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ENG2023-0272 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds - N, Edmonds WA 98020 ENG2023-0272 www -. •. i Description: COMCAST - OVERLASH THEN TRENCH THEN BORE TO PEDESTAL ISSUED: 07/10/2023 Address: 15920 68TH AVE W EDMONDS WA 98026 EXPIRES: 01/10/2024 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00513100003725 NAME TYPE NAME ADDRESS PHONE APPLICANT JESSAMIN SANTOS 1701 JOHN F KENNEDY BLVD, PHILADELPHIA PA 19108 (206)401-2188 CONTACT CABLECOM LLC 19910 NORTHCREEK PARKWAY N„ BOTHELL WA 98011 (360)670-4291 CONTRACTOR CABLECOM LLC 19910 NORTHCREEK PARKWAY N, BOTHHELL WA 98011 (363)608-6700 OWNER HODGES 15920 68TH AVE W, EDMONDS WA 98026 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $45.00 $45.00 ENG - INSPECTIONS $252.00 $252.00 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: 07/10/2023 Printed: Monday, July 10, 2023 9:45:08 AM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT NUM11BE 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 X-2 ENGINEERING FINAL** E-7 RESTOR LIMITS Printed: Monday, July 10, 2023 9:45:08 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. Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT If any field is not applicable to your project, write "N/A" instead of leaving blank. All fields required. Incomplete Applications will be denied. General• Project Name COMCAST - JB0001428817 Site Address or if no site address use Property Address at NW corner of project area: 15921 68TH AVE W, EDMONDS WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holding• .• - Name of Company: COMCAST CABLE HOLDING Franchise Ordinance No: Point of Contact: JESSAMIN SANTOS Title: PERMIT COORDINATOR Address: 701 John F. Kennedy Blvd. City: Philadelphia State PA Zip 191o8 Phone: (2o6)401 - 2188 Email: WACONSTRUCTION_JOINTUSE@COMCAST.COM Contractor and Authorized Agent of Owner (see note below) Name of Company: CABLECOM LLC Contractor Contacts During Construction Primary Name: CABLECOM LLC - MICHAEL FINCH Agent Name: LEAH IHLENFELDT Title: CONSTRUCTION SUPERVISOR Title: PERMIT SUPERVISOR Mobile: (36o)965-5o85 Address: 19910 NORTHCREEK PARKWAY N, STE ioo Email: MICHAEL.FINCH@CABLECOMLLC.NET City: BOTHELL State: WA Zip: 98oii Secondary Name Phone (360)670-4291 Title Email SNOHOMISH.PERM ITTING@CABLECOMLLC. NET Mobile City of Edmonds Business License No: N R-021818 Email State License No: CABLEL*971DP 91 Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ 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 V� 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.) FROM EXISTING PUD POLE 207430 OVERLASH NEW ONE EXISTING PEDESTAL. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS, 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 d 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? • 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? If yes, describe: PLACING NEW VAULT AND UPGRADE EXISTING PEDESTAL 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existingunderground common utilitysystem? X 5. Does the work involve proposed additions to an aboveground utility system? If es: 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 Me 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 man are existing? How man are to be added? 6b. Does your project involve poles? If yes: How many poles are existing in the project area? What is the height of the existing poles? How many poles are to be removed? Are additional poles to be laced? How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: How many? 