE MAINTENANCE & SPLICE LOCATIONS AT THE FOLLOWING ADDRESSES: Work: 8230 234TH ST SW, 8206 234TH ST SW, 8123 236TH ST SW, 8028 234TH ST SW, 23416 HIGHWAY 99, 23400 HIGHWAY 99 & 23110 HIGHWAY 99. Project Details Project Information Job Number JB0000995029 Page 2 of 2