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ENG2023-0509 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of • • . Edmonds:01 1 1' www.edmondswa.gov i Description: ZIPLY - REMOVE OLD POLE AND PLACE HANDHOLD ISSUED: 11/28/2023 Address: 410 DAYTON ST EDMONDS WA 98020-3518 EXPIRES: 05/28/2024 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27032300406900 I 11-1411 a i NAME TYPE NAME ADDRESS PHONE APPLICANT ARIANNE MOMMSEN 426 E CASINO ROAD, EVERETT WA 98208 (425)350-7152 CONTACT ZIPLY FIBER NORTHWEST LLC 426 E CASINO ROAD, EVERETT WA 98208 (425)350-7152 CONTRACTOR ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230 OWNER WINSLOW LLC 18445 16TH AVE NW, SHORELINE WA 98177 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $45.00 $45.00 ENG - INSPECTIONS $504.00 $504.00 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 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: 11/28/2023 Printed: Tuesday, November 28, 2023 10:27:32 AM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds :• • 1 1 1' 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 E-7 TRAFFIC CTRL E-7 CONCRETE SIDEWALK E-7 CURB GUTTER E-7 DWY APPROACH E-7 RESTOR LIMITS X-2 ENGINEERING FINAL** Printed: Tuesday, November 28, 2023 10:27:32 AM 2 of 2 RECEIVED 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. OCT 09 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. SECTION A General• Project Name 5513572 Site Address or if no site address use Property Address at NW corner of project area: 410 DAYTON ST, EDMONDS, WA 98020 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 Mike Hakahan Title Engineer Address426 E Casino Rd city Everett State WA zip 98208 Phone 425-949-0230 Email mike.hakahan@ziply.com Contractor and Authorized Agent of Owner (see note below) Name of Company Ziply Fiber Northwest, LLC Contractor Contacts During Construction Primary Name Mike Hakahan Agent Name Mike Hakahan Title Engineer Title Engineer Mobile 425-949-0230 Address426 E Casino Rd Email mike.hakahan@ziply.com city Everett I State WA zip 98208 Secondary Name Arianne Mommsen Phone 425-949-0230 Title Field Coordinator - TCP/Permits Email mike.hakahan@ziply.eom Mobile 402-670-8384 City of Edmonds Business License No: 313-013-420 Email arianne.mommsen@ziply.com State License No: ZIPLYFN782L3 0 Contractor verifies it is currently bonded R 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: X 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 ❑ 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.) PLACE 4" FIBER RISER ON NEW PUD POLE. PLACE 2'X�' HANDHOLE AND CONNECT TO NEW RISER. MOVE ALL AERIAL ATTACHMENTS TO NEW PUD POLE LOCATION. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + 50 LF JxJ 5 LF 250 SF 1 DAY 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 SECTIONC. 1. The work in the right of way is on or for the following type of facilities: * telecommunications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details 1. of Work to be Completed Does the utility owner have existing overhead infrastructure in the area of work? Yes X , 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? X If yes, describe: 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? X 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existing underground common utility system? X 5. Does the work involve proposed additions to an aboveground utility system? If es: X Are the additions for the purpose of serving new commercial development? X Are the additions for the purpose of serving a single-family residential subdivision? X Details of Work to be Completed I Yes 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? X City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? 12298 - all common I How many are to be added? 