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: /_�541L APPLICANT PRINTED NAME: LENAIZA ENRIQUEZ APPLICANT TITLE: PERMIT COORDINATOR NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 Utility pa 6 d0 b 61P noA aJolaq po OZ=„, :3IVOS 9ZO86RL-CUFMiVF1'®189 6Z696:N0I1V001103rOUd ---- ---- ---- lllfl8-SV AHV131Hd0Hd/1VI1NAGHN00 U38Wr1N 133HS Molaq s,logm Mouyl oz o oZ Z Jun O8 2023 - 2i38WnN 11W2i3d A II rep it pl all 1 O 3 ____ S311nIODoiv4 isAsoiNnoA-3uotlooi ``�� {[ 3H1 W JIjN0V Ol W3 8%1 OIO-nOA N01iV 011V0 Z98Z'ZZL'09£ DI da utilities or ron age 301M31V1S3H110V1NOO1SnWONIMVd(3SIHIAB Z [[�� n C1383AOO V3HV 3H1 NI ONINb0M SNOSH3d "S1NIbd 0 ZLZ86 VM '302iNOW CITY OF EDMONDS Ll•88Zb 60008f 2i38Wc(�1A1,,_.Il,,� c }�,,d�,, imp is in City right -of- £Z/6E/90 dWf WIS WN101HO 3S3H1NI NMOHS10N H0NMOHSS3111110Vd 06 L# 3S 1S H19b6 8LL96 DEVELOPMENT SERVICES H�I�eEU S er cit ards that is cause 31Va 2331dV2ia 2i33N1`JN3 ON ANtl 0103 R1n0Nl S30tlWtl020j S31111181SNOdS3i DEPARTMEN p y ANVSWIv10SIO ONI?93NION3H3X008 011 JNRi33NIDN3 zJ3AOOEI �IOWbVH NIA 2i33N1 N3 go ,00 18V0 occurs during the permitted project. SNOISIAAH ONV LnONOO 9NLLSIX3 3HiO NOI1V001 lvnlOV3 1 'SHdVBOOlOHd 311S 8Od 6# 133HS 33S'NOI1V1N3I80 / +F 1 ONV SNOI1V001 OlOHd Ol SONOdS38?JOO 109WAS 31VWIXOaddV 36V ONV NOLLVWaOdNI onand 031d183ANn NOdn 03SV8 38V SNVId 3S3H1 NO NMOHS S3NII A183d08d ONV S3LLnun 'NOLLon6iSNOo 01 8018d NOIIVOOI IVOI183A ONV lV1NOZ180H 3H1 ONIA3A8nS ONV S311IIIln 3Hl 0NI1OH10d A8 'ION 80 SNVId 3S3H1 NO NMOHS'NOIS 83H13HM S3LLI111n ONIIV d0 H1d30 OWNER/CONTRACTOR IS RESPONSIBLE FOR ONV 'NOISN3WONVNV SI0 'NOIlVoOI 3H1 3NI1 A183d08d ONIAdl83A 80d 3181SNOdS38 38 IIVHS 801OV81NOO EROSION CONTROLAND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING RESTORATION LIMITS TO BE DETERMINED ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY BY CITY ENGINEERING INSPECTOR UTILITIES MAY REQUIRE A SEPERATE PERMIT. 'NOIDONO3 MIS a01ad Ol 33VjanS 1305 30 N011335 3i101S3a O S310N NOIiV/ JO1S3?J '91NISSOU 3Hl lV S3 inin 9NUSIX3 NOW 33N"V313 WDU13A vmNINIW NIViNIVW 'H3N3Nl/3N09 Ol IdORld 9NISSON3 Allllln 31OHlOd '318V0 AlV3 ONV iin4NO3 „ 40 M3N 9NIOVld 3a09 O 'NOUV30143SOdObd 1V 1lf1VA DELL M3N 33V1d O '318V3 AlV3 4NV iinONO3 240 M3N 9NI3Vld H3N3211 O '319V3 AlV3 (INV 113SIH ,SZ „ 40 M3N 33V1d O '318V3 A1V3 M3N HSV1i13AO O S310N NOuomJ1SNO0 IS M 9ZL£oo0o 6£ 6900 #130aVd M 3AV H189 OZ69I M 0 M/ 0 MIS MIS MIS /� 71 MlS M ]AV H189 M M— M In Z E b ,s z 0 MIS MIS M M M- v A LZL o 11 Oe o 0 C O t0t 2j 7 M/d M/H M/d / V M 0 LOZ doonnN 3�Od and diomm TOd and I to -in i1nVA � M3N 00£I000Ol8£900 #130bV c M 3AV H189 60696 OOb 10000 L8£900 #Z(69 Vd M 3AV H189 l•Z691• SCHEDULE ALL INS7ECTIICINS THRO vldth ov1 )f disturk me travi ;enterlin )oth trav UGH ' HJnI JH1 SNOUT D SN �-1v D-ina J d O = c � I � O EXISTING PEDESTAL PD-02 3'X3' INTERCEPT PIT SD A SEW R/W- W C7 0 15818 68TH AVE W PARCEL# 00513100003702 15829 68TH AVE W 68TH AVE W - -SLW- SEW R/W R/W 2]OlO�IdSNI JNI2EEINION3 AilO AS a3NIMEU3 1a 39 Ol SlIWI-I NOUV` AOlS3b 15828 68TH AVE W PARCEL# 00513100003721 THE ACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS ,,I ,,I IAeJ O CABLES MAY VARY FROM THE LOCATION SHOWN. -}oefoid pallpied ay; 6uijnp slnoo0 } l�} BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE asnea sl e s a (la �adl RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY p } 43 p �ullaa}ua PRINTS. FACILITIES KING IN HE ARE COVETHESORIGINAL SDK JMF 05/31/23 M-10-1l0II!j �(l 0^ UI S JdLul PRINTS. PERSONS WORKING IN THE AREA COVERED ! 1`I 1J BY THIS DRAWING MUST CONTACT THE STATEWIDE DAL-J} aU CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 ---- ---- ---- a6 }u agllgn �''Je�p LOCATION OF UNDERGROUND FACILITIES. ---- C O 11192 /-I daa I/PyC�LI EtJ1 V qan}slp 2 - ' `v 7V�r���VP�u" )AO gjpIM 4ed 4mn /W R 15901 68TH AVE W PARCEL# 00638100001200 m SHARED INTEREST \ 15906 68TH AVE W PARCEL PARCEL# 00513100003707 \ ,imzi3d 3uvd j3d3S `d 32i1f1032i xviN s3iiinI1f1 ANV Ol NOISIADWNO11VOO_131 i 'S3111iI1n 311S NO -FIV 0NIiV00­I 210=1 3I91SNOdS3b 2]OiOVd 111\100/2GNMO 30VNIVd 10 GNVIO ilNOO NOISO213 210=1 3­I91SNOdS3b SI 2]OiOVd JlNOOA:13NMO CABLECOM ENGINEER: KEVIN