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APPROVED ENG2024-0060 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT EF3 ' City of • • . 121 Sth Ave N, Edmonds WA 98020 ENG2024- 060] IL www.edmondswa.gov Description: ZIPLY-TRANSFER WIRES FROM OLD POLES TO NEW; REMOVE OLD POLES ISSUED: 03/14/2024 Address: 20406 76TH AVE W EDMONDS WA 98026-6804 EXPIRES: 09/14/2024 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00614300000100 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT ARIANNE MOMMSEN 426 E CASINO RD, EVERETT WA 98208 (402)670-8384 CONTACT ZIPLY FIBER NORTHWEST LLC 426 E CASINO RD, EVERETT WA 98208 (402)670-8384 CONTRACTOR ZIPLY FIBER NORTHWEST LLC 1220 75TH ST SW, EVERETT WA 98203 (425)231-3928 OWNER EDGEWOOD BAPTIST CHURCH- 20406 76TH AVE W, EDMONDS WA 98026 EDMONDS 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: 03/14/2024 Printed: Thursday, March 14, 2024 8:39:56 AM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT City of Edmonds ... - •:� 1 11.1 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 X-2 ENGINEERING FINAL** E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS Printed: Thursday, March 14, 2024 8:39:56 AM 2 of 2 RECEIVED Lti�y of ED%�O� 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. Feb 13 2024 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 6004301 Site Address or if no site address use PropertyAddress at NW corner of project area: 20406 76th Ave W, Edmonds, WA 98026 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 Address426 E Casino Rd city Everett State WA zip 98208 Phone 425-949-0230 Email mike.hakahan@ziply.com AuthorizedContractor and Agent •below) NameofCompany Ziply Fiber Northwest, LLC 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 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 VI 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 91 Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: 0 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 access poles along 76th Ave W and transfer existing utility attachments to new poles, remove old poles. 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? 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? 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 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? I I How many are to be added? 6b. Does your project involve poles? If yes: How many poles are existing in the project area? 2 What is the height of the existing poles? , How many poles are to be removed? 2 Are additional poles to be laced? No How many? 10 1 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: � ' ' 4m-la� DATE: 2i9i2024 APPLICANT PRINTED NAME: Eli Hersman APPLICANT TITLE: TCP Permit Specialist NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT-COM OBL I G- TRANSFER AND REMOVAL 683' FACILITIES TO NEW PUD POLES JPN #118442 0 Cg C95 C� C95E'' SS 2700 26 C95ES 14,1-2000+ XD.2001-2200+ C95ES 14,2201-2700 203RD ST SW 0 HLLKWAX� 1 1 -2 I SNO CO PUA #9301 Q I \ POLE PL U \ BY PUD / 683' SS 1500 26 95ES 21.1-600+ — XD.601-700+ LLJ ES 21.701-1100+ F1 > O C95ES 17.1-25+ Q XD,26-50+ 5ES 17.51-200+ _ ~ 26,1201-1300+ F2 � XD.201-300 HLLKWAXX 4 REMOVE 25' AE-STUB 900 24 — XD. 1 -25+ C95ES 17.26-501,ff XD, 51 -1 2fi+ C95ES 17,251-�?5+ XD.151 900 AQ POLE PLI C10 BY 10'L i HLLKWAXC 22S1 SNO CO PUD 9702 0 10 C95ES 715 C95ES 2.216-225 686' SS 2700 26 C95ES 14.1-2000+ XD,2001-2200+ C95ES 14.2201-2700 3 686' LLJ > SS 1500 26 Q C95ES 21.1-600+ XD,601-700+ _ C95ES 21.701-1100+ F- C95ES 17.1-200+ Lfl C95ES 26.1201-1300+ C95ES 17,201-300 OF ZIPLY FOR CITY STREET IMPROVEMENT RESTORATION LIMITS