1 o 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: W�,c� // �1 �� APPLICANT PRINTED NAME:Arianne Mommsen APPLICANT TITLE: _Field Coordinator - TCP/Permits NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE lo/o8/2023 City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 1'1 - REMOVE CEMENT PANEL (APPROX 60 SO FT) - MOVE 4" RISER TO LOCATION OF NEW 2'X3' HH - PL ONE (1) 4' RISER ON NEW POLE TO NEW HH LOCATION - ATTACH N/S STRAND AND 10' ARM TO NEW POLE AND ATTACH E/W STRAND TO ARM - PL NEW AKF 100 24 CABLE FROM EXISTING AERIAL SPLICE THROUGH NEW RISER TO NEW HH LOCATION (70') - PLUMB CONDUIT WITH C7 CABLE INTO NEW HH LOCATION - CUT C5 C8AND C7 FROM AERIAL SPLICE AND PULL BACK TO NEW HH - PL NEW 2'X3' WITH TRAFFIC BEARING LID - SPLICE C5,C7 AND C8 IN CASE IN NEW HH - CUT OFF C4 AND REMOVE 75' OF AERIAL CABLE - REMOVE 185'OF STRAND NO LONGER NEEDED (CURRENTLY 2 STRANDS, REMOVE TOP STRAND RUNNING E TO W ON DAYTON FOR 2 SPANS) - REMOVE ALL COPPER DROPS (4) , AERIAL TERM 2742 (NO WORKERS) AND BUILDING NID'S (2) - REMOVE 4" RISER, X-ARM AND POLE - REPLACE CEMENT PANEL (APPROX 64SO FT) 110' ©AE 400 24 C9EDM DCL.3201-3400+ XD.3401-3500+ C9EDM DCL.2901-3000 XD.1-5+C9EDM DCL.3206-3215+ XD.17-400 10' C2 AE 50 26 C9EDM DCL.3201-3225+ C9EDM DCL.2976-3000 CLEAR ZONE / BOP REPLACEMENT WORK SITE ADDRESS: 410 DAYTON ST, EDMONDS,WA THIS PROJECT TRANSFERS ZIPLY FACILITIES FROM OLD OWNER/CONTRACTOR IS RESPONSIBLE FOR JOINT POLE TO NEW POLE PLACED BY PUD. ZIPLY WILL NEED TO EROSION CONTROL AND DRAINAGE REMOVE APPROXIMATELY 64 SO FT OF SIDEWALK AND REPLACE FOR THE PLACEMENT OF A NEW 2'X3' HH WITH TRAFFIC BEARING LID TO ACCOMMONDATE NEW SPLICE ENCLOUSURE, ALLOWING THIS TRANSFER. ZIPLY WILL BUILD A NEW RISER AND INSTALL NEW CABLES.ON NEW POLE. ZIPLY WILL ALSO REMOVE STRAND, TERMINALS AND DROPS NO LONGER IN USE. ONCE COMPLETE ZIPLY WILL REMOVE POLE AND REPLACE SIDEWALK PANEL. CITY OF EDMONDS PERMIT REOUIRED, TCP NEEDED. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES RELOCATION/REVISION TO ANY N *CABLES NO INVOLVED W > a 2 v UTILITIES MAY REQUIRE SEPERATE PERMIT IN POLE RELO ARE OMITTED FOR CLARIETY RESTORATION LIMITS TO BE DETERMINED 5I BY CITY ENGINEERING INSPECTOR *CAUTION SPECIAL CIRCUITS* REMOVE HLLKWAXX 5 AYTON ST SNOHOMISH COUNTY PUD 41 IHLLKWAXX 6- ZIPLY FIBE N w a 2 v 250' CUT INTO NEW HH CS AKF 600 26 C9EDM DCL,2901-3500 25' C6 AE 50 24 C9EDM DCL.3201-3225+ C9EDM DCL.2976-3000 232' C7 AKF 200 24 115' XD,1-100+C9EDM DCL.3401-3500 C3 AE 50 24 C9EDM DCL,3201-3225+ 120' C9EDM DCL,2976-3000 C8 r AKF 200 26 REMOVE ` C9EDM DCL,3001-3200 J 75' XD.1-25+C9EDM DCL.3026-3050+XD.51-58+ (C9EDM AE 25 24 IDCL.3059-3070+XD,71-75+DCL.3076-3090+ DCL.3151-3175/ XD.91-130+DCL.3131-3145+XD.146-200 70' AKF 100 24 PLACE @ C9EDM DCL.3026-3050+XD.23-34+DCL.3059-3070+XD.46-50+ DCL.3076-3090+XD.66-75+DCL.3131-3145+DCL.3206-3215 y 2'X3' HH W/R-25 LI 1 604' 24F F1 HLLKWAXX H5022.313-324+ XD.13-24 220' 24F F2 HLLKWAXX H5022,313-324+ XD,13-24 300 MDU FIBER TERMINAL 12 F3 HLLKWAXX H5018.1-7+ XD. 8-12 O% > 4 a Ln ^� " c" O j O � DAYTON S T Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way ✓ �/ REMOVE per city standards that is caused or C4 occurs during the permitted project. HLLKWAXX 4 C9 0 ZIPLY FIBER C6 ��C^ LDG TRIM50PR PROT 100 2421.101 I / C9EDM A461 I 9EDM DCL.3201-3225+DCL.2976-3000 EW 45' POLE I ET 7' SOUTH OF EXISTING 0 Y PUD W a F T 4 F- Ln ENGINEERING DIVISION .,OTED M 1 /27/202 458 RBN 96F F5 HLLKWAXX H5018.1-14+HLLKWAXX FC1031,250+ HLLKWAXX H5018.16-22+HLLKWAXX FC1031.251-252+ HLLKWAXX H5018.25-28+XD.29-96 300 F4 MDU FIBER TERMINAL 12 HLLKWAXX H5018.16-22+HLLKWAXX FC1031,251-252+XD.1-3 HLLKWAXX 105493 IN:HLLKWAXX H5018.1-7+ FT3 XD,8-12 OUT: HLLKWAXX 101939 FT4 IN:HLLKWAXX H5018,16-22+ HLLKWAXX FC1031,251-252+XD.1-3 