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ENG2022-0015 ROW PERMITOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds AveRIGHT ••01 11 www.cityofedmonds.gov Description: COMCAST - OPEN TRENCH CONDUIT INSTALL PEDESTAL ISSUED: 04/14/2022 Address: 8825 SHELL PL EDMONDS WA 98026-7344 EXPIRES: 10/14/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00373600501503 i NAME TYPE NAME ADDRESS PHONE APPLICANT TERESA STEMLER 1525 75TH ST SW, EVRETT WA 98203 (425)770-0020 CONTACT CABLECOM LLC 19910 NORTH CREEK PARKWAY NORTH, BOTHELL WA 98011 (360)622-5388 CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300 OWNER THOMAS & CHAMBERLAIN 8825 SHELL PL, EDMONDS WA 98026 F I N LAYSO N FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $110.00 $110.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $330.00 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. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 04/14/2022 RELEASED BY DATE Printed: Thursday, April 14, 2022 12:41:26 PM 1 of 2 -KRWOF WAY EUC PERMIT PERMITNUMBER, City of Edmonds www.cityofedmonds. ov/425.771.0220 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: Thursday, April 14, 2022 12:41:26 PM 2 of 2 of EDA404O� /111C. 1 S90 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�. RECEIVED Jan 27 2022 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 8825 SHELL PL EDMONDS WA 98026 Site Address or if no site address use Property Address at NW corner of project area: 8825 SHELL PL EDMONDS WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holdingapplicable) Name of Company COMCAST CABLE HOLDINGS Franchise Ordinance No: Point of Contact TERESA STEMLER Tide PERMIT COORDINATOR Address 1525 75TH ST SW City EVERETT State WA Zip 98203 Phone (425) 770-0020 Email Teresa_Stemler@comcast.com Contractor and Authorized Agent of Owner (see note below) Contractor Contacts During Construction Name of Company CABLECOM LLC Primary Name CABLECOM LLC - MICHAEL FINCH Agent Name Leah Ihlenfeldt Title CONTRUCTION SUPERVISOR Title PERMIT COORDINATOR Mobile 360-965-5085 Address 20021 120th Ave NE Suite 101 Email Michael.Finch@cablecomllc.net City BOTHELL State WA Zip 98011 Secondary Name Phone 360-670-4291 Title Email snohomish.permitting@cablecomlIc.net Mobile City of Edmonds Business License No: N R - 021818 Email State License No: CABLEL*971 DP Contractor verifies it is currently bonded N/ Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o. 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 well1 ❑ Traffic Control Only (no associated development) Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 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.) STARTING NEAR 8820 SHELL PL, CONTRACTOR TO TIE-IN TO EXISTING COMCAST PEDESTAL. OPEN TRENCH TO EXISTING COMCAST PEDESTAL NEAR 21241 PIONEER WAY AND TIE-IN. CONTRACTOR TO PLACE (1)4' CONDUIT AND (1) CATV CABLE THROUGHOUT. CONTRACTOR TO VERIFY EXISTING UTILITY DEPTHS AND LOCATIONS PRIOR TO CONSTRUCTION. ALL RESTORATION TO MEET OR EXCEED CITY OF EDMONDS 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 x 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 Details 1. of • to be Completed Does the utility owner have existing overhead infrastructure in the area of work? Yes No V 2. 