HARMOf_N3W1NVd30 S �L�.,��^�� ,��� S301A63S 1N31Nd0�3A34 R� b)tlSi' klk!BER: JB0001428817 SONOW03 d0 A110 wwlnla — PERMIT NUMBER: ---- EZoZ 80 unr PROJECT LOCATION: 15921 68Tn\ 3vA [C3QfVMad98026 CONSTRUCTION NOTES OBORE PLACING NEW (1)-2" CONDUIT AND CATV CABLE, O UPGRADE EXISTING PEDESTAL TO NEW SPH1432 PEDESTAL. POTHOLE UTILITY CROSSING PRIOR TO BORE/TRENCH. MAINTAIN MINIMUM VERTICAL CLEARANCE FROM EXISTING UTILITIES AT THE CROSSING. RESTORATION NOTES OA RESTORE OF SOFT SURFACE TO PRIOR CONDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING PROPERTY LINES AND THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. UTILITIES AND PROPERTY LINES SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED PUBLIC INFORMATION AND ARE APPROXIMATE. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND tF ORIENTATION. SEE SHEET #9 FOR SITE PHOTOGRAPHS. BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 o 360.722.2852 O 10' 20' Know what's below SHEET NUMBER Call before you dig 5 OF 9 SCALE: 1 "=20' PHOTO #1: FACING (SE) ON THE (W) SIDE OF STREET PHOTO #3: FACING (E) ON THE (W) SIDE OF STREET Ir wi 178'... SITE PHOTOGRAPHS 05/30/23 PHOTO #2: FACING (E) ON THE (W) SIDE OF STREET -�- 158' PHOTO #4: FACING (E) ON THE (W) SIDE OF STREET (25') 05/30/23 05/30/23 CONSTRUCTION NOTES OVERLASH NEW CATV CABLE. PLACE NEW (1)-2" 25' RISER AND CATV CABLE. TRENCH PLACING NEW (1)-2" CONDUIT AND CATV CABLE. PLACE NEW 1730 VAULT AT PROPOSED LOCATION. BORE PLACING NEW (1)-2" CONDUIT AND CATV CABLE. UPGRADE EXISTING PEDESTAL TO NEW SPH1432 PEDESTAL THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. CABLECOM ENGINEER: KEVIN HARMON ^T ,�f,.pJj,?J.`�jd3a BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 16778146TH /�C2lG�JJ `N11�LW. RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY I d0�3n34 FACILITES N WO KI NOT SHOWN IN THESE ORIGINAL SDK JMF 05/31/23 �� PROJECT NUMBER: JB0001428817 MONROE, WA 9�7�va33o Ain IU. PRINTS. PERSONS WORKING T THE N IN COVERED ,.: i BY THIS DRAWING MUST CONTACT THE STATEWIDE ____ ____ ____ 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 ---- ---- ---- CableCom PERMIT NUMBER: ---- Know what's below SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 15921 68TH AVE W, EDMONDS, WA 98026 a 3 n 13 0 all before you dig 9 OF 9 TRAFFIC CONTROL Completed By: LEN ENRIQUEZ Address: 15921 68TH AVE W , EDMONDS, WA 98026 Completion Date: 4/12/2023 Private Exterior Footages: Job Type: Select New Aerial Coax: 0 Overlash Coax: 0 New UG Fiber: 0 New Aerial Fiber: 0 Overlash Fiber: 0 Existing UG Fiber: 0 Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 Are Additional Pages Needed: No Job Subtype: Select Survey Scope: Post -Sale Project Manager: Select Source System: JB0001428817 I Legend I Provide Clear Private Exterior Construction Details New Ped ❑ New Vault ❑V Existing U/G i Existing Aerial New U/G '---' New Aerial Interior Path Exterior Building Path Footage Break Fiber Splice Point Storage Loop Riser Pole Lock Box 150' Footage Text Text Box Callout Arrow New Tap Phase Identifier PS' Power Suppy • Hard Surface Cut ROM EXISTING PUD POLE 207430 OVERLASH NEW ;ATV CABLE 127' (N) THEN PLACE NEW (1)-2" 25' USER. TRENCH 25' (N) THEN BORE A TOTAL OF 336' N) PLACING ONE NEW VAULTAND UPGRADING )NE EXISTING PEDESTAL. ALL CONSTRUCTION AND (ESTORATION TO MEET OR EXCEED CITY OF DMONDS STANDARDS. BUFFER DATA LONGITUDINAL BUFFER SPACE — B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (11"0 155 200 250 305 MO 425 4% 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9.9D0 TO 22.000 Ibs. HOST '. HICLE WEIGHT . 