TO BE DETERMINED WORK SITE ADDRESS: BY CITY ENGINEERING INSPECTOR 20406 76TH AVE W, LYNNWOOD, WA �HLLKWAXX 24 THIS PROJECT WILL TRANSFER Z I PY FACILITIES TO NEW PUD ZIPLY FIBER POLES PLACED FOR CITY ROAD IMPROVEMENT. ZIPLY WILL TRANSFER FACILITIES, REMOVE COPPER CABLES, DROPS, THAT CAN BE REMOVED AND PLACE ONE NEW POLE DUE TO SIDEWALK c1 CONFLICT. ALL POLES, OF WHICH ZIPLY IS LAST ON, WILL BE REMOVED. -HL-EKWAXX 22 — — — — — — — — — — — — — — — — ---- ZIPLY FIBER i /�F*PL *TRIM OUT AE—STUB 900 24 FROM SS 1500 26 IN MH 4 A*REMOVE 900 PR OUT OF DUCT/RISER L — ANCHOR AND DG AT NEW PUD POLE SET ANCHOR 2' IN FROM PUD ANCHOR (10' LEAD) I HLLKWAXX 21 3-111 *TRANSFER 10M STRAND TO NEW POLE � *PLUMB TWO (2) 4" CONDUITS TO NEW POLE :J I *REMOVE POLE/DG/ANCHOR — — — — — — — — — — — — — — — — — — — — — — — PERMIT MUNICIPALITY: LYNNWOOD/EDMONDS ❑ BLANKET ❑ NO PERMIT REOUIRED ® TCP/TRAFFIC Cif DETAILED(NOT BLANKET) JOINT POLE JFN/NJUNS TICKET u- 1-1 8442------- POLE OWNER:__ PUD/ZIPLY TO:------------------------------- FROM:----------------------------- CONSTRUCTION REQUIREMENTS ® FLAGGING ❑ BRUSHING (LIGHT BRUSHING) ❑ CONTRACTOR TWO PERMITS NEEDED Feb13 2024 LYNNWOOD,EDMONDS TCP NEEDED CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT NO NEW POLES SHALL BE PLACED IN EDMONDS RIGHT-OF-WAY UNDER THIS PERMIT APPROVAL *CONST. NOTES PUD ENGINEER: KARL HAACK— (425) 670-3208 PROJECT CONTACT: jEROME (JJ) DIDIER PERTEET INC. — (360) 480-8851 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROLAND DRAINAGE CAS CODES 6421.000 3421.304 2421.101 3422.104 2411.001 6422.000 3411.504 2441.001 2441.001 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. TRANSFER EXISTING COPPER DROP TO NEW PUD POLE B I REMOVE POLE ------------ � � 7 _ ZIPIYT iber -- _J;8 Applicant shall repair/replace all I— TRANSFER ATTACHMENT damage to utilities or frontage I D I i*TRANSFER FIBER DROP IF EXISTING I improvements in City right-of-way *REMOVE COPPER DROPS TO HOUSE AND REMOVE NID way 9 per city standards that s caused or L _ � *REMOVE POLE occurs during the permitted project. L--------------------� T� _ _ _ _ _ _ _ _ _ _ _ PROJECT6004301 / P-075874 C.O. AREA: LYNNWOOD J LPL 35' CL 2 TF NUMBER: EXCH. CODE: 51419 ENGINEERING DIVISION I ('` $1 ZIPLY ENGR: MIKE HAKAHAN APPROVED AS NOTED V -*PL ANCHOR AND DG-8 LEAD b PHONE: 425949.0230 L _ LPL DOUBLE 10' ARMS I CALL BEFORE YOU DIG DRAWN DATE: ATCO ENGR: L.STUTZMAN CNTY: SNOHOMISH *TRANSFER ATTACHMENTS e-:-: 72 HOURS NOTICE BEBUIBED I-17.2024 PHONE: 360 563-9000 FILE: -1?011 10A n,04z 03/12/2024 L�cREMOVE POLE _ _ _ _ _ � SCALE: TAX DISTRICT: 3748F DWG 1 OF 2 VV TWNSHP:27N RNG:4E SEC:19 \6004301—OBLIG-20406 76th AVE W 1/24/2024 11:54:24 AM 1404' SC1 SS 600 24 C95ES 2.901-946+ XD.47+ C95ES 2.948-975+ XD,976-999+ XD.100+ C95ES 2.1001-1095+ XD.196+ C95ES 2.1097-1103+ XD,1104+ C95ES 2.1105-1106+ XD.1107-1109+ C95ES 2.1110-1114+ XD.1115+ C95ES 2,1116+ XD.1117-1118+ C95ES 2.1119-1121+ XD.1122+ C95ES 2.1123-1124+ XD,1125+ C95ES 2.1126-1136+ XD.1137+ C95ES 2.1138-1412+ XD.1413+ C95ES 2,1414-1424+ XD.1425+ C95ES 2.1426-1487+ XD.1488-1500 451' C2 SS 51 24 XD.601-625+ C95ES 17.626-650+ XD.51 621' C3 SS 600 24 C95ES 2.501-525+ XD.26-50+ C95ES 2.551-600+ C95ES 2.1-50+ XD.51-75+ C95ES 2.76-159+ XD,160+ C95ES 2.161-175+ XD.176-200+ C95ES 2.201-300+ XD.301-325+ C95ES 2.326-350+ XD.451-475+ C95ES 2.376-400+ XD.501-600 )S gk ,,p I � 2 y NEED A 2'X12' EASEMENT FOR ANCHOR/DG/A TACHMENTO P 4-1 I I� of fiR V9��1118f9'�'111 2161' Cq LS 100 22 XD.801-850+ C95ES 2.851-853+ XD.54-55+ C95ES 2.856+ XD,57+ C95ES 2.858-897+ XD.98+ C95ES 2.899+ XD.100 4073' 9 C5 LS 200 24 