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ENG2021-0431 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds ...0i 1 1 www.cityofedmonds.gov Description: COMCAST-OVERLASH 893' OF FIBER TO EXISTING STRAND ISSUED: 11/17/2021 Address: 542 MAIN ST EDMONDS WA 98020-3148 EXPIRES: 05/17/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00434212001200 i NAME TYPE NAME ADDRESS PHONE APPLICANT COMCAST 1525 75TH ST SW, EVERETT WA 98203 (425)921-8201 CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300 OWNER COLUMBRO FMLY ENTRPRS LLC C/O RELIABLE FLOOR COVERINGS, EDMONDS WA 98020 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $110.00 $0.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $0.00 • 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. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 11 /17/2021 :»•>/F9:1H ]1 DATE Printed: Wednesday, November 17, 2021 1:57:46 PM 1 of 2 -KRWOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds ...• •ENG2021-0431 www.cityofedmonds. ov/425.771.0220 CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. 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. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard 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. Sound/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:OOam to 6:OOpm on SOUND OR NOISE weekdays and 10:OOam and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. TRAFFIC CONTROL Traffic Control per approved plan and MUTCD. All Flaggers shall be certified. 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. L 11111 0 INSPECTION TYPE DATE RESULT NOTES COMPLETE A-1 JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL Printed: Wednesday, November 17, 2021 1:57:46 PM 2 of 2 ENG2021-0431 ofE°M°tios RECEIVED RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION NOV 05 2021 Complete and submit this Application in accordance with the Submittal CITY OF EDMONDS /'Vc. i aa° Requirements outlined in Right -of -Way permit Handout E6�. 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. SECTION A General • Project Name JB-826491 Site Address or if no site address use Property Address at NW corner of project area: 542 MAIN ST, EDMONDS, WA 98020 Associated Permits: BLD PLN ENG Owner and Entity Holding Name of Company Comcast Cable Communications Management, LLC. Franchise Ordinance No: Point of Contact Teresa Stemler Title Permit Coordinator Address 1525 75th St. SW City Everett State WA Zip 98203 Phone 425-770-0020 Email teresa_stemler@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 Lena Hughes Title Construction Supervior Title Permit Coordinator Mobile 36o-926-3437 Address 1316 BONNEVILLE AVE, Email CHRIS.ATKINSON@CABLECOMLLC.NET City Snohomish State wA Zip 98290 Secondary Name Phone 36o-622-5388 Title Email leua.hughes@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- 826491: The proposed in the ROW is to overlash up to 893' of 96ct fiber to existing Comcast strand; along the east side of 6th Ave S running north, crossing to west side of 6th Ave S; continuing west along alley btween Main St & Dayton St to address 542 MAIN ST, EDMONDS, WA 98020. * No disturbance of surface. 