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ENG2022-0401 ROW PERMIT�~ o� RIGHT OF WAY EUC PERMIT o fM. EdmondsCity of Edmonds PERMIT NU�M 98020 1 1 1 www.edmondswa.gov i Description: ZIPLY-PULL 200 FT FIBER EX CONDUIT REPLACE PIED ISSUED: 10/26/2022 Address: 1020 5TH AVE S #1 EDMONDS WA 98020-4038 EXPIRES:04/26/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00743000000100 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT CAITLI N REID 1800 41ST ST STE N-100, EVERETT WA 98203 (425)261-6488 CONTACT ZIPLY FIBER 1800 41ST ST STE N-100, EVERETT WA 98203 (830)513-6614 CONTRACTOR ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230 OWNER ROME HARTE 1020 5TH AVE S 1, EDMONDS WA 98020 FEE INFORMATION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $110.00 $110.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $110.00 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 INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. RELEASED BY: MAJ DATE: 10/26/2022 Printed: Wednesday, October 26, 2022 10:15:12 AM 1 of 2 RIGHT PERMIT PERMIT NUM City of Edmonds Edmonds WA 98020 www.edmondswa.gov / 425.1 1 CONDITIONS CONDITION TYPE NOTES 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 7:00am to 6:00pm on SOUND AND NOISE weekdays and 10:00am and 6:00pm 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 NOTES COMPLETE A-1 JOB START E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" Printed: Wednesday, October 26, 2022 10:15:12 AM 2 of 2 Lti�y of Epiy04o� ANC. 1 g90 SECTION A RECEIVED AUG 4 2022 RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E63. 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 5512642 Site Address or if no site address use Property Address at NW corner of project area: g 5 A S R, A/ Associated Permits: BLD PLN ENG Owner and Entity Holding Name of Company Ziply Fiber Northwest, LLC Franchise Ordinance No: WN U-17 Point of Contact 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 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 Address1800 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: ZIPLY*80OL5 Iz Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance 1VU1h: 1 CDC 18.60.020 requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 m 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 & broadband provider Ziply Fiber to pull 6-port MST w/ a 200' tail from PED #1 TO HH #1 and splice at HH #1. 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 X than one lot or commercial development? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? 1 1 1 How many are to be added? o 6b. Does your project involve poles? If yes: X How many poles are existing in the project area? What is the height of the existing poles? How many poles are to be removed? Are additional poles to be laced? How many? 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: DATE: e APPLICANT PRINTED NAME: M N APPLICANT TITLE: FJ NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 ATCO COMMUNICATIONS SERVICES, LLC 51419-H LLKWAXX-5512642 15 LU MDU 1 BUILDINGS 1020 5TH AVE S EDMONDS, WA 98020 G.HN-I SOLUTION Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or CONTACT LIST occurs during the permitted project. ENGINEER: DAVID REED (352) 345234 OPCEN: JOHN WOOD (425) 261-1412 FAC TECH: SHAWN CONKLIN (425) 263-4010 DESIGN BY: TYLER OWEN- TYLER.OWEN@ATCOTELECOM.COM ZIPLY CONTACT: DAVID COLLINS (425) 263-4020 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE HERITAGE GREEN APARTMENTS CONTACT: OFFICE PHONE: (425) 861-6317 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING L ALL ON S TEUTUTIES. RELOOATIaN/REVISION- FOANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. CONSTRUCTION NOTE: SNOHOMISH COUNTY BLANKET PERMIT REQUIRED. 