1 Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)? 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? 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 stem? 5. Does the work involve proposed additions to an aboveground utility stem? If es: V 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 Yes No 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? 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: V How many are existing? 10 1 How many are to be added? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. I 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: V 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: Z-'a 2L&- DATE: 1/17/2022 APPLICANT PRINTED NAME: Leah Ihlenfeldt 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 TCP Completed By: W.WILSON-HARRIS Address: 8825 SHELL PL EDMONDS WA 98026 Completion Date: 10/26/2021 Private Interior Footages: Interior Footage: Empty Conduit Only: Is the Riser Map Needed: No Are Additional Pages Needed: No I COMICAST Survey Revision Date: Survey Revision Task ID: Engineered For: Project Manager: P2 ID: JB0000830676 Legend New Ped ❑ Pole New Vault a Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial ---- New Tap Interior Path Phase Identifier ❑1 Footage Break Fiber Splice Point Power Supply Ps Storage Loop Hard Surface Cut O Riser (D I Abandoned Cable I Provide Clear Construction Details I RECEIVED Jan 27 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIGN SPACING = X (1) 11 "•'. ROADS a URBAN ARTr RIAIS IS 140 MPH 3wa �. ROADS. URBAN ARTERIALS. 25 120 MPN 2WA M I ' MTLAL 6 BUSINESS DISTRICTS STREETS 25 MPH DR LE" 1001 '.II SPACING MAY BE ADJUSTED TO ACCOMMODATE I-, _RSECTIONS AND ORNEAWYS. ITS SPACWG WAY BE REDUCED IN URMN AREAS TO FIT +.::✓MMY CONDITIONS. 5t h' � - 5 start point 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. LEGEND Id TEMPORARY SIGN LOCATION a CHANNELIZING DEVICES r= PROTECTIVE VEHICLE ROAD WORK MINIMUM SHOULDER TAPER LENGTH = U3 (feet) V40TH BI v4DTH (Ire Posted Speed (mph) 25 TIC f! I AO !:: I !! 6C 65 70 6' 40 40 60 1 90 1- - - - 10 w 60 90 so USE A I DEVICES TAPER FOR SHOUTDERS LESS THEN 9 Shell Place L! l� end point BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPM 2S 1 30 1 35 40 1 45 1 50 1 SS 60 1 65 1 70 LENGTH (1a0 155 1 200 1 250 30S I 360 I 42S 1 495 570 1 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9.90D TO 21000 Ca. HOST VEHICLE WEIGHT > 72 OCO ps. < 45 MPII 45-65 MPII > 55 MPH < 45 MPH 45-55 VP11 > SS MPH 1W 1:? 