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ENG2022-0483 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of • • . 98020 ENG2022-0483 LM www.edmondswa.gov Description: ZIPLY - BORE 42' UNDER 6TH AVE THEN ONTO PRIVATE PROPERTY ISSUED: 12/22/2022 Address: 507 6TH AVE S EDMONDS WA 98020-3457 EXPIRES: 06/20/2023 OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27032500211800 iiType:Permit i NAME TYPE NAME ADDRESS PHONE APPLICANT VICTORIA COMER 708 FIRST STREET STE N-100, SNOHOMISH WA 98290 (830)513-6614 CONTACT ZIPLY FIBER 708 FIRST STREET STE N-100, SNOHOMISH WA 98290 (402)670-8384 CONTRACTOR PACIFIC CABLE CONSTRUCTION PO BOX 573, WOODINVILLE WA 98072 (425)346-2083 OWNER SONIA N GILMAN 507 6TH AVE S, EDM0NDS WA 98020 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $110.00 $110.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $330.00 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. RELEASED BY: GRN DATE: 12/22/2022 ENGINEERING DIVISION "DTED 2/22/2022 Printed: Thursday, December 22, 2022 9:59:46 AM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT NU �!B E City of Edmonds ...121 Sth Ave N, Edmonds WA 98020 ENG2022-0483 www.edmondswa.gov • • CONDITIONS CONDITION TYPE 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:OOam to 6:OOpm on SOUND AND 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 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 COMPLETE A-1 JOB START X-2 ENGINEERING FINAL** E-7 RESTOR LIMITS Printed: Thursday, December 22, 2022 9:59:46 AM 2 of 2 RECEIVED Lti�y of EDdf04O� ANC. 1 g90 SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E63. SEP 29 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 Info Project Name 158017 Site Address or if no site address use Property Address at NW corner of project area:507 6TH AVE S. EDMONDS,WA Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of Company Ziply Fiber Northwest, LLC Franchise Ordinance No: WN U-17 Point of Contact M i ke H a ka h a In Title Engineer Addressl 800 41 st St., Ste. N 100 city Everett State WA zip 98203 Phone 425-949-0230 Email mike.hakahan@ziply.com Contractor and Authorized Agent of Owner (see note below) NameofCompany Pacific Cable Construction Contractor Contacts During Construction Primary Name Danielle Herrera Agent Name Luke Jones Title Permit Manager Title Permit Manager Mobile 425-348-7735 AddressPO Box 573 Email Luke@paccab.com city Woodinville State WA zip 98072 Secondary Name Phone 425-348-7735 Title Email Luke@paccab.com Mobile City of Edmonds Business License No: PACI FCC954PJ Email State License No: 3636CON 1096 E3 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 Ex Single family residential subdivision ExSingle family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ikUtility Franchise Work associated with development (check one of the above boxes as well) ix Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 ❑ Utility 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.) Telecommunications and broadband provider Ziply Fiber to BORE UNDER 6TH AVE. E. APPROX. 42' TO 1ST NF\N FI OWFR POT THFN RC)RF 11NnFR DRIVEWAY nooROX 25' TO 2ND NEW FLOWER �rc� �Trn. ...�o�zr•rcrnr�� -r�r HOME. --POT THEN HAND DIG TO CUSTOMERS RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF 0 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 ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm 1. CompletedDetails of Work to be Does the utility owner have existin overhead infrastructure in the area of work? • X 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? X If yes, describe: 2 new flower pots 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? X 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existing underground common utility system? X 5. Does the work involve proposed additions to an aboveground utility system? If es: X Are the additions for the purpose of serving new commercial development? Are the additions for the purpose of serving a single-family residential subdivision? Details of • to be Completed ®i 6. Does your project involve rebuilding or replacing utility equipment which currently serves more X 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: x How many are existing? 