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ENG2022-0587 ROW PERMIT�~ o� RIGHT OF WAY EUC PERMIT o f EdmondsCity of Edmonds PERMIT NUM 98020 1 1 www.edmondswa.gov i Description: COMCAST - BORE 155' OF NEW CONDUIT ISSUED: 02/27/2023 Address: 410 PINE ST EDMONDS WA 98020-4161 EXPIRES:08/27/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00582000100101 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT JESSAMIN SANTOS 410 VALLEY AVE WA, PUYALLUP WA 98371 (206)401-2188 CONTACT COMCAST 410 VALLEY AVE WA, PUYALLUP WA 98371 (206)401-2188 CONTRACTOR CABLECOM LLC 1316 BONNEVILLE AVE, BLDG A, SNOHOMISH WA 98290 (360)668-1300 OWNER JOHN RJR KENNEDY 617 DAYTON 7, EDMONDS WA 98020 FEE INFORMATION DESCRIPTIONWINAMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $220.00 $220.00 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. RELEASED BY: MAJ DATE: 02/27/2023 Printed: Monday, February 27, 2023 3:34:48 PM 1 of 2 RIGHT OF WAY EUC PERMIT City • • • ••:� Ilk- i 1 1 -. •. i CONDITIONS CONDITION TYPE NOTES ALERT RESIDENTS ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD ESC REQUIREMENTS REQUIREMENTS. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the HOLD HARMLESS issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT. INSPECTIONS www.mybuildingpermit.com POTHOLING VERIFY CLEAR BORE CROSSINGS. RESTORE LANDSCAPE Restore landscape to like or better conditions Sound or noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on SOUND AND NOISE weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites and activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT NOTES COMPLETE A-1 JOB START E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS Printed: Monday, February 27, 2023 3:34:48 PM 2 of 2 RECEIVED pin INC. i ago 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�. Jan 30 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 Info Project Name COMCAST - JB0001223068 Site Address or if no site address use Property Address at NW corner of project area: 1020 5TH AVE S EDMONDS WA 98020 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 410 VALLEY AVE NW City PUYALLUP State WA Zip 98371 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 - MICHAEL FINCH Agent NameLEAH IHLENFELDT Title CONSTRUCTION SUPERVISOR Title PERMIT SUPERVISOR Mobile (360)965-5085 Address 19910 NORTHCREEK PARKWAY N, STE 100 Email MICHAEL.FINCH@CABLECOMLLC.NET City BOTHELL State WA Zip 98011 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 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.) :•LVA ► relKel►VA ` 912 6"11 ril N 011 WiTS wo1 ` ` • ` • ► 1PLACING ■ _ ■ ■ . ■ ■ WALWAV-1 M IK Jgugbg a_ 0_ a K1 Lai aukag m pi I I LEI \- 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 existing overhead infrastructure in the area of work? Yes No 717 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? If yes, describe: PLACING OF CONDUIT AND CATV CABLE 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? v /� 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 Work to be Completed Yes No 6. 1Does your project involve rebuilding or replacing utility equipment which currently serves more X than one lot or commercial development? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? 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: X How many? I I What is the height of the poles after? Describe the modification rebuild: SECTION C Traffic Control and Public Safety. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their possession. Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all permit fees. APPLICANT SIGNATURE: �w L DATE: 1 /30/2023 APPLICANT PRINTED NAME: LENAIZA ENRIOUEZ 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 11 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' DNOZ NEW 2JDADNDHM ciaji oaj X T X T X ROAD ONE LANE 0 > WORK ROAD AHEAD /201 gHEADW20- W20-7 GENERAL NOTES: W 1. ALL "W" SERIES SIGNS SHALL BE 48" FLUORESCENT ORANGE, UNLESS OTHERWISE NOTED. 2. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. 3. PEDESTRIAN SPOTTERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 4. NOTIFY TRANSIT AUTHORITY FIVE DAYS PRIOR TO STARTING WORK. 5. ALL LANES SHOULD BE A MINIMUM OF 10' IN WIDTH AS MEASURED TO THE NEAR FACE OF THE CHANNELIZING DEVICES. D/W SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' +1- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SIDEWALK I%/IiSfKrfa «5TH AVE S 25 MPH �► «"� �► �->> 4 -4 D/W r THIS IS A COMCAST DOCUMENT, PROPRIETARY & C DESIGN: REV DESCRIPTION kNi0 ISSUE FOR PERMIT JNI DRAWN BY: DOM APPROVED: APPROVED: APPROVED: X v W20-7 DAN 0 << DAW - - D1W INSTALL TEMPORARY NO PARKING SIGNS MAI NTAI N TWO 11, TRAVEL LAN ES ^ (If Required) WHERE POSSIBLE. X I*W20-7 x [*W 4 x ROAD THE ROAD W16-1P 1005 5th Ave S, Edmonds, WA 98020 3 GNV-102J1N00 NOISO2J3 2JOd 3181 2J SI 2J=V� J1NOORJ3NM0 1loafad pa;I jad ay; Buunp s n000 jo pasneo sl;ey; spjepue;s Alp jad AEM-;o-ty6u Aj!0 ul s;uawanojdwl 7nin1O , J Ab IMPORTANT NOTICE Zi S31 Ilfl IS N Wed Section # 4216/4217 of the Government Code requires a Dig Alert &0323�81 NOdS32J 2101 N Oldentification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Z1-800-227-2600 ufiiu LEGEND Traffic Cone or Delineator Sign ® Work Vehicle Flagger o Pothole Location CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 W3-4 *W21-4 X II II II II II II I X z _ !0-1 v� N ISI ON12J33NIJN3 � I (/yI1 x D/W D/W I I 1N311412iVd30 S301A213S 1N3INdM3A3G SGNOING3 d0 AiI0 EZOZ q I- qaj 410 PINE ST, EDMONDS, WA TRAFFIC CONTROL - EAST SIDE OF 5TH AVE S PROJ#: JB1223068-SPAN REPLACEMENT CONSTRUCTION TYPE: BORE SYSTEM: EDMONDS NODE: ROAD WORK AHEAD W20-1 D/W �us STOP f� BUS STOP I D/W TC-1 SHEET: 1 OF 2 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' M 0 r U ;r x c = r O `P "' m o do 1dS SI DNOZr YN9AdND D �18 T1`dHS N6013NI NOO Ij 2ji D/W D1W -19 » SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350' +/- RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200' +1- (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. IIIIIIIIIIIIo D/W X X X ROAD OEA ONE LANE X ROAD AHEAD -1 W20-4 W20-7 07 GENERAL NOTES: -C 1. ALL "W" SERIES SIGNS SHALL B 8" W20-7 FLUORESCENT ORANGE, UNLESS _ X OTHERWISE NOTED. W 2. NIGHT WORK REQUIRES ADDITIONAL Z ROADWAY LIGHTING AT FLAGGING [*W3-,4 STATIONS. 3. PEDESTRIAN SPOTTERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 4. NOTIFY TRANSIT AUTHORITY FIVE X DAYS PRIOR TO STARTING WORK. D/I^/ 5. ALL LANES SHOULD BE A MINIMUM OF ROAD 10' IN WIDTH AS MEASURED TO THE / WORK NEAR FACE OF THE CHANNELIZING T AHEAD DEVICES. D/W I W20-1 THIS IS A COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL REV DESCRIPTION DATE DESIGN: 0 ISSUE FOR PERMIT 02/14/2023 DRAWN BY: DOM APPROVED: APPROVED: APPROVED: 1020 5th Ave S, Edmonds, WA 98020 ROAD WORK AHEAD 410 Pine St, W20-1 Edmonds, WA X D1W 98020 BE PREPARED TO STOP W3-4 x 0 U) w m O U W 2 W11-1 t!ROA Y � U) Q U O o U W20-7 X FLAGGER SHALL ASSIST PEDESTRIANS AND W16-1P DRIVEWAY TRAFFIC THROUGH THE WORK ZONE —:�� L� INSTALL TEMPORARY NO PARKING SIGNS (If Required) D1W SIDEWALKRim — — — — — — — — — — — 0 FOG b • •_ • r.. �� ..�-.. �.. ..