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APPROVED ENG2024-0085 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds 98020 - . www.edmondswa.gov i Description: COMCAST - TRANSFER TO NEW POLE & UNDERGROUND NEW SERVICE ISSUED: 03/27/2024 Address: 302 6TH AVE S EDMONDS WA 98020-3405 EXPIRES: 09/27/2024 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00434212201900 Isle]' NAME TYPE NAME ADDRESS PHONE APPLICANT JESSAMIN SANTOS 1701 JOHN F KENNEDY BLVD, PHILADELPHIA PA 19108 (206)401-2188 CONTACT CABLECOM LLC 1429 AVENUE D 339, SNOHOMISH WA 98291 (360)670-4291 CONTRACTOR CABLECOM LLC 19910 NORTHCREEK PARKWAY N, BOTHHELL WA 98011 (363)608-6700 OWNER CHRIS H PICKERING 2611 NE 113TH ST 300, SEATTLE WA 98125 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $45.00 $45.00 ENG - INSPECTIONS $378.00 $378.00 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: 03/27/2024 Printed: Wednesday, March 27, 2024 2:47:33 PM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT NUMBE3 City of Edmonds ,...Ave N, Edmonds WA 9:01 11: 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 RESTOR LIMITS Printed: Wednesday, March 27, 2024 2:47:33 PM 2 of 2 RECEIVED U1n INC. iago SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right-of-Wgy permit Handout E6�. Feb 27 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 COMCAST - JB0001678587 Site Address or if no site address use Property Address at NW corner of project area: 302 6TH AVE S, EDMONDS Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of CompanyCOMCAST CABLE HOLDING Franchise Ordinance No: Point of Contact J ESSAM I N SANTOS Title PERMIT COORDINATOR Address 1701 JOHN F KENNEDY BLVD City PHILADELPHIA State PA Zip 19108 Phone 206-401-2188 Emai1WACONSTRUCTION JOINTUSE@COMCAST.COM Contractor and Authorized Agent of •wner (see note •- •w) Name of Company CABLECOM LLC Contractor ContactsDuring Construction Primary Name CABLECOM LLC - MIKE FINCH Agent NameLEAH IHLENFELDT Title CONSTRUCTION SUPERVISOR Title PERMIT SUPERVISOR Mobile360-965-5085 Address 1323 AVENUE D #339 Email MICHAEL.FINCH@CABLECOMLLC.NET CitySNOHOMISH State WA ZiP98290 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`971 DP V Contractor verifies it is currently bonded 16 Contractor verifies it currently has general liability insurance NOTE: ECDC18.6o.o2o 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 \-� 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.) TRANSFER EXISTING COMCAST AERIAL STRAND AND CATV CABLE FROM EXISTING POLE TO NEW POLE. PLACE NEW (1l-2" RISER AND CATV CABLE 25' DOWN POLE. PLACE NEW 1730 VAULT AT PROPOSED LOCATION. PROOF/PULL NEW CATV CABLE THROUGH DEVELOPER PLACED (1)-2" CONDUIT. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDM ND_ STANDARDS RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF x LF SF Alley 72 hours + LF x LF SF Parking 72 hours + LF JxJ LF SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTIONC. 1. The work in the right of way is on or for the following type of facilities: ❑ telecommunications d cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details of Work to be Completed 1. Does the utility owner have existin overhead infrastructure in the area of work? Yes No 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? If yes, describe: NEW RISER AND VAULT BEING PLACED IN ALLEY 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? 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 Work to be Completed Yes No 6. 1 Does your project involve rebuilding or replacing utility equipment which currently serves more v 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? I I How many are to be added? 