1 1 1 How many are to be added? 6b. Does your project involve poles? If yes: X 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: x 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: /%A DATE: 9/29/2022 APPLICANT PRINTED NAME: JOHN LARSEN APPLICANT TITLE: TRAFFIC CONTROL PLANNER NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 Applicant shall repair/replace all ENGINEERING DIVISION LEGEND: damage to utilities iy rfrontage -of-w RESTORATION LIMITS TO BE DETERMINED � ����"�� improvements in City right-of-way � "DTED per city standards that is caused or BY CITY ENGINEERING INSPECTOR TM 1 EXISTING TERMINAL occurs during the permitted project. — `(� r/ JI 2/20/2022 T 2-1 PROPOSED TERMINAL O _ ATCO COMMUNICATIONS SERVICES, LLC ® EXISTING UTILITY POLE WWW.GtCOteleCOm.COm - 360.563.9000 ® PROPOSED NEW POLE _ 708 First Street Snohomish, WA 98290 H 71 EXISTING HANDHOLE H H PROPOSED NEW HANDHOLE [2'x3'] ZIPIy f i b e r M H EXISTING MANHOLE Everett, WA 98206 0 a MH PROPOSED NEW MANHOLE E� r o j H 3 00 <a EXISTING FLOWER POT 6 _CO � � ® PROPOSED NEW FLOWER POT i - o LU — — — — — — EXISTING UNDERGROUND UTILITY PROPOSED UNDERGROUND 00 CONSTRUCTION HAND DIG BORE Ln EXISTING AERIAL SPAN Cl— PROPOSED AERIAL SPAN T CENTERLINE ' APPROX. ck� STORM WATER 42 ' • O EOP EDGE OF PAVEMENT of ROW RIGHT OF WAY ' g WORK DETAILS: ': f B❑RE UNDER 6TH AVE. E. APPROX. 42' TO 1ST NEW FLOWER POT THEN 2ND "'+ ` �. w w ~ BORE CALL ON PRIVATE PROPERTY) x� o UNDER DRIVEWAY APPROX,25' TO 2ND �. NEW FLOWER POT THEN HAND DIG TO z Q Iii CUSTOMERS HOME. GLB1111 WILL BE z THE FLOWERPOT MODEL USED w w - z O O U LD IY IY O J d a_ J LL TRENCH IN UNPAVED AREA TRENCH IN PAVED AREA DATE: 9.28.2022 REQUIRED PAVEMENT REBTORATIDN - SEEMILL CREEK STD. PLANS OR AS SPECIFIED , SAWCVT(TYPI APPLYJOINr DESIGNED BY: J.LARSEN SU RFACE RESTORATION AS SPECIFIED SEALANT PG 84-22 TO TOP tY MIN. AND TACK COATTO SIDES MOUND4"MIN.-I EXISTING PAVEMENT SURFACE ATCO CONTACT: 321.480.3405 SELECTOR NATIVE TRENCH _ NEAT -LINE TREN CH(TYP) WHEN john.larsen@(3tcotelecom.com u< SACKRU. COMPACT TO 90%OF DEPTH IS LESS THAN 40 MAX. DRY DENSITY (PER ASTM MIN. 01657) IN UNPAVED AREA 'CRUSHED SURFACING TOP SENCHASNEEDEDFOR a SPEC PERwsoorCTD SCALE: SHEET: 4a IS SHORING OR TRENCH SPEC &039(3]. COMPACT TO B59G F' SOX (TYPI WHEN DEPTH MAX DRY UENSITY, SEE NOTE 2 €z f IS 48' AND GREATER �. S,. SELECTORNATNETRENCH SAX, DRY YCOMPAY (PER % E S U NOT T O O INITIAL NATIVE SACKFUJI- - MAX.OR5DENSITY (PER SELECT (MAX 1' ROCK) MATERIAL ASTM D LAC IN PAVED DEENSIT. W MAX. LOOSE UACTED TO 96% MAX �e ,,,, ,� `"�" P`'"°�1N 12 °2A""� OWNER/CONTRACTOR IS RESPONSIBLE FOR OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING Dec 19 2022 SCALE GRAVEL HACKFILLOPERWSORPIPEZONE NgN VARIES--� N ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY CITY OFEDMONDS BEDDING PER WSDOT 8O3.12 (8) r EROSION CONTROL AND DRAINAGE DEVELOPMENT SERVICE NO: 1 OF - UTILITIES MAY REQUIRE A SEPERATE PERMIT. DEPARTMENT RESUB GRADE LEVEL BOXES (GLB°) FOR Dec192o22 CITY OF EDMONDS DEVELOPMENT SERVICE BROADBAND AND TELECOMMUNICATIONS DEPARTMENT,,, GREENBELT APPLICATIONS Channell provides High Density Polyethylene (HDPE) grade level boxes and lids in a variety of depths and sizes for greenbelt applications. These boxes are designed to meet the specific fiber, coax and copper needs of the broadband, telecommunications and utilities industries. They can be used in areas of pedestrian traffic in conjunction with various Channell products in below grade applications. GLB610 GLB912 GLB1419 Snap -in Cover L-Bolt Cover L-Bolt Cover Top