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ENG2022-0228 ROW PERMITOF EI�� ~ � O RIGHT OFPERMIT City of Edmonds PERMIT NUMBE • Edmonds ' ':1 1 ' • �1 i gad • - • • • • • 425.771.0220 Description: COMCAST - SPLICE AT MULTIPLE LOCATIONS ISSUED: 07/05/2022 Address: 114 2ND AVE S EDMONDS WA 98020-8443 EXPIRES: 01/05/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00454800200901 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 HASSHB LLC 3727 S 194TH ST, SEATAC WA 98188 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 07/05/2022 RELEASED BY DATE Printed: Tuesday, July 05, 2022 3:00:06 PM 1 of 2 of Er�,y RIGHT OF WAY EUC PERMIT o PERMIT NUMBER, City of Edmonds ENG2022-0228 www.cityofedmonds.gov / 425i 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, July 05, 2022 3:00:06 PM 2 of 2 RECEIVED Lti�y of ED%�O� ANC. 1 g90 SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E63. MAY 24 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 - JB0000857646 Site Address or if no site address use Property Address at NW corner of project area: 102 MAIN ST, 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 LOCATIONS ON THE FOLLOWING ROADS: EDMONDS ST, MAIN ST, SUNSET AVE, 2ND AVE N, 2ND AVE S & 3RD AVE N. Ped 1 354SUNSET AVE Aerial 2 417 2ND AVE N Aerial 3 315 3RD AVE N Aerial 4 115 EDMONDS ST Aerial 5 2013RDAVE N Aerial 1 6 1137 SUNSET AVE Aerial 7 135 2ND AVE N Aerial 8 130 2ND AVE N Aerial 9 102 MAIN ST Aerial 10 100 2ND AVE S RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF Alley 72 hours + LF JxJ F SF Parking 72 hours + LF JxJ LF SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. The work in the right of way is on or for the following type of facilities: ❑ telecommunications 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? 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? 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 11 Yes®i 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: 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 �r 'J ` s Completion Date: 1/0/1900 Address: I 102 MAIN ST, 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: JB0000857646 Legend New Ped ❑ Pole New Vault ❑� Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial New Tap 0 Interior Path Phase Identifier ❑i Footage Break Fiber Splice Point 11111KO Power Supply Ps Storage Loop co Hard Surface Cut O Riser ® Abandoned Cable Provide Clear Construction Details MULTIPLE MAINTENANCE LOCATIONS ON THE FOLLOWING ROADS: EDMONDS ST, MAIN ST, SUNSET AVE, 2ND AVE N, 2ND AVE S & 3RD AVE N. Ped 1 354 SUNSET AVE Aerial 2 417 2ND AVE N Aerial 3 315 3RD AVE N Aerial 4 115 EDMONDS ST Aerial 5 201 3RD AVE N Aerial 6 137 SUNSET AVE Aerial 7 135 2ND AVE N Aerial 3 130 2ND AVE N Aerial 9 102 MAIN ST Aerial 1 10 1100 2ND AVE S RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Pu SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM f" r TRAFFIC CONTROL INSPECTION SHALL BE f REQUIRED ON MAIN ST AND SUNSET AVE. t Jd PJ r' J10M- '2 P mac' 10'200ft � r i i Yf �a� o110, s st Q- r ; 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 Sr Daley r Jel P a1 ENGINEERING DIVISION APPROVED AS NOTED JX WQ✓.,7,u.,,,42 06/23/2022 VV Route Overview Completed By: 0 , W ,: ,. E ` S Completion Date: 1/0/1900 Address: I 102 MAIN ST, 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: JB0000857646 Legend RECEIVED New Ped ❑ Pole ® MAY 24 2022 New Vault �V Lock Box Existing U/G Footage 150' r CITY OF EDMONDS Existing Aerial DEVELOPMENT Text Box Text `SERVICES DEPARTMENT New U/G Callout Arrow New Aerial New Tap A Interior Path Footage Break Phase Identifier ❑1 Fiber Splice Point Power Supply Puget Sound Storage Loop Hard Surface Cut • Riser R Abandoned Cable Provide Clear Construction Details MULTIPLE MAINTENANCE LOCATIONS ON THE FOLLOWING ROADS: EDMONDS ST, MAIN ST, SUNSET AVE, 2ND AVE N, 2ND AVE S & 3RD AVE N. Ped 1 354 SUNSET iV," Aerial 2 417 2ND AVE N Aerial 3 315 3RD AVE N Aerial 4 115 EDMONDS ST Aerial 5 201 3RD AVE N Aerial 6 137 SUNSET AVE Aerial 7 135 2ND AVE N Aerial 8 130 2ND AVE N Aerial 9 102 MAIN ST Aerial 10 100 2ND AVE S At r' 6 •� .�♦ �A.000, I 4e 1. .0" f 1 I' 1 i I 1� r� i a0 bV �• 1 'Oro Hai,, Q- 7 1 10 ❑5 H .moo oa � Q-' ��IQ o tea•., 9p h a as St HIV Dayton St a a Dayton S t c cr Figure 6H-6. Shoulder Work with Minor Encroachment (TA-6) Table 6H-2. Meaning of Symbols on Typical Application Diagrams y►1 -1 V PA63Q2S aV3HV NNOM T avow 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. MOM ad08 aN3 '* THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: 2ND AVE N UWJ i SUNSET AVE N Typical Application 6 i��'i END ROAD WORK TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED ON MAIN ST AND SUNSETAVE. 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) t Buffer space (optional) 1/3 L A ROAD\ y _ WORK AHEAD ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) IN Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic ® Truck -mounted attenuator IIIII—� Flagger 0 Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space 40m-----9 Luminaire Pavement markings that should be removed for a long-term project o Work vehicle LAWA1 1.) A/9%%A-EV Section # 4216/42NOI�tt}tJpy1}�reygyis a Dig Alert Identification Numbe ��77�� , A11 g�� t{4�4`�g xcavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 Table 6H-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 �Jjral 500 feet 500 feet 500 feet cpressway / 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 I 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 61-11-4. 