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ENG2023-0270 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NU City of Edmonds J • :i 1 1 www.edmondswa.gov i Description: ZIPLY-RESTORATION ON SIDEWALK INSTALL HH ISSUED: 08/07/2023 Address: 555 DAYTON ST EDMONDS WA 98020-3601 EXPIRES: 02/03/2024 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00434212002100 I 11-14111 a i i NAME TYPE NAME ADDRESS PHONE APPLICANT ARIANNE MOMMSEN 1800 41ST ST STE N-100, EVERETT WA 98203 (402)670-8384 CONTACT ZIPLY 1800 41ST STREET STE N-100, EVERETT WA 98203 (830)329-1982 CONTRACTOR ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230 OWNER 555 DAYTON LLC 710 WALNUT ST, EDMONDS WA 98020-3422 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $45.00 $45.00 ENG - INSPECTIONS $252.00 $252.00 ENG - INSPECTIONS $126.00 $126.00 RIGHT-OF-WAY PERMIT - STANDARD $378.00 $378.00 REQUIREMENTSMJ 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 �0 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: 08/07/2023 Printed: Monday, August 07, 2023 12:49:54 PM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT NU E City of Edmonds 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 X-2 ENGINEERING FINAL** E-7 DRY UTILITY LOCATION E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS Printed: Monday, August 07, 2023 12:49:54 PM 2 of 2 RECEIVED J U N 07 2023 Lti�y of ED%4,,, lNC. 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. 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 5510676 Site Address or if no site address use Property Address at NW corner of project area: 555 Dayton St, 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 PointofContact Mike Hakahan Title Engineer Address1800 41 st St., Ste. N 100 city Everett State WA zip 98203 Phone 425-949-0230 Email mike.hakahan@ziply.com AuthorizedContractor and Agent •below) Name of Company Ziply Fiber Northwest, LLC Primary Name Mike Hakahan Agent Name Mike Hakahan Title Engineer Title Engineer Mobile 425-949-0230 Addressl800 41st St. Ste. N100 Email mike.hakahan@ziply.com city Everett I State WA zip 98203 Secondary Name Phone 425-949-0230 Title Email mike.hakahan@ziply.com Mobile City of Edmonds Business License No: 313-013-420 Email State License No: ZIPLYFN782L3 0 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 A Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: V 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.) Telecommunications and broadband provider Ziply Fiber to Pjestore 5x5 panel and p[lace a 17x30 HH on the planter strip RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF Alley 72 hours + LF JxJ F SF Parking 72 hours + LF JxJ LF SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. The work in the right of way is on or for the following type of facilities: * telecommunications ❑ 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? v • 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? Y 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? Y 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? Y 5. Does the work involve proposed additions to an aboveground