Diameter: 6.0" (152.4mm) Top Diameter: 9.5" (241.3mm) Top Inside Dimensions: 10.0" Width X 15.0" Length Depth: 10.0" (254.Omm) Depth: 12.0" (304.8mm) (254.Omm X 382.Omm ) Bottom Inside Diameter: 8.5" (215.9mm) Bottom Inside Diameter:12.5" (317.5mm) Depth:12.0" (304.8mm) Bottom Inside Dimensions: 14.0"Width X 19.0" Length (355.6mm X 482.6mm) (Available with 6" (152.4mm) extension) GLB1111 GLB1620 L-Bolt Cover L-Bolt Cover Top Inside Dimensions: Top Inside Dimensions: 11.0" Width X 11.0" Length 16.0" Width X 20.0" Length (279.4mm X 279.4mm) 1406.4mm X 508.Omm ) Depth: 16.0" (406.4mm) Depth: 18.0" (457.2mm) GRADE LEVEL BOXES (GLB°) FOR � AA WATER IRRIGATIO GREENBELT APPLICATIONS Channell provides High Density Polyethylene (HDPE) grade level boxes and lids in a variety of depths and sizes for greenbelt applications. These boxes are designed to meet the specific fiber, coax and copper needs of the broadband, telecommunications and utilities industries. They can be used in areas of pedestrian and golf buggy traffic plus maintenance vehicle traffic in conjunction with various Channell products in below grade applications. Below Grade locators keeps the play moving and enhance the aesthetics of your surroundings. .............. GLB610 GLB912 GLB1419 Snap -in Cover L-Bolt Cover L-Bolt Cover Top Diameter: 6.0" (152.4mm) Top Diameter: 9.5" (241.3mm) Top Inside Dimensions:10.0" Width X 15.0" Length Depth:10.0" (254.Omm) Depth:12.0" (304.8mm) (254.Omm X 382.Omm ) Bottom Inside Diameter: 8.5" (215.9mm) Bottom Inside Diameter: 12.5" (317.5mm) Depth: 12.0" (304.8mm) Bottom Inside Dimensions:14.0"Width X 19.0" Length (355.6mm X 482.6mm) (Available with 6" (152.4mm) extension) GLB1111 GLB1620 L-Bolt Cover L-Bolt Cover Top Inside Dimensions: Top Inside Dimensions: 11.0" Width X 11.0" Length 16.0" Width X 20.0" Length (279.4mm X 279.4mm) (406.4mm X 508.Omm ) Depth:16.0" (406.4mm) Depth:18.0" (457.2mm) "L" Bolt Cover Security y� Marker/Locator (A04) ORDERING INFORMATION: GLB° FOR WATER IRRIGATION Description GLB - Size 6 - 9 - 1111 - 1419 - 1620 - Body Depth 10 - 12 - 16 - 18 - Cover Color 1 — 3 - Cover Identification B - T - N - Cover Type 1 GLB XXXX XX X I X X AOX Grade Level Box Round, Top Diameter 6" (152.4mm), Depth 10" (254.Omm) Round, Top Diameter 9.5" (241.3mm), Depth 12" (304.8mm) 11" Width x 11" Length (279.4mm x 279.4mm), Depth 16" (406.4mm) 10" Width x 15" Length (335.0mm x 382.Omm), Depth 12" (304.8mm) 16" Width x 20" Length (406.4mm x 508.Omm), Depth 18" (457.2mm) 10" (254.Omm), GLB610 only 12" (304.8mm), GLB912, and GLB1419 only 16" (406.4mm), GLB1111 only 18" (457.2mm), GLB1620 only Green Gray Broadband Telecommunications No Logo (Blank) - Solid Thermoplastic Cover Security 0 - No Bolt (GLB610 only) 1 - Plastic L-Bolt (Standard feature for GLB912, GLBllll, GLB1419 and GL131620) Accessory Options A03 - Telescoping Vertical Mounting Bracket (GLB1620 only) A04 - Marker/Locator (installed on underside of cover) Example: GLB1620181B11AO4 - GLB1620,18" Depth, Green Cover, Broadband Cover Identification, Solid Thermoplastic Cover, Plastic L-Bolt, Marker/Locator W VAh No CHANNELL UNITED STATES: Channell Commercial Corporation, Temecula, CA, United States • Tel 800.423.1863 • Fax 951.296.2322 CANADA: Channell Canada, Inc., Mississauga, ON, Canada • Tel 905.565.1700 • Fax 905.565.8282 EUROPE, MIDDLE EAST, AFRICA: Channell Ltd., Dartford, United Kingdom • Tel 44.1322.312590 • Fax 44.1322.508490 AUSTRALIA, ASIA, PACIFIC RIM: Channell Pty. Ltd., Seven Hills, NSW, Australia • Tel 61.2.8884.4111 • Fax 61.2.8814.8841 DEVELOPING LOCATIONS: Dallas, TX, United States • Mexico City, D.F., Mexico WORLDWIDE HEADQUARTERS: Channell Commercial Corporation • Tel 951.719.2600 • 26040 Ynez Road, P.O. Box 9022, Temecula, CA 92589-9022, United States www.channell.com All specifications subject to change without notice. Printed in U.S.A. CH09-116 08095MTA GLB is a trademark of Channell Commercial Corporation. © 2017 Channell Commercial Corporation. All rights reserved. ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, 0AKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) CN .-0 zr C 11S fY Walnut St 'Walnut St Holly Dr C'p 0 C M rt� V) (n WORK AREA -7 x o, 5a7 6th Ave 8, Edmonds, WA9802D. USA '* A c M W VICINITY MAP Walnut St. Wal RECEIVED S E P 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT iwiwmwmu ATCO COMMUNICATIONS SERVICES. LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPIy fiber Everett, WA 98206 1 sT C6 �n Q 2- Z � � 00 o " LU O U LUW m Z U o Q U z 0 w 2 Q LU Ir LU Ir H O Z J_ d IL _I LL DATE: 9.28.2022 DESIGNED BY: J.LARSEN ATCO CONTACT: 321.480.340. john.larsen@atcotelecom.corr SCALE: SHEET: NOT TO M SCALE NO: 1 OF LEGEND: SU SIGNALIZED INTERSECTION OCONE (CANDLESTICK) TYPE III BARRICADE WORKTRUCK WORK ZONE LIMITS OWE WARNING SIGN ARROW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) FLAGGER (AS NEEDED) 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 RESPOl' EROSION CONTROL AND DRAINAGE ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, MAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE = R HOST VEHICLE WEIGHT (Ibs) 9,900 TO 22,000 HOST VEHICLE WEIGHT (Ibs) > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' NOTE: MON. - FRI. = 7:00am TO 4:00pm CUSTOMER CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8 40 40 60 90 120 130 150 160 170 190 10 40 60 90 90 150 170 190 220 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' PHASE 1 WORK DETAILS: CYO BORE UNDER 6TH AVE. E. APPR❑X, 42' TO IST NEW FLOWER PDT THEN B❑RE O UNDER DRIVEWAY APPR❑X,25' TO 2ND NEW FLOWER POT THEN HAND DIG TO CUSTOMERS HOME. SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, SIGN LEGEND: ROAD SHOULDER WORK WORK AHEAD > < W20-1 W21-5 ENGINEERING DIVISION .,7TED p( I (jply 2/20/2022 RECEIVED SEP 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIGN SPACING = X (1) FREEWAY & EXPRESSWAYS 55 / 70 MPH 1500' ± RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' ± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. O ATCO COMMUNICATIONS SERVICES, LLC www.otcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 o uJ U) ao Q j -30 = z z co O W LO n� L2 1) U w w LL LL m 0 o 7) z Q z O CZw U U z of � U o � D- D- LL DATE: 9.28.2022 DESIGNED BY: J.LARSEN ATCO CONTACT: 321.480.3405 john.larsen@atcotelecom.com SCALE: =5F SHEET: 02 NO: 2OF3 LEGEND: OS SIGNALIZED INTERSECTION OCONE (CANDLESTICK) TYPE III BARRICADE WORKTRUCK WORK ZONE LIMITS OWE WARNING SIGN ARROW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) FLAGGER (AS NEEDED) ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, OAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE = R HOST VEHICLE WEIGHT (Ibs) 9,900 TO 22,000 HOST VEHICLE WEIGHT (Ibs) > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' NOTE: MON. - FRI. = 7:00am TO 4:00pm PHASE 2 WORK DETAILS: CYO BORE UNDER 6TH AVE. E. APPROX. 42' TO 1ST NEW FLOWER PDT THEN BORE O UNDER DRIVEWAY APPR❑X,25' TO 2ND NEW FLOWER POT THEN HAND DIG TO CUSTOMERS HOME, SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS. SIGN LEGEND: ROAD SHOULDER WORK WORK AHEAD > < W20-1 W21-5 O ATCO COMMUNICATIONS SERVICES. LLC www.otcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 ao Q j -30 = z z co O W L b —J ow U J F�I \ W W m D 0 RECEIVED z z c U CUSTOMER SEP 29 2022 U O 0 ~ w ° 0 ° d J U- CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8 40 40 60 90 120 130 150 160 170 190 10 40 60 90 90 150 170 190 220 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIGN SPACING = X (1) FREEWAY & EXPRESSWAYS 55 / 70 MPH 1500' ± RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' ± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DATE: 9.28.2022 DESIGNED BY: J.LARSEN ATCO CONTACT: 321.480.3405 john.Iarsen@atcotelecom.com SCALE: =5F SHEET: 03 N0: 3 0F 3