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: 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? 45 to 55 How many poles are to be removed? 0 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 responsible for all permit fees. APPLICANT SIGNATURE: Teresa STWeY DATE: 11/05/21 APPLICANT PRINTED NAME: Teresa Stemler 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: W. PASCHAL �. Completion Date: 10/27/2021 Address: 542 MAIN ST EDMONDS WA98020 Survey Revision Date: Survey Revision Task ID: Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages W - �-_ —_ E • Engineered For: are summarized on Survey Rollup tab. ; • COMC/ ST � Project Manager: _ Are Additional Pages Needed: No S P2 ID: JB0000826491 Legend ftAk a DAMN St N=558 DAYTON ST SM'O ''JO DAYTON 9 TVMFRM 4! New Ped ❑ Pole ❑ 542 Main St, Edmonds, WA, 9� .-. . , New Vault IVI Lock Box IUD n — f Existing U/G Footage p 150 Existing Aerial Text Box Text New U/G - `' N N Callout Arrow New Aerial >P � 0413 its . New Ta Interior Path p :Y' — 4t�A ia�n Footage Break Phase Identifier ❑1 t �r S r t4t Fiber Splice Point Power Supply Ps I Hard Surface Cut Storage Loop CD Applicant shall repair/replace allM�l't� damage to utilities or frontage St?�I��1 %�j,� �� '112' Riser R Abandoned Cable O improvements in City right-of-way per city standards that is caused or W A S N E M 018 6 occurs during the permitted project. A tr" " Provide Clear Construction Details OWNER/CONTRACTOR IS RESPONSIBLE FOR - 1. TIE POINT AT SP.WALY.0421(LY07MS1.5A.1A) EROSION CONTROL AND DRAINAGE - INSTALL STRAP OUT CASE — --, -� - 158' ROW AERIAL 96C FOC DELASH / RELASH - 112' ROW AERIAL 96C FOC DELASH / RELASH 331 MAPL4 ST W20 'W ENGINEERING DIVISION - - 185' ROW AERIAL 96C FOC OVERLASH APPROVED AS NOTED (FLYING DUTCHMAN) Schedule all required inspections �a° 11/17/2021 � RECEIV TO 12C FOC at www.MyBuildingPermit.com �+ NOV 05 2021 - 114' ROW AERIAL 96C FOC OVERLASH I - 55 ROW AERIAL 96C FOC OVERLASH - 151' ROW AERIAL 96C FOC OVERLASH _ INSTALL STRAP 15$� CITY OF EDMONDS - 118' ROW AERIAL 96C FOC OVERLASH „�" DEVELOPMENT - INSTALL ENCLOSURE TO TRANSITION 96C �� CASE SERVICES DEPARTMENT TO 12C FOC sP LY.o��� wA 2. 65' ROW TO PRIVATE AERIAL 12C FOC TIE POINT (;YDTM$�ISatt -ATTACH TO STRUCTURE t SD.. - 26' PRIVATE EXT 12C FOC STRUCTURE WRAP r524 M 98020 540 MAPLO $1 - INSTALL CONDUIT / MOLDING . (LY07M7MSI$1SAlA) - POE DRILL THRU WOOD SIDING TO INTERIOR 3. 14' PRIVATE INT 12C FOC ON 1ST FL TO POE- - INSTALL SPLIT DUCT - POE DRILL THRU FLOOR TO 2ND FLOOR ***ROUTE OVERVIEW CONTINUED ON TAB (2)*** krl • .mil Route Overview COMCAST Completed By: Completion Date: Survey Revision Date: Survey Revision Task ID: Engineered For: Project Manager: P2 ID: 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 Interior Path New Tap Footage Break Phase Identifier Fiber Splice Point Power Supply Storage Loop CD Hard Surface Cut Riser 0 Abandoned Cable Provide Clear Construction Details 1. (112') ROW AERIAL 96C FOC DELASH / RELASH - (185') ROW AERIAL 96C FOC OVERLASH (FLYING DUTCHMAN) - 114' ROW AERIAL 96C FOC OVERLASH - 55' ROW AERIAL 96C FOC OVERLASH - 151' ROW AERIAL 96C FOC OVERLASH - 118' ROW AERIAL 96C FOC OVERLASH - INSTALL ENCLOSURE TO TRANSITION 96C TO 12C FOC 2. 