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ENG2023-0124 ROW PERMIT�~ o� RIGHT OF WAY EUC PERMIT o f EdmondsCity of Edmonds PERMIT NUM 98020 www.edmondswa.gov i Description: COMCAST - OVERLASH 996' THEN UG TO ANTHOLOGY ISSUED: 03/27/2023 Address: 21200 72ND AVE W EDMONDS WA 98026-7700 EXPIRES:09/27/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00580700000401 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT JESSAMIN SANTOS 410 VALLEY AVE NW, PUYALLUP WA 98371 (206)401-2188 CONTACT COMCAST 410 VALLEY AVE NW, PUYALLUP WA 98371 (206)401-2188 CONTRACTOR CABLECOM LLC 1316 BONNEVILLE AVE, BLDG A, SNOHOMISH WA 98290 (360)668-1300 OWNER CA SENIOR EDMONDS WAS PO BOX 92129, SOUTH LAKE TX 76092 PROPERTY OWNER LLC FEE INFORMATIO DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $45.00 $45.00 ENG - INSPECTIONS $252.00 $252.00 RIGHT-OF-WAY PERMIT - STANDARD $378.00 $378.00 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 INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. RELEASED BY: MAJ DATE: 03/27/2023 Printed: Monday, March 27, 2023 9:33:23 AM 1 of 2 o� e pM RIGHT PERMIT PERMIT NUM City of Edmonds Edmonds WA 98020 www.edmondswa.gov / 425.1 1 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: Monday, March 27, 2023 9:33:23 AM 2 of 2 RECEIVED of EpM04O� SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right-of-Wgy permit Handout E6�. MAR 03 2023 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 JB-1108058 Site Address or if no site address use Property Address at NW corner of project area: 21200 72ND AVE W, EDMONDS ,WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holding Name of Company Comcast Cable Communications Management, LLC. Franchise Ordinance No: Point of Contact Jessamin Santos Title Permit Coordinator Address 410 Valley Ave NW City Puyallup State WA Zip 98371 Phone (2o6) 401-2188 Email jessamin_santos@cable.comcast.com Contractor and Authorized Agent of Owner Name of Company Cablecomm, LLC (see note below) Contractor Contacts During Construction Primary Name CHRIS ATKINSON Agent Name Leah Ihlenfeldt Title Construction Supervior Title Permit Coordinator Mobile 36o-926-3437 Address 1316 BONNEVILLE AVE ,BLDG A, Email CHRIS.ATKINSON@CABLECOMLLC.NET City Snohomish State wA Zip 98290 Secondary Name Phone (36o) 668-1300 Title Email leah.ihlenfeldt@cablecomllc.net Mobile City of Edmonds Business License No: NR-o21818 Email State License No: CABLE-971DP ® Contractor verifies it is currently bonded ® Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o. o2o 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 welt ❑ Traffic Control Only (no associated development) X Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 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.) Comcast JB 11o8ori8 The proposed work in the ROW is to overlash 996' of 96ct fiber to existing Comcast strand along 212th St SW; proof existing Comcast riser and buried conduit loo' to pedestal at address 21200 72ND AVE W. Replace pedestal in landscape with 17" x 3o" vault in landscape behind sidewalk. *vault specs included in Sites Plan._ RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF x LF SF NA Alley 72 hours + LF x LF SF NA Parking 72 hours + LF x LF SF NA 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 X cable (fiber) ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details of Work to be Completed 1. Does the utility owner have existing overhead infrastructure in the area of work? Yes X No 2. Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)? X If yes, describe: replace existing pedestal with 17"x3o" vault in landscape 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 stem? X 5. Does the work involve proposed additions to an aboveground utility stem? If es: X Are the additions for the purpose of serving new commercial development? X Are the additions for the purpose of serving a single-family residential subdivision? X Details of Work to be Completed Yes No 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? If yes, answer the following questions related to project area, i.e. the actual area in which the X project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? 1 1-2 1How many are to be added? 1 City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: X How many poles are existing in the project area? 8 What is the height of the existing Poles? 35-50 How many poles are to be removed? o Are additional poles to be laced? no How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: X How many? I I 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 responsibleforall permit fees. APPLICANT SIGNATURE: Je SaW(n , Saht0S APPLICANT PRINTED NAME: Jessamin Santos APPLICANT TITLE: Permit Coordinator NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 3/3/2023 City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM Right of Way Completed By: Nathan Lindae-Fregoso Address: 21200 72ND AVE W EDMONDS WA98026 Completion Date: 10/10/2022 Right of Way Footages: ���� COMICAST Job Type: Metro E Retail New Aerial Coax: Overlash Coax: New UG Fiber: New Aerial Fiber: Overlash Fiber: Existing UG Fiber: Empty Conduit Only: New UG Coax: Existing UG Coax: Are Additional Pages Needed: No Job Subtype: Fiber Survey Scope: Post -Sale Project Manager: r— P2 ID: JB0001108058 EXISTING Ped New Vault Existing U/G Existing Aerial New U/G New Aerial Interior Path Footage Break Legend ❑ Pole Lock Box Footage Text Box CaIlout Arrow New Tap Phase Identifier ■ 150' Text 0 TIE IN AT SP.WALY.0859. 1l` —~ " t ` Fiber Splice Point Power Supply Ps orb Storage Loop co Hard Surface Cut O Riser ® Abandoned Cable Provide Clear Construction Details 1. TIE IN AT SP.WALY.0859. 2. BEGIN FIBER OVERLASH DOWN 8 POLES 7 SPANS 996'. 3. PROOF AND PULL THROUGH EXISITNG 2" CONDUIT 100'. 4. UPGRADE A EXISTING PED TO 17"X30" VAULT IN LANDSCAPE. 5. PROOF a. wail, AND PULL THROUGH CUSTOMER PLACED 4" CONDUIT 200' TO DEMARC. 6. PLACE PROPER FIBER EQUIPMENT. IL _ RECEIVED MAR 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. M FYTCTTN(.' 7" RTCFR AN 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. UPGRADE EXISTING PED ' TO VAULT I ENGINEERING DIVISION APPROVED AS NOTED J ll W_zj,,�,44p 03/23/2023 Private Exterior Completed By: Nathan Lindae-Fregoso Address: 21200 72ND AVE W EDMONDS WA 98026 Completion Date: 10/10/2022 Private Exterior Footages: COMICAST Job Type: Metro E Retail New Aerial Coax: Overlash Coax: New UG Fiber: New Aerial Fiber: Overlash Fiber: Existing UG Fiber: Empty Conduit Only: New UG Coax: Existing UG Coax: Are Additional Pages Needed: No Job Subtype: Fiber Survey Scope: Post -Sale Project Manager: P2 ID: JB0001108058 Legend TIE IN AT SP.WALY.0859. EXISTING Ped ❑ Pole New Vault v Lock Box T -- Existing U/G Footage Existing Aerial Text Box Text New U/G Callout Arrow New Aerial ____ New Tap Interior Path _ _ _ Phase Identifier Di Footage Break P S Fiber Splice Point H ower upp y Storage Loop CD Hard Surface Cut I Riser (D Abandoned Cable Provide Clear Construction Details EL 1. TIE IN AT SP.WALY.0859. 2. BEGIN FIBER OVERLASH DOWN 8 POLES 7 SPANS 996'. 3. PROOF AND PULL THROUGH EXISITNG 2" CONDUIT 100'. 4. UPGRADE EXISTING PED TO 17"X30" VAULT IN LANDSCAPE. 5. PROOF AND PULL THROUGH CUSTOMER PLACED 4" CONDUIT 200' ' TO DEMARC. 