12.0013 Ibs. 45 MPH 45-55 MPH � SS MP-1 < 1 1.1 •r -1-55 161PH a 55 MPH 100' 123 17Z '1 100 150' PROTECTIVE VEHICLE (WORK VEHICLE)= R NO SPECIFIED DISTANCE REQUIRED X I X I X ONE LANE ROAD AHEAD 48' 4611 W70.4 48' ROAD BE WORK PREPARED AHEAD TO STOP 4611 48' W70-1 W70.7111 W:0.76 (OPTIONAL IF 40 MPH OR LESS) X SIGN SPACING = X (1) RURAL HIGhVAYS 60 16S MPH &W& RURAL ROWS 45 155 MPH SOU& RURAL ROADS A MtBAN ARTERALS 75 140 MPH )SO& RURAL ROADS. URBAN ARTERIALS 2S 130 MPH RESIDENTIAL A BUSINESS DISTRICTS 207& r4 URBAN STREETS 7S MPH OR LESS 1001& (7) 11) ALL SPACING MAY BE ADJUSTED 'O ACCOMMODATE INTERSECTIONS AND DWVElWYS. m -HIS SPACING MAY BE REDUCED IN L.R8M1 AREAS TO Fit ROADWAY CONDITIONS ^A'TO 107 .Z'TO 'CC e OtvlCt a OtVICL M' IH. I B "1"Ir' WORK AREA 0�1I F1l�J v O s:Ll W21N7A 3 68TH AVE W RECEIVED Jun 08 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W20-78 (OPTIONAL IF 46 MPH OR LESS) 48• 4(/' BE ROAD PREPARED WORK TO STOP AHEAD 48• l8• a8' 4611 . YV20.76 ONE LANE W20-1 ROAD AHEAD 46' 48• W2114A W2" x I x x I x ENGINEERING DIVISION APPROVED AS NOTED 1/E/l WQ✓.j,$,44z 06/29/2023 VV CHANNELIZATION DEVICE SPACING(FEEn MPH TAPER1 TANGENT 50105 10 TO 20 AO 15N5 10 TO 20 60 25r3.1 10 TO 20 40 NOTES 1. ALI. SIGNS ARE RLACK ON ORANGE LEGEND 2. EXTENDING THE CHANNEU23NG DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. FLAGGING STATION 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT q TEMPORARY SIGN LOCATION ONE -LANE, TWO-WAY TRAFFIC CONTROL FLAGGING FOR ADDITIONAL DETAILS.THE STANDARD SPECIFICATIONS T CHANNELILING DEVICES WITH FLAGGERS 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. ® PROTECTIVE VEHICLE •rc .....r...., o as c...c.�..��..�.ae... •w_... w�....n..a.wn..r ti...•r. ..w. NOT TO SCALE )..Y •...w. r..�....n.•rw..�.._ L•nr T.o N'• i.. C � FN ITOI c an o so— IW4 — " • FED.AIO PROJAO. � ks �I/ T171+ Washington State �•• .. Department of Transportation TRAFFIC CONTROL PLAN .+•• CONTACTS KEVIN HARMON CONSTRUCTION MANAGER CABLECOM KEVIN. HARMON@CABLECOMLLC.N ET 360.322.2805 SPENCER KARINIEMI OPERATIONS MANAGER BOOKER ENGINEERING SPENCER@BOOKERENG.COM 360.722.2852 SHEETINDEX 1 - COVER SHEET 2 - GENERAL NOTES 3-LEGEND 4/5 - DESIGN VIEW 1/2 6/8 - TYPICALS 1/3 9 - SITE PHOTOGRAPHS 1YK01Mel ZT 9=1 FROM EXISTING PUD POLE 207430 OVERLASH NEW CATV CABLE 127' (N) THEN PLACE NEW (1)-2" 25' RISER. TRENCH 25' (N) THEN BORE A TOTAL OF 336' (N) PLACING ONE NEW VAULT AND UPGRADING ONE EXISTING PEDESTAL. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. ADDRESS: 15921 68TH AVE W , PROJECT NAME: J B0001428817 EDMONDS, WA 98026 - PRINTS SITE LOCATION THEAC CABLES AL OCATVARYFROOF EXISTING MTHELOCATION CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE _ 16778 146TH ST SE #190, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK JMF 05/31/23 `�® �� PROJECT NUMBER: JB0001428817 72 , PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE ®9�5t2�fYai� N O R T H CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 C O M C A S T L-BEFOOCATINO U-DIG SYSTEM TFCONFIIES. PERMIT NUMBER ---- 2 ---- ---- ---- ahle' nm Ez�z $Q un(' Know what's below SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 15921 68TH AVE W , EDMONDS, WA 98026 ^ AL 0 —0 w —1111, 0 Call before you dig 1 OF 9 GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: ---- CURRENT INTERNATIONAL BUILDING CODE (IBC) ---- 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ---- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. THE ACT UAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMOI�N3A1aVd34 CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY S331AHEIS 1N3Ad O]3n- FAOILITIES NSW IRKING NOTSHOWNACOVTHESE ORIGINAL SDK JMF 05/31/23 ` ?