OUT: OFDT AER SNAP 12P FT5 HLLKWAXX 85034 IN:HLLKWAXX H5018.8-14+FC1031,250+ H5018,27-28+XD.11-12 OUT: PERMIT MUNICIPALITY: EDMONDS ❑ BLANKET ❑ NO PERMIT REOUIRED ® TCP/TRAFFIC ® DETAILED(NOT BLANKET) JOINT POLE JFN/NJUNS TICKET #---- $-5Z25______ POLE OWNER: --- JOINT_OWNED_ =_ZIPLY/PUD TO------------------------------- FROM: ----------------------------- CONSTRUCTION REQUIREMENTS 9 FLAGGING ❑ BRUSHING ❑ CONTRACTOR POINTS OF CONTACT SCHEDULING: JOHN WOOD - 425-261-1412 ENGINEER: MIKE HAKAHAN - 425-949-0230 ATCO ENGINEER: LONNIE STUTZMAN - 360-563-9000 FACILITIES: EVERETT.FACILITII:S@ZIPLY.COM CUSTOMER CONTACT: R C C C I\ y / CC D CALL BEFORE YOU DIG: - 811 C C CONSTRUCTION START:______ OCT-fig 2023 IN SERVICE DATE:________________________ CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT *CONST. NOTES FACILITIES NOTES* CABLE AND TERMINAL COUNTS WILL CHANGE FOR CABLES: C5.C7. AND C8 ACCOUNT CODES 3411.004 6421 -010 2411.001 2441.001 3421.104 3422.104 2422.101 3441.004 2421 . 101 CITY OF EDMONDS PERMIT AND TCP REOUIRED Ziplyf iber FNUJtzL.I 5513572 NUMBER: L••U• HKLH: HALLS I EXCH. CODE: 51419 ZIPLY ENGR: MIKE HAKAHAN PHONE: 425 949-0230 DRAWN DATE: 05-27-2022 ATCO ENGR: L.STUTZMAN PHONE: 360 563-9000 CNTY: SNOHOMISH FILE: SCALE: TAX DISTRICT: 3748F DWG I OF 1 TWNSHP:27N RNG:3E SEC:23 \5513572-POLE RELO-410 DAYTON S 5/27/2022 11:01:01 AM pprox. distance is 6' M I � 0 New HH in sidewalk i I New Pole placed bv PUD !�. SEE ATTACHED SPECS FOR HH j pprox. distance is �'} - AT GRADE WITH PEDESTRIAN 10, �' RATED NON -SLIP LID _ LJ — 1i• T't ri � y - r sak- 1 7-4y? Q I 7-41 ■ �a • is RESU Nov 22 20 CITY OF EDMOND DEVELOPMENT SERV DEPARWENI- • arL.'' 1R� 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) V IV Workhorse Coworking Ten Gun Design 10 Studio Prominence Q James St a90 M O ❑A Edmonds Hobby Shop Q a Sugarology Edmonds Q M co 17 Rusty Pelican Cafe a) Cli Q Ereakfassi • S$ li�ARTspot Edmonds T Art supply store Little Bipsy 0 C!o-hina _*ore Booth QBeresford PLLC Lawyers Downtown Edmonds Q U.S. Bank Branch v Mosaic Salon + Spa Law Offices Caliber Home Loans 19 19(stems 19 19 it Dayton St Dayton St 19 0 riftwood Annex CL D Benne Bennett Macklash + Brow Bar Q Notary In Motion ponds Q Cafe Louvre 19 Rob Novak-CardinalQ ;' PHASE 1 Financial Company... D D J Rankin Jewelers 10�� Jewelry store Wilcox Construction Q Maize & Barley p 19 The Wishing Stone Main St Jewelry store R CJ1 ® v > MARKET Edmonds C Seafood • SS Fire & The Feast (D Italian W Red Twig Cafe and Bakery 19 Anchor Chic Consignment QTracey A. Larse Dayton St O Dayton St Salish Sea Brewing ® Co & Restaurant Las Brisas Mexican • SS �Canarino Gelato Caffe Ice Cream • SS Maple St Suite 100 W A ar St a Alder St D D ° Fifth Avenue Vanity Lash Lounge 9 9 0 Animal Hospital 19 Condominiums Shore View Apartments CG Engineering - Civil and Structural... Arista Wine CellarsQ Wine store Alder St VICINITY MAP Fir Maple St N Alder St RECEIVED OCT 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O ATCO COMMUNICATIONS SERVICES. LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPIy fiber Everett, WA 98206 U) M W > LO rn ¢ LO � v rn 06 0 I-_ Z 0 0 UJ w ? U o Z 0 ¢ 0 IY U) m w 0 Z ¢ Z U U 0 w w O O 0 0-IL 0 6i ¢ z LL1 J LL DATE: 6.01.2022 REVIEWED BY: M. BERNERT WSTCS# ES2 000313 DESIGNED BY: J. RODRIGUEZ ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: NOT TO 01 SCALE NO: 1 OF 2 LEGEND: N ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, SO SIGNALIZED INTERSECTION MAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. P H AS E APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY O ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN CONE (CANDLESTICK) SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) 4t; TYPE III