6. PLACE PROPER FIBER EQUIPMENT. 1.- 996' RECEIVED MAR 03 2023 - CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Private Exterior Completed By: Nathan Lindae-Fregoso Address, 21200 72ND AVE W EDMONDS WA 98026 Completion Date: 10/10/2022 Private Exterior Footages: COMICAST Job Type: Metro E Retail New Aerial Coax: Overlash Coax: New UG Fiber: New Aerial Fiber: Overlash Fiber: Existing UG Fiber: Empty Conduit Only: New UG Coax: Existing UG Coax: Are Additional Pages Needed: No Job Subtype: Fiber Survey Scope: Post -Sale Project Manager: P2 ID: JB0001108058 Legend EXISTING Ped ❑ Pole New Vault ❑V Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G CaIlout Arrow New Aerial New Tap Interior Path Footage Break Phase Identifier 0 Fiber Splice Point Power Supply PS Storage Loop Hard Surface Cut 0 Riser O Abandoned Cable Provide Clear Construction Details 1. TIE IN AT SP.WALY.0859. 2. BEGIN FIBER OVERLASH DOWN 8 POLES 7 SPANS 996'. 3. PROOF AND PULL THROUGH EXISITNG 2" CONDUIT 100'. 4. UPGRADE EXISTING PED TO 17"X30" VAULT IN LANDSCAPE. 5. PROOF AND PULL THROUGH CUSTOMER PLACED 4" CONDUIT 200' TO DEMARC. 6. PLACE PROPER FIBER EQUIPMENT. RECEIVED MAR 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UPGRADE EXISTING PED TO VAULT '!~ x, « dW Y x , d' � .yv 3 95, RECEIVED Grade Level Box BULK Q 24"/608 mm depth 1� 18"/457 mm depth TM Now with Covers W, MAR 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FEATURES Upgradeable Lightweight/Strong (TIER 22) Patented Anti -Slip Technology Anti -Seize Bolt Technology Industry Leader in Anti -Trip Hazard Prevention Superior Fatigue Resistance (ESTY Vertical and Horizontal Rib Design • Embedded Vertical Racking Reduced Installation Cost Highest Load Rating to Weight Ratio in the Industry TESTING CRITERIA Covers meet or exceed: EST" 3 Million Cycles Telecordia GR-902-CORE Western Underground Committee Guide 3.6 ANSI/SCTE 77 2013-TIER 22 EN124 Class B125 Bodies meet or exceed: Telecordia GR-902-CORE Western Underground Committee Guide 3.6 ANSI/SCTE 772013-TIER 22 EN 124 Class B125/C250 ASTM-457 AASHTO M-306 (H-20/25) AS3996-Class B/C PRODUCT SUMMARY With over 90 years experience in global infrastructure, Channell has developed the most advanced pit and chamber technology in the world! Channell's BULK and SHIELD patented designs with the complement of SUPER BULK for roadway applications offer global users, consumer, and craft installers safety benefits never before contemplated, but critical when considering new global health and safety standards. BULK's lightweight design increases installation efficiencies while improving overall body weight carrying load capacities versus concrete, polymer concrete, and many other body materials. Reduction of BULK's body weight protects the safety of installers while shortening installation times. Additionally, with BULK bodies, cutting ducts in the field produces no harmful dust contaminants which could lead to installer respiratory issues. All SHIELD covers meet or exceed 33,750 pound -force or 150 kilonewtons in strength. They never break and offer a lid weight reduction over concrete and polymer concrete of 50%, and over 70% when compared to cast iron. SHIELD's lighter weight design cover reduces craft inj*uries while improving health and safety specifications. (OSP) Consumers also benefit from SHIELD's patented anti -slip design and anti -trip features. SHIELD'S cover tread design raises global industry standards by offering 20% greater slip resistance when compared to concrete, polymer concrete, steel or cast iron covers. SHIELD meets and exceeds Australia AS4586 skid specification, the