C95ES 2.601-800 - Transmission Line q� �p s NEED AN EASEM TO PL POLE AND 2'XV In 751' C6 SS 51 24 XD.601-625+ C95ES 17.626-650+ XD.51 8SS8621' 600 24 C95ES 2.501-525+ XD,26-50+ C95ES 2,551-600+ C95ES 2,1-50+ XD.51-75+ C95ES 2.76-159+ XD,160+ C95ES 2,161-175+ XD.176-200+ Stu. zu, I. zi Iv, r C95ES 2,201-300+ XD.301-325+ C95ES 2.326-350+ XD.451-475+ C95ES 2,376-400+ XD.501-600 204TH ST SW - X 2161' LS 100 22 XD.801-850+ 1404' Cg SS 600 24 C95ES 2,901-946+ XD.47+ C95ES 2.948-975+ XD.976-999+ XD.100+ C95ES 2,1001-1095+ XD.196+ C95ES 2.1097-1103+ XD,1104+ C95ES 2,1105-1106+ XD.1107-1109+ C95ES 2,1110-1114+ XD.1115+ C95ES 2.1116+ XD.1117-1118+ C95ES 2,1119-1121+ XD.1122+ C95ES 2.1123-1124+ XD,1125+ C95ES 2,1126-1136+ XD.1137+ C95ES 2,1138-1412+ XD.1413+ C95ES 2.1414-1424+ XD.1425+ C95ES 2.1426-1487+ C95ES 2.851-853+ XD,1488-1500 XD.54-55+ C95ES 2.856+ XD.57+ C95ES 2.858-897+ XD.98+ C95ES 2.899+ XD.100 HLLKWAXX 77855 FTTP PIGTAIL 50OFT IN:HLLKWAXX H6008.15-16+ XD,3-4 HLLKWAXX 77851 FDT A STRN 4 PORT OUT: IN:HLLKWAXX H6008.21-24 OUT: O 00 s 9 O m N 2 m FT-1\EtEMOVE C12 REMOVE HLLKWAXX 77853 FTTP PIGTAIL 20OFT IN:HLLKWAXX H6008.17-20 OUT: I HLLKWAXX 3 2-46 SNO CO PUD #10066 POLE PL 7F5 BY PUD E i� l /204TH ST SW ^ HLLKWAXX 2 2-45 SNO CO PUD #10065 G13 POLE PL BY PUD REMOVE cU REMOVE *TRANSFER ATTACHMENT TO-1 JE *TRANSFER ONE 2" RISER CALL RPbE YOU DIG TRANSFER ANY FIBER DROPS REMOVE EXISTING COPPER DROPS TO NID R-1-I INREMOVE POLE 72 HOURS NOTICE REOUIREO O � � ono � P rn o co o F r-- RE MOVE/ C14 0 C' REMOVE R9SFs 0 6 9'3 S850 01.2007 F1 YJD HLLKWAXX FC1032.181-402+ XD.223-288 S5040 01.1990 F2 YGD 16 HLLKWAXX T14.1-16 1844 02.2008 F3 RBN 144 HLLKWAXX H6001.1-16+ HLLKWAXX H6001.26-31+ HLLKWAXX H6001.17-25+ HLLKWAXX H6001.32-136+ XD.137-144 974 06.2008 F4 REIN 48 HLLKWAXX H6008.1-24+ XD,25-48 500 06,2008 F5 FTTP PIGTAIL 50OFT 4 HLLKWAXX H6008.15-16+ XD.3-4 1000 06.2008 F6 FTTP MULTIPORT 6 HLLKWAXX H6008.10-14+ XD.6 REMOVE 165' PL 97 C 1 0 AKF 900 26 XD.1-25+ C95ES 17.26-50+ XD.51-125+ C95ES 17.251-275+ XD.151-900 Z�'9 C95ES E551 C95ES 17.26-50 REMOVE 128' PL 99 C 1 1 AE 50 24 XD. 101 -125+ C95ES 17,626-650 REMOVE 227' PL 80 C 1 2 AE 50 24 XD.101-125+ C95ES 17.626-650 REMOVE 198' PL 80 C 1 3 AE 50 24 XD.101-125+ C95ES 17,626-650 REMOVE 21 0' PL 99 C 1 4 jAKF 25 26 j C95ES 17,26-50 J REMOVE 189' PL 2000 C 1 5 AKF 25 24 [C95ES 17.26-501 REMOVE 496' PL 97 C 16 [AKF 25 26 ``C95ES 17,26-50] REMOVE 450' PL 80 C 1 7 AE 25 26 IC95ES 17,626-6501 REMOVE 238' PL 80 C 1 8 AKF 25 26 C95ES 17.26-501 HLLKWAXX 77854 FTTP MULTIPORT IN:HLLKWAXX H6008.10-14+ XD.6 OUT: F 6 2h At 204TH ST SW 18 L-HLLKWAXX 3S1 2-47 %15 SNO CO PUD #1 c4 REMOVE REMOVE L*TRANSFER ATTACHMENT TRANSFER ANY FIBER DROPS *REMOVE EXISTING COPPER DROPS TO NID *REMOVE CABLE ARM AND POLE HLLKWAXX 10 2-48 SNO CO PUD .#1 RECEIVED Feb 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT MUNICIPALITY: LYNNWOOD/EDMONDS ❑ BLANKET ❑ NO PERMIT REQUIRED ® TCP/TRAFFIC (I DETAILED(NOT BLANKET) JOINT POLE JFN/NJUNS TICKET #_118442 -------- POLE OWNER: __ PUD/Z 1 PLY -------- TO: -------------- ----------------- FROM:----------------------------- CONSTRUCTION REQUIREMENTS Z FLAGGING ❑ BRUSHING (LIGHT BRUSHING) ❑ CONTRACTOR TWO PERMITS NEEDED LYNNWOOD,EDMONDS TCP NEEDED *CONST. NOTES PUD ENGINEER: KARL HAACK- (425) 670-3208 PROJECT CONTACT: jEROME (JJ) DIDIER PERTEET INC. - (360) 480-8851 CAS CODES 6421.000 3421.304 2421.101 3422.104 2411.001 6422.000 3411.504 2441.001 2441.001 Ziplyf iber r fl1,JJ C L. I V .V. nn- L IIIIIIE000 NUMBER:6004301 / P-075874 EXCH. CODE: 51419 ZIPLY ENGR: MIKE HAKAHAN PHONE: 425 949-0230 DRAWN