65' ROW TO PRIVATE AERIAL 12C FOC -ATTACH TO STRUCTURE - 26' PRIVATE EXT 12C FOC STRUCTURE WRAP - INSTALL CONDUIT / MOLDING - POE DRILL THRU WOOD SIDING TO INTERIOR 3. 14' PRIVATE INT 12C FOC ON 1ST FL TO POE - INSTALL SPLIT DUCT - POE DRILL THRU FLOOR TO 2ND FLOOR 4. 12' PRIVATE INT 12C FOC TO NETWORK DEMARC - INSTALL SPLIT DUCT - INSTALL EQUIPMENT ON OR UNDER SHELF A 0 Ps O W.PASCHAL 10/27/2021 JB0000826491 A !� 26' EXT WRAP ATTACH TO 2 STRUCTURE 2 V 118' INSTALL ENCLOSURE TO TRANSITION 96C TO 12C FOC Address: 542 MAIN ST EDMONDS WA 98020 Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages are summarized on Survey Rollup tab. I I Are Additional Pages Needed: 12' ON 2ND FLOOR TO NETWORK DEMARC - INSTALL EQUIPMENT UNDER OR ON SHELF CT FLOORWAREHOUSE - RILL THRU WOOD FLOOR TO 2ND FLOOR POE DRILL THRU WOOD :L .. � SIDING TO INTERIOR 1 151' h< T N Sl W 101 FLYING DUTCHMAN WASNEM018 • �1 � T ' '',� � Ttl1'T"1� W No R d Q NOTIFY POLICE, FIRE, SS' AND TRASH HAULERS OF ALLEY CLOSURE. TRAFFIC CONTROL INSPECTION REQUIRED F FOR ALLEY CLOSURE, SEE ATTACHED TRAFFIC 114' CONTROL PLAN. D 2 10, 185' M R1 711 9,16-IRECEWED �IIIII NOV 05 2021 LAN ' DEVELOPMENT SERVICES DEPARTMENT At:, 112' Right of Way Completed By: W. PASCHAL Address: 542 MAIN ST EDMONDS WA 98020 Completion Date: 10/27/2021 Right of Way Footages: Survey Revision Date: New Aerial Coax: 0 Overlash Coax: 0 New UG Fiber: 0 Survey Revision Task ID: New Aerial Fiber: 893 Overlash Fiber: 0 Existing UG Fiber: 0 COMCAST Engineered For: Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 Project Manager: P2 ID: JB0000826491 Are Additional Pages Needed: No Legend �_F�'�• TIE POINT @ New Ped Pole New Vault Lock Box TIE POINT @ SP.WALY.0421 SP.WALY.0421 (LY07MS1.5A.1A Existing U/G Footage 150' (LY07MS1.5A.1A) Existing Aerial Text Box Text INSTALL STRAP New U/G Callout Arrow �. OUT CASE �,. ; New Aerial ___ New Tap 0 Interior Path Footage Break Phase Identifier ❑i I` �r Fiber Splice Point Power Supply ■ - i •' Storage Loop CD Hard Surface Cut • ; :. Riser O Abandoned Cable _ _ - Provide Clear Construction Details 1. TIE POINT AT SP.WALY.0421(LY07MS1.5A.1A) INSTALL STRAP OUT CASE - - 158' ROW AERIAL 96C FOC DELASH / RELASH - 112' ROW AERIAL 96C FOC DELASH / RELASH F - — i ~�--�,, - 185' ROW AERIAL 96C FOC OVERLASH •. (FLYING DUTCHMAN) TO 12C FOC - 114' ROW AERIAL 96C FOC OVERLASH FLYING 112' — - - FLYING - 55' ROW AERIAL 96C FOC OVERLASH DUTCHMAN DUTCHMAN ' - 151' ROW AERIAL 96C FOC OVERLASH 185, - 11 8'ROW AERIAL 96C FOC OVERLASH - INSTALL ENCLOSURE TO TRANSITION 96C 185' 1 _ TO 12C FOC �- 114 T 2. 65' ROW TO PRIVATE AERIAL 12C FOC 114' - ATTACH TO STRUCTURE 10, - 26' PRIVATE EXT 12C FOC STRUCTURE WRAP 10� - INSTALL CONDUIT / MOLDING c •• - POE DRILL THRU WOOD SIDING TO INTERIOR 3. 