highest global standard in the world! Overall, BULK's strength in combination with Channell's SHIELD covers offers a universal solution to meet and exceed every company's needs. Safety always comes first, and that's why BULK and SHIELD are tested to the highest standards available in the global market and Channell is proud to have pioneered Endurance Stress Testing (EST") which analyzes cover fatigue in the field. ESTTI provides essential data on the life expectancy of a SHIELD lid in the field and confirms its potential life expectancy. Product design, product innovation, safety attributes, and new manufacturing technology is why global customers are specifying Channell's BULK and SHIELD products for their new OSP infrastructure requirements. RECEIVED MAR 03 2023 CITY EMONDS DEVELOPMENT SERVICES DEPARTMENT STANDARD FEATURES Anti -Slip Tread Design Anti -Trip Cover Recessed Lifting Pin Non -Seizing Bolt System Flush Mounted Sidewall Racks with Cover Allows Field Replacement Increase Usable Space Mounting Studs OPTIONAL FEATURES L-Bolt Security System (SHIELD Cover Shown) Design and specifications may vary. Logo Puck (Custom Options Available) Winterized Cable Drop Slide Marker Locator Device Swing -Arm with Butterfly Cable Hook Step Bracket Mounting Plate Bracket with Wedge THE NEW SOLUTION Split and Pedestal Mount Available 3 covers Composite Ring Optional RECEIVED MAR 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT lbody SPECIFICATION Pedestrian/Licht Duty ANSI/SCTE 77 TIER 15 ANSI/SCTE 77TIER 22 AASHTO M-306-10 H 20 AASHTO M-306-10 H 25 ASTM-457 Pedestrian/Light Duty EN 124 Class B125 EN 125 Class C125 s4, PROOF LOAD 3,000 Ibf (13.5 kN) 22,500 Ibf (100 kN) 33,750 Ibf (150 kN) 40,000 Ibf (178 kN) 50,000 Ibf (222.4 kN) 46,000 IV (205 kN) 2,250 Ibf (10 kN) 28,100 IV (125 kN) 56,200 Ibf (250 kN) HDPE Plastic Cover Light Duty 3,000 Ibf (13.5 kN) Composite Cover 33,750 Ibf (150 kN) r -W Ductile Iron Cover with Steel Ring 56,200 Ibf (250 kN) BULK Vault Body 60,000 Ibf (267 kN) PRO' It-TS BULK BULK Pedestrian/Light Duty 3,370 Ibf (15 kN) `. Q AS3996-Class B 18,000 Ibf (80 kN) �� AS3996-Class C 33,750 Ibf (150 kN) C� Q BODY DESIGN Ribbed sidewall design secures body into backfill soil and eliminates sidewall deflection. Straight wall design improves lid load strength. Flush mounted racks enhance sidewall and vertical strength of pit while increasing usable space. H DPE bodies provide easy field alteration while eliminating water absorption and material degradation while maintaining structural integrity, and eliminating toxic fiberglass dust. RECEIVED MAR 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BULK O3 Series TECHNICAL SPECIFICATIONS SHIELD T SHIELD , BULK MADE IN USA CHANNELL UNITED STATES CANADA EUROPE, MIDDLE EAST, AFRICA AUSTRALIA,ASIA, PACIFIC RIM 800.423.1863 905.565.1700 44.1322.312590 61.2.8884.4111 www.channell.com SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 2 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 TMA ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. c 45 MPH 1 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 1 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/60 40 80 35145 30 60 25130 20 40 MINIMUM TAPER LENGTH = L (feet) Lane Width (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 64 6600 660 720 - - Spotter to assist pedestrians through work zone R4-7B KEEP 24" x 30" BM RIGHT 30' MIN. 00' MAX. SIGN SPACING = X (FEET) ( 1 ) RURAL HIGHWAYS 60165 MPH 8001± 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) ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. n (7 r (1) All spacing may be adjusted