177 74 1C0' Isa PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED T rEDRK AIRA v o o I ® /........... a OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING SHOULDER ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY WORK UTILITIES MAY REQUIRE A SEPERATE PERMIT. 4a W21-6 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE SHOULDER CLOSURE -LOW SPEED (40 MPH OR LESS) N(J I 10 SCALE CHANNELIZATION DEVICE SPACING leot MFYI I TAPFR 2Y40 1 30 2Y10 1 20 ENGINEERING DIVISION ...17TED / (�Wv 14/08/2022 NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SIWLL BE 20 tFT). 2. ALL SIGNS ARE BLACK ON ORANGE. Utility patches shall be combined and full width or half width overlay will be required depending on the extent of disturbance. Where utility patches fall entirely within one travel lane, the overlay shall extend to the centerline of roadway. Where utility patches extend into both travel lanes then a full width overlay is required. DATE TECH ENG 253.315.3326 comcast �C{�� �G�� ORIGINAL 12/16/21 MCK JJP WAECOENGINEER JOSEPHPARKER 8825 SHELL PL, COVER SHEET REV #1 03/0-- MCK JJP JPARKER@WAECOENG.COM O .ableCom E N G I ICI E E R 1 ICI G Knowwhat'sbelow. REVIEWED __-- CABLECOM ENGINEER CHRIS ATKINSON 360.@CAB37 EDMONDS WA 98026 "" "" CHRIS.ATKINSON@CABLECOMLLC.NET r Call before you dig. AS -BUILT ____ ____ ____ ADDRESS: 8825 SHELL PL, EDMONDS, WA 98026 PROJECT NAME: J B0000830676 SITE LOCATION CONTACTS CHRIS ATKINSON SUPERVISOR CABLECOM CHRIS.ATKINSON@CABLECOMLLC.NET 360.926.3437 JOSEPH PARKER ENGINEER MANAGER WAECO ENGINEERING JPARKER@WAECOENG.COM 253.315.3326 SITE INDEX 1 - COVER SHEET/SITE LOCATION 2-LEGEND 3-GENERAL NOTES 4 - DESIGN VIEW 5 - RESTORATION PLAN 6 - SITE PHOTOGRAPHS 7 - RESTORATION TYPICALS SCOPE OF WORK: STARTING NEAR 8820 SHELL PL, CONTRACTOR TO TIE-IN TO EXISTING COMCAST PEDESTAL. OPEN TRENCH / HOLE HAWG TO EXISTING COMCAST PEDESTAL NEAR 21241 PIONEER WAY AND TIE-IN. CONTRACTOR TO PLACE_(1)-4" CONDUIT AND (1) CATV CABLE THROUGHOUT. CONTRACTOR TO VERIFY EXISTING UTILITY DEPTHS AND LOCATIONS PRIOR TO CONSTRUCTION. ALL RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. ENGINEERING FIRM: WAECO ENGINEERING iN3wl Hd3G PROPRIETARY - NOT FOR DISTRIBUTION CLIENT FIRM: CABLECOM PROJECT NUMBER: JB0000830676 PERMIT NUMBER: ---- S30IA'63S-LN w # 1 OF 7 DRAWING NAME: EM - CUSTOMERS\CABLECOM\0 CABLECOM PRE 2022\2021 BUILT\21699 EDMONDS SHELLPL JB0000830676\ENG PRINTS-21\CAD\REV01\JB0000830676 PRINTS.DWG SONOW03 snsgm DATE TECH ENG 253.315.3326 SORIGINAL 12/16/21 MCK JJP WAECO ENGINEER JOSEPH PARKER 8825 SHELL PL \\\��'//,�'// /�//// �`�\\ REV #1 03/04/22 MCKL__ JJP JPARKER WAECOENG.COM O Ccomicast �JV/JVU� O ___ CABLECOMENGINEER CHRISATKINSON 3 0.926.3437 EDMONDS WA'98U26 LEGEND AbleCom E IN G 1 IN E E R I IN G Know what's below. REVIEWED --- --- CHRIS.ATKINSON@CABLECOMLLC.NET Call before you dig. AS -BUILT ---- ------ ® RISER POLE ANCHOR/DOWNGUY- EXISTING — — — — — — CONDUIT - EXISTING IN: 0 #F