DATE: ATCO ENGR: L.STUTZMAN CNTY: SNOHOMISH 1-17-2024 PHONE: 360 563-9000 FILE: SCALE: TAX DISTRICT: 3748F DWG 2 OF 2 TWNSHP:27N RNG:4E SEC:19 \6004301-OBLIG-20406 76th AVE W 1/24/2024 11:56:22 AM 20305 76th Ave W I O Edmonds, Washington • Google Street View Aug 2023 See more dates I 7� ti1 1igk ' �s� ... ;� ' , ,• ,.ter. t ot 6. JAVY s "�rk- f. 1• . !t . • 1 i� RAC ' r � � .. �- - , " !'' - " GO T• 203 ST SW Goggle kr-96C —Aug2023 02024Goog6 United States Terms Privacy Report problem 20406 76th Ave W O Edmonds, Washington • • Google Street View ; �"�•. Aug 2023 See more dates IC I At .76th Ave W • 204th St .r `,r- L4 Transfer attachments t• new 1 .{� r+ry. • . pole, remove • • • • )] s SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 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-SPOTTER FLAGGER STATION — JURISDICTION LINE ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, RAKES 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) SIGN LEGEND: PHASE 1 a z ROAD BIKE BIKES LANE RIGHT LANE MERGE CENTER LANE KEEP SIDEWALK WORK CLOSED> < CLOSED WITH CLOSED < > CLOSED AHEAD AHEAD AHEAD TRAFFIC AHEAD � MAY USE ONLY RIGHT FULL LANE W20-1 BIKE CLOSED W20-5R BIKE MERGE W1-4L W20-5C R4-7B R4-11 W14R R3-5r R9-9 ANY WORK AFFECTING TRANSIT OPERATI❑NS OR FACILITIES CONTACT CIC @ 425-348-7100 ASK FOR C❑NSTRUCTI❑N SUPERVIS❑R PR❑VIDE ONE WEEK N❑TIFICAI❑N FOR BUS STOP IMPACTS ARROW \ PREPARATORY ACADEMY LANE SHIFT 203RD ST SW 202ND PL SW (25 MPH) TRAFFIC CONTROL INSPECTION SHALL BE 25 MPH REQUIRED WHENEVER WORK ZONE IS SET UP I r W20-1\ CITY OF xF_ � 4 EDMOND S POLE 1, GRASS GRASS GRAB -,. SIDEWALK SIDEWALK SIDEWALK BUS STOP 1 D/W BIKE LANE BIKE LANE BIKE LANE r-1 $ 1 • • • •1 �� D o BIKE LANE BIKE LANE SIDEWALK n� GRASS GRA55 �I FR WORK DETAILS: TRANSFER EXISTING COPPER DROP O TO NEW POLE, REMOVE OLD POLE. SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, I RECEIVED Feb 13 2024 CITY OF EDMONDS PRIVATE 204TH ST SW DEVELOPMENT SERVICES DEPARTMENT ROAD (25 MPH) BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 1 200 1 250 305 360 425 495 570 645 730 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' 1m GRASS LANE SHIFT GRASS • • • • • • • • 0 O 0 O -• 4 o O • --60' BIKE TAPE R4-11 , MERGE CLOSED I �� '1 BIKE LANE c� c) Mn11F 11 I I I R3-5r\R3-5r R4-7B \R3-5r \ GRASS GRASS GRASS 76TH AVE W LR4-7BJ ' OPENINJ (30 MPH / 20 MPH SCHOOL) END SCHOOL ZONE CONTRACTOR TO C❑ORDINATE WITH COLLEGE PLACE ELEMENTARY SCHOOL, COLLEGE PLACE MIDDLE SCHOOL, AND ARROW PREPARATORY ACADEMY 72 HOURS IN ADVANCE CITY OF LYNNWOOD NOTE: MON. - FRI. = 7:00am TO 4:00pm CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 1 40 1 80 35/45 30 60 25/30 20 40 MINIMUM LANE SHIFT TAPER LENGTH = L/2 (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 55 75 105 135 225 250 275 300 325 350 11 60 85 115 150 250 275 305 330 370 385 12 65 90 125 160 270 300 330 360 390 420 ENGINEERING DIVISION APPROVED AS NOTED f jd] V03/12/2024 202ND ST SW -pV (25 MPH) 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. lit " O ATCO COMMUNICATIONS SERVICES. LLC www.atcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 J ziPylfiber Everett, WA 98206 CD (M O U) CD 0 0� ~ U) ui � H v N O 06 WLU 2 W Q � O v 0 z Q 0 cz z 0 U U LL LL Q ff w n DATE: 2.2.2024 REVIEWED BY: M. LUNA WTCS# 013184 DESIGNED BY: E. HERSMAN ATCO CONTACT: 512-627-6114 eli.hersman@atcotelecom.com SCALE: SHEET: 1"=70' 02 NO: 2OF7 LEGEND: SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 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-SPOTTER FLAGGER STATION — JURISDICTION LINE ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, IAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATIOP 4PPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORI' ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) PHASE 2 a z SIGN LEGEND: ROAD BIKE > <i > BIKES KEEP RIGHT LANE LANE MERGE CENTERLANSIDEWALK WORK CLOSED CLOSED WITH CLOSED � CLOSED AHEAD AHEAD AHEAD TRAFFIC LFULL USE AHEAD LANE < > < RIGHT ONLY W20-1 W20-5R BIKE CLOSED W1-4L BIKE MERGE R4-11 W1-4R W20-5C R4-7B R3-5r R9-9 ANY WORK AFFECTING TRANSIT ❑PERATI❑NS OR FACILITIES CONTACT CIC @ 425-348-7100 ASK FOR C❑NSTRUCTI❑N SUPERVIS❑R PR❑VIDE ONE WEEK N❑TIFICAI❑N FOR BUS STOP IMPACTS ARROW \ PREPARATORY ACADEMY 5' LANE SHIFT TAPE POLE 22S1 R4-78F W1-4R� R9-9�MH 4� GRASS a \ a ' • • • • o \120 0• • • ��-•�— I — it BIKE LANE A BIKE LANE SIDEWALK SIDEWALK E000ou \\GRASS \\ SS GRASS GRASS R4 `W20-1 `W20-5C X X W20-1 W20— WORK DETAILS: ACCESS MH 4 AND REMOVE CABLE FROM DUCT AND RISER, SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, 3 Q Vu PRIVATE 204TH ST SM ROAD (25 MPH) BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 1 200 1 250 305 360 425 495 570 645 730 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' 216' Gaass BUS STOP BIKE I �--•--•--_ram I IF11p'�yi/.1�:� 11111�11111111111 203RD ST SW (25 MPH) TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP CITY OF EDMOND S x W20-1 b4 5' LANE SHIFT TAPE 8' BIKE TAPE X X X it W1-4L W20—SR W20 1 R4-11 BIKE MERGE BIKE GRASS _.... �,�,-- DM sI CLOSED O • • • nv BIKE LANE • •BIK�LA BIKE LANE -` C=C> GRASS CITY OF LYNNWOOD 202ND PL SW (25 MPH) _ 76TH AVE W (30 MPH) O ATCO COMMUNICATIONS SERVICES. LLC www.otcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 (M O to CD o 0'� ~ to ui N z 06 O WLU 2 LU Q 2 H C7 O C) 0 GRASS GRASS GRASS 23-5r R4-76 (30 MPH7/ 20AMPH SCHOOL) END SCHOOL ZONE m w � o CONTRACTOR TO C❑❑RDINATE WITH COLLEGE z Q PLACE ELEMENTARY SCHOOL, COLLEGE PLACE MIDDLE SCHOOL, AND ARROW PREPARATORY U U ACADEMY 72 HOURS IN ADVANCE Q CL CL ENGINEERING DIVISION RECEIVED APPROVED AS NOTED Feb 13 2024 DATE: NOTE: MON. - FRI. = 7:00am TO 4:00pm CHANNELIZATION DEVICE SPACING (feet) MPH TAPER I TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 MINIMUM LANE SHIFT TAPER LENGTH = L/2 (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 55 75 105 135 225 250 275 300 325 350 11 60 85 115 150 250 275 305 330 370 385 12 65 90 125 160 270 300 330 360 390 420 "I il WL.-111,44z 03/12/2024 CITY OF EDMONDS VV 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. a Z o_ U Q o m 0 o L�_ o O cz z O U U LL— LL- w L� g z LU _J LL 2.2.2024 REVIEWED BY: M. LUNA WTCS# 013184 DESIGNED BY: E. HERSMAN ATCO CONTACT: 512-627-6114 eli.hersman@atcotelecom.com SCALE: SHEET: 1"=70' 03 1 NO: 3 OF 7 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 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-SPOTTER a8o FLAGGER STATION — JURISDICTION LINE GRASS SIDEWALK BIKE I {{BIKE LANE GRASS n ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, 4AKES 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) PHASE 3 a= SIGN LEGEND: BIKE BIKESROAD RIGHT LANE LANE MERGE • CENTER LAN KEEP SIDEWALK WORK CLOSED CLOSED WITH CLOSED CLOSED AHEAD AHEAD AHEAD TRAFFIC MAY USE AHEAD FULL LANE RIGHT ONLY W20-1 W20-5R BIKE CLOSED W1-4L BIKE MERGE W20-7A R4-11 W1-4R W20-5C R4-7B R3-5r R9-9 ANY WORK AFFECTING TRANSIT ❑PERATI❑NS OR FACILITIES CONTACT CIC @ 425-348-7100 ASK FOR C❑NSTRUCTI❑N SUPERVIS❑R PR❑VIDE ONE WEEK N❑TIFICAI❑N FOR ARROW BUS STOP IMPACTS PREPARATORY ACADEMY R4-7B 5' LANE SHIFT TAPE GRASS SIDEWALK BIKE LAN; • 0 0 0 . O1 —-- :.0— , BIKE LANE SIDEWAL GRASS LO-7A WORK