BARRICADE ATCO COMMUNICATIONS SERVICES. LLLC II TRAFFIC CONTROL INSPECTION SHALL BE II www.atcotelecom.com WORKTRUCK II REQUIRED WHENEVER WORK ZONE IS SET UP 360.563.9000 ENGINEERING DIVISION II 708 First Street WORK ZONE LIMITS w II RESTORATION LIMITS TO BE DETERMINED "OTED W II Snohomish, WA98290 N II BY CITY ENGINEERING INSPECTOR WARNING SIGN II a Q 1/27/2022 OWE0!tv �_J IIII CD J �Y o II Y < ARROW ao z• p l f• ber (WHERE REQUIRED) o o U0 U-)a v' Everett, WA 98206 TRAFFICDIRECTION OF (NOT PAVEMENT MARKINGS) II II . • FLAGGER w II C\ X X II N o U) CM (AS NEEDED) w2o-1 a II < �-- II � N 3 x N II w2o-1 II M co> N II Ln DAYTON ST W21-5 W20-1 II LO < z II N (25 MPH o Q o LU Z O Applicant shall repair/replace all �'1 SIDEWALK D/1N SIDEWI 0 z w damage to utilities or frontage SIDEWALK "" p improvements in City right-of-way PARKING PARKING o ? O per city standards that is caused or .: occurs during the permitted project. ® ® <� — z O O z ^/ O �► Q I� >_ PARKING PARKING ; PARKING o ~ p OWNER/CONTRACTOR RESPONSIBLE FOR LOCAID61GALK Y " ���� cinFXAigLK D/W SIDEWAL D/" SIDEWALK nnAi _...._,. SIDEWALK v Z o ALL ON SITE UTILITIES. RELOCATION/RE O ANY a _= Y''" Y UTILITIES MAY REQUIRE A SEPERATE PERMIT. o �� WORK AREA j W20-1 3 II a O w 3 z OWNER/CONTRACTOR IS RESPONSIBLE FOR W20-1 N II \W21-5LU ii Q U Lu EROSION CONTROL AND DRAINAGE II H C, II U w N X Z Y X WORK DETAILS. II a o RECEIVED SIGN LEGEND: o Lo �II� �R o Q PLACE 4" FIBER RISER ON NEW PUD Y II >� OCT 09 2023 pCZ 2 P❑LE, PLACE 2'X3' HANDH❑LE AND 3 a II N ROAD SHOULDER � � Q Z CONNECT TO NEW RISER, MOVE ALL W n ICJ WORK O O U w AERIAL ATTACHMENTS TO NEW PUD Ln II n AHEAD WORK O U_ POLE L❑CATI❑N. II CITY OF EDMONDS W20-1 DEVELOPMENT SPOTTER NEEDED FOR PEDESTRIAN SERVICES DEPARTMENT TRAFFIC AND DRIVEWAY ACCESS, W20-1 W21-5 DATE: 6.01.2022 REVIEWED BY: M. BERNERT WSTCS# ES2 000313 NOTE: DESIGNED BY: J. RODRIGUEZ MON. - FRI. = 7:00am TO 4:00pm ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: = 4� 0 2 NO: 20F2 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 9,900 TO 22,000 > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH 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 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) LEGEND: SO 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) SIDEWALK PARKING PARKING SIDEWALK RECEIVED OCT 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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) � II JLu II � II 2Ln II II Y II C/)Lu Y II Lu � a2 W aZ II Lu C~ N a ¢ II a �- � II o II II Y J Lu w 0 u DAYTON ST (25 MPH) PARKING WHEN SIDEWALK IS CLOSED, PROVIDE PEDESTRIAN DETOUR AT NEAREST DESIGNATED CROSSWALKS SIDEWALK PARKING mt. PA a mt F PARKING SIDEWALK D SIDEWALK DM SIDEWALK vnFtnrgLK KAII� R9-11 A(L) II R9-9 II FLAGGERS WILL HAVE WORK STOP TO II ESCORT PEDESTRIANS THROUGH W❑RKZ❑NE II z Y II J Y IIQaU) II � II � �- II II 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 11. CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 1 40 1 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 1 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' R9-11 A(R) SIGN LEGEND: b II a o II II II II II Y Y SIDEWoI K INNER II 3 N �IIQ Ln II SIDEWALK SIDEWALK [Efl CLOSED CROSS HERE R9-9 R9-11 A (L) R9-11 A (R) 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.