� Eb PROJECT NUMBER: JB0001428817 SONOA03 JO)dlO PRINTS. PERSONS WORKING IN THE AREA COVERED ,.. i BY THIS DRAWING MUST CONTACT THE STATEWIDE 1 (- CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableCOf11 PERMIT NUMBER: ---- �.ZOZ HO Un CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 15921 68T®,1RA1901E 98026 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 15. Know what's belo Call before you di SHEET NUMBER 2 OF 9 SYMBOLS CATCH BASIN/INLET ® RISER — EXISTING ® RISER — PROPOSED FIRE HYDRANT POLE ANCHOR/DOWN GUY —EXISTING WATER/GAS VALVE POLE ANCHOR/DOWN GUY — PROPOSED LIGHT POST POLE ANCHOR/DOWN GUY — EXISTING STREET SIGN 01 AERIAL STORAGE — EXISTING 0, AERIAL STORAGE — PROPOSED ADA RAMP SPLICE POINT — EXISTING SPLICE POINT — PROPOSED BUSH V UTILITY VAULT — EXISTING (SIZE MAY VARY) HEDGE UTILITY VAULT — PROPOSED (SIZE MAY VARY) UTILITY PEDESTAL — EXISTING O (SIZE MAY VARY) TREE UTILITY PEDESTAL — PROPOSED o D © (SIZE MAY VARY) OUNDERGROUND STORAGE — EXISTING OTREE STUMP OUNDERGROUND STORAGE — PROPOSED UTILITY POLE — ® UTILITY POTHOLE EXISTING BORE/TRENCH —PROPOSED UTILITY POLE — (SIZE MAY VARY) PROPOSED LEGEND SYMBOLS CONT. LINETYPES RESTORATION LIMITS A AERIAL FIBER —EXISTING (SIZE MAY VARY) A AERIAL FIBER — PROPOSED n — — — — — — — — CONDUIT — EXISTING I UTILITY CONTINUES — — — — — — — — CONDUIT — PROPOSED CENTER LINE/STATION LINE — UTILITY ENDS R/W RIGHT OF WAY PARCEL BOUNDARY SEW SANITARY SEWER OCONSTRUCTION NOTE/RESTORATION CALLOUT SD STORM DRAIN W WATER (X) PHOTO LOCATION/ORIENTATION CALLOUT G GAS ��// STM STEAM (XXX') DIMENSIONS FROM PREVIOUS PAGE E ELECTRIC F/O FIBER OPTIC RETAINING WALL T TELEPHONE UNK UNKNOWN UTILITY X X FENCE NORTH ARROW ORT HATCH PATTERNS INFORMATION TABLES 0 oa a 0 0 o CONCRETE SIDEWALK a O O O O O GRAVEL O O O O O 0 0 0 0 0 0 BRICK/COBBLE WATER BODY #F IN: 0 OUT: 0 #F IN: 0 TAIL: 0 #F TAIL: 0 OUT: 0 TITLE N/A UTILITY1 0'-0" PROP UTILITY 1 0'-0" SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT SEQUENTIAL TAIL/OUT CALLOUT UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS ^I BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. CABLECOM ENGINEER: KEVIN HARM01VN3WlaVd30 BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 111 16778 146TH ST SE #190, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY S301A63S 1N3WdM3A34 FACILITIES SHOWN KI NOT HEARE THESE ORIGINAL SDK JMF 05/31/23 .` ®f PROJECT NUMBER: JB0001428817 Sa NOW03 dO A110 MONROE, WA 98272 o PRINTS. PERSONS WORKING T THE SHOWN IN COVERED E BY THIS DRAWING MUST CONTACT THE STATEWIDE ____ ____ ____ 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 C O M C A S T r �}1 7 7 R L-BEFOOCATINO U-DIG SYSTEM TFCONFIIES. PERMIT NUMBER ---- ` zoo ` o un� 2 ____ ____ ____ � Know what's below SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT --- ---- PROJECT LOCATION: 15921 681 1NA19 9M98026 Call before you dig 3 OF 9 3 BOLT CLINCHING CLAMP BOND MESSENGER TO POLE GROUND. MESSENGER CABLE COMMUNICATIONS CABLES ' LASH ALL CABLES TOGETHER WITH ALUMINUM WRAPPING TAPE AT 6' O.C. FROM SPLIT TO SPLIT IF MORE THAN ONE CABLE, LASH CABLE BUNDLE TO CABLE HANGER. TYPICALS LENGTH SHALL BE EQUAL TO OR GREATER THAN VERTICAL DISTANCE FROM BASE OF POLE TO CABLE ATTACHMENT POINT PLUS 22' �-AERIAL SPLICE BRACKET TYPICAL STRAND STORAGE FOR FIBER OPTIC CABLES FO CABLE MESSENGER CABLE AERIAL SPLICE TOP VIEW BRACKET AERIAL SLACK BRACKET DETAIL 5/8' EYE BOLT NOTE: 1. BRACKET RADIUS SHALL BE LARGER THAN CABLE MANUFACTURES MINIMUM BEND RADIUS FOR LONG TERM STORAGE OF LARGEST CABLE DIAMETER. LASHING WIRE 6' MIN. ALUMINUM WRAPPING TAPE (MIN. 4 TURNS REQUIRED AT ALL DEAD ENDS) AND CLAMP IF REDD. LASHING WIRE GROUND CLAMP ALUMINUM WRAPPING TAPE MESSENGER CABLE BONDED AND CLAMP IF REGO. TO POLE GROUND WOOD POLE TYPICAL CABLE CONTINUATION -SAME MESSENGER CABLE 5/8' U-BOLT �6"x 3" STEEL CLAMP STEEL POLE I TOP VIEW ALUMINUM WRAPPING TAPE FO CABLE ALUMINUM WRAPPING TAPE `l\ 'ASIDE VIEW AERIAL SPLICE `AERIAL SPLICE MESSENGER BRACKET ENCLOSURE CABLE AERIAL SPLICE DETAIL NOTE: 1. AERIAL SLACK BRACKETS SHALL BE USED AT ALL AERIAL SPLICE LOCATIONS. 