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ENG2021-0174 ROW PERMITOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds EdmondsRIGHT 98020ENG2021-0174 www.cityofedmonds.gov Description: COMCAST-PLACE NEW RISER, BORE AND PLACE NEW CONDUIT AND ISSUED: 09/29/2021 CATV Address: 8614 238TH ST SW 101 EDMONDS WA 98026-8947 EXPIRES: 03/29/2022 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00678500010100 NAME TYPE NAME ADDRESS PHONE APPLICANT COMCAST 1525 75TH ST SW, EVERETT WA 98203 (425)921-8201 CONTRACTOR Cablecom LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300 OWNER THOMAS MARLENE S 8614 238TH ST SW UNIT 101, EDMONDS WA 98026-8947 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $220.00 $0.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $0.00 • 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. :1•i ]1 THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 09/29/2021 DATE Printed: Wednesday, September 29, 2021 11:13:43 AM 1 of 2 -KRWOF WAY EUC PERMIT PERMIT NUMBER City of • • • •:• •ENG2021-017 www.cityofedmonds. ov/425.771.0220 CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. 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. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements. Sound/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 OR 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/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. TRAFFIC CONTROL Traffic Control per approved plan and MUTCD. All Flaggers shall be certified. 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 TRAFFIC CTRL E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS Printed: Wednesday, September 29, 2021 11:13:43 AM 2 of 2 ENG2021-0174 of EDA40�V RIGHT OF WAY CONSTRUCTION RECEIVED PERMIT APPLICATION MAY 13 2021 Complete and submit this Application in accordance with the Submittal CITY OF EDMONDS /1111C. 1 S90 Requirements outlined in Right -of -Way permit Handout E6�. 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. SECTION A General • Project Name EM40 - 8614 238TH ST SW EDMONDS WA 98026 Site Address or if no site address use Property Address at NW corner of project area: 8713 238TH ST SW, EDMONDS, WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holdingapplicable) Name of Company COMCAST CABLE HOLDINGS Franchise Ordinance No: Point of Contact JOURDEN LAWRENCE Tide PERMIT COORDINATOR Address 1525 75TH ST SW City EVERETT State WA Zip 98203 Phone 425-921-8201 Email Jourden Lawrence comcast.com Contractor and Authorized Agent of Owner (see note below) Contractor Contacts During Construction Name of Company CABLECOM LLC Primary Name CABLECOM LLC - BRENT DIXON Agent Name Title CONTRUCTION SUPERVISOR Title PERMIT COORDINATOR Mobile 425-870-4407 Address 20021 120th Ave NE Suite 101 Email brent.dixon@cablecomllc.net City BOTHELL State WA Zip 98011 Secondary Name Phone 360-312-3259 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.) PLACE NEW RISER 25' DOWN EXISTING UTILITY POLE NEAR 8615 238TH ST SW. BORE 83' SOUTH AND EAST INTO 8614 238TH ST SW PLACING NEW CONDUIT AND CATV CABLE. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS.-JB0000320897 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 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? / V 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? / V 5. Does the work involve proposed additions to an aboveground utility stem? If es: Are the additions for the purpose of serving new commercial development? Are the additions for the purpose of serving a single-family residential subdivision? Details of • to be Completed 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 man are existing? o How manare 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: _ / How many? What is the height of the poles after? Describe the modification rebuild: d im SECTION C Traffic Control and Public Safety. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their possession. Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all permit fees. APPLICANT SIGNATURE: DATE: 05/13/2021 APPLICANT PRINTED NAME: SNOLOTONG SOPI 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 9 d0 6 Blp noR ajojaq IIeO siN 3�dss 9Z086 VM `SdNOW(13 `MS 1S Hl8£Z £I•L8 :NOI1V001 103roHd ---- ---- ---- lllfl8-Sv I AHV13RidoHd /-MIN3OIHN00 2i3E Wf1N 133HS 'molaq s,legmmou)l x o wo3alpe3 I C) V \\ W \\ - Z FOR lZ/ZO/60 W211 >i4S ( 3N1aIVIS oofw3lsnssmoA-3aod SIHIA NGINEE H 1?JON Z98Z ZiZL 09£ 3OIMAO3 V3 V3HI 1NNOOAHOM ONOSd3 SIH1Aa C3 03213�00 V321V 3Hl NI ONIN210M SNOS2J3d'S1NRld 0 1ZLZ96 VM `302iNOW ALL ON SITF6tl(TdfflSHIMFtIIo®G;�r1� EV �!1`. lZ/9Z/VO HV9 >i4S 1VNIJRiO 3S10 uHnONI OH3DVV4V0NMOHSSll9lSOd APPROVI 096# 1S 3ldVW M 6Zl• 6 s ANtl O ANV SWIVIOSICI ONIN33NICIN311d3NOOBOdS3T1 011 0M:J33NIJN3 2i3)i000 11VH SVWOHl 2i33NIJN3 W00319V0 TE I 31V4 2i31gWb 2i33NIJN3 U I I v=#,=9W+ WA dd ( i1D a NOUVOO-1 DiIS 'S4bVdNV1S SONOWd3 HO AM 4330X3 210 133H Ol NOI1Vb01S3b 4NV NOuoml1SN00 11V 'AlH2 IdOHd 31VAIHd NI Ji210M Eml NOO N3Hl 318VO n1V0 dNV iin(IN00 240 AA3N ONIOVId MS 1S H18£Z b698 O1N1 H1f10S s9 3�108 'MS 1S Hl8£Z 9 M bV3N ?10d J.lNTn ONIISIX3 NM04 .9Z 213Slb ..Z l M3N 30V1d :A1 JOM 30 3dOOS SHdV2J00i0Hd 311S 9 SIVOIdAl4Nno0 jE)2i34Nn 9 M31A NOIS30 b 0N3J3I £ S3lON IV213N3JZ 133HS 2AAOO l XEGN1133HS Z98Z'ZZC09£ lN00'0N3H3A008@PH30N3dS JNRi33NIJN3 HT4008 H30VNVW 103rMJd IW3INIHV)4 H33N3dS 6 69Z'blZ'09£ 13N*0IIW00319V0@-11VH'SVMHl A00319VO HAE)VNVW Waz) HISNOO IIVH SMOHl S1NI�:Id - L680ZC0000Sf :DIN`dN l0Df O:Id SiOViNOO Iplicant shal amage to ul wovements city standarl Ars during th 9Z086 b'ACSQNOWQD `MS 1S Hl8£Z £ �L8 :SSD2Jy�`�DULE ALL INSPECTIONS THROUG 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. HEAD UAL LOCATION AY VARY aoMrHeSTINGCON°HowND REVISIONS CABLECOM ENGINEER: THOMAS HALL BOOKER ENGINEERING LLC CABLEBOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 04/26/21 `?i �� PROJECT NUMBER: JB0000320897 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED - Q"' BY THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 N O R T H CALL -BEFORE -YOU -DIG UNDERGROUND TO CONFIRM E 1 SDK TRIM 09/ --- C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableC0111 PERMIT NUMBER: ---- o x ____ Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 8713 238TH ST SW, EDMONDS, WA 98026 Call before you dig. 2 OF 6 AS BUILT ---- SCALE- NTs ® RISER - EXISTING ® RISER - PROPOSED 0 CATCH BASIN/INLET (RECTANGULAR) XOX FIRE HYDRANT _8� WATER/GAS VALVE LIGHT POST STREET LIGHT (D— TRAFFIC