14' PRIVATE INT 12C FOC ON 1 ST FL TO POE - INSTALL SPLIT DUCT ^ "' - POE DRILL THRU FLOOR TO 2ND FLOOR T� - zJ4�� �_ Right of Way Completed By: W. PASCHAL Address: 542 MAIN ST EDMONDS WA 98020 Completion Date: 10/27/2021 Right of Way Footages: Survey Revision Date: New Aerial Coax: 0 Overlash Coax: 0 New UG Fiber: 0 Survey Revision Task ID: New Aerial Fiber: 893 Overlash Fiber: 0 Existing UG Fiber: 0 COMCAST Engineered For: Project Manager: Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 P2 ID: JB0000826491 Are Additional Pages Needed: No Legend , New Ped ❑ Pole --__ FLYING _ 185' • -- DUTCHMAN New Vault Lock Box - FLYING Existing U/G Footage 150' DUTCHMAN ,_ 10' Existing Aerial Text Box ^� Text 114' New U/G — Callout Arrow New Aerial a Interior Path New Tap a /�- Footage Break Phase Identifier Fiber Splice Point Power Supply Ps Storage Loop Hard Surface Cut Riser O Abandoned Cable Provide Clear Construction Details 1. TIE POINT AT SP.WALY.0421(LY07MS1.5A.1A) - INSTALL STRAP OUT CASE - 151' - 158' ROW AERIAL 96C FOC DELASH / RELASH - 112' ROW AERIAL 96C FOC DELASH / RELASH ` `, RECE�IV E� - 185' ROW AERIAL 96C FOC OVERLASH (FLYING DUTCHMAN) 114 NOV 0512021 TO 12C FOC SS' - 114' ROW AERIAL 96C FOC OVERLASH l ' - 55' ROW AERIAL 96C FOC OVERLASH CITY ED ONDS - 151' ROW AERIAL 96C FOC OVERLASH SERVICES ELOP ENT DEVE DEP RTMENT INSTALL ENCLOSURE - 11 8'ROW AERIAL 96C FOC OVERLASH 1 11R' TO TRANSITION 96C - INSTALL ENCLOSURE TO TRANSITION 96C - 151' TO 12C FOC 118' T012C FOC 2. 65' ROW TO PRIVATE AERIAL 12C FOC - ATTACH TO STRUCTURE - 26' PRIVATE EXT 12C FOC STRUCTURE WRAP - INSTALL CONDUIT / MOLDING - POE DRILL THRU WOOD SIDING TO INTERIOR 3. 14' PRIVATE INT 12C FOC ON 1ST FL TO POE �\ - INSTALL SPLIT DUCT - POE DRILL THRU FLOOR TO 2ND FLOOR Right of Way Completed By: W. PASCHAL Address: 542 MAIN ST EDMONDS WA 98020 Completion Date: 10/27/2021 Right of Way Footages: Survey Revision Date: Survey Revision Task ID: New Aerial Coax: 0 New Aerial Fiber: Overlash Coax: 0 New UG Fiber: 0 Overlash Fiber: 0 Existing UG Fiber: 0 Engineered For: Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 IProject COMCAST Manager: P2 ID: JB0000826491 Are Additional Pages Needed: No Legend-- / New Ped Pole 6� ' � �. • • 118' 1 New Vault IVI Lock Box ATTACH FOC TO _ _ •, Existing U/G Footage STRUCTURE AT RF DROP �'" f r' � • 150' � • • . ' INSTALL ENCLOSURE • • \ Existing Aerial _r- �• + +' • '. TO TRANSITION 96C Text Box • • • • Text El • • o T012C FOC New U/G • • E1000 • Callout Arrow New Aerial • . • # 11$ • • • New Tap Interior Path • • ' • `� / 6�•� Phase Identifier ❑i � • • Footage Break •; r 2D • • • Fiber Splice Point Power Supply Ps j 151' Storage Loop Hard Surface Cut g p INSTALL ENCLOSURE ATTACH FOC TO ' 26 TO TRANSITION 96C STRUCTURE AT RF DROP Riser R Abandoned Cable TO 1ZC FOC = i Provide Clear Construction Details 1. TIE POINT AT SP.WALY.0421(LY07MS1.5A.1A) '•, -. - INSTALL STRAP OUT CASE RECEIVED - 158' ROW AERIAL 96C FOC DELASH / RELASH - 112' ROW AERIAL 96C FOC DELASH / RELASH \ •• •• FES 1 NOV 05 2021 • • . • - 185' ROW AERIAL 96C FOC OVERLASH �• 65' (FLYING DUTCHMAN) �• ATTACH FOC TO CITY OF EDMONDS TO 12C FOC STRUCTURE AT RF DROP ��\• DEVELOPMENT - 114' ROW AERIAL 96C FOC OVERLASH SERVICES DEPARTMENT - 55' ROW AERIAL 96C FOC OVERLASH !