DETAILS: PLACE RISERS AND TRANSFER Q ATTACHMENTS TO NEW POLE, REMOVE OLD POLE. REMOVE CABLE BETWEEN POLE 22S1 0 AND POLE 1, SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, POLE GRASS 7 O - L O O O O O O O OUPO o �O 203RD ST SW (25 MPH) BIKE LANL O O O _0 0 o0.2oo-411-0--o 202ND PL SW TRAFFIC CONTROL INSPECTION SHALL BE (25 MPH) REQUIRED WHENEVER WORK ZONE IS SET UP CITY OF E'DMOND S i7 U 5' LANE SHIFT TAPER—{— 6a' BIKE GRA" JJGL BALK B7SSSI77KE LANE O m W20-7A Wi-4L W20-5R R4-11 BIKE BIKE GRA MERGE CLOSED GRAS O 5p W DOOM O BIKE LANE a � � D/WSTop'4D/W D/WD/W R4-78 3RA5� GRASS R3— GSr55R4-78R3-5r76TH GRASS GRASS 7R4_7B R3 AVE Ww2o-7A PENIN (30 MPH / 20 MPH SCHOOL) END SCHOOL ZONE TRAFFIC HALT NO MORE THEN 5 MIN, ACROSS 76TH AVE W TO ALLOW AERIAL REMOVAL CONTRACTOR TO C❑❑RDINATE WITH COLLEGE POLE PLACE ELEMENTARY SCHOOL, COLLEGE PLACE MIDDLE SCHOOL, AND ARROW PREPARATORY ACADEMY 72 HOURS IN ADVANCE In PRIVATE 204TH ST SW ROAD (25 MPH) 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' RECEIVED Feb 13 2024 CITY OF EDMONDS CITY OF LYNNWOOD DEVELOPMENT SERVICES DEPARTMENT NOTE: MON. - FRI. = 7:00am TO 4:00pm CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25 / 30 20 40 MINIMUM LANE SHIFT TAPER LENGTH = L/2 (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 55 75 105 135 225 250 275 300 325 350 11 60 85 115 150 250 275 305 330 370 385 12 65 90 125 160 270 300 330 360 390 420 �2 000000 E� ENGINEERING DIVISION APPROVED AS NOTED %i1 UlQ✓.,7a1.,,np 03/12/2024 202ND ST SW Vill (25 MPH) 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. lit " O ATCO COMMUNICATIONS SERVICES. LLC www.atcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 CD (M O U) CD U) ui N O 06 LU LU W Q � 2 C, C) 0 3 a a U 0 m 0 0 0 ff G w To DATE: 2.2.2024 REVIEWED BY: M. LUNA WTCS# 013184 DESIGNED BY: E. HERSMAN ATCO CONTACT: 512-627-6114 eli.hersman@atcotelecom.com SCALE: SHEET: 1"=70 04 NO: 4OF7 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM LEGEND: OSIGNALIZED INTERSECTION OCONE (CANDLESTICK) ® TYPE III BARRICADE WORK TRUCK WORK ZONE LIMITS WARNING SIGN ARRW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) FLAGGER-SPOTTER FLAGGER STATION — - - — JURISDICTION LINE 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) SIGN LEGEND: ROAD BE ROAD EDWORK PREPARED CLOSED TO STOP AHEAD AHEAD ONLY W20-1 W20-71B W20-7A W20-3 K-6664 R3-5r ANY WORK AFFECTING TRANSIT ❑PERATI❑NS OR FACILITIES CONTACT CIC @ 425-348-7100 ASK FOR CONSTRUCTION SUPERVIS❑R PREPARATORYARROW OW CITY OF PR❑VIDE ONE BUS STEP IMPACTS AI❑N FORACADEMY E'DMOND S x x 76TH AVE W W20-7A w2o-76 (30 MPH / 20 MPH SCHOOL) jW20-3 GRASS GRASS GRASS { GRASS 0/W SIGEWALK c FWAiK SIDEWALK BUSSTOP a UPO — — — — r — = — O o BIKE LANE BIKE LANE SIDEWALK SIDEWALK D� GRASS W20-3 W20-7B W20-7AW20-1LW20—,l X X 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' PHASE 4 a z WORK DETAILS: TRANSFER ATTACHMENTS AND FIBER DROPS TO NEW POLE, REMOVE 0 EXISTING COPPER DROPS AND OLD POLE. ( REMOVE CABLE. w SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, 203RD ST SW TRAFFIC HALT NO MORE THEN 5 MIN. ACROSS (25 MPH) PRIVATE ROAD TO ALLOW AERIAL CR❑SSING GRASS GRASS K-6664 FLAGGER TO ESCORT LOCAL RESIDENTIAL TRAFFIC THROUGH WORK AREA GRASS ' CITY OF P°`�' LYNNWOOD Q � x PRIVATE A _ MATCH LINESEE SHEET_ "A" ( 6) NOTE: MON. - FRI. = 7:00am TO 4:00pm 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' RACT❑R TO COORDINATE WITH COLLEGE ELEMENTARY SCHOOL, COLLEGE PLACE )LE SCHOOL, AND ARROW PREPARATORY ACADEMY 72 HOURS IN ADVANCE 76TH AVE W (30 MPH) TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP ENGINEERING