utility system? If es: Y Are the additions for the purpose of serving new commercial development? Iv Are the additions for the purpose of serving a single-family residential subdivision? I Details of • to be Completed ®i 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 CONSTRUCTION NOTES • Place new 10' double alley (side) arms on new pole to hold up existing strand with fiber cable splice location at old pole location. MAIN ST • Open cut sidewalk and trench to lay riser cables down from old pole to new pole location with split duct and new PVC. •• Place new Quazite HH at old riser 1 �3r 2 location to protect UG pathway and place I (2) new 2" PVC to existing PED as well as O new plastic 2x3 HH described below. 1 •• Upsize existing copper PED and lay "C13" and "C15" into upsized PED and cut off for new splice. Run new 12-pair LLJ 1 > Q copper drop from upsized PED up new I riser at new pole to keep working I I customers in service at "C7," "C18," 1 "C19," and "C20" per cable run info. I 1 •• Place new 2x3 plastic HH next to existing PED to contain new "74" & 75" fiber cut 1 splices. Place new 150' section of 24F & I A 12F cables from splice case to cut existing "F4" & "F5" cables at splice case 1 F9 and pull back old slack into new risers - - - and 2x3 HH for section replacement. • Remove old pole. ----------- • Be safe and have a great day! F1 1219 01.2007 c1 YJD 360 HLLKWAXX FC1031,1-66+ XD,67-360 F2 394 06.2008 RBN 288 HLLKWAXX H5021,1-19+ XD,20-24+ HLLKWAXX H5021,25-29+ XD,30-33+ HLLKWAXX H5021,34-208+ 0 XD,209-288 F3 618 06.2008 RBN 288 HLLKWAXX H5021,1-19+ XD,20-24+ c3 HLLKWAXX H5021,25-29+ XD,30-33+ HLLKWAXX H5021,34-144+ XD,145-208+ XD,209-288 c4 Fa 920 09.2012 24-FIBER 24 HLLKWAXX H5021,157-161+ XD,5-8+ cs HLLKWAXX H5021,165-172+ XD,18-24 F5 HLLKWAXX 96830 - 500' TAILO 230' AKF 300 24 C9EDM DBJ,1201-1254+ XD,1255+ C9EDM DBJ,1256-1260+ XD,1261+ C9EDM DBJ,1262-1286+ XD,1287+ C9EDM DBJ,1288-1297+ XD,1298+ C9EDM DBJ,1299-1500 356' MKF 1200 26 C9EDM 3R3,1-600+ C9EDM 3R3,1201-1500+ XD,1501-1800 370' AKF 400 24 C9EDM DBJ,1-100+ XD,101-150+ C9EDM DBJ,151-400 232' AKF 400 26 C9EDM DBJ,501-900 58' AKF 50 24 C9EDM DBJ,851-900 HLLKWAXX H5021,173-178 c6 178' Fs 174 12.2008 AKF 24 RBN 24 C9EDMO DBJ,851-900 XD,1-9+ C7 BLDG TRM 50PR HLLKWAXX H5021,202-208+ C9EDM D321 XD,17-24 C9EDM DBJ,851-900 F' HLLKWAXX 96826 - 50' TAIL ca PED TRM 50 PAIR HLLKWAXX H5021,202-208+ HLLKWAXX 2502P7S1 XD,8-12 C9EDM DBJ,801-850 FB HLLKWAXX 85179 - 500' TAILC9 HLLKWAXX H5021,191-201+ AKF 50 26 5 AKFC9E5 XD,12 DBJ,801-850 Fg ( BLDG TRM 50PR PROT HLLKWAXX 85182 - 1,000' TAIL C9EDM D781 HLLKWAXX H5021,179-190 C9EDM DBJ,801-850 (7j 120' AE 25 24 C9EDM DBJ,651-675 BLDG TERM 51PR PROT C9EDM A613 XI -25+ C9EDM DBJ,651-675 0 245' AE 25 24 C9EDM DBJ,601-625 0 BLDG TERM 26PR PROT C9EDM 8291 C9EDM DBJ,601-625 0 125' AE 25 24 C9EDM DBJ,626-650 0 4688-F/50PR TERM C9EDM E414 C9EDM DBJ,626-650+ XD,651-675 0 332' AEF 100 24 C9EDM DBJ,501-600 0 0 25 C9EDM 872 C9EDM DBJ,501-525 00 25 C9EDM 5314 C9EDM DBJ,526-550 F3 F1 I PERMIT P.2 MUNICIPALITY: CITY OF EDMONDS F4 --- ❑ BLANKET ❑ NO PERMIT REQUIRED -�- 10 ®DETAILED(NOT BLANKET) - Z I C2 - - JOINT POLE MAIN ST JFN/NJUNS TICKET # Q 1 III �3 P.2 TO: OWNER: II I C72j FROM: 1 I iI i CONSTRUCTION REQUIREMENTS P ❑ FLAGGING El BRUSHING O 1 F3 I III C6 29 CONTRACTOR 1 I I POINTS OF CONTACT __ CS F5 SCHEDULING: JOHN WOOD - 425-261-1412 F9 7S ENGINEER: MIKE HAKAHAN - 425-949-0230 F8 F6 F5 FACILITIES: SHAWN CONKLIN - 425-263-4010 F9 1 i I IF4 CUSTOMER CONTACT: C9 8 I CALL BEFORE YOU DIG! - 811 (� 1 CO �I 1 CONSTRUCTION START: �� I IIII IN SERVICE DATE: 1 1 F8 z F4 I I I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS -BUILT IS IN COMPLIANCE WITH FRONTIER QUALITY STANDARDS AS F7 I 3 I IDENTIFIED ON THE IPQIP CHECKLIST. C1 J DAYTON ST F 1 - - - - - - (SIGNATURE AND DATE) _ DAYTON ST UNITS/ACCT CODES ENGINEERING DIVISION I 1 III ...,7TED 18/07/2022 I > � I �� II�III Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way IIII per city standards that is caused or 1 occurs during the permitted project. I I IIII I I 1 IIIIII OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE I 1 IIII MAPLE ST III - _ - _ - - - MAPLE ST SCHEDULE INSPECTION FOR CITY INSPECTOR TO MARK OUT APPROVED LOCATION FOR NEW HANDHOLE. 0 TRMUKN 25 2421.101 C9EDM E462 C9EDM DBJ,551-575 RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. IIII 1 7 I IIII 1 IIII 1 1 FD I�LLKWAXX 5\FC031,115-126+ IN:HLLKWX XD,13-28_ -432OUT:HAX21,1 1 3600 1201 2422.101 G C9EDM BJ IN: C9EDM 3R3,1501-1800+ C9EDM 1R3,1001-1050+ C9EDM 1R3,1151 -1500 C9EDM 3R3,2001-2100 XD,801-1200 I OUT: C9EDM DBJ,1-180 + XD,3001-3600 REVISI 1& 111.- %.W 111- YB CITY OF EDM NDS ziply HLLK-JPN23353 Overdue 555 Dayton Ave @ 117 6th Ave S ALDER ST51419 1 FTWNSHP:27N PROJECT NUMB R: 5510676 C.O.AREA, WAH EXCH.CODE: WA HALLS LAKE DRAWN DATE: 1119/2021 ENGR: MIKE HAKAHAN PHONE: 425 949-0230 CNTY: Snohomish FILE: 5510676,DWG SCALE 1100 TAX DISTRICT:3748F DWG 1 OF 2 RN& 3E ISEC 24 COPPER CABLE WORKERS DBJ 5071 DBJ 5481 DBJ 555 X DBJ 5761 DBJ 5991 DBJ 6281 DBJ 6331 DBJ 6421 DBJ 6441 DBJ 645 X DBJ 6461 DBJ 648 X DBJ 8281 DBJ 842 X DBJ 843 X DBJ 345 X DBJ 84X UNITS/ACCT CODES DRECEIVED DBJ 8491 DBJ 363 X J U N 07 2023 DBJ 864 X *Please note that pairs 576 & 599 CITY OF EDMONDS appear to have been shotgun into DEVELOPMENT a different cable due to the distant SERVICES DEPARTMENT address per the cable run info. i REVISIONS ziply HLLK-JPN23353 Overdue 555 Dayton Ave @ 117 6th Ave S PROJECT CO AREA, 51419 NUMBER: 5510676 EXCH.CODE: WA HALLS LAKE DRAWN DATE: ENGR: MIKE HAKAHAN CNTY: Snohomish 1119/2021 PHONE:425.949-0230 FILE: 5510676,DWG SCALE, 1:100 TAX DISTRICT:3748F DWG 2 OF 2 TWNSHR 27N RN& 3E SEC 24 ,=- City of Edmonds Map Title RESUB Jul 12 2023 1 244 CITY OF EDMONDS 8-406 15 DEVELOPMENT SERVICES DEPARTMENT IRO Legend C* Storm Catch Basins ■ Edmonds N O � O �16 O ■ Private ■ Infiltration O Storm Manholes Edmonds O O Private ® Infiltration Detention Facilities Culvert PD8-15 . <all other values, — -815 8" •PVC CRE 8812 o Yes 8" C PP 8-813 8" CL& 8" CLAY ° Facility Feature Creeks 17x30 Quazite Storm Line vault placed at <allothervalues> grade within No, BNSF; No, COUNTY; No, LYNI