2. ALL CABLES SHALL ENTER SPLICE CLOSURE AT SAME END. EYE TYPE STRANDVISE OR 3 BOLT CABLE CLAMP 6" MIN. MESSENGER CABLE STAINLESS STEEL BRACKET WITH 5/16" SHOULDER EYEBOLT. LOCKWASHER AND HE%NUT. 0 SQUARE CONCRETE POLE `LOWEST ELECTRICAL LINE OR BOTTOM 42" MIN. OF TRANSFORMER TRAFFIC COMMUNICATIONS 1' MIN. CABLE TELEPHONE OR TELEVISION CABLE MINIMUM CLEARANCE TO TELEPHONE OR TELEVISION CABLE CABLE EXTENSION BRACKET 5/8' EYE BOLT MEDIUM DUTY EYE TYPE STRANDVISE OR 3 BOLT CABLE CLAMP 6" MIN. MESSENGER CABLE WASHER, LOCK WASHER AND _= = DOUBLE NUT LASHING WIRE ALUMINUM WRAPPING TAPE 6" MIN. (MIN. 4 TURNS REQUIRED AT ALL DEAD ENDS) AND CLAMP IF READ. WOOD POLE GROUND CLAM7 MESSENGER CABLE BONDED TO POLE GROUND WASHER, LOCK —WASHER AND DOUBLE NUT TYPICAL POLE ATTACHMENT DETAIL WOOD POLE FOR MESSENGER DEAD END OR TURNS NOTE: DEAD END ATTACHMENTS TO BE UTILIZED ON ALL TRANSFERS FROM UTILITY POLES TO SIGNAL POLES. ALTERNATE CABLE CONTINUATION -SEPARATE MESSENGER CABLE STAINLESS STEEL CLAMP LASHING WIRE WITH ONE 360' SPIRAL PER FOOT CLOCKWISE AND ONE 360' SPIRAL PER FOOT COUNTER -CLOCKWISE. COMMUNICATIONS CABLE LASH ALL CABLES TOGETHER WITH - ALUMINUM WRAPPING TAPE THROUGH RADIUS IF MORE THAN ONE CABLE. OVERHEAD GUY, SPAN WIRE OR MESSENGER 'R MIN. ALUMINUM WRAPPING TAPE LASHING WIRE WITH ONE 360' SPIRAL PER FOOT CLOCKWISE AND ONE 360° SPIRAL PER FOOT COUNTERCLOCKWISE. NOTE: ALL FIBER TRUNK CABLE SHALL BE DOUBLE LASHED. DROP CABLE FIBER OPTIC CABLES WITH OR MAY BE SINGLE LASHED WITHOUT OTHER CABLES TYPICAL CABLE LASHING DETAIL DOUBLE LASHING TYPICAL POLE ATTACHMENT TYPICAL POLE ATTACHMENT FOR FOR STEEL POLE SQUARE CONCRETE POLE CABLE LASHED TO OVERHEAD MESSENGER CABLE THE ACT UAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. REVISIONS CABLECOM ENGINEER: KEVIN HARMOI� N3AliUVd30 NO. ENGINEER DRAFTER DATE BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES NS WNORNOT SHOWNINTHESE PRINTS. PERSONS WORKING IN THE AREA COVERED `PROJECT ,.: i GO ORIGINAL SDK JMF 05/31/23 S3OIAHEIS 1N3AdO]3n- NUMBER: JB0001428817 SONOA03 JOA-LI0 BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE - 1 PERMIT NUMBER: ---- EZOZ HO Un(' LOCATION OF UNDERGROUND FACILITIES. 2 C O M C A S T CableC0111 CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 15921 68TO'NA139� AS -BUILT ---- ---- ---- 98026 BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 15. Know what's belo Call before you di SHEET NUMBER 6 OF 9 TYPICALS SIGNATURE PEDESTAL HOUSING (SPH'") SERIES Houses active and passive equipment such as a line extender, or mini-bridger, and tap and splitter combos. III SPECIFICATIONS Dimensions: 14.5" x 33.5" x 15.5" (368mm x 851 mm x 394mm) (cover interior dimensions) :1 13.0" x 32.0" x 15.0 (330mm x 813mm x 381 mm) (base interior dimensions) • Shipping: 1 per carton, 4 per pallet Weight: 38 Ibs (17 kg) carton wo - FEATURES • 600 Series HDC cover designed for maximum • Universal bracketry provides a wide range of • heat dissipation equipment mounting options • • Self -Lock self -latching cover with various lock • Strip for customized labeling and identification head options • Winterized drop holes • Complete 360* access working area BRACKETRY BI- MB-8298 62 - MB-8298 & MB-8375 B3 - MB-8298 (2 ea) B4 - MB-8298 (2 ea) B5 - MB-8506 & MB-8375 B9 - MB-8503 & MB8375 (2 ea( �- LOCKING OPTIONS -= �a L00 - Standard Self- LHI -Hex Head LS I - Channell Star LOI -Standard Self- LOB - Standard Self -Locking Locking System & Hasp Self -Locking System Self -Locking System Locking System System & Channell Padlock i ACCESSORIES L09 - Standard Self- L90 -Standard Self- LH9 - Hex Head Locking System & Locking System & Self -Locking System - Highfield Lock Highfield Lock with & Highfield Lock Steel Tether A08 - 600 Series Cover with Anti -insect Vents AO - Trap/Filter Holder UNITED STATES CANADA UNITED KINGDOM AUSTRALIA MEXICO MALAYSIA Tel: 800.423.1863 905.565.1700 44.1689.871522 61.2 9738.8277 52.5537.41539 60.3.6120.2055 2-12 C H A N N E L L Fax: 909.296.2322 905.565.8080 44.1689.833428 61.2 9738.9763 52.5537.41540 60.3.6120.2051 SIGNIATURE PEDESTAL