SEQUENTIAL CALLOUT — — — — — — CONDUIT - PROPOSED BORE PIT OUT: 0 A AERIAL FIBER - EXISTING POLE ANCHOR/DOWN GUY - PROPOSED A AERIAL FIBER - PROPOSED A AERIAL FIBER - OVERLASH i> PHOTO MARKER #F IN: 0 SEQUENTIAL IN TAIL CALLOUT R/W RIGHT OF WAY PROPOSED DOWN GUY ON EXISTING ANCHOR TAIL: �� 0 PARCEL BOUNDARY CATCH BASIN/INLET CURB O' C><) STORAGE - EXISTING TAIL 0 EOP EDGE OF PAVEMENT #F SEQUENTIAL TAIL OUT CALLOUT FIRE HYDRANT OUT: 0 X X FENCE G GAS Q' W WATER �li� GROUND/BOND �<0 STORAGE -PROPOSED T TELEPHONE E ELECTRIC I' -O= STREET LIGHT POST - EXISTING PB PULLBOX POLE #: XXXXX POLE TABLE/ ATTACHMENT CALLOUT OWNER: XXX ADDITIONAL NAL POLE TAG: x UTILITY 1: XX'-XX" a PROPOSED UTILITY: XX'-XX" MAKE READY xxx SEW SANITARY SEWER (SEW) SD STORM DRAIN [= STREET LIGHT o„ GRAVEL/ ROCK WALL TV CABLE TV PB PULBOX - PROPOSED STM STEAM OIL OIL 0— TRAFFIC ARM/STOP LIGHT o a UNK UNKNOWN UTILITY FDP FIBER DISTRIBUTION PANEL -EXISTING a SIDEWALK F/O FIBER OPTIC 0 TREE TEL TELECOMMUNICATIONS -------- STA. 1 +00 -------- STATION LINE BUSH FDP FIBER DISTRIBUTION PANEL - PROPOSED BRICK HEDGE r H SPLICE POINT - EXISTING rrrr WATER SYMBOL DESCRIPTION O MISC. UTILITY HDPE HIGH DENSITY POLYETHYLENE ►� SPLICE POINT - PROPOSED \ HH HANDHOLE \ � \ \ CONCRETE RESTORATION JB JUNCTION BOX UTILITY POLE - EXISTING MH MANHOLE UTILITY CONTINUES MP MILE POST POLE -PROPOSED � ASPHALT RESTORATION PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL CONDUIT ❑V VAULT - EXISTING UTILITY ENDS ROW RIGHT OF WAY ASPHALT OVER PCC RESTORATION STA. STATION El VAULT -PROPOSED PD-## PEDESTAL -NUMBER VT-## VAULT -NUMBER © PEDESTAL EXISTING - LANDSCAPE RESTORATION UP-## UTILITY POLE -NUMBER © PEDESTAL - PROPOSED IIPROPRIETARY - NOT FOR DISTRIBUTIONIEBw PROJECT NUMBER: J�Rca�EcoM DRAWING NAME: E:\1 -CUSTOM ERS\CABLECOM\OCABLECOM PRE 2022\2021 BUILT\21699 EDMONDS SHELLPL JB0000830676\ENG PRINTS-21\CAD\REV01\JB0000830676 PRINTS.DWG IT NUMBER: ---- SHEET # I 2 OF 7 sns3N DATE TECH ENG 253.315.3326 Ccomcast � ���GO ORIGINAL 3/04/21 MCK JJP WAECOENGINEER JOSEPH PARKER 8825 SHELL PL, GENERAL NOTES REV #1 03/04/22 MCK JJP JPARKER@WAECOENG.COM O CABLECOMENGINEER CHRISATKINSON 360.926.3437 EDMONDS WA98026 CableCom ENGINEERING Knowwhat'e below. REVIEWED CHRIS.ATKINSON@CABLECOMLLC.NET Call before you dig. AS -BUILT ---- ---- ---- 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. ENGINEERING FIRM: WAECO ENGINEERING LNdwl Vdda [PROPRIETARY -CUSTOM g FOR cDIST�RRBU� T200NUILTCL699NEDMONDS SHEBLLPCJOB 000830676\ENG PRINTS-21\CAD\ PROJ�ECT6NUMBER: JB0000830676 PERMIT NUMBER: ---- S301A2i3S1N wrr # 3 OF 7 1 DRAWING SONOW03 1 snsgm DATE I TECH 1 253.315.3326 comcast �C{�� �G�� ORIGINAL 3/ 4/21 MCK JJP WAECOENGINEER JOSEPHPARKER 8825 SHELL PL, REV #1 03/04/22 MCK JJP JPARKER@WA .3437 .COM PROJECT SHEET ableCom E ICI G I N E E R I N G Know what's below. REVIEWED ---- CABLECOM ENGINEER CHRIS ATKINSON 360.