MOUNTLAKE TERRACE, No, POF SHORELINE, No, STATE; No, WO, landscape Strip — Yes, EDMONDS; Yes, PRIVATE; 1 area at least 5' 117 Facility Lines away from City Storm Ditch utilities. af Hydrants C « Edmonds M� PDO-16 z ) C( Other F� PRV Valves 0 OPEN � CLOSED Er -816 O Blowoffs rVac s Fittings -131r8-1315 I oN 8-1294 ❑ COUPLING p BURIED VALVE OD ❑ DOMESTIC 08-1297 n OVERLAP 8-1312 8-1313 — 24"FIp 1 "HDPE -1319 12"HDPE 1 "HDPE ALTITUDE VALVE 10" Conc te-CIAP1314 10 8 w 8" PVCWill 8-58B a Fireline - 1: 379 1z" DI 8-265 B 88�D 1r' DI > y 8-11 E 12DI 12" DI Notes 8 -1 8-264A 8-265C 0 12938 265A O 63.1 0 31.57 63.1 Feet This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may WGS_1984_Web_Mercator_Auxiliary_Sphere -- __ --- �-- --- ---- -��----- -- --�---....-- -- - - © City of Edmonds THIS MAP IS NOT TO BE USED FOR DESIGN OR CONSTRUCTION RESUB CITY OF EDMONDS Jul 2023 � OF g j�� OF CITY OF EDMONDS DEVELOPMENTVICES DESERVICES PLAN REVIEW COMMENTS ENGINEERING DIVISION (425) 771-0220 �sr. i xao City Website: www.edmondswa.gov DATE: July 21, 2023 TO: Ziply Fiber mike.hakahan@ziply.com FROM: Natalie Griggs, Engineering Technician engineeringpermits@edmondswa.gov RE: Application #: ENG2023-0270 Address: 555 Dayton St Project Description: Sidewalk Restoration — BO Pole, Install HH During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit revised plans/documents through www.MyBuildingPermit.com. All previous comments were addressed from June 21, 2023 review. Clarification is still needed on the handhole placement. Please address the following comments: COMMENTS ON RESBUMITTAL 1) Please show in a street view photo where exactly the handhole will be placed. a. There is already a handhole in the landscape strip across from the new pole (circled in photo below). - Same position as circled HH below b. Is this Ziply's handhole or will Ziply be installing another one next to this handhole? Replacing existing handhole 2) If the handhole that is currently there is Ziply's, is the proposal just for sidewalk restoration? Please confirm. NOTE FROM ENGINEER - We placed a temporary handhole in the location being described, but would like to replace it with a permanent traffic rated vault in the exact same location. It will be the same color as the sidewalk and can be done during any sidewalk restoration. So yes it is a Ziply vault, which we want to pull out, and put a new permanent one in the exact same position. ■I Page 2 of 2 1/2-13 UNC CORROSION RESISTANT INSERT 2 PLACES PENING K 27 [686] NOTE: RESUB Jul 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT THIS BOX IS RATED FOR ANSI/SCTE 77 TIER 15 APPLICATIONS. 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) Rays 0f•Edrn nds -R,qj Ihnuts . `. Salt and Iron'' v r' Coastal Community Bank Coastal j` 71 Community Bank Art; useum i St Dayton St Dayton St � w n a z Cn cn 3est =:-_ "iPlus Alder St -Amor --larbor Inn rl �u CD C 1 r- 'gas Sprague St e m Sprague St Edmonds St Ed,r71Q�,d rn Bell St Bell St Bell St I Midnight Cookie Co z Frances Anderson Center AM MARKET Edmonds Edmonds Library- Main St Sno-Isle Libraries 19 3 } A Edmonds Library 1p Dayton St Dayton St Dayton St 00 Cafe Louvre WORK AREA 9 Canarino Gelato Caffe Maple St SS Framing, 'Inc Maple St h Alder St Beck's Tribute Center 19 Beck Ln Walnut Street Coffee 9 Walnut St N CL Kelso Ct Shelleberger Edmonds Bowl Creek Ace Hardware Howell Way I I . Hazel Miller Spray Park Drifter Media Alder St Beck Ln 0 CY, VICINITY MAP Alder St .