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 MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-100 2ND AVE S PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-10 SHEET: 10 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 48" ONE LANE ROAD AHEAD 48" W20-4 ROAD WORK AHEAD 48" W20-1 LEGEND FLAGGING STATION a TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE x x 048 48"W20-7A BE PREPARED \TO STOP W20-7B W20-76 (OPTIONAL IF 40 MPH OR LESS) RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE I TERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 50' TO 100' 6 DEVICE MIN WORK j AREA SUNSET AVE 20 MPH 50' TO 300' 50' TO 100' 6 DEVICE B _ _ MIN. _ W20-76 (OPTIONAL IF 40 MPH OR LESS) 48" BE PREPARED TO STOP / 48„ W20-7B 48" W20-7A X - I - X 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 ONE LANE ROAD AHEAD 48" W20-4 X - I - X 48" ROAD WORK AHEAD 48" W20-1 y 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. MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-354 SUNSET AVE N PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: TC-1 SHEET: 1 OF 10 SCALE: N.T.S. Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) Ob'3H`d �aOM T adoa 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. mom avow aN3 T THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: EDMONDS ST l t t CASPERS ST 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) Buffer space (optional) 1/3 L 1 A ROAD i _ WORK i AHEAD >) IMPORTANT NOTICE Table 6H-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) IN Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device 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 High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space 41111110--9 Luminaire Pavement markings that should be removed for a long-term project o Work vehicle Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 Table 6H-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 RECEIVED MAY 24 2022 Where: L = taper length in feet W = width of offset in feet CITY OF EDMONDS S = posted speed limit, or off-peak 85th-percentile speed prior to work starting, or the anticipated DEVELOPMENT operating speed in mph SERVICES DEPARTMENT MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-417 2ND AVE N PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP T!' —G SYSTEM: EDMONDS l NODE: SHEET: 2 OF 10 Figure 61-1-18. Lane Closure on a Minor Street (TA-18) SCALE: N.T.S. 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. EDMONDS ST Typical Application 18 THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle (optional) Truck -mounted attenuator (optional) Buffer space (optional) 50 to 100 ft ,! 0 IMPORTANT NOTICE 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) I� Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device 0 Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic Truck -mounted attenuator Illr♦ Flagger C Type 3 barricade High-level warning device (Flag tree) rl� Warning light 0 Longitudinal channelizing device Work space ------0 Luminaire Pavement markings that should be removed for a long-term project o Work vehicle 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.) MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-315 3RD AVE N (ALLEY) PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-3 SHEET: 3 OF 10 Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) Table 61-1-2. Meaning of Symbols on Typical Application Diagrams SCALE: N.T.S. t]V3HV ( 1i80M T ad0a 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. maom avow aN3 T THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: SUNSET AVE N l l 2ND A Typical App IMPORTANT NOTICE ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) IN Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic ® Truck -mounted attenuator IIIII—� 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 a long-term project o Work vehicle 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 ral 500 feet 500 feet 500 feet E;1(pressway/ 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 I 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 MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-115 EDMONDS ST PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-4 SHEET: 4 OF 10 Figure 6H-18. Lane Closure on a Minor Street (TA-18) BELL ST SCALE: N.T.S. 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. > T EDMONDS ST Typical Application 18 THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. le (optional) ited attenuator (optional) ce ) M O IMPORTANT NOTICE 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) I� Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device 0 Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic Truck -mounted attenuator Illlr♦ Flagger C Type 3 barricade High-level warning device (Flag tree) rl� Warning light 0 Longitudinal channelizing device Work space ------0 Luminaire Pavement markings that should be removed for a long-term project o Work vehicle 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.) MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-201 3RD AVE N (ALLEY) PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-5 SHEET: 5 OF 