DIVISION RECEIVED APPROVED AS NOTED Feb 13 2024 Jp�X ��, y �Q 03/12/2024 CITY M E T ONDS SERVICES ERVI — DEVELOPMENT SERVICES DV 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. j"a ATCO COMMUNICATIONS SERVICES, LLC www.otcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 0 (M V 0 0 IY LU m z U LU O IY CL N O 00 rn ui 0 z O 2 0 LU LU Q I— I- Q0 0 C> N N w Of 0 0 Q U LU O a- Q n W w n DATE: 2.5.2024 REVIEWED BY: M. LUNA WTCS# 013184 DESIGNED BY: E. HERSMAN ATCO CONTACT: 512-627-6114 eli.hersman@atcotelecom.com SCALE: SHEET: 1"=70' 05 NO: 5OF7 LEGEND: 0 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-SPOTTER FLAGGER STATION — JURISDICTION LINE ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, 1AKES 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) PHASE 5 a z SIGN LEGEND: BIKE BIKESROAD LANE MERGE KEEP SIDEWALK SIDEWALKCLOSED RIGHT LANE Sb CLOSED CENTER LAN WORK CLOSED CLOSED WITH AHEAD CLOSED cRos AHEAD AHEAD TRAFFIC MAY USE <* <� FULL LANE RIGHT ONLY > < > W20-1 BIKE CLOSED W20-5R BIKE MERGE W14L R4-11 W14R W20-5C R4-7B R3-5r R9-9 WORK DETAILS: PLACE ANCHOR AND DOUBLE ARMS, Qt TRANSFER ATTACHMENTS TO NEW POLE, REMOVE OLD POLE. SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, R4— a o a a • nn SIDEWALK I SIDEWALK O 11 11 11nlr O �1 I�CLOSED �\ '—,BIKE R4-11 III II`I L ANY WORK AFFECTING TRANSIT ❑PERATI❑NS OR FACILITIES CONTACT CIC @ 425-348-7100 ASK FOR C❑NSTRUCTI❑N SUPERVIS❑R PR❑VIDE ONE WEEK N❑TIFICAI❑N FOR BUS STOP IMPACTS COLLEGE PLACE MIDDLE SCHOOL BIKE TAPER—%-85' LANE SHIFT CITY OF EDMOND S 76TH AVE W (30 MPH / 20 MPH SCHOOL) GRASS GRASS R3-5r� SIDEWALK AL SIDEWALK BIKE LANE O O O-t�• SCHOOL ENTRANCE PRIVATE ROAD SIDEWALK GRASS POLE COLLEGE PLACE CITY OF ELEMENTARY SCHOOL CONTRACTOR TO C❑❑RDINATE WITH COLLEGE L YNN WO OD PLACE ELEMENTARY SCHOOL, COLLEGE PLACE MIDDLE SCHOOL, AND ARROW PREPARATORY ACADEMY 72 HOURS IN ADVANCE 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 CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 MINIMUM LANE SHIFT TAPER LENGTH = L/2 (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 55 75 105 135 225 250 275 300 325 350 11 60 85 115 150 250 275 305 330 370 385 12 65 90 125 160 270 300 330 360 390 420 ARROW PREPARATORY ACADEMY -11a (R) R4-7B R4-713W20-5C-\l W20-1-\j GR, hh SIDEWALK BUS TOP BIKE LANE • r-I r-I r-I1 O • 1 [ ' ) II II I li�r BUS "W Wi-4R —9/ ?0_1 5' LANE SHIFT 3 � w2o-1 I Q b4 PRIVATE 204TH ST SW ROAD (25 MPH) O ATCO COMMUNICATIONS SERVICES, LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPIy fiber Everett, WA 98206 (M O to ui o N Z off$ O 2 LU > Q 2 LU Q � I— I- Q0 C> N W w m � z Q U U Z O LU LU O O U O RECEIVED a J Feb 13 2024 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. i� a Z a U Q o m O o L� (.0 0 z O U U 1� Cw L� g z LU _J ILL DATE: 2.2.2024 REVIEWED BY: M. LUNA WTCS# 013184 DESIGNED BY: E. HERSMAN ATCO CONTACT: 512-627-6114 eli.hersman@atcotelecom.com SCALE: SHEET: 1"=70' 07 NO: 7OF7 j'StSW 14 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) UCu1 k4I ct r d I II Body',M1rork, PLLC 9� D ra - 202nd St SW 202nd St SW — 202nd PI SW 202nd PI SW `•" Barva-Bless Adult Family Home v rn D 203rd St S 0 it Q 2041h PI SW Edgewood Church ., CD 206th St SW -J Q e w +M Li Esther M. Hill, LMP 19 206th St SW I,041h St SW 204th St SW 2041h St SW t gCollege Place Elementary Scho:_.I w a D FD WORK AREA 0 Basketball Courts 'Athletic Field College Place Middle School El.I Baseball Field ID ID VICINITY Mill Creek Hall Fr: r-I,- 9 Cit°r of Lynnwc P.t.inicipal Gol RECEIVED Feb 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O ATCO COMMUNICATIONS