�-.. cnr � 1005 5th Ave S, Edmonds, WA 98020 SIDEWALK 7 a IMPORTANT NOTICE Section # 4216/4217 of the Government Code requires a Dig Alert Identification Number to be issued before a "Permit to Excavate" will be valid For your Dig Alert I.D. CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT 1-800-227-2600 IIIIIIIIIII b b z 1TJ x � I a x D/W X LEGEND Traffic Cone or Delineator Sign ® Work Vehicle Flagger o Pothole Location CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 *W21-4 ROAD WORK AHEAD *W20-7 W20-1 X x X D/W BUS STOP W3-4 5TH AVE S 25 MPH *W3-14 D D/W ROAD 1N31A1aHd3G WORK 0IA2i3S 1NMdM3A30 AHEAD �r�++SCINONG��3++zIy IOA110 I WASZOZ 7 Y ` E)j sns3N 410 PINE ST, EDMONDS, WA TRAFFIC CONTROL - WEST SIDE OF 5TH AVE S PROJ#: JB1223068-SPAN REPLACEMENT CONSTRUCTION TYPE: BORE SYSTEM: EDMONDS NODE: BUS STOP I D/W n n SCALE: TC-2 SHEET: 2 OF 2 Xe]01r_T"If: 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 FROM EXISTING COMCAST PEDESTAL NEAR 1001 5TH AVE S BORE A TOTAL OF 154' (NW) PLACING NEW (1)-2" CONDUIT AND CATV CABLE. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED SNOHOMISH COUNTY STANDARDS. ADDRESS: 410 PINE ST, SNOHOMISH COUNTY PROJECT NAME: JB0001223068 - PRINTS 1N3Ni2JVd30 S�OIAN�S INANdOIAAACI VICIWI SONOIN03JOAilo • • - czoz oc Uer JI- CO LU Edmonds 1 �— � 1 PINE ST 7 I cn i V 9 FORSYTH LN > ' ! ay} 6ulanp sa 000 spiepue;s Alp aad ul s}uawano wl 4111;n o} abew p i Ileys Jueoll dy Lu� 4b ISIONS NSK6KAgs"4�ylANv FTER DATE J N I VOI IYUMwMc :i SM1 I AD R 11 /23/22 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 ---- ---- ---- LOCATION OF UNDERGROUND FACILITIES. 2 ---- ---- ---- CONFIDENTIAL/ PROPRIETARY I AS -BUILT SITE LOCATION CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC 16778 146TH ST SE #190, �1?A �� PROJECT NUMBER: JB0001223068 431C, .. ..�, ....r.. r . MONROE, WA 98272 NeISIAIG 360.722.2852 0 "oRTH C O M C A S T Cablecom PERMIT NUMBER: ---- Know what's below. SHEET NUMBER PROJECT LOCATION: 410 PINE ST, SNOHOMISH COUNTY 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 CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 16778 146TH ST SE #190, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY i FAOILITIES NSW IRKING NOT SHOWN INTHESE ORIGINAL SDK ADR 11/23/22 ` /� Eb PROJECT NUMBER: JB0001223068 MONROE, WA 98272 • m PRINTS. PERSONS WORKING IN THE AREA COVERED ,.. i BY THIS DRAWING MUST CONTACT THE STATEWIDE ____ ____ ____ 360.722.2852 CALL -BEFORE -YOU -DIG SYBTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableCOf11 PERMIT NUMBER: ---- Know ____ ____ � Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ___- ---- PROJECT LOCATION: 410 PINE ST, SNOHOMISH COUNTY 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 ��// 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) THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. 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 ADR 11/23/22 PROJECT NUMBER: JB0001223068 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED E 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 L-BEFO q) OCATINO U-DIG RGROUNDSYSTEMT FACILITIES. PERMIT NUMBER ---- 2 ____ ____ ____ Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ____ ____ ____ PROJECT LOCATION: 410 PINE ST, SNOHOMISH COUNTY Call before you dig. 3 OF 6 0 W W W 1020 5TH AVE S UNIT 1 PARCEL# 00743000000100 � _A °� 410 PINE ST CI O PARCEL# 00582000100101 0 O 1��_ % 98' ' _ e p BORE PI 4'X4T ° p - ° - 9.I4' W kL, W 2 W W + W W ® W I 56' W W I I SD r SD _ ° p EXISTINC R/W PEDESTAL P p o ° 102 tR o 4'X4' BORE PIT \\ i 5TH AVE S w w W SEW SD SEW SD S �E F�/� p R/W R/W 1001 5TH AVE S UNIT 104A PARCEL# 00694700110400 W w CONSTRUCTION NOTES O BORE 56' (W) PLACING NEW (1)-2" CONDUIT AND CATV CABLE. O BORE 98' (N) PLACING NEW (1)-2" CONDUIT AND CATV CABLE THEN CONTINUE WORK IN PRIVATE PROPERTY. POTHOLE UTILITY CROSSING PRIOR TO BORE/TRENCH. MAINTAIN MINIMUM VERTICAL CLEARANCE FROM EXISTING UTILITIES AT THE CROSSING. RESTORATION NOTES AO RESTORE 5X15 SO FT SECTION OF CONCRETE SIDEWALK TO SNOHOMISH COUNTY STANDARDS. OB RESTORE SOFT SURFACE TO PRIOR CONDITIONS. �IOlO�dSNI ON12i��NIJN� Jlll� Jl8 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING PROPERTY LINES AND THE LOCATION, DIMENSION, AND GANIA2]AiA4 �8 Ol SlIWI� NOUV` JO1SA2J 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 SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED PUBLIC INFORMATION AND ARE APPROXIMATE. i.