2-3 BUSINESS DAYS PRIOR TO WORK START EMAIL CAITLIN REID AT CAITLIN REID@ZIPLY.COM WITH START DATE/COMP DATE, ADDRESS OF WORK, PROJECT # AND S-T-R (SECTION -TOWNSHIP -RANGE) IN THAT ORDER. SHOULD BE IN THE TITLE BLOCK OF WP(LOWER RIGHT) ENGINEERING DIVISION ,7TED t) 6-KW 0/25/2022 APPROVAL FOR UNDERGROND WORK THROUGH EXISTING CONDUIT ONLY. ANY OTHER WORK SHALL REQUIRE SEPARATE REVIEW AND/OR PERMIT(S). W.O. DRIVER CONSTRUCTION START ❑ ETHERNET 06/01/2022 ❑ CIAC ❑ DAMAGE IN SERVICE DATE ® MDU 07/01/2022 CONSTRUCTION ® FLAGGING ❑ BRUSHING ® CONTRACTOR PERMITS MUNICIPALITY: CITY OF SNOHOMISH ❑ BLANKET ® TCP/TRAFFIC ❑ DETAILED (NOT BLANKET) ❑ NO PERMIT REQUIRED RECEIVED J U L 27 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ** CAUTION ** MULTIPLE VOLTAGE POWER CIRCUITS OVERHEAD 811 NG'ffl CALL BEFORE YOU DIG ziplyfiber HLLKWAXX-5TH ST CONDOMINIUMS 1020 5TH AVE S EDMONDS WA PROJECT C.O. AREA: 962 NUMBER: 5512642 EXCH. CODE: 51419 DRAWN DATE: [IRNG: NGR: DAVID REED NTY:SNOHOMISH 4/07/2022 HONE: (352) 345-2348 FILE: SCALE: 1:100 TAX DISTRICT: DWG 1 OFTWNSHP: 27N 3E SEC: 26 CONSTRUCTION NOTES: 1. PULL 6-PORT MST W/ A 200' TAIL FROM PED #1 TO HH #1 AND SPLICE AT HH #1. 2. FROM PED #1 PULL (1) OSP DROPS 82' TO BLDG. MINOR MATERIAL LIST MAJOR MATERIAL LIST (1) 6-PORT MST W/ 200' (1) 12-PORT G.HN-I (1) 1420 SPLICE PEDESTAL W.O. DRIVER CONSTRUCTION START ❑ ETHERNET 06/01/2022 ❑ CIAC IN SERVICE DATE ❑ DAMAGE ® MDU 07/01/2022 CONSTRUCTION ® FLAGGING ❑ BRUSHING ® CONTRACTOR PERMITS MUNICIPALITY: CITY OF SNOHOMISH ❑ BLANKET ® TCP/TRAFFIC ❑ DETAILED (NOT BLANKET) ❑ NO PERMIT REQUIRED RECEIVED J U L 27 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CAUTION " MULTIPLE VOLTAGE POWER g11 CIRCUITS OVERHEAD N7 CALL BEFORE YOU DIG zipIy T"fi be r HLLKWAXX-5TH ST CONDOMINIUMS 1020 5TH AVE S EDMONDS WA PROJECT 5512642 NUMBER: C.O. AREA: 962 EXCH. CODE: 51419 DRAWN DATE: ENGR: DAVID REED NTY:SNOHOMISH 4/07/2022 PHONE: (352) 345- 2348 FILE: SCALE: 1:100 TAX DISTRICT: DWG 2 OF 4 TWNSHP: 27N RNG: 3E SEC: 26 O 6-PORT MST 200' RED JUMPER FROM C9FTP FT 1008302 FC1031,227 TO H50199107 IN:HLLKWAXX H5019,107+ HLLKWAXX H5019 o XD,2-6 FDH 48/432 w IN: HLLKWAXX FC1031,217-227+ XD,228+ XD,13-24 _ Q 1020 5TH AVE S OUT: HLLKWAXX H5019,1-432 (1) OSP DROP 82' HLLKWAXX 3X3 (1) 12-PORT G.HN-I 17X30X24 HLLKWAXX H5019,107 R1V1 C. O :O PINE ST 258 07.2008 REIN 216 HLLKWAXX H5019,1-12+ XD,13-30+ HLLKWAXX H5019,31-72+ XD,73-82+ HLLKWAXX H5019,83-106+ XD,107-107+ HLLKWAXX H5019,108-139+ XD,140-169+ HLLKWAXX H5019,170-178+ HLLKWAXX H5019,179-188+ d XD,189-192+ 'w XD,193-216 264 07.2008 RBN HLLKWAXX H5019,1-139+ J XD,140-169+ U HLLKWAXX H5019,170-192+ o XD,193-216 1 R/W o,, , HH E/P E/P C/L 000 C/L E/P E/P R/W � � R/W w U w ?: o- � o- � W U w I E/P 2.00 PINE ST C/LE/P R/W CONDUIT HH TO PED IS 50% FULL. I IM PED TO BUILDING IS 25% FULL CV PULL FIBER TAIL IN NEW 2" FROM HH 1 T�PED 1. I'D- 578 12.2009 YGD 12 HLLKWAXX H5019,73-82+ XD,11-12 J 2008 FTTP W.O. DRIVERw /-500 .A0❑ ETHERNETH5019,1894192 ❑ CIAC 1- OCC " 82' O ® AKF 25 o 1 0 w w U W 1020 5TH AVE S 15 UNITS 10 APPROVAL FOR UNDERGROND WORK THROUGH EXISTING CONDUIT ONLY. ANY OTHER WORK SHALL REQUIRE SEPARATE REVIEW AND/OR PERMIT(S). E/P C/L PINE ST E/P R/W UPSIZE PED TO PRO 1420 CONSTRUCTION START 06/01 /2022 ❑ DAMAGE IN SERVICE DATE ® MDU 07/01/2022 CONSTRUCTION ® FLAGGING ❑ BRUSHING ® CONTRACTOR PERMITS MUNICIPALITY: CITY OF SNOHOMISH ❑ BLANKET ® TCP/TRAFFIC ❑ DETAILED (NOT BLANKET) ❑ NO PERMIT REQUIRED RECEIVED J U L 27 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ** CAUTION ** MULTIPLE VOLTAGE POWER CIRCUITS OVERHEAD 811 N7 CALL BEFORE YOU DIG zi ply -fiber HLLKWAXX-5TH ST CONDOMINIUMS 1020 5TH AVE S EDMONDS WA PROJECT 5512642 C.O. AREA: 962 NUMBER: EXCH. CODE: 51419 DRAWN DATE: ENGR: DAVID REED NTY:SNOHOMISH 4/07/2022 PHONE: (352) 345- 2348 FILE: SCALE: 1:100 TAX DISTRICT: DWG 3 OF 4 TWNSHP: 27N RNG: 3E SEC: 26 FDH 1020 5TH AVE S /21� S20A- 1 -RUN JUMPER 15 UNITS C9FTP FT 1008302 HLLKWAXX H5019,107 HH #1 UNITS 0 BS14- 1 -FIBER SET-UP UNIT 1 S50A- 1 -SPLICE FIBER OPTIC CABLE UNIT 2 UNIT 3 UNIT 4 UNIT 5 O P59A-135-BORE (UP TO 4") UNIT 6 P43C- 135 -PLACE FIBER CABLE IN CONDUIT UNIT 7 UNIT 8 UNIT 9 UNIT 10 PED #1 UNIT 11 © S50A- 1 -SPLICE FIBER OPTIC CABLE UNIT 12 S13D- 1 -PLACE FIXED COUNT TERMINAL UNIT 13 S1413- 1 -PLACE G.HN-1 UNIT 14 UNIT 15 OP43H- 85 -PLACE CABLE IN OCCUPIED DUCT P61C- 1 -CHANGE OUT EXISTING PEDESTAL W.O. DRIVER CONSTRUCTION START ❑ ETHERNET 06/01/2022 ❑ CIAC ❑ DAMAGE IN SERVICE DATE ® MDU 07/01/2022 CONSTRUCTION ® FLAGGING ❑ BRUSHING ® CONTRACTOR PERMITS MUNICIPALITY: CITY OF SNOHOMISH ❑ BLANKET ® TCP/TRAFFIC ❑ DETAILED (NOT BLANKET) ❑ NO PERMIT REQUIRED RECEIVED J U L 27 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ** CAUTION ** MULTIPLE VOLTAGE POWER CIRCUITS OVERHEAD 811 N7 CALL BEFORE YOU DIG ziplyfiber HLLKWAXX-5TH ST CONDOMINIUMS 1020 5TH AVE S EDMONDS WA PROJECT 5512642 C.O. AREA: 962 NUMBER: EXCH. CODE: 51419 DRAWN DATE: [IRNG: NGR: DAVID REEo NTY:SNOHOMISH 4/07/2022 HONE: (352) 345- 2348 FILE: SCALE: 1:100 TAX DISTRICT: DWG 4 OF 4 TWNSHP: 27N 3E SEC: 26 ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, v1AKES 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) W Ca a n Ke art Hemlock Way Hemlock Way Hemlock Way yp V) rn Erben Dr j Seamont Ln W as C Q m cn Pine St m Pine St D ? S o Pine Street @ rr, vi Playfleld CA WORK AREA W Rich Rano `L NMLS #120146 Forsyth Ln Forsyth Ln { 19 Fur PI 19 Maplevine Community A > The Continental Fir St v� Fir PI 104 VICINITY MAP b RECEIVED Oct 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 ATCO COMMUNICATIONS SERVICES. LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 zipyEIfiber verett, WA 98206 t a V 3 cV v z U LO Ln 0 z O H o U) N Ld vi Li > Ln LU Q w = w In O V J L1J 0 U ILLLLLI m 66 � z o Q Z o Lii a Z O a O of d U Jof O J Li DATE: 10.06.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: L. MATEO ATCO CONTACT: 916.202.7699 Iance.mateo@atcotelecom.com SCALE: SHEET: NOT TO SCALE 01 NO: 1 OF 3 LEGEND: OSIGNALIZED INTERSECTION OCONE (CANDLESTICK) ® TYPE III BARRICADE WORK TRUCK WORK ZONE LIMITS WARNING SIGN ARROW BOARD E (WHERE REQUIRED) DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) • .