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 additionalpoles 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: ��� C wu 6 �T DATE: 2/22/2024 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 Dmi 1 SNOIl0DdSN1 11`d T n ,oS 524 MAPLE ST PARCEL# 00728900210100 0flcbobQ0 0 0,W RAW O 07)0. 0 I> 533 ALDER ST PARCEL# 00639900100100 g12EEINIpN� Ai10 Ag dIAI� N UV` ]OlS�121 sauel 18 CON UITAND B#At REVISIONS IBOJ 0 a 0AY RYFROMTHISTING ION LL,9 cre.IGINEERINGDISCLAIMS ANY 'W"�I���7 EL FOR DAMAGES INCURRED TO ANY NO. ENGINEER DRAFTER DATE 'auel FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ALW 02/07/2024 4 1a IN THE AR VERED NG IRK(CONTACT �iS� STAOTEWIDE MUST THE CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 ---- ---- ---- -eoueq n UNDERGROUND FACILITIES. 2 11M Ae1Ja L"pV*TIAL/ PROPRIETARY AS -BUILT ---- ---- ---- 540 MAPLE ST PARCEL# 00434212201700 SXV R /W DIG PIT 86' 30' R 318 6TH AVE S PARCEL# 00434212202100 CONSTRUCTION NOTES a L O1 TRANSFER EXISTING COMCAST AERIAL STRAND AND CATV CABLE FROM EXISTING POLE TO NEW POLE. 2O PLACE NEW (1)-2" RISER AND CAN CABLE 25' DOWN POLE. / ° O3 PROOF/PULL NEW CATV CABLE THROUGH DEVELOPER PLACED (1)-2" CONDUIT. 302 6TH AVE S 4O PLACE NEW 1730 VAULT AT PROPOSED LOCATION. PARCEL# 00434212201900 K111111111 3'X3' 2 DIG PIT 4' R/W -- 40' -- v / 1 9RW R/W 11 I 11 1 II❑ Ln LU Q ,iim:3d 31`d�:13d3S `d 3i JIno0 i? Am S3111-iI1f1 ANV Ol NOISIA32t/NOliVOO-I3iJ 'S3111i11n 311S NO alb' JNIiV0O_1 210d 3_181SNOdS3] J iJ010V'I1N00/b3NMO BOVNIVd 10 (INVIMi1N00 NOISO213 210=1 3181SNOdS3b SI 2]OiOd 111\100/213NMO }oefoid pa; pied ay; 6ulanp sin000 " CLIEWIVI t REER: ENGINEER j�o sl;ey} spiepue}s iad y61a A110 ul sluaw S B�,GU& WBER: JB0001678587 S301A2J3S_LN3Wd013A30 C M o ;�y;t 6e a oe d I a e s R: --- PROJECT LOCATION: 302 6TH AVE 8 ry ° O 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 LOCATING 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 #X FOR SITE PHOTOGRAPHS. BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 , 360.722.2852 NORTH 0 10' 20' Know what's below SHEET NUMBER Call before you dig 4 OF 6 SCALE: 1 "=20' is seplea AllIlin PHOTO #1: FACING NORTH ON THE SOUTH SIDE OF STREET PHOTO #3: FACING EAST ON THE WEST SIDE OF STREET SITE PHOTOGRAPHS PHOTO #2: FACING NORTHWEST ON THE SOUTH SIDE OF STREET 91 301 � (4U•) t L CONSTRUCTION NOTES O TRANSFER EXISTING COMCAST AERIAL STRAND AND CATV CABLE FROM EXISTING POLE TO NEW POLE. O PLACE NEW (1)-2" RISER AND CATV CABLE 25' DOWN POLE. O3 PROOF/PULL NEW CATV CABLE THROUGH DEVELOPER PLACED (1)-2" CONDUIT. 4O PLACE NEW 1730 VAULT AT PROPOSED LOCATION. THEAC CABLES ALLOCAYTION OF EXISTING FROMTHELOCATION CONDUIT AND REVISIONS CLIENT ENGINEER: ENGINEER BOOKER ENGINEERING LLC MAYBOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE `1 i' 16778 146TH ST SE #190, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY 1N 3 W 1H Vd 3O FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ALW 02/07/2024 PROJECT NUMBER: JB0001678587 S301A2J3S 1N3WdM3A30 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE 1 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T L15. OCATION OF UNDERGROUND FACILITIES. CableCom PERMIT NUMBER: ---- qE)71 Know what's below SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT PROJECT LOCATION: 302 6TH AVE Wib Call before you dig 6 OF 6 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM TRAFFIC CONTROL Completed By: LENENRIQUEZ Address: 302 6TH AVE S, EDMONDS. Completion Date: 2/22/2024 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: JB0001678587 Legend Provide