HOUSING (SPHT") SERIES O Determine Size EASY STEPS: 0 Select Cover Option 0 Designate Color SPH 1432 Signature Pedestal Housing O Determine Size Width Length ® Select Cover Option 6 - 600 Series Cover 0 Designate Color C 1 -Light Green C2 - Beige C3 - Dark Green C4 - Brown C5 - Grey C6 - Granite C7 - Sandstone C8 - Red Brick O Select Mounting BlacketS B1-MB-8298 B2 - MB-8298 & MB-8375 B3 - MB-8298 12 ea) B4 - MB-8298 (2 ea) 6: MB-8375 (2 ea) B5 - MB-8506 & MB-8375 B9 - MB-8503 0 Select Locking Option* L00 - Standard Self -Locking System & Hasp LH 1 - Hex Head Self -Locking System LS 1 - Channell Star Self -Locking System L01 -Standard Self -Locking System L08 - Standard Self -Locking System & Channell Padlock L09 - Standard Self -Locking System & Highfield Lock L90 - Standard Self -Locking System & Steel Tether Highfield Lock LH9 - Hex Head Self -Locking System & Highfield Lock ® Designate Additional Options AO - Trap/Filter Holder A08 - Cover with Anti -insect Vents A26 - Pedestal Identification Strip A27 - Cover with Anti -insect Vents & Pedestal Identification Strip O Select Mounting Brackets 0 Select Locking Option ® Designate Additional Options 6 CX BX LXX AXX Example: SPH143126CIBILHIAOB SPH1432: 600 Series Cover, Light Green, MB8298 Bracket, Hex Head Self -Locking System, Anti -insect Vents *Additional Self -Lock options available (not shown(. UNITED STATES CANADA UNITED KINGDOM AUSTRALIA MEXICO MALAYSIA Tel: 800.423.1863 905.565.1700 44.1689.871522 61.2 9738.8277 52.5537.41539 60.3.6120.2055 Fax: 909.296.2322 905.565,8080 44.1689.833428 61.2 9738.9763 52.5537.41540 60.3.6120.2051 C H A N N E L L 2-13 THEAC CABLES ALLOCAYTION OF EXISTING FROMTHELOCATION CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC MAYBOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 16778 146TH ST SE #190, 1N3lNl Vd3Zn, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY S301AN3SiN WdFACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK JMF 05/31/23 `� PROJECT NUMBER: JB0001428817 MON ROE, WA 98272 PRINTS.PERSONS WORKING IN THE AREA COVERED SONOW43 d0 BYTHIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 ------------ LOCATIONOFUNDERGROUNDFACILITIES. COMCAST uaco� PERMIT NUMBER: ---- n(�2 ____ ____ ____ � `�Cno'what's below SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT _ PROJECT LOCATION: 15921 68TH AVE W , EDMONDS, WA 98026 ou dig 7 OF 9 ---- ---- TYPICALS Oldcastle Enclosure Solutions OLDCASTLE POLYMER 1730 ...... ....... ..... ........ ......... .............................. ..................................... (formerly H-Series' ) COVER Style: Material: Model: Weight: Std. Fasteners: Bolt Down Detail T 2, 7 �/16" A MIN WALL THICKNESS 11/4" FOOTING A B C D E 1730-12 12 17-1/4 30-1/4 28-3/16 15-3/16 1730-18 18 17-1/8 30-1/8 28 15 1730-24 24 17 30 27-3/4 14-3/4 Based upon lid and body combination, this unit can be Tier 15 or Tier 22. * T22 rating when paired with T22 polymer concrete lid. Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location. Revision 2/2018 Options: Surface: Performance: BODY Material: Model: Weight: Wall Type: Performance: Flush Solid Polymer Concrete 17" x 30" Tier 15: 62 lbs. Tier 22: 85 lbs. 1/2-13 Stainless Steel Hex Head Bolt, Washer and Floating Nut Logos and Special Markings Slip Resistant ANSI/SCTE-77, Tier 15 or Tier 22* Polymer Concrete 17" x 30" 12" Depth: 65 lbs. 18" Depth: 88 lbs. 24' Depth: 114 lbs. Straight ANSI/SCTE-77 Tier 22 M. Medium Duty: Incidental, Non -deliberate Traffic ®Heavy Duty: Incidental, Non -deliberate Traffic For use in non -vehicular traffic situations only. Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly. 02018 Oldcastle, Inc. THE ACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED NO. ENGINEER DRAFTER DATE C3 ORIGINAL SDK JMF 05/31/23 ByTHIS DRAWING MUST CONTACT THE STATEWIDE CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 LOCATION OF UNDERGROUND FACILITIES. C O M C A S T - CableCom CONFIDENTIAL/ PROPRIETARY AS -BUILT --- `I Oldcastle Enclosure Solutions OPTIONS PRODUCT LOAD RATING NOTES AVAILABLE POLYMER COVER: Flush Solid Flush 2-Piece (Uni-Half) Flush Pedestal Provision AVAILABLE STEEL COVER: One Piece FASTENER OPTIONS FOR COVERS: Penta Head Bolt Oldcastle Enclosures Vandal Resistant Bolt Penta Coil Thread Boll: Captive Bolt Retainer ADD ON OPTIONS: EMS Marker (E) Mouseholes/Knockouts Rack Mount (A) Cable Racks/Cable Arms (B) Unistrut (C) Pulling Eye - 1,000 to and 3,000 Ib (D) Ground Buss (F ) Dividers Racking Provision Lid Gaskets* Solid Bottom Custom Marking Plate (Polymer) *Lid Gaskets inhibit water flow into the box, they do not make enclosure fully waterproof. OLDCASTLE POLYMER 1730 ......... .......... (formerly H-Series' ) ® Hex Head Penta Head Vandal Resistant A B C D E F Medium Duty: Incidental, Non -deliberate traffic For use in non -vehicular traffic situations only. Actual load rating is determined by the box and cover combination. Heavy Duty: Incidental, Non -deliberate traffic For use in non -vehicular traffic situations only. Actual load rating is determined by the box and cover combination. Actual load rating is determined by the box and cover combination. Weights and dimensions mail vary slightly ..................................................................................................................................................................................... All information contained on this sheet is current at the time of publication. Oldcastle reserves the right to discontinue or update product information without notice. 02018 Old —tie, Inc. CABLECOM ENGINEER: KEVIN HARMON PROJECT NUMBER: JB0001428817 PERMIT NUMBER: ---- PROJECT LOCATION: 15921 68TH AVE W , EDMONDS, WA 98026 BOOKER ENGINEERING LLC 16778 146TH ST SE #1 1N3W12 %01A2:13S 1N: MONROE, WA 98272 SONOw03 360.722.2852 unT-%gr- Know what's below SHEET NUMBER you dig 8 OF 9 RECEIVED / Jun 08 2023 CITY OF EDMONDS MyBuildingPermit.com CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Right -of -Way Application #1328132 - COMCAST - JB0001428817 Applicant First Name Last Name Company Name JESSAMIN SANTOS COMCAST Number Street Apartment or Suite Number E-mail Address 1701 JOHN F KENNEDY BLVD WACONSRUCTION JOINTUSE@COMCA City State Zip Phone Number Extension PHILADELPHIA PA 19108 (206) 401-2188 Contractor Company Name Cablecom LLC Number Street Apartment or Suite Number 19910 NORTH CREEK PARKWAY NORTH 100 City State Zip Phone Number Extension BOTHELL WA 98011 (360) 863-2628 (360) 454-3163 State License Number License Expiration Date UBI # E-mail Address CABLEL*971 DP 8/21/2023 FD99RSS79 SNOHOMISH.PERM ITTING@CABLECO Project Location Number Street Floor Number Suite or Room Number 15920 68TH AVE W City Zip Code County Parcel Number EDMONDS 98026 00513100003725 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 * HODGES Number Street Apartment or Suite Number 15920 68TH 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: 6/6/2023 Submitted By: JESSAMIN SANTOS Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1328132 - COMCAST - JB0001428817 Project Contact Company CABLECOM LLC Name: Name: LEAH IHLENFELDT Email: SNOHOMISH.PERM ITTING@CABLECOMLLC. NET Address: 19910 NORTHCREEK Phone (360) 670-4291 PARKWAY N, 100 #: BOTHELL WA 98011 Project Type Activity Type Scope of Work Utility Purveyor Utility Work Disturbance of Surface Project Name: COMCAST - JB0001428817 FROM EXISTING PUD POLE 207430 OVERLASH NEW CATV CABLE 127' (N) THEN Description of PLACE NEW (1)-2" 25' RISER. TRENCH 25' (N) THEN BORE A TOTAL OF 336' (N) Work: PLACING ONE NEW VAULT AND UPGRADING ONE EXISTING PEDESTAL. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. Project Details Project Information Job Number JB0001428817 Page 2 of 2