LIGHT ARM ° TREE CULVERT STREET SIGN ADA RAMP UTILITY POLE - EXISTING UTILITY POLE - PROPOSED F- 7 EXISTING MH UTILITY VAULT L (SIZE AND UTILITY TYPE MAY VARY) TRAFFIC RATED VAULT - PROPOSED (SIZE MAY VARY) HANDHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) H H HANDHOLE - PROPOSED (SIZE MAY VARY) PEDESTAL - EXISTING (SIZE AND UTILITY TYPE MAY VARY) P PEDESTAL - PROPOSED (SIZE MAY VARY) • UTILITY POTHOLE BORE PIT - PROPOSED ® (SIZE MAY VARY) 0' c><0 0' C>O O O NORTH GROUND/BOND AERIAL STORAGE - EXISTING AERIAL STORAGE - PROPOSED VAULT/BUILDING STORAGE - EXISTING VAULT/BUILDING STORAGE - PROPOSED POLE ANCHOR/DOWN GUY - EXISTING POLE ANCHOR/DOWN GUY - PROPOSED DOWN GUY TO EXISTING ANCHOR - PROPOSED SPLICE POINT - EXISTING SPLICE POINT - PROPOSED TERMINATION - EXISTING TERMINATION - PROPOSED PULLBOX - EXISTING PULLBOX - PROPOSED UTILITY CONTINUES UTILITY ENDS DIMENSION FROM PREVIOUS PAGE CONSTRUCTION NOTE / RESTORATION CALLOUT PHOTO -MARKER NORTH ARROW LEGEND INFORMATION TABLES POLE NUMBER EXISTING UTILITY 0'-0" PROPOSED ATTACH 0'-0" #F IN: OUT: #F IN: TAIL: #F TAIL: OUT: UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT SEQUENTIAL TAIL/OUT CALLOUT LINETYPES A AERIAL FIBER - OVERLASH EXISTING q AERIAL FIBER - ATTACH — — — — — — CONDUIT - EXISTING — — — — — — CONDUIT - PROPOSED 0 GAS W WATER T TELEPHONE F/O FIBER OPTIC E ELECTRIC SEW SANITARY SEWER (SEW) SD STORM DRAIN TV CABLE TV STM STEAM OIL OIL UNK UNKNOWN UTILITY X X FENCE R/W RIGHT OF WAY EOP EDGE OF PAVEMENT CENTER LINE/ STATION LINE ABBREVIATIONS HATCH PATTERNS HDPE HIGH DENSITY POLYETHYLENE a CONCRETE SIDEWALK 0 HH HANDHOLE JB JUNCTION BOX MIT MANHOLE F F F F F MP MILE POST F F F F F F GRASS/VEGETATION F F F F F O/S OFFSET - PR POWER RISER PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL CONDUIT J�o�o�� GRAVEL 0 0 0 0 ROW RIGHT OF WAY SEW SANITARY SEWER SD STORM DRAIN WATER STA. STATION STM STEAM TEL TELECOM THCABLES MAY VARY FROM THE LOCATION SHOWN. EACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: THOMAS HALL BOOKER ENGINEERING LLC BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 04/26/21 PROJECT NUMBER: JB0000320897 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 N O R T H CALL-BEFORE-OFUNDER ROUND CONFIRM THE 1 SDK TRIM 09/02/21 C O M C A S T LOCATION O U-DIG SYSTEM TO FACILITIES. PERMIT NUMBER: ---- O X 2 ____ ____ ____ Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 8713 238TH ST SW, EDMONDS, WA 98026 Call before you dig. 3 OF 6 AS -BUILT ---- ---- - SCALE: NTS Hono dHl SN0Il03dSNI �W 3�na3HOS 8629 2387-H ST SW o O R/W PARCEL NO. 004633 0 00302 o -----R/W / q 3'X3'X3' DEEP cn /W INTERC PT PIT R/W R/W SEW S SEW SEW SEW d ° d a 1 D 4 d d O d a ° d 2 d ,! a 4 1 ° a d a SD SD SD SD SEW m SEW SEW 5'/_Q� ql -w SEW- 20' 1 55' 3 I I W W W �n R/W R/W R 8628 238TH ST SW PARCEL NO. 00463301000305 8615 238TH ST SW PARCEL NO. 01072200110100 —SEW a -SD SFM/— 0 ,P� /1nl R/W ��/ EW SEV d d J 4 a a a SD SD SD CONSTRUCTION NOTES 1O EXISTING UTILITY POLE UP-01 2O PLACE NEW (1)-2" RISER 25' DOWN UP-01 O3 FROM UP-01 BORE 55' SOUTH PLACING NEW (1)-2" CONDUIT AND CATV CABLE THEN CONTINUE WORK ON PRIVATE PROPERTY • POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. ----- SEW SEW SFw RESTORATION