Clear Private Exterior Construction Details TRANSFER EXISTING CST AERIAL STRAND AND CATV CABLE FROMM EXISTING POLE TO NEW RECEIVED New Ped POLE. PLACE NEW (1)-2" RISER AND CATV CABLE 25' DOWN POLE. PLACE NEW 1730 VAULT AT TRAFFIC CONTROL INSPECTION SHALL BE Feb 27 2024 New Vault �V PROPOSED LOCATION. PROOF/PULL NEW CATV CABLE THROUGH DEVELOPER PLACED (1)-2" REQUIRED WHENEVER WORK ZONE IS SET UP CITY OFEDMONDS CONDUIT. ALL CONSTRUCTION AND RESTORATION DEVELOPMENT SERVICES DEPARTMENT Existing U/G TO MEET OR EXCEED CITY OF EDMONDS Existing Aerial I01ES ALL R11.2 (ROAD CLOSEDI SIGNS SHALL BE POSTED a-[ZTi' New U/G ON TYPE 3 BARRICADES ALL BARRICADES SHALL BE PLACED BEHIND THE SIDEWALK AT ALLEY ENTRANCES SO AS TO NOT New Aerial _ _ _ _ _ INTERFERE WITH PEDESTRIANS NO DETOUR REQUIRED SINCE THIS ALLEY DOES DA 1 1 c )N S I DAYTON ST Interior Path NOT HAVE AN OUTLET SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES DURING WORK HOURS Exterior Building Path Footage Break -a. av�+v o3som Fiber Splice Point H mou Storage Loop co �1.�PLt. s l a MAPLE S F Riser r :L, Pole Lock Box 8�.11 a ALLEY ' worac AaEAs -a = j 524 MALE ST (- 150' Footage _ ' ALDER ST ALDER S 1 Text Text Box I Callout Arrow *W20-3 New Tap ❑1 SCALE: N.T.S. Phase Identifier Power Suppy wALNUUSr ENGINEERING DIVISION • APPROVED AS NOTED Hard Surface Cut 1I/ 1% �� tV jL j, $,44p 03/21 /2024 KEVIN HARMON CONSTRUCTION MANAGER CABLECOM KEVIN.HARMON@CABLECOMLLC.NET 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 - DESIGN VIEW 5 - TYPICALS 6 - SITE PHOTOGRAPHS YKo]to] WIT, 1017:/ TRANSFER EXISTING COMCAST AERIAL STRAND AND CATV CABLE FROM EXISTING POLE TO NEW POLE. PLACE NEW (1)-2" RISER AND CATV CABLE 25' DOWN POLE. PLACE NEW 1730 VAULT AT PROPOSED LOCATION. PROOF/PULL NEW CATV CABLE THROUGH DEVELOPER PLACED (1)-2" CONDUIT. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. ADDRESS: 302 6TH AVE S, EDMONDS. PROJECT NAME: JB0001678587 - PRINTS u r. r Ic�S u J a " 111 i Maw► ANNEALD ST rs� ' Am . y f mv VICINITY MAPX—VILLE m �''lt} Park • f woodwa 1 h Esperance � �_ Beach Eli �Mftwater •. ■ 1 SITE LOCATION I, if rt THE ACT UAL LOCATION OF EXISTING CONDUIT AND REVISIONS CLIENT ENGINEER: ENGINEER BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1i 16778 146TH ST SE #190, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY 1N3 W1H Vd3O FACILITIES SHOWN OR NOT SHOWNINTHESE ORIGINAL SDK ALW 02/07/2024 ` PROJECT NUMBER: JB0001678587 S301A2J3S 1N3Wd0T3A30 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED By THIS DRAWING MUST CONTACT THE STATEWIDE 1 360.722.2852 15 NORTH CALL-BEFORE-VOU-DIGSYSTEM TOCONFIRM THE C O M CAST LOCATION OF UNDERGROUND FACILITIES. CableCom PERMIT NUMBER: ---- 2 Know what's below SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 302 6TH AVE Call before you dig 1 OF 6 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 CLIENT ENGINEER: ENGINEER BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1i 16778 146TH ST SE #190, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY 1N3 W1H Vd3O FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ALW 02/07/2024 ` PROJECT NUMBER: JB0001678587 S301A2J3S 1N3Wd0T3A30 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVEREDQnKIQIAinj o BY THIS DRAWING MUST CONTACT THE STATEWIDE 1 360.722.2852 CALL-BEFORE-OFU UNDERGROUND CONFIRM THE C O M C A S T LocnnoNOFUNDERGRouNDFAcwTles. CableCom PERMIT NUMBER: ---- qE)71 Know what's below SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 302 6TH AVE �„€�1�Vf�1� n "` I Call before you dig 2 OF 6 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 I/ STM STEAM (XXX') DIMENSIONS FROM PREVIOUS PAGE E ELECTRIC F/0 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) THEAC CABLES ALLOCAVTION OF EXISTING FROMTHELOCATION CONDUIT AND REVISIONS CLIENT ENGINEER: ENGINEER BOOKER ENGINEERING LLC MAYBOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE `1 i' 16778 146TH ST SE #190, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ALW 02/07/2024 �. PROJECT NUMBER: JB0001678587 S30IA2J3S 1N3WdOl3A30 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED By THIS DRAWING MUST CONTACT THE STATEWIDE ____ ____ ____ 360.722.2852 CALL-BEFORE-OFU ND SYSTEM TO CONFIRM THE 1 C O M C A S T L0. OCATION OF UNDERGROUND FACILITIES. /ableCom � PERMIT NUMBER: ---- tzn717 2 Know what's below SHEET NUMBER 2 CONFIDENTIAL/ PROPRIETARY AS -BUILT --- ---- ---- PROJECT LOCATION: 302 6TH AVE Call before you dig 3 OF 6 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. `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. THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLES MAY VARY FROM THE LOCATION SHOWN. CLIENT ENGINEER: ENGINEER BOOKER ENGINEERING LLC 1N3W1 d3a BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE `1 i' 16778 146TH ST SE #19 RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY OIA?13SiN WdO� FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ALW 02/07/2024 ► / PROJECT NUMBER: JB0001678587 MONROE, WA 98272 SONowa3 Onil PRINTS. PERSONS WORKING IN THE AREA COVERED 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 LOCATION OF UNDERGROUND FACILITIES. I� PERMIT NUMBER: ---- a 2 ;ablecom Know what's below SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 302 6TH AVE S, EDMONDS. a 9 n I MVu dig 5 OF 6 RECEIVED Feb 27 2024 --- CITY OF EDMONDS , DEVELOPMENT SERVICES CITY OF EDMONDS MyBuildingPermit.com DEPARTMENT Right -of -Way Application #1446921 - COMCAST - JB0001678587 Applicant First Name Last Name Company Name JESSAMIN SANTOS COMCAST Number Street Apartment or Suite Number E-mail Address 1701 JOHN F KENNEDY BLVD WACONSTRUCTI0N JOINTUSE@COMC City State Zip Phone Number Extension PHILADELPHIA PA 19108 (206) 401-2188 Contractor Company Name Cablecom LLC Number Street Apartment or Suite Number 1429 AVENUE D 339 City State Zip Phone Number Extension SNOHOMISH WA 98291 (360) 670-4291 (360) 454-3163 State License Number License Expiration Date UBI # E-mail Address CABLEL*971 DP 8/21/2025 FD99RSS79 SNOHOMISH.PERM ITTING@CABLECO Project Location Number Street Floor Number Suite or Room Number 302 6TH AVE S City Zip Code County Parcel Number EDMONDS 98020 00434212201900 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 Chris H Pickering Number Street Apartment or Suite Number 2611 NE 113TH ST 300 City State Zip SEATTLE WA 98125 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: 2/22/2024 Submitted By: JESSAMIN SANTOS Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1446921 - COMCAST - JB0001678587 Project Contact Company CABLECOM LLC Name: Name: LEAH Email: SNOHOMISH.PERM ITTING@CABLECOMLLC.NET IHLENFELDT Address: 1429 AVENUE D Phone (360) 670-4291 339 #: SNOHOMISH WA 98291 Project Type Activity Type Scope of Work Utility Purveyor Utility Work Disturbance of Surface Project Name: COMCAST - JB0001678587 'TRANSFER EXISTING COMCAST AERIAL STRAND AND CATV CABLE FROM EXISTING Description of POLE TO NEW POLE. PLACE NEW (1)-2" RISER AND CATV CABLE 25' DOWN POLE. Work: PLACE NEW 1730 VAULT AT PROPOSED LOCATION. PROOF/PULL NEW CATV CABLE THROUGH DEVELOPER PLACED (1)-2" CONDUIT. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. Project Details Project Information Job Number JB0001678587 Page 2 of 2