@CAB37 EDMONDS WA 98026 "" "" CHRIS.ATKINSON@CABLECOMLLC.NET r Call before you dig. AS -BUILT ---- ---- ---- CONSTRUCTION NOTES EXISTING COMCAST PEDESTAL. SWEEP UP CONDUIT FROM TRENCH. PULL THROUGH AND SPLICE CAN CABLE. 2O OPEN TRENCH TO PLACE (1)-4" CONDUIT. PULL (1) CAN CABLE THROUGH. O3 DIG 4'X6' BORE PIT. 4O HOLE HAWG UNDER DRIVEWAY TO PLACE (1)-4" CONDUIT. PULL (1) CAN CABLE THROUGH. iSYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. 0 TEL �G ZED O x \ x \ PARCEL# 00649900000900 \ 21241 PIONEER WAY \ x \ -paj!nbaj sl AeIJOAO u}pim Ilnj e u9gj sauel laneaj u}oq op puaixe sayojed Aj!I!jn aaayM -Aempeoi jo euipalueo \ au� 01 pua xa IIe s (eIaano au� 'OUel I0AeJj auo \ \ uipm AIa pe Ilej sepled AIIIIlIn aaayM -aoueganjs!p jo \ juajxe ayj uo 5ulpuedep paa!nbaa eq II!M f(elJano gjpIM °x 1Ieu ao ylp!m IInj pue poupwoo aq IIegs sayojed Ailmn I/ �x \ o x 0 x x t�D R/W R/ 2SD SD SD 5 SD SD \ Sp \ /v ' S( 2+00/� SHELL P L , -- --�-- -- —+�-- W W W W W W W W W W W W ' —w —G G G G G G G G 2 G G G�G G iv I T T T T T T T 1 ----14'� — TEL TEL TEL TEL TEL TEL TEL 3 �IMILJII ",ice i 41—I U / \ \ 4 \ PARCEL# 00649900000700 �h \ 8820 SHELL PL \ PARCEL# 00649900000600 \ 8830 SHELL PL \\ \ 'llWb3d DiVd ]3d3S `d 32iImaj xvN s3iiinIlf1 \ \ \ JAMB Ol NOISIAIWNOIiVOO_131 i 'S3Ilr1Ilf1 311S NO _ v \ \ JNIlb'001 2iOd 37181SNOdS32i 2t]=d JiNOORi3NM0 joefoJd papmed ayj 61 sJnoog PROPRIETARY -NOT FOR DISTRIBUTION ENGINEERING FIRM: WAECO ENGI Jo pasneo si }ey; spJepue;s ftgt`d EROJBH800aMe f�R�9NRWUMBER- ---- CLIENT FIRM: CABLECOM Aem-jo-}Ly6u 41!0 ul sjuauaa DRAWING NAME: EA1 - CUSTOMERS\CABLECOM\0_CABLECOM_PRE 2022\2021_BUILT\21699_EDMONDS_SHELLPL_JB0000830676\EN abeluoJ; Jo SeN lIn of 96ewep We Ile aoeldaJ/JledaJ pegs jueollddV MAINTAIN AS MUCH SEPARATION AS POSSIBLE FROM STORM MAIN. I] �O C3 / /X / y� D G P W \ y 1 WZ/80/tI am_191 d G,..,. ISIAId Jf 2J33N 10' 1N3 Vd30 N W� 3 SCALE: 1 "=20' ZZOZ ZZ aeW sns3m 4OF7 DATE TECH ENG 253.315.3326 ORIGINAL 12/16/211 MCK JJP WAECO ENGINEER JOSEPH PARKER JPARKER@WAECOENG.COM O 8825 SHELL PL, RESTORATION Ccomcast I S REV #1 03/04/22 MCK JJP N AhleGOm E ICI G 1 ICI E E R I N G Know what's below. REVIEWED CABLECOM ENGINEER CHRIS ATKINSON 360.@CAB37 EDMONDS WA 98026 _ - CHRIS.ATKINSON@CABLECOMLLC.NET � NOTES Call before you dig. AS -BUILT ---- RESTORATION NOTES �A RESTORE SOFT SURFACE TO PRIOR CONDITION. Og RESTORE ASPHALT ROADWAY PER CITY OF EDMONDS STANDARD DETAILS GU-400 & GU-410. PARCEL# 00649900000900 \ 21241 PIONEER WAY \ x \ x \ -paimbaa si Aelaano ylpinn Ilnj a uayj sauel I@Aeal yloq \ olui pualxe sepled Aj!I!jn aaayM -Aennpeoi jo euipejueo \ A aye o+ pua�xa Ileys �(elaano aye `auel IaAea� auo \ uigl!m Alaiijue Ilej sepled Aj!I!jn aaayM 'aoueganjsip jo \ S� juaIxe auj uo buipuedep paainbaa aq Minn Aelaano ylpinn \ 4Ie1-1 JO Ulpl.m Ilnj pue pauigwoo eq Ileys sayojed Am!m / P� 1*00 O \ I 0 lam\ rw RESTORATION LIMITS SHALL — BE DETERMINED BY CITY — INSPECTOR. 