SERVICES. LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 / ziPy I fiber Everett, WA 98206 (.0 z o u Q F C c p C, Z a O p u w a w E- > Q 0 ,It 0 N w LU � p z Q Z U U O O O U CL CL o _W Cn i 0 U DATE: 2.2.2024 REVIEWED BY: M. LUNA WTCS# 013184 DESIGNED BY: E. HERSMAN ATCO CONTACT: 512-627-6114 eli.hersman@atcotelecom.com SCALE: SHEET: NOT TO SCALE - NO: 1 OF 7 LEGEND: OSIGNALIZED INTERSECTION OCONE (CANDLESTICK) ® TYPE III BARRICADE WORK TRUCK WORK ZONE LIMITS WARNING SIGN ARRW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) FLAGGER-SPOTTER FLAGGER STATION — - - — JURISDICTION LINE 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) SIGN LEGEND: ROAD ROAD ROAD WORK CLOSED CLOSED AHEAD AHEAD LOCAL TRAFFIC ONLY W20-1 W20-7A W20-3 K-6664 CITY OF LYNNWOOD PRIVATE ROAD Lo FLAGGER TO ESCORT LOCAL RESIDENTIAL TRAFFIC W20-7A w I THROUGH WORK AREA 2I 2 v POLE 2 w GRASS LUDW x V) POLE GRASS GRASS Q I 204TH ST SW (25 MPH) W z_ J = I CONTRACTOR TO C❑❑RDINATE WITH COLLEGE RECEIVED PLACE ELEMENTARY SCHOOL, MIDDLE SCHOOL, AND ARROW COLLEGE PLACE PREPARATORY �I ACADEMY 72 HOURS IN ADVANCE Feb 13 2024 Q CITY M E T SERVICES DEVELOPMENT SERVICES C G COLLEGE PLACE ELEMENTARY SCHOOL DEPARTMENT 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 0 PRIVATE ROAD PHASE 4 b 73RD AVE W (25 MPH) 5J GRASS W20-1 u PIED E551 W20-3 2 W20-7A x� /�� x J�X I W20-7A %K- POLE GRASS 10 FLAGGER TO ESCORT LOCAL RESIDENTIAL TRAFFIC THROUGH WORK AREA 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' 0 O 0 x GRASS WORK DETAILS: TRANSFER ATTACHMENTS AND FIBER DROPS TO NEW POLE, REMOVE 0 EXISTING COPPER DROPS AND OLD POLE, 20 REMOVE CABLE, SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, TRAFFIC HALT NO MORE THEN 5 MIN, ACROSS PRIVATE ROAD TO ALLOW AERIAL CR❑SSING 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.atcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 (M o O rn to C Q = a Z U cn o N CD M Z 2 o6 > > o n O 1� O 0 ILL Q w Q � O 2 H O r` O C> ` z O N O U U w w L� L� m � o Q z U Q U z O w z OO o UILL O ILL DATE: 2.5.2024 REVIEWED BY: M. LUNA WTCS# 013184 DESIGNED BY: E. HERSMAN ATCO CONTACT: 512-627-6114 eli.hersman@atcotelecom.com SCALE: SHEET: 1"=70' 06 NO: 6 OF 7 RECEIVED // Feb 13 2024 CITY OF EDMONDS CITY OF EDMONDS MyBuildingPermit.com DEVELOPMENT SERVICES DEPARTMENT Right -of -Way Application #1440762 - 6004301 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 Rd grpatcopermits@ziplyfiber.com City State Zip Phone Number Extension Everett WA 98208 (402) 670-8384 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 20406 76TH AVE W City Zip Code County Parcel Number EDMONDS 98026 00614300000100 Associated Building Permit Number Tenant Name Additional Information (i.e. equipment location or special instructions)_ Work Location Property Owner First Name Last Name or Company Name EDGEWOOD BAPTIST CHURCH-EDMONDS Number Street Apartment or Suite Number 20406 76TH AVE W City State Zip EDMONDS WA 98026 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: 2/9/2024 Submitted By: Arianne Mommsen Page 1 of 2 CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1440762 - 6004301 Project Contact Company Name: Ziply Fiber Northwest LLC Name: Dawn Frank Email: grpatcopermits@ziplyfiber.com Address: 426 E Casino Rd Phone #: (402) 670-8384 Everett WA 98208 Project Type Activity Type Scope of Work Utility Purveyor Utility Work Disturbance of Surface Project Name: 6004301 Description of Work: Accessing poles along 76th Ave W and transfer existing utility attachments to new poles, remove old poles. Project Details Project Information Job Number 6004301 Page 2 of 2