� ER (AS NEEDED) (AS NEEDED) WORK DETAILS: ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, OAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) 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. PINE ST (25 MPH) W20-1J OWNER/CONTRACTOR IS RESPONSIBLE FOR x EROSION CONTROL AND DRAINAGE < U 0 PULLING FIBER & SPLICING AT HAND HOLE SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS. PHASE 1 & Z OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 40' SHOULDER (L/3) SIDEWALK z ►�w�`.u.�� .'' .� a IN Ift l ENGINEERING DIVISION ...,7TED 0/25/2022 APPROVAL FOR UNDERGROND WORK THROUGH EXISTING CONDUIT ONLY. ANY OTHER WORK SHALL REQUIRE SEPARATE REVIEW AND/OR PERMIT(S). 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 III FRMR ---- I W20-1 CHANNELIZATION DEVICE SPACING (feet) MPH F TAPER TANGENT 50/70 1 40 1 80 35/45 1 30 1 60 25/30 1 20 1 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) ;HOULDER 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 W21-5-\ I W20-1 5TH AVE S (25 MPH) SIGN LEGEND: ROAD SHOULDE WORK WOR AHEAD W20-1 W21-5 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. 0 ATCO COMMWNICATIONSSERVICES. LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 zi I fiber py Everett, WA 98206 t a V 3 N LO to V 0 z Z z U H O C\, Q o Li l U w N LO > Q w > J Ln O N O z O U U uJ 66 LU LL m � o I Q z F_ z 0 z of a of D_ U J J LL DATE: 10.06.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: L. MATEO ATCO CONTACT: 916.202.7699 Iance.mateo@atcotelecom.com SCALE: 4C SHEET: 02 N0: 2OF3 LEGEND: OSIGNALIZED INTERSECTION OCONE (CANDLESTICK) ® TYPE III BARRICADE WORK TRUCK WORK ZONE LIMITS WARNING SIGN ARROW BOARD E (WHERE REQUIRED) DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) • . FLAGGER (AS NEEDED) 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) FLAGGERS WILL HAVE WORK STOP TO ESCORT PEDESTRIANS THROUGH W❑RKZ❑NE .e 0 • BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE = R HOST VEHICLE WEIGHT (Ibs) 9,900 TO 22,000 HOST VEHICLE WEIGHT (Ibs) > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' NOTE: MON. - FRI. = 7:00am TO 4:00pm PHASE 1 & Z PINE ST (25 MPH) IF CLOSING SIDEWALK, PROVIDE DETOURS TO DIRECT PEDESTRIANS TO CROSS AT NEAREST DESIGNATED CROSSWALKS. MEN R9-9 0 • CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25 Tin 20 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) ;HOULDER 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' 5TH AVE S (25 MPH) SIGN LEGEND: SIDEWALK CLOSED 11 R9-9 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. 0 ATCO COMMWNICATIONSSERVICES. LLC www.atcotel•com.com 360.563.9000 708 First Street Snohomish, WA 98290 zipyEIfiber verett, WA 98206 t a V 3 N V) to N z Z U � 0 c\, o LJ U) � N Ln vi > LJ > Q u') Q Lr = w � LL O N O / V ) z Q U) W w cn o w z Q Z O w O L1J z D_ D_ O J a D- _j LL DATE: 10.06.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: L. MATEO ATCO CONTACT: 916.202.7699 Iance.mateo@atcotelecom.com SCALE: SHEET: 4C 03 N0: 3OF3 Description The VertivTM BBE PRO Series is the premier line of non-metallic pedestals from Vertiv. • Lift-off dome permits 360' These pedestals incorporate strength, rigidity and security all in a high performance access to all wirework thermo-plastic material designed to Telcordia GR-13 CORE specifications. and equipment. The PRO Series pedestal provides the most craft -friendly design presently on the • Short self-supporting market. Optimal working space is ensured for fiber/copper splicing, bonding