� / • - 151' ROW AERIAL 96C FOC OVERLASH ••• - 118' ROW AERIAL 96C FOC OVERLASH - INSTALL ENCLOSURE TO TRANSITION 96C • TO 12C FOC POE DRILL THRU W000 2. 65' ROW TO PRIVATE AERIAL 12C FOC 2 SIDING INTO 1ST FLOOR ATTACH FOC TO -ATTACH TO STRUCTURE � ' 26' WAREHOUSE � STRUCTURE AT RF DROP -26' PRIVATE EXT 12C FOC STRUCTURE WRAP .,-�—• - INSTALL CONDUIT / MOLDING I • - POE DRILL THRU WOOD SIDING TO INTERIOR 1 26' 3. 14' PRIVATE INT 12C FOC ON 1 ST FL TO POE - INSTALL SPLIT DUCT - POE DRILL THRU FLOOR TO 2ND FLOOR L1 C 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. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE USE ALLEY CLOSURE TRAFFIC ENGINEERING DIVISION CONTROL PLAN FOR WORK IN ALLEY. APPROVED AS NOTED �. PA'91- 11/17/2021 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 1 30 35 40 45 50 55 60 65 To LENGTH (feet) 155 200 250 305 360 — -- — — -- TMA ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 lbs. <45 MPH 45-55 MPH > 55 MPH <45 MPH 45-55 MPH > 55 MPH 100' 74' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED 6TH AVE S a a X X I SIGN SPACING = X (FEET) ( 1 ) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350't RURAL ROADS, URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200't (2) URBAN STREETS 25 MPH OR LESS 100't (2) ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. MINIMUM SHOULDER TAPER LENGTH = U3 (feet) SHOULDER Postd Spsatl(mph) MDTH (fie0 25 30 35 40 45 50 55 fi0 65 ]0 e 40 40 60 90 120 130 150 160 110 190 10' 40 60 90 90 150 170 190 --- 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. (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. Spotter to assist pedestrians through work zone © O WORK AREA L/3 B R 100, ROAD SHOULDER WORK no Contractor to p parking g post arkin signs WORK AHEAD 72hrs in advance for road side parking along east side of 6th Ave S where W20-1 W21-5 applicable for pole access LEGEND A SIGN LOCATION ®®® CHANNELIZING DEVICES I� PROTECTIVE VEHICLE - RECOMMENDED TYPICAL SHOULDER CLOSURE - LOW SPEED (40 MPH OR LESS) TCP 5 CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35140 30 1 60 25/30 20 1 40 Z� NOTE 1. When used, device spacing for the downstream taper should be 20' O.C. RECEIVED NOV 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT n 0 CA (7 VJ O Q CD C7 0 fn m I 7- 0 CD CD CD a CD ZT 0 7— CD fn N v 0 WORK ZONE CONDITION (SEE CHAPTER 1.9.10) A - ALLOWED - CONSIDER USING A SPOTTER. RwoawD ONE LANE AXFAD �, B - ALLOWED - SPOTTER RECOMMENDED ROAD AHEAD CONSIDER ADDITIONAL WARNING SIGNS. BE PREPARED TO BTOP C - NOT ALLOWED - SEE TCP 14 & 15 FOR ADDITIONAL WORK ZONE REQUIREMENTS. Flagg ers to maintain one lane of traffic for O overlash crossing at 6th Ave S & Maple St. ty ROAD �' BE WOR K W n PREPARED o a AXEAD lb STOP E LANE ROAD AHEAD Spotter to assist pedestrians through work zone I Fr:Fnln ® WORK VEHICLE W/ WARNING BEACON ° (LOCATE TO SHIELD WORK VEHICLE) LWJ RECEIVED NOV 05 2021 � A O � N O 00 ON CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ONE LANE ROAD AHEAD SIGHT DISTANCE DATA MINIMUM STOPPING SIGHT DISTANCE BE 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. ONE LANE ROAD AHEAD GENERAL LIMITS OF CHANNELIZED INTERSECTION OA BE TOE BTfIP AXEAD WORK -- ----- --------------------------- -- AREA 6TH AVE S - t� NOTES: 1. Work vehicle w/beacon located in same quadrant as BE work location. PREPARED ro B DP 2. Repeated access to work lane not allowed. see tcp TYPICAL VERY SHORT DURATION WORK OPERATION (INTERSECTION APPLICATION) TCP 29 14 & 15 for work zone requirements - condition "C". 