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 N M o 0000 U) � 3 a z �, LO 0 � ¢ 1-1 W Q o o6 0 o z 0 � 0 Ir :2 LU Z O ? w O ¢ z LL J U) Z T LL O 0 p o o V zw z QOf cz w I- N 1` w UM w u, DO of 0 LO Lj_J Z Q Z Q LLI U U 0 LL^J 0 0 0 Z 1__L Lu D- IL O Lu LL DATE: 6.01.2022 REVIEWED BY: M. BERNERT WSTCS# ES2 000313 DESIGNED BY: J. RODRIGUEZ ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: = 4F 03 NO: 3OF3 1 [25] X 4 [102] PULL SLOT W/ 01/4 [61 CENTER PIN 2 PLACES 2X 05/8 [16] THRU HOLE 3/8-7 LAG THREAD X 4 [102] W/01 1/4 [32] X 1/2 [13] S S HEX HEAD CAPTIVE BOLT DEEP COUNTERBORE (2 PLACES) � 03/8 [10] FLAT WASHER ® 2 PLACES QUAZITE LOGO SKID RESISTANT SURFACE MS-86 / PG2436H527V3 ! POLYMER TONGUE / & GROOVE MARKER - 3`9568� 1/2-13 UNC LIFTING BOLT 4 PLACES HANDHOLE — 24x36x24 TIER 15 RATING — BOX & 2 Pc SPLIT COVER MATERIAL ID — 11031090 TERMINATOR FOR 4" [102] CONDUIT 4 PLACES (2 EACH END) 3/8-7 LAG THREAD SELF ALIGNING, REPLACEABLE S.S. EZ-NUT 2 PLACES GALVANIZED BMT STRUT (CENTERED ONE END) NOTES: 1. CUSTOMER IS VERIZON LOGO TO BE SPECIFIED: S301Aa§s ,O,', '3��BLY IS RATED FOR A STATIC SONOWCA4UCABOLOAD OF 15,000 LBS. [66,720 N] OVER A 10 [254] X 10 [254] AREA AND CZOZ gVSA@NS A MINIMUM STATIC TEST LOAD OF 22,500 [100,085 N] IN COMPLIANCE ALN* TIER s n s Ta RIZON 1SPECCI LOADINGS AT ONS#060204IED 3. DIMENSIONS IN BRACKETS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. REPLACEMENT COVER — 24x36x3 TIER 15 RATING — 2 Pc SPLIT COVER MATERIAL ID — 924073 1.23 RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CHANNELL anus with SHIELD: The Strongest Vault System in the Industry. TT►nT'•mgftj /f/////1//,/1illlllfi;f ill?{1111ii111\ei;\\\\\\\\\\\\\\\\+\� HDPE Plastic Cover Light Duty 3,000 Ibf (13.5 kN) Composite Cover 33,750 Ibf (150 kN) Optional Composite Ring ■ 1C Ductile Iron Co with Steel Rir 56,200 Ibf (250 BULK Vault Bc 60,000 Ibf (267 WWW.CHANNELL.COM Contact: Alan Williams 541.639.9018 or awilliams@channell.com Frontier Channell Vault Part Numbers 811412019 Channell Vaults with Light Duty Lids Part Number Description Channell P/N: BULK GLB SPECIAL, BULK1730170002031 1730 24"D,FRONTIER. LOGO, PLASTIC L-BOLT Frontier UPN: LID BULK1730170002031 Channell P/N: BULK GLB SPECIAL, - BULK173017000203S 1730, 24"D, FRONTIER LOGO, SPLIT LID Frontier UPN: w/1010 PLUG, L-BOLT BULK173017000203S Channell P/N: BULK GLB SPECIAL, BULK2436170002032 2436, 24"D, FRONTIER LOGO, PLASTIC L-BOLT Frontier UPN: LID, MARKER BULK2436170002032 Channell P/N: BULK GLB SPECIAL, _ BULK2436170002037 2436, 24"D, FRONTIER LOGO, SPLIT LID - Frontier UPN: W/1212 PLUG, L-BOLT, BULK2436170002037 MARKER Channell P/N: BULK GLB SPECIAL, BULK3048170002033 3048, 24"D, FRONTIER Frontier UPN: LOGO, PLASTIC L-BOLT LID, MARKER BULK3048170002033 Channell Vaults with Tier 22 Lids Part Number Description Channell P/N: BULK SHIELD SPECIAL, BULK8170002459 3048,36"D, FRONTIER LOGO, SPLIT BOLT- Frontier UPN: DOWN LID BULK8170002459 -�- Channell P/N: BULK SHIELD SPECIAL, BULK7170001993 3048,36"D, FRONTIERi. LOGO, SPLIT BOLT- — Frontier UPN: DOWN LID BULK7170001993 gis. �iiiMM �al���� C� Channell P/N: BULK SHIELD SPECIAL, BULK4170001977 2436,24"D, FRONTIER LOGO, L-BOLT LID Frontier UPN: BULK4170001977 Channell P/N: BULK SHIELD SPECIAL, BULK317000197S 1730, 24"D, FRONTIER r _ LOGO, L-BOLT - -. Frontier UPN: BULK317000197S ��== Channell P/N: BULK SHIELD SPECIAL, { BULK2170002027 1324,15"D, FRONTIER - LOGO, L-BOLT Frontier UPN: BULK2170002027 Channell Heavy Duty Vaults and Lids — H-20 56,000 lbs Part Number Description Channell P/N: BULK GLB, 1730 BULK1730244N1020 24"DEEP, DUCTILE IRON USA LID, BLACK, ie Frontier UPN: BOLT -DOWN, NO BULK1730244N1020 LOGO Channell P/N: BULK GLB, 2436 BULK2436244N1020 24"DEEP, DUCTILE IRON USA LID, BLACK, :�l Frontier UPN: BOLT -DOWN, NO BULK2436244N1020 LOGO Channell P/N: BULK GLB, 42"DEEP, _.._ BULK2476424N1020 USA DUCTILE IRON LID, BLACK, BOLT- ??