and split base with or without grounding, terminal block attachment, service wire entry, conduit placement, wire snap -on mounting stake grooming and management. Further the PRO pedestal provides simplified installation for added stability. through its split/rehab base design, slide and secure multi -position mounting plate assembly, and self -latching dome accommodate varying soil conditions ProForm is • "Slide and secure" mounting available in a self-supporting short base or a snap -on mounting stake. Supplemental plate easily locks into base, mounting stakes are also available if additional stability is required. simplifying installation. The PRO pedestal's unique shape provides superior splicing capacity, to better secure • Universal mounting plate hole open wire bundles and/or wirework enclosures. Its shape also provides improved pattern accepts all types of aesthetics over competitive plastic pedestals, for a "less industrial" appearance. terminal blocks and provides greater mounting space. • Removable service wire channel Application for greater capacity needs. Vertiv BBE PRO Series pedestals are ideal for applications where non-metallic • Entry port above bottom construction, flood protection, or 360' access is desired. These pedestals can be edge prevents loss of gravel in the base. configured for buried distribution telecommunications equipment, including fiber/copper splice and fixed count termination applications. • Seamless integral flood dome protects wirework from flood submersion; no joint worries. • Service drops are routed from the service channel, to the bond bracket, to the block, for efficient wire management. • Single point self-locking cover provides security. • Meets or exceeds RUS requirements PR08 Short Self -Supporting Base RECEIVED Oct 06 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PRO1830 Splice Pedestal Dome Dome • Single point self-locking • Integral flood protection available • Increased splice capacity • Lift-off handles Short Self -Supporting Base Shown with Snap-On Stake Mounting Plate Short Split/Rehab Base Mounting • "Slide and secure" snap in ease • Universal mounting pattern • Wire grooming • Bonding flexibility • High capacity splice ladder • Secure splice ladder snap Dimensions Catalog A B Number Snap-On Stake Base • Short self supporting split/rehab base • Snap -on stake (optional) / integral spade base • Tool -less installation • In ground stability • Multiple divider plate mounting positions • Molded in ground line • Removable front access service wire channel • Temporary service grommets C D E Short Self -Supporting Base Pro6 45-in. 35-in. 30-in. 9-in. 6.5-in. Pro8 45-in. 35-in. 30-in. 10.5-in. 8-in. Pro10 45-in. 35-in. 30-in. 12-in. 10.8-in. Pro12 45-in. 35-in. 30-in. 14.5-in. 11.5-in. Pro14 51-in. 38-in. 36-in. 17.7-in. 17.7-in. Pro1420 51-in. 38-in. 36-in. 23.6-in. 17.6-in. Pro1830 51-in. 38-in. 36-in. 33.8-in. 21.8-in. Snap-On Stake/Integral Spade Base Pro6 65-in. 35-in. 30-in. 9-in. 6.5-in. Pro8 65-in. 35-in. 30-in. 10.5-in. 8-in. Pro10 65-in. 35-in. 30-in. 12-in. 10.8-in. Pro12 60-in. 35-in. 30-in. 14.5-in. 11.5-in. * Height of enclosure above ground. Ordering Information f _aialnn Part Description PR06HIRNG F1004818 6-in. non-metallic split -base pedestal with snap -on stake and mounting plate PR06HSRNG F1004819 6-in. non-metallic split -base pedestal