3. Restricted sight distance requires additional advance warning devices or signs, see sight distance data chart. 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 placed on all public road approaches to work area or advance sign area. 0 0 c� v 0 ME WORK ZONE CONDITION (SEE CHAPTER 1.9.10) RNORK A - ALLOWED - CONSIDER USING A SPOTTER. AXFAD o B - ALLOWED - SPOTTER RECOMMENDED ONE LANE o CONSIDER ADDITIONAL WARNING SIGNS. ROAD AHEAD SE PREPARED C - NOT ALLOWED - SEE TCP 14 & 15 FOR TO STOP ADDITIONAL WORK ZONE REQUIREMENTS. ' O; Flaggers to maintain one lane of traffic for overlash crossing at 6th Ave S & Dayton St. WORK -------------------------------------------------------------- --- ---- ONE LANE ROAD _ AREA AHEAD ROAD wxi-a BE WORK PREPARED AXEAD lb STOP Spotter to assist pedestrians through work zone LEGEND ® WORK VEHICLE W/ WARNING BEACON ONE LANE ROAD ° (LOCATE TO SHIELD WORK VEHICLE) AHEAD �5 SPOTTER RECEIVED NOV 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIGHT DISTANCE DATA MINIMUM STOPPING SIGHT DISTANCE = S SPEED LIMIT 25 30 35 40 45 50 55 60 MPH DISTANCE FEETDISTANCES 155 200 250 305 360 425 495 570 A645730 SHOWN ARE MINIMUMS, USE ADDiTIONAL DISTANCE WHEN P GENERAL LIMITS OF ONE LANE F CHANNELIZED INTERSECTION AHEAD OA BEROM . PREPMED WORK TO STOP AHEAD /____________6TH AVE___S _----------------- - t� NOTES: 1. Work vehicle w/beacon located in same quadrant as BE work location. ra 2. Repeated access to work lane not allowed. see tcp TYPICAL VERY SHORT DURATION WORK OPERATION (INTERSECTION APPLICATION) TCP 29 14 & 15 for work zone requirements - condition "C". 3. Restricted sight distance requires additional advance warning devices or signs, see sight distance data chart. 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 placed on all public road approaches to work area or advance sign area. 0 0 c� POLICE & FIRE TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CLOSURE. COORDINATE CLOSURE WITH TRASH HAULERS WORK ZONE CONDITION (SEE CHAPTER 1.9.10) R�K vrzi-a A - ALLOWED - CONSIDER USING A SPOTTER. AKEAD B - ALLOWED - SPOTTER RECOMMENDED ALLEY TO BECLOSED CONSIDER ADDITIONAL WARNING SIGNS. DURING THIS C - NOT ALLOWED - SEE TCP 14 & 15 FOR PORTION OF WORK ADDITIONAL WORK ZONE REQUIREMENTS. Flaggers to maintain one lane of traffic for overlash crossing at 6th Ave S & Alley of Mains St / Dayton St. ALLEY CLOSED AHEAD, LOCALACCESS ONLY, ROAD CLOSED TO THROUGH TRAFFIC SIGNS REQUIRED ON 6TH AND AT ALLEY ENTRANCE. ROAD WORK AHEAD PREPARED o • ro BTOP \ �j ONE LANE ROAD AHEAD Spotter to assist pedestrians through work zone I Fr_FNn ® WORK VEHICLE W/ WARNING BEACON ¢ (LOCATE TO SHIELD WORK VEHICLE) ONE LANE ROAD AHEAD OS SPOTTER RECEIVED NOV 05 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q 