� Frontier UPN: DOWN, NO LOGO BULK2476424N1020 BULK1730241BO110 Description: BULK 17" x 30" x 24" HDPE body and cover FEATURES: 17 X 30 X 24 inches (Open Floor) • HDPE Body — HDPE Cover - Load Rated: Light Duty ANSI/SCTE 77 2010) Cover meets or exceeds ADA requiremts for slip BULK vault body is upgradeable to Tier 22 load ratings by changing the cover WEIGHT & SHIPPING: -Cover Weight: 14 Ibs -Box Weight: 34 Ibs -Assembly Weight: 148 Ibs -Loaded Pallet Weight: 205 Ibs -Per Pallet #: 4 -Pallet Dimensions: 34"L x 49"W x 31%" H LOAD RATINGS: •ANSI/SCTE 77 LIGHT DUTY CHANNELL Lift Pin for w1 jhm. r'n HDPE Cover HDPE Inside Dimensions Length Width Depth 29.5" 16.5" 24" Logo Location Cable Rack BULK2436361BO110 BULK VAULT HDPE STRUCTURAL FOAM HDPE PLASTIC COVER TM TM FEATURES: • 24" X 36" X 36" (open floor) (actual dimensions on drawing) • BULK VAULT— HDPE PLASTIC COVER - Light Duty Load Rated (ANSI/SCTE 77: 2013) • (2) Cover locking Auger bolts, Hex (9/16") or Penta (7/8") head with washer • (2) Non -Seizing Fastening System, Field Replaceable • (4) Embedded Composite Rack Support • (1) Lifting slot equipped with stainless steel pin (slot is approximately 2 %"x%") • (2) Winterized Cable Drop slide (1 %" X 1 %") • (1) Logo Disk WEIGHT & SHIPPING: • Cover Weight: 23 Ibs • Box Weight: 87 Ibs • Assembly Weight : 110 Ibs PERFORMANCE TESTING: • ANSI/SCTE 77: 2013 — Light Duty Rated (3,000 Ibs) • Bulk Vault Rated up to 60,000 Ibs. (upgradable lid) Lift Pin NnpF rnvar BI Inside Dimensions Length Width Depth 34 %" [873] 22 % " [578] 32 %" [ 8321 ead Pattern Embedded Racking (2 each side) CHANNELL B U LK3048361 BO110 Lift pin for Nama Plata Description: BULK 30" x 48" x 36" HDPE I Har body and cover FEATURES: •30 X 48 X 36 inches (Open Floor) • HDPE Body— HDPE Cover • Load Rated Light Duty (ANSI/SCTE 77 2010) • Cover meets or exceeds ADA requiremts for HDPE Coi slip resistcane • BULK vault body is upgradeable to Tier 22 load ratings by changing the cover WEIGHT & SHIPPING: HDPE B( -Cover Weight: 40 Ibs ( both halves) -Box Weight: 114 Ibs -Assembly Weight: 154 Ibs -Loaded Pallet Weight: 160 Ibs -Per Pallet #: 1 -Pallet Dimensions: 54"L x 36"W x 39"H LOAD RATINGS: •ANSI/SCTE LIGHT DUTY CHANNELL Inside Dimensions Length Width Depth 46.75" 29" 35.75" able Racking 2 per Side) BULK173024 BULK VAULT HDPE STRUCTURAL FOAM SHIELD X COMPOSITE COVER TM TM FEATURES: • 17" X 30" X 24" (open floor) (actual dimensions on drawing) • BULK VAULT— SHIELD X COVER -Tier 22 Load Rated (ANSI/SCTE 77: 2013) • (2) Cover locking Auger bolts, Hex (9/16") or Penta (7/8") head with washer • (2) Non -Seizing Fastening System, Field Replaceable • (4) Embedded Composite Rack Support • (1) Lifting slot equipped with stainless steel pin (slot is approximately 2 %"x%") • (1) Logo Disk WEIGHT & SHIPPING: • Cover Weight: 26 Ibs • Box Weight: 34 Ibs • Assembly Weight : 60 Ibs PERFORMANCE TESTING: • ANSI/SCTE 77: 2013 -TIER 22 Rated (33,750 Ibs) • AS3996 — Class C • EN124 Class B125 • ASTM C1028-07 & AS-4586 (Slip Resistance) • 10,000 Hour Xenon -Arc Exposure (No fiber -bloom) • ASTM D635-06 (Flammability) Lod BULK Vault Inside Dimensions Length Width Depth 29.5" 16.5" 22" AAA�OOOo Oo000 �OOOo Oo000 ead Pattern :)vered Lift Pin ,nbedded Racking) (2 each side) CHANNELL BULK243624 BULK VAULT HDPE STRUCTURAL FOAM SHIELD X COMPOSITE COVER TM TM FEATURES: • 24" X 36" X 24" (open floor) (actual dimensions on drawing) • BULK VAULT —SHIELD X COVER -Tier 22 Load Rated (ANSI/SCTE 77: 2016) • (2) Cover fastener auger bolts, Hex (9/16") or Penta (7/8") head with washer (304 stainless steel) • (2) Non -Seizing Fastening System, Field Replaceable • (4) Embedded Composite Rack Support • (2) Lifting slot equipped with stainless steel pin (slot is approximately 2 %"x %") • (1) Logo Disk • Stainless steel hardware is 300 series. WEIGHT & SHIPPING: • Cover Weight: 47 Ibs • Box Weight: 55 Ibs • Assembly Weight : 102 Ibs PERFORMANCE TESTING: • ANSI/SCTE 77: 2016 - TIER 22 Rated (33,750 Ibs) • AS3996 — Class C • EN124 Class B125 • ASTM C1028-07 & AS-4586 (Slip