0 \ \ SHELL PL 2+00 \ \ \ PARCEL# 00649900000600 \ \ 8830 SHELL PL 0 x \ 4- PARCEL# 00649900000700 8820 SHELL PL IIPROPRIETARY - NOT FOR DISTRIBUTIONI c� ENT FiRiinvcaB�EcoMw CIVbI VCCRIIVb PROJECT NUMBER: JB0000830676 I PERMIT NUMBER: ---- DRAWING NAME: E:\1 -CUSTOM ERS\CABLECOM\OCABLECOM PRE 2022\2021 BUILT\21699 EDMONDS SHELLPL JB0000830676\ENG PRINTS-21\CAD\REV01\JB0000830676 PRINTS.DWG SCALE: 1 o°oo o // i i 1N3 \ # 1 5OF7 sns3m DATE TECH ENG _ 253.315.3326 Ccomicast � ORIGINAL 12/16/21 MCK JJP WAECO ENGINEER JOSEPHPARKER JpARKER@WAECOENG.COM O 8825 SHELL PL, SITE REV #1 03/04/22 MCK JJP ablel'onl E ICI G 1 ICI E E R I N G Know what's below. REVIEWED CABLECOM ENGINEER CHRIS ATKINSON 360.@CAB37 EDMON DS WA 98026 ---- CHRIS.ATKINSON@CABLECOMLLC.NET � PHOTOGRAPHS callbefomyoudlg. AS -BUILT ---- ---- yea r 11F2a/F2k20111112411 FACING SOUTH FROM THE NORTHEAST SIDE OF SHELL PL CONSTRUCTION NOTES O EXISTING COMCAST PEDESTAL. SWEEP UP CONDUIT FROM TRENCH. PULL THROUGH AND SPLICE CAN CABLE. 2O OPEN TRENCH TO PLACE (1)-4" CONDUIT. PULL (1) CATV CABLE THROUGH. O3 DIG 4'X6' BORE PIT. O4 HOLE HAWG UNDER DRIVEWAY TO PLACE (1)-4" CONDUIT. PULL (1) CAN CABLE THROUGH. ENGINEERING FIRM: WAECO ENGINEERING iN3wJ Hd30 PROPRIETARY - NOT FOR DISTRIBUTION CLIENT FIRM: CABLECOM PROJECT NUMBER: JB0000830676 PERMIT NUMBER- ---- S301A2i3S1N w ET # 6 OF 7 DRAWING NAME: E:\1 - CUSTOMERS\CABLECOM\0_CABLECOM_PRE 2022\2021_BUILT\21699_EDMONDS_SHELLPL_JB0000830676\ENG PRINTS-21\CAD\REV01\JB0000830676_PRINTS.DWG SONOW03 77n7 77 JBIAI snsgm DATE TECH ENG 253.315.3326 comcast �C{��� �G�� ORIGINAL 12/16/21 MCK JJP WAECO ENGINEER JOSEPH PARKER JPARKER@WAECOENG.COM O 8825 SHELL PL, RESTORATION REV #1 03/04/22 MCK JJP �aWeCom E ICI G I ICI E E R I ICI G Knaw whaPe be low. REVIEWED ---- __-- CABLECOM ENGINEER CHRIS ATKINSON 360.@CAB37 EDMONDS WA 98026 ---- CHRIS.ATKINSON@CABLECOMLLC.NET TYP I CALS Callbeforeyoudlg. AS -BUILT ---- ---- ---- HMA FINAL JOINT SHALL BE A NEAT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. �In 4 u a° ° / / / / / MATERI // // // // // ° BASE IMPORI OR NAIVE MAIERIAL CRUSHED SURFACE COURSE PER STD BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH 14 HMA CLASS 1/2" PG 58H-22 (SEE NOTES 4 & 5 11 ri NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE CITY OF EDMONDS TYPICAL HMA AND FEBRUARY 2020 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS } . 1 g 9 APPROVED BY: R. ENGLISH G U — 410 \j \jam 6" MIN / 6" MIN 8" MIN 8" MIN SEE NOTE 1 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U — 40 0 ENGINEERING FIRM: WAECO ENGINEERING iN3Wl Vd30 PROPRIETARY - NOT FOR DISTRIBUTION I CLIENT FIRM: CABLECOM PROJECT NUMBER: JB0000830676 I PERMIT NUMBER: ---- S3OIA'63S1N W ­119m # 7 OF 7 DRAWING NAME: EM - CUSTOMERS\CABLECOM\0 CABLECOM PRE 2022\2021 BUILT\21699 EDMONDS SHELLPL JB0000830676\ENG PRINTS-21\CAD\REV01\JB0000830676 PRINTS.DWG SONOW03 snsgm