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. ONE LANE ROAD AHEAD GENERAL LIMITS OF CHANNELIZED INTERSECTION OA BE . PREPMED WORK ro stop AXEAD WORK ---- --- ------------------------------------------------------------- AREA 6TH AVE S .a' NOTES: 1. Work vehicle w/beacon located in same quadrant as work location. *rRE 2. Repeated access to work lane not allowed. see tcp 14 & 15 for work zone requirements - condition "C". ROAD 3. READ Restricted sight distance requires additional advance AWX warning devices or signs, see sight distance data chart. 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. CALL FOR TRAFFIC CONTROL INSPECTION WHEN ALLEY CLOSED. POLICE & FIRE TO BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CLOSURE. COORDINATE CLOSURE WITH TRASH HAULERS 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 1 645 1 730 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 W20-713 (OPTIONAL IF 40 MPH OR LESS) 48" 48" BE ROAD PREPARED W TOP HEAD Maintain 10' min travel lane W20-7B RDA NE W20.1 AHEAD 48" 50. TO 10050'TO 100' 0-7A W20-4 6 DEVICE 6 DEVICE M'IN. I R B 1 MIN. X X X � X WORK l Alley btwn Sunset Main St & Dayton St o0o AREA n ° ALLEY CLOSURE REQUIRED AN I— I X X X X 50' TO I x 48' I 300' I • IN�j 48" • 48" '� Y ONE LANE OAD i x 48' 48" A AD 48" OI W20-7A BE PREPARED 40 MP (OPTIONAL IF d0 MPH OR LESS) 48" W20-4 W20-7A TO STOP ROAD BE I x 48" 48" WORK RED Fw I SIGN SPACING = X (1) RURAL HIGHWAYS 60 /65 MPH 800't RURAL ROADS 45/55 MPH 500'! RURAL ROADS 8 URBAN ARTERIALS 35/40 MPH 350'x RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200't (2) RESIDENTIAL 8 BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (2) (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHAN LIZATION DEVICE SP CING FEET MPH TAPER TANGENT 50/65 1 TO 20 80 35/45 1 TO 20 1 60 25110 14 TO 20 1 40 AHEAD TO RECEIVED s ONE LANE W20.7B ALLEY CLOSED AHEAD, ° 48" —I ROAD LOCAL ACCESS ONLY, ROAD AHEAD NOV 05 2021 CLOSED TO THROUGH ' 20-1 W2 7B I x 48° 48' TRAFFIC SIGNS REQUIRED W20-7B (O IONAL IF i wzo a ROAD ON 6TH AND AT ALLEY 40 MPH O LESS) WORK NOTES 4 ENTRANCE. ALLEY CLOSED AHEAD, LOCAL AHEAD ACCESS ONLY, ROAD CLOSED CITY OF EDMONDS 48" 1 ALL SIGNS ARE BLACK ON ORANGE. LEGEND TO THROUGH TRAFFIC SIGNS DEVELOPMENT W20-1 2. EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS REQUIRED ON 6TH AND AT SERVICES DEPARTMENT SHOULDER IS RECOMMENDED. FLAGGING STATION ALLEY ENTRANCE. 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT q TEMPORARY SIGN LOCATION FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS a CHANNELIZING DEVICES ONE -LANE, TWO-WAY TRAFFIC CONTROL FOR ADDITIONAL DETAILS. M PROTECTIVE VEHICLE WITH FLAGGERS 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. NOT TO SCALE FILE NAME 5:1DesOn R P& SWStandardsl2-Plan Sheet Library101-Published PSLYTC) Work Zone Traffic Control( C-1) One Lane. Two Way Traffic Control wit Flagger 1TCAAgn Plnt 1 TIME I:05:14 PM •'•^ FED.AID PROJ.NO. DATE 1/2J2018 _/— PLOTTED BY Ilddelf b WAS -„ TC1 DESIGNED BY ENTERED BY Washington State CHECKED BY Department of Transportation PROJ. ENGR. re a� TRAFFIC CONTROL PLAN REGIONAL ADM. REVISION DATE BY