�T 9 C Walnut St Walnut S I Cedar St co Magnolia Ln rmn Spruce Styes\ N RESUB Jul 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AlO ATCO COMMUNICATIONS SERVICES, LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 C) o Q U) (1 LD a 0) M LLn zz U (fl o N � w Cv N LLJ N Q O0 > a T o LLJ U W LO LO I` _ to Cn Ln J � Ckf LU 0 U LU m Lu Z U < U Z O LLI 2 LU LU a z O o_ O d U O LLI LL DATE: 6.22.2023 REVIEWED BY: K.BUXTON WSTCS# 013250 DESIGNED BY: M. COMER ATCO CONTACT: 830.329.1982 michael.comer0atcotelecom.com SCALE: SHEET: S� A ET T� 01 NO: 1 OF 2 LEGEND: 0 0 O'O'O 1 SIGNALIZED INTERSECTION CONE (CANDLESTICK) TYPE III BARRICADE WORKTRUCK WORK ZONE LIMITS WARNING SIGN ARROW BOARD (WHERE REQUIRED) DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) FLAGGER-SPOTTER FLAGGER STATION SIGN LEGEND: SHOULDER WORK W20-1 (ED R9-11 a(L) AR-217 ROAD CLOSED SIDEWALK CLOSED CROSS HERE R11-2 R9-11a(R) SIDEWALK CLOSED R9-9 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) Police and Fire to be Notified at least 48hrs before traffic control setup if Alley is closed. Traffic control setup to be c000rdinated with trash haulers if Alley closed, TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR 6TH AVE S (25 MPH) VALK SIDEW, SHOULD a \�W20 SHOULDER W20-1,/ N CLOSURE )E . POLE R11-2 f -9 0 1 0 c OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 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 r_1_00_,_ 123' 172' 74' 100, 150, COORDINATE WITH MAIN STREET COMMONS CONSTRUCTION PROJECT W20-1J �4 o o a o � w = ow 0 W21-5 N X- R9-11 a(L) R9-9-\ W21-5-,,, SIDEW< / \{ a SHOULDER GRASS SIDE VALK ;IDEWALK R9-11 a(R) X C') e,,-W20-1 to 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. AR-217 In � t JULDL PHASE 1 a N C❑NSTRUCTI❑N TO PLACE NO PARKING SIGNS 72 HOURS PRI❑R TO START WORK ❑O WORK DETAILS: Restore 5x5 panel and place a 17x30 HH on the planter strip, x SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, PiTP015 u a SHOULDER SIDEWALK 6TH AVE S o (25 MPH) W21-5 W20-1 NOTE: MON. - FRI. = 7:00am TO 4:00pm 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' ENGINEERING DIVISION . "DTED p(I 18/07/2022 dt" O __N ATCO COMMUNICATIONS SERVICES. LLC www.otcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 Q W n 3: LU C Q Ln o cc W W Q z O LO 0 u') vi RESUB Q o Jul 19 2023 z Q I- I- z O CITY OF EDMONDS U U DEVELOPMENT SERVICES w w Q DEPARTMENT 0 0Of U lr_ 0 0- EL CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 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. 3 z Cl) N 0 CV c14 N IL a) a) IY O o Cz^// 0 LO L DATE: 6.22.2023 REVIEWED BY: K.BUXTON WSTCS# 013250 DESIGNED BY: M. COMER ATCO CONTACT: 830.329.1982 michael.comer@atcotelecom.com SCALE: SHEET: =5C 02 NO: 2OF2