with mounting plate PR08HIRNG F1005007 8-in. non-metallic split -base pedestal with snap -on stake and mounting plate PR08HSRNG F1005008 8-in. non-metallic split -base pedestal with mounting plate PR08HSRNGE F1006565 8-in. non-metallic split base pedestal, empty PRO10HIRNG F1005011 10-in. non-metallic split -base pedestal with snap -on stake and mounting plate PR010HSRNG F1005012 10-in. non-metallic split -base pedestal with mounting plate PR010HSRNGE F1006528 10-in. non-metallic split base pedestal, empty PRO12HIRNG F1005015 12-in. non-metallic split -base pedestal with integral spade and mounting plate PRO12HSRNG F1005016 12-in. non-metallic split -base pedestal with mounting plate PRO12HSRNGE F1006530 12-in. non-metallic split base pedestal, empty PRO14 F1007436 14-in. x 14-in. non-metallic flood protected pedestal with (2) splice bars PRO1420 F1006909 14-in. x 20-in. non-metallic flood protected pedestal with (4) splice bars PRO1830 F1006910 18-in. x 30-in. non-metallic flood protected pedestal with (4) splice bars PRO14NVNT F1010216 14-in x 14in non-metallic pedestal w/mounting plate OPFOP14 F1011026 14in x 14in non-metallic pedestal with fiber/mounting brackets OPFOP1420 F1007747 14in x 20in non-metallic pedestal with fiber/mounting brackets OPFOP1830 F1007746 18in x 30in non-metallic pedestal with fiber/mounting brackets NOTE: Minimum order quantities apply 3 Accessories (Mounting Stakes) Catalog Part Number Description UOM MOO std. Package MS1332 F602132 32-in. pedestal mounting stake Each 10 MS1342 F604080 42-in. pedestal mounting stake Each 10 PROSPADE F1008603 Non-metallic snap -on stake for Pro6, Pro8 and Pro10 size only Each 10 PRO1418MTGPLT F1007411 Mounting plate for PRO14,1420 and 1830 pedestals OPFOP14BKTKIT F1011027 Mounting bracket kit to convert existing PRO14 to OPFOP FOPFOP1420BKTKIT F1011028 Mounting bracket kit to convert existing PRO1420 to OPFOP OPFOP1830BKTKIT F1011029 Mounting bracket kit to convert existing PRO1830 to OPFOP Specifications Pedestal Series Splicing Volume Splice Capacity Pro6 560 cu in. 400 pair Pro8 960 cu in. 600 pair Pro10 1680 cu in. 900 pair Pro12 3000 cu in. 1500 pair Pro14 5700 cu in. 2500 pair Pro1420 7600 cu in. 3000 pair Pro1830 14,000 cu in. 5000 pair Splice Connections 800 1200 1800 3000 5000 6000 10,000 NOTE: Total number of pairs spliced is dependant on connector use and local practice. Vertiv.Corn I Vertiv Headquarters,1050 Dearborn Drive, Columbus, OH, 43085, USA Terminal Block Capacity 1 2 2 3 3 4 6 Service Wire Channel Capacity 10-5 pair drops 10-5 pair drops 12-5 pair drops 16-5 pair drops N/A N/A N/A Conduit Capacity One 4-in. & two 2-in. Two 4-in. Four 4-in. Four 4-in. & two 2-in. Nine 4-in. Twelve 4-in. Twenty-four 4-in. © 2022 Vertiv Group Corp. All rights reserved. Vertiv'" and the Vertiv logo are trademarks or registered trademarks of Vertiv Group Corp. All other names and logos referred to are trade names, trademarks or registered trademarks of their respective owners. While every precaution has been taken to ensure accuracy and completeness here, Vertiv Group Corp. assumes no responsibility, and disclaims all liability, for damages resulting from use of this information or for any errors or omissions. Specifications, rebates and other promotional offers are subject to change at Vertiv's sole discretion upon notice. OE-02250 (R01/22) 4