to accommodate interchange ramps, at -grade intersections, and driveways. CD (2) This spacing may be reduced in urban areas to fit roadway (n conditions. B , L/2 i X I X ROAD WORK o a a 212TH ST SW ° 0 0 WORK AREA J 1 PT71 ° o ° °o -H o �-0 o 02 71 0 12 12° - - o-0 o- �j II p 0 0 Z 2ft min. recommended 0 0° a ® o M- - - - - - - --°oi�00000000000000000000 - - - - - - - a a � X X L/2 L/2 DEVICE SPACING 1/2 DISTANCE FOR ROAD WORK W20-1 / \ LEGEND LANE CLOSED AHEAD IN SIGN LOCATION ® SIGN LOCATION - S MOUNTING W20-51- HEIGHT-RECOMMENDED M M M CHANNELIZING DEVICES IM PROTECTIVE VEHICLE REQUIRED OPPOSING TRAFFIC DEVICES NOTES 1. For long term projects, conflicting pavement markings no longer applicable must be removed or obliterated as soon as practicable. Temporary markings shall be used as necessary and signs shall be post mounted. 2. For speed limits of 30 mph or less, use sign W1-3 in lieu of sign W1-4. 3. Extend device taper across shoulder if applicable. 4. Protective vehicle with TMA required for roadways 45 mph or higher. For roads 40 mph or less - shall be a work vehicle placed strategically to shield work area. TYPICAL LANE SHIFT WITH TWO WAY LEFT TURN LANE TCP 22 TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP Ef 19 C� O P. r CD C= r v CD RECER MAR 03 .1 CITY OF EDMOINDS DEVELOPME T SERVICES DEPARITMENT N a rt O a z ENGINEERING DIVISION APPROVED AS NOTED o H 1bu "I,u.oa 03/23/2023 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM ZONE C E CHAPTER 1. .1oHEaD WORK O E CONDITION ON (SE 9 0) w A - ALLOWED - CONSIDER USING A SPOTTER. XEpD Q BE B - ALLOWED - SPOTTER RECOMMENDED Oro smr CONSIDER ADDITIONAL WARNING SIGNS. C - NOT ALLOWED - SEE TCP 14 & 15 FOR O ADDITIONAL WORK ZONE REQUIREMENTS. FLAGGERS TO HOLD TRAFFIC FOR OVERLASH CROSSING Approximate hold time of 5 min per crossing attempt. r ��Ir�■91NAA WORK PREPMEO AHEAD _sL m 8MP KEEP R� NOTES: 1. Work vehicle w/beacon located in same quadrant as work location. 2. Repeated access to work lane not allowed. see tcp LEGEND 14 & 15 for work zone requirements - condition "C". WORK VEHICLE W/ WARNING BEACON 3. Restricted sight distance requires additional advance (LOCATE TO SHIELD WORK VEHICLE) warning devices or signs, see sight distance data chart. 05 SPOTTER 4. Recommend working during red phase if signalized. 5. See chapter 1.9.10 - 1.9.11 for additional direction . "ROAD WORK AHEAD" signs to be TYPICAL VERY SHORT DURATION WORK OPERATION (INTERSECTION APPLICATION) placed On all public road approaches to TCP 29 work area or advance sign area. TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP SIGHT DISTANCE DATA MINIMUM STOPPING SIGHT DISTANCE = S SPEED LIMIT 25 30 35 40 45 50 55 60 65 70 MPH DISTANCE FEET 155 200 250 305 360 425 495 570 645 730 DISTANCES SHOWN ARE MINIMUMS, USE ADDITIONAL DISTANCE WHEN POSSIBLE. GENERAL LIMITS OF CHANNELIZED INTERSECTION KEEP RIGHT n to 0 CD �G in 0 ro s AHEAD o O 0 � O 0 - - O (D sv 0 Spotter to assist pedestrians through work zone m REC61% MAR CITY OF R)MC DEVELOME SERVICES D:ffPAF ENGINEERING DIVISION APPROVED AS NOTED 7 IDS ,1p// 03/23/2023 2 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 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 TMA ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. c 45 MPH 1 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 1 123' 172' 74' 100, 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/60 40 80 35145 30 60 25130 20 40 MINIMUM TAPER LENGTH = L (feet) Lane Width (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 64 6600 660 720 - - Spotter to assist pedestrians through work zone R4-7B KEEP 24" x 30" BM RIGHT 