10 Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) Table 6H-2. Meaning of Symbols on Typical Application Diagrams SCALE: N.T.S. 0V3H`d HaOM T Od08 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. A MOM 0V0a 0N3 T THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: MAIN ST l t a N W W Cn 10 ft Z MIN. I l i I BELL ST Typical Application 6 ROAD WORK Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle Truck -mounted attenuator (optional) Buffer space (optional) 1/3 L A ROAD i WORK AHEAD ® Arrow board Shadow vehicle O O O Arrow board support or trailer (shown facing down) IN Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic ® Truck -mounted attenuator IIIII—� Flagger 0 Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space 40m-----9 Luminaire Pavement markings that should be removed for a long-term project o Work vehicle IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 Table 6H-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 ral 500 feet 500 feet 500 feet E;1(pressway/ 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 I 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 MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-137 SUNSET AVE N PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-6 SHEET: 6 OF 10 1* SCALE: N.T.S. Figure 61-1-18. Lane Closure on a Minor Street (TA-18) o-�r Table 6E-1. Stopping Sight Distance as a Function of Speed Speed* Distance 20 mph 115 feet 25 mph 155 feet 30 mph 200 feet 35 mph 250 feet 40 mph 305 feet 45 mph 360 feet 50 mph 425 feet 55 mph 495 feet 60 mph 570 feet 65 mph 645 feet 70 mph 730 feet 75 mph 820 feet Posted speed, off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed NOTE: INSTALL TEMPORARY NO PARKING SIGNS 48 HOURS PRIOR TO START OF WORK. ACCESS TO DRIVEWAYS WILL BE GIVEN AT ALL TIME DURING CONSTRUCTION ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CHANNELIZING DEVICES. THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: BELL ST l u MAIN ST Typical Application 18 See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. le (optional) ited attenuator (optional) ce ) Irl IMPORTANT NOTICE 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 Illr♦ Flagger 0 Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space ------0 Luminaire Pavement markings that should be removed for a long-term project o Work vehicle 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.) MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-135 2ND AVE N (ALLEY) PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC- / SHEET: 7 OF 10 Figure 61-1-18. Lane Closure on a Minor Street (TA-18) Table 61-1-2. Meaning of Symbols on Typical Application Diagrams U SCALE: N.T.S. A 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. MAIN ST 1 Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Work vehicle (optional) Truck -mounted attenuator (optional) Buffer space (optional) 50 to 100 ft 1 • i N\ X/ BELL ST Typical Application 18 THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: IMPORTANT NOTICE ® 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 Illr♦ 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 a long-term project o Work vehicle 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.) MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-130 2ND AVE N (ALLEY) PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-Q SHEET: 8 OF 10 Figure 61-1-6. Shoulder Work with Minor Encroachment (TA-6) MAIN ST SCALE: N.T.S. �(IV3Hd >RJ OM GV0a 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. Typical Application 6 THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 04/19/2022 DRAWN BY: DOM 1 CITY REVISIONS 05/16/2022 APPROVED: APPROVED: APPROVED: Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. IMPORTANT NOTICE 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) IN Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal Direction of traffic ® Truck -mounted attenuator IIIII—� Flagger 0 Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space 40m-----9 Luminaire Pavement markings that should be removed for a long-term project o Work vehicle 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 MAIN ST/WA-524, EDMONDS, WA TRAFFIC CONTROL-102 MAIN ST PROJ#: JB857646-XNET CONSTRUCTION TYPE: EQUIPMENT SWAP SYSTEM: EDMONDS NODE: RECEIVED MAY 24 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TC-9 SHEET: 9 OF 10 RECEIVED MAY 24 2022 CITY OF EDMONDS M BuildingPermit.com CITY OF EDMONDS Right -of -Way Application #1141241 - COMCAST - JB0000857646 DEVELOPMENT SERVICESDEPARTMENT 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) 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 114 2ND AVE S City Zip Code County Parcel Number EDMONDS 98020 00454800200901 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 * HASSHB LLC Number Street Apartment or Suite Number 3727 S 194TH ST City State Zip S EATAC WA 98188 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: 5/16/2022 Submitted By: CODY SHACKETT Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1141241 - COMCAST - JB0000857646 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 - JB0000857646 Description of Work: MULTIPLE MAINTENANCE LOCATIONS ON THE FOLLOWING ROADS: EDMONDS ST, MAIN ST, SUNSET AVE, 2ND AVE N, 2ND AVE S & 3RD AVE N. Project Details Project Information Job Number JB0000857646 Page 2 of 2