µ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND i'I" ORIENTATION. SEE SHEET #6 FOR SITE PHOTOGRAPHS. THEAC UAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 16778 146TH ST SE #190, • a RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 11/23/22 �� PROJECT NUMBER: JB0001223068 MONROE, WA 98272 • p PRINTS. PERSONS WORKING IN THE AREA COVERED - 360.722.2852 0 BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableC0lil PERMIT NUMBER: ---- o io' z°' Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 410 PINE ST, SNOHOMISH COUNTY Call before you dig. AS -BUILT ---- ---- ---- SCALE: 1 4 OF 6 "=20' TYPICALS FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 58H-22 BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & 5) SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER ri 1WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. .... . .... . .. EXISTING HMA ......................................................................... /\/j\ EXISTING �j ��j �� ' _ a ad MATERIAL .4 \\ \\ a . \\ \\ \ CRUSHED SURFACE BASE IMPORT OR NATIVE MATERIAL J/ BACKFILL SHALL BE COMPACTED COURSE PER WSDOT STD TO 95% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH 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 t, 189� I APPROVED BY: R. ENGLISH G U - 41 0 1/2" FULL DEPTH EXPANSION I 10' JOINT DUMMY JOINT ° dv .a° ° ° I ° I a : 9. 4 d I ° PLAN VIEW (NOT TO SCALE) 1' 5' MIN MIN. 2% MAX FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL DTL TR-520 - M� SEE STD 2% MAX 21� R4 a` d. v. 1/2- R � _uar � u_�iar a� r iar ni r iar n. i r .nr r....r,. ° td 2" MIN 5/8" MINUS CSTC ON SEE NOTES 4 & 5 NATIVE SUBGRADE BEARING SOIL SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) 1/8" TO 1/4" 1. CITY INSPECTION REQUIRED ON (FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 3. �� 3. FINISH SHALL BE LIGHT BROOM. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE) 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6". 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON—SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS REVISION DATE CITY OF E-DMCONCRETE SIDEWALK ONDS APRIL 2021 PUBLIC WORKS STANDARD DEPARTMENT DETAIL St. 189� APPROVED BY: R. ENGLISH TR-531 THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. 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 ADR 11/23/22 �� PROJECT NUMBER: JB0001223068 MONROE, WA 98272 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 L15. OCATION OF UNDERGROUND FACILITIES. ---- ^,�7��^nm PERMIT NUMBER: ---- 2 ____ '7 Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ____ ____ ____ PROJECT LOCATION: 410 PINE ST, SNOHOMISH COUNTY Call before you dig. 5 OF 6 PHOTO #1: FACING (S) ON THE (E) SIDE OF 5TH AVE S. PHOTO #3: FACING (W) ON THE MIDDLE OF 5TH AVE S. SITE PHOTOGRAPHS PHOTO #2: FACING (W) ON THE (E) SIDE OF 5TH AVE S. stir i y � 56 I 11 /29/22 CONSTRUCTION NOTES O BORE 56' (W) PLACING NEW (1)-2" CONDUIT AND CATV CABLE. O BORE 98' (N) PLACING NEW (1)-2" CONDUIT AND CATV CABLE THEN CONTINUE WORK IN PRIVATE PROPERTY. 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, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITES N WO KI NOT SHOWN IN THESE ORIGINAL SDK ADR 11/23/22 �� PROJECT NUMBER: JB0001223068 MONROE, WA 98272 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 L15. OCATION OF UNDERGROUND FACILITIES. 2 CableC0111 PERMIT NUMBER: ---- Know ____ ____ � Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ___- ---- PROJECT LOCATION: 410 PINE ST, SNOHOMISH COUNTY Call before you dig. 6 OF 6