30' MIN. 00' MAX. SIGN SPACING = X (FEET) ( 1 ) RURAL HIGHWAYS 60165 MPH 8001± 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) ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. n (7 r (1) All spacing may be adjusted to accommodate interchange ramps, at -grade intersections, and driveways. CD (2) This spacing may be reduced in urban areas to fit roadway (n conditions. B , L/2 i X I X ROAD WORK o a a 212th St SW ° o 0 WORK AREA J 1PT71 ° o 0 °o -H o �-0 o 02 0 0 12 12° - - o-0 o- �j II p 0 0 Z 2ft min. recommended 0 0° a ® o M- - - - - - - --°oi�00000000000000000000 - - - - - - - a a � X X L/2 L/2 DEVICE SPACING 1/2 DISTANCE FOR ROAD WORK W20-1 / \ LEGEND LANE CLOSED AHEAD IN SIGN LOCATION ® SIGN LOCATION - S MOUNTING W20-51- HEIGHT-RECOMMENDED M M M CHANNELIZING DEVICES IM PROTECTIVE VEHICLE REQUIRED OPPOSING TRAFFIC DEVICES NOTES 1. For long term projects, conflicting pavement markings no longer applicable must be removed or obliterated as soon as practicable. Temporary markings shall be used as necessary and signs shall be post mounted. 2. For speed limits of 30 mph or less, use sign W1-3 in lieu of sign W1-4. 3. Extend device taper across shoulder if applicable. 4. Protective vehicle with TMA required for roadways 45 mph or higher. For roads 40 mph or less - shall be a work vehicle placed strategically to shield work area. TYPICAL LANE SHIFT WITH TWO WAY LEFT TURN LANE TCP 22 TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP Ef 19 C� O P. r CD C= r v CD RECER MAR 03 .1 CITY OF EDMOINDS DEVELOPME T SERVICES DEPARITMENT N a rt O a z ENGINEERING DIVISION o APPROVED AS NOTED 0 �Q������p 03/23/2023 RECEIVED MAR 03 2023 CITY OF EDMONDS M BuildingPermit.corn CITY OF EDMONDS DEVELOPMENT Right -of -Way Application #1277339 - 1108058 - Anthology of Edml)AIftICES DEPARTMENT Applicant First Name Last Name Company Name Jessamin Santos COMCAST Number Street Apartment or Suite Number E-mail Address 410 Valley Ave NW jessamin_santos@cable.comcast.com City State Zip Phone Number Extension Puyallup WA 98371 (206) 401-2188 Contractor Company Name Cablecom LLC Number Street Apartment or Suite Number 1316 BONNEVILLE AVE BLDG A City State Zip Phone Number Extension SNOHOMISH WA 98290 3606681300 (360) 454-3163 State License Number License Expiration Date UBI # E-mail Address CABLEL*971 DP 8/21/2023 R(»9R.SS79 leah.ihlenfeldt@cablecomllc.net Project Location Number Street Floor Number Suite or Room Number 21200 72ND AVE W City Zip Code County Parcel Number EDMONDS 98026 00580700000401 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 * CA SENIOR EDMONDS WAS PROPERTY OWNER LLC Number Street Apartment or Suite Number PO BOX 92129 City State Zip SOUTHLAKE TX 76092 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: 3/3/2023 Submitted By: Jessamin Santos Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1277339 - 1108058 - Anthology of Edmonds Project Contact Company Name: COMCAST Name: Jessamin Santos Email: jessamin_santos@cable.comcast.com Address: 410 Valley Ave NW Phone #: (206) 401-2188 Puyallup WA 98371 Project Type Utility Purveyor Activity Type Utility Work Project Name: 1108058 - Anthology of Edmonds Scope of Work Disturbance of Surface Comcast JB 1108058 The proposed work in the ROW is to overlash 996' of 96ct fiber to Description of existing Comcast strand along 212th St SW; proof existing Comcast riser and buried conduit Work: 100' to pedestal at address 21200 72ND AVE W. Replace pedestal in landscape with 17" x 30" vault in landscape behind sidewalk. *vault specs included in Site Plans. Project Details Project Information Job Number JB - 1108058 Page 2 of 2