Resistance) • 10,000 Hour Xenon -Arc Exposure (No fiber -bloom) • ASTM D635-06 (Flammability) Covered Lift Pin BULK Vault SHIELD X Cover Inside Dimensions Length Width Depth 34 %" [873] 22 %" [578] 21" [533] M C= C= 00000000 M C-M0 HE coOHcoHO Anti -Slip Tread Pattern Embedded Racking - (2 each side) CHANNELL BULK304836 BULK VAULT HDPE STRUCTURAL FOAM SHIELD X COMPOSITE COVER TM TM FEATURES: • 30" X 48" X 36" (open floor) (actual dimensions on drawing) • BULK VAULT — SHIELD X Split COVER- Tier 22 Load Rated (ANSI/SCTE 77: 2016) • (4) Cover fastener auger bolts, Hex (9/16") or Penta (7/8") head with washer (304 stainless steel) • (4) Non -Seizing Fastening System, Field Replaceable • (4) Embedded Composite Rack Support • (1) Lifting slot equipped with stainless steel pin (slot is approximately 2 %"x %") • (1) Galvanized Center Beam • (2) Logo Disk • Stainless steel hardware is 300 series. WEIGHT & SHIPPING: • Cover Weight: 50 Ibs (Per Half) • Box Weight: 129 Ibs • Assembly Weight : 229 Ibs PERFORMANCE TESTING: • ANSI/SCTE 77: 2016 - TIER 22 Rated (33,750 Ibs) • AS3996 — Class C • EN124 Class B125 • ASTM C1028-07 & AS-4586 (Slip Resistance) • 10,000 Hour Xenon -Arc Exposure (No fiber -bloom) • ASTM D635-06 (Flammability) Covered Lift Pin SHIELD X Split Cover Inside Dimensions Length Width Depth 46 %" [1180] 28 %" [730] 32 %" [832] nnn—0000 CE D���o �C=oH� and Pattern ?d Racking i side) CHANNELL BULKU366036 BULK VAULT HDPE STRUCTURAL FOAM SHIELD X COMPOSITE COVER TM TM CCATI MCC- * 36" X 60" X 36" (open floor) (actual dimensions on drawing) • BULK Vault — SHIELD X Split cover- Tier 22 Load Rated (ANSI/SCTE 77: 2016) • (4) Cover fastener auger bolts, Hex (9/16") or Penta (7/8") head with washer (304 stainless steel) • (4) Non -Seizing Fastening System, Field Replaceable • (4) Embedded Composite Rack Support • (1) Lifting slot, per cover, equipped with stainless steel pin (slot is approximately 4 1/2"x 3/") • (1) Galvanized Center Beam • (1) Logo Disk • Stainless steel hardware is 300 series. • Available with flush to surface pad lock box. WEIGHT & SHIPPING: • Cover Weight: o Fixed Half 76 lbs. o Lock Half: 80 lbs. • Box Weight: 209 lbs • Assembly Weight : 365 lbs PERFORMANCE TESTING: • ANSI/SCTE 77: 2016 - TIER 22 Rated (33,750 lbs) • AS3996 — Class C • EN124 Class B125 • ASTM C1028-07 & AS-4586 (Slip Resistance) • 10,000 Hour Xenon -Arc Exposure (No fiber -bloom) • ASTM D635-06 (Flammability) SHIELD X SPLIT COVER COVERED LIFT LOGO DISK I BUI Inside Dimensions Length Width Depth 58 1/4" [1480] 34 3/4" [883] 32 5/8" [829] 598" 1514 3' 76j Ej0 HCH o JOJo�O� o coHE ANTI -SLIP TREAD PATTERN EMBEDDED RACKING (2 EACH SIDE) CHANNELL BULK1730244N1020 HDPE STRUCTURAL FOAM / DUCTILE IRON COVER AND SUPPORT RING Channell's BULK Assembly FEATURES: •17"X 30" X 24" inches (Open Floor) •HDPE Body — Ductile Iron Cover - Load Rated EN 124 Class C250 •1 Galvanized Steel support frame •1 Cover locking bolts per cover half •2 Temporary drop doors: 1 each side •4 Hot dipped galvanized cable rack supports, 2 each side (approx. 84 inches total of galvanized metal material, rack hardware bolts are also to be stainless steel) •1 lifting slot per cover half • Meets or exceeds the ADA requirements for slip resistance WEIGHT & SHIPPING: •Cover Weight: 95 Ibs •Box Weight: 34 Ibs •Assembly Weight: 170 Ibs •Loaded Pallet Weight: 342 Ibs •Per Pallet #: 2 •Pallet Dimensions: 54"L x 36"W x 39"H LOAD RATINGS: •EN 124 Class C250 •AASHTO H-20 •Assembly should be installed according to manufacturers recommendations Lifting hole for Cover Cover Sur HDPE Body Inside Dimensions Length Width Depth 29" 16.5" 24" Ductile Iron le Racking 3er Side) CHANNELL CHANNELL BULK GRADE LEVEL VAULT BULK2436244N1020 HDPE MOLDED BOX/DUCTILE IRONCOVERS FEATURES: • BULK vault body: HDPE structural foam (plastic) body w/ embedded, factory installed metal racking • 2 HDPE Body — HDPE 24" x 36" x 24" (Open floor) • 2 Covers- Ductile Iron split lid with galvanized steel support frame and center support beam • 2 SHCS bolt down locations • Load Rating- AASHTO H-20 • Galvanized steel step racks — 4 places • Meets or exceeds the ADA requirements for slip resistance WEIGHT & SHIPPING: • Cover Weight: 235 lbs. • Assembly Weight: 373 lbs. • Loaded Pallet Weight: 765 lbs • Per Pallet #: 1 • Pallet Dimensions: 34"L x 44" W x 30" H LOAD RATINGS: • AASHTO H-20 • See attached Color Coded Placement Guide • EN125 Class C125 • Must be installed per manufacturers instructions CHANNELL Ductile Iron Covers Lifting Slots 1 3/4" 24" VAULT BELOW FLANGE HDPE vault body Inside Dimensions Length Width Depth 34.375" 22.75" 24" a\ 19 1/2" 1 3/4" -� Support Beam Step Racking FLANGE: 29 3/4" X 43 1 /4" BULK2476423N1020 Description: BULK 24" x 76" x 42" HDPE body and Ductile Iron covers with Galvanized Steel support frame FEATURES: • BULK vault body: HDPE structural foam (plastic) body w/ embedded, factory installed metal racking • Body- HDPE w/ Open floor • Cover- 4 piece Split Ductile Iron Covers w/ Bolt down locking system • 1 Galvanized Steel support frame • 2 galvanized steel support beams • 4 Stainless Steel SHCS bolts for lock down of covers • 6 Galvanized Steel step racks • Meets or exceeds the ADA requirements for slip resistance WEIGHT & SHIPPING: • Cover Weight: 470 Ibs • Assembly Weight: 750 Ibs • Loaded Pallet Weight: 775 Ibs • Per Pallet #: 1 • Pallet Dimensions: 30" x 84" x 47" LOAD RATINGS: • AASHTO H-20 CHANNELL Lifting slot (6 places) ° a c' ° - ° o a Galvanized steel support frame Embedded/ Metal Racking — not shown Inside Dimensions Length Width Depth 74.375 22.75 44" Ductile Iron Split Covers SHCS Bolt access holes , (4 places) HDPE Body RECEIVED CITY OF EDMONDS Right -of -Way Application #1387000 - 5513572 OCT 09 2023 MyBuildingPermit.corn CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Applicant First Name Last Name Company Name Arianne Mommsen Ziply Fiber Northwest LLC Number Street Apartment or Suite Number E-mail Address 426 E Casino Road arianne.mommsen@ziply.com City State Zip Phone Number Extension Everett WA 98208 (425) 350-7152 Contractor Company Name ZIPLY FIBER NORTHWEST LLC Number Street Apartment or Suite Number 1220 75th St SW City State Zip Phone Number Extension Everett WA 98203 (425) 231-3928 State License Number License Expiration Date UBI # E-mail Address ZIPLYFN782L3 5/25/2024 iyini i4gn caitlin.reid@ziply.com Project Location Number Street Floor Number Suite or Room Number 410 DAYTON ST City Zip Code County Parcel Number EDMONDS 98020 27032300406900 Associated Building Permit Number Tenant Name 5513572 Additional Information (i.e. equipment location or special instructions)_ Work Location Property Owner First Name Last Name or Company Name WINSLOW LLC Number Street Apartment or Suite Number 18445 16TH AVE NW City State Zip SHORELINE WA 98177 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: 10/8/2023 Submitted By: Arianne Mommsen Page 1 of 2 CITY OF EDMONDS M BuitdingPermit.com Right -of -Way Application #1387000 - 5513572 Project Contact Company Name: Ziply Fiber Northwest LLC Name: Arianne Mommsen Email: arianne.mommsen@ziply.com Address: 426 E Casino Road Phone #: (425) 350-7152 Everett WA 98208 Project Type Activity Type Scope of Work Utility Purveyor Utility Work No Disturbance of Surface Project Name: 5513572 Description of PLACE 4" FIBER RISER ON NEW PUD POLE. PLACE 2'X'3 HANDHOLE AND Work: CONNECT TO NEW RISER. MOVE ALL AERIAL ATTACHMENTS TO NEW PUD POLE LOCATION. Project Details Project Information Job Number 5513572 Page 2 of 2