NOTES OA RESTORE SOFT SURFACE TO PRIOR CONDITION 238TH S T S W OB RESTORE 15'X20' SECTION OF ASPHALT TO CITY OF EDMONDS STANDARDS R/W W W i�,y SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND tF ORIENTATION. SEE SHEET #6 FOR SITE PHOTOGRAPHS. THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: THOMAS HALL BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 04/26/21 PROJECT NUMBER: JB0000320897 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 N O R T H CALL-BEFORE-OFUNDER ROUND CONFIRM THE 1 SDK TRIM 09/--- C O M C A S T (b Is LOCATION O U-DIG SYSTEM TFCONFIIES. I" PERMIT NUMBER: ---- 0 5 10' 15' 2 ____ _ iQ nm Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 8713 238TH ST SW, EDMONDS, WA 98026 Call before you dig. 4 OF 6 AS -BUILT ---- ---- - SCALE: 1'=15' UNDERGROUND 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 r 1WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION i TO AVOID UNDERMINING EXISTING PAVEMENT. .... . . .... . . . .. EXISTING HMA EXISTINGr V//, \\�� ' _ ° ° ° MATERIAL\\�\��\� a d d BASE IMPORT OR NATIVE MATERIAL 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 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 est. 189� APPROVED BY: R. ENGLISH G U — 41 0 q PARKING LANE PARKING LANE 2'-� [- -� [-2- CRACKS J `EXISTING PATCH Il LESS THAN 5' WIDE EXCAVATED AREA RESTORATION LIMIT AREA NOTES: 1. REPAIR AREA MAY BE MODIFIED WITH WRITTEN APPROVAL BY CITY DEPENDING ON CONDITIONS OR SCHEDULED CONSTRUCTION MAINTENANCE 2. ADJUST ALL UTILITY CASTINGS TO FINISHED GRADE AND RESTORE ALL EXISTING SURFACE IMPROVEMENTS INCLUDING STRIPING, SIGNAGE, AND OTHER MARKINGS OR DELINEATORS. REVISION DATE CITY OF EDMONDS ASPHALT REPAIR SOMETHING 2019 PUBLIC WORKS STANDARD DEPARTMENT DETAIL 0"s9APPROVED BY: R. ENGLISH TR-592 THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: THOMAS HALL BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, lu. RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 04/26/21 - PROJECT NUMBER: JB0000320897 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 N O R T H CALL-BEFORE-OFUNDER SYSTEM ROUND CONFIRM E 1 SDK TRM 09/02/21 C O M C A S T PERMIT NUMBER: ---- 0 x LOCATION OF UNDERGROUND FACILITIES. 1 2 ____ ____ ____ 1b,P � Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 8713 238TH ST SW, EDMONDS, WA 98026 Call before you dig. 5 OF 6 AS -BUILT ---- ---- - SCALE: NTS PHOTO #1: FACING (NE) ON THE (N) SIDE OF 238TH ST 99 SITE PHOTOGRAPHS PHOTO #2: FACING (N) ON THE (S) SIDE OF 238TH ST �3'X3'X3' DEEP INTFRCFPT PIT PHOTO #3: FACING (S) ON THE (N) SIDE OF 238TH ST I 3 I (55') 1U' � 3 CONSTRUCTION NOTES 1O EXISTING UTILITY POLE UP-01 O PLACE NEW (1)-2" RISER 25' DOWN UP-01 O3 FROM UP-01 BORE 55' SOUTH PLACING NEW (1)-2" CONDUIT AND CATV CABLE THEN CONTINUE WORK ON PRIVATE PROPERTY RESTORATION NOTES AO RESTORE SOFT SURFACE TO PRIOR CONDITION OB RESTORE 15'X20' SECTION OF ASPHALT TO CITY OF EDMONDS STANDARDS THEAC CABLES ALLOCAYTION OF EXISTING FROMTHELOCATION CONDUIT AND REVISIONS CABLECOM ENGINEER: THOMAS HALL BOOKER ENGINEERING LLC MAYBOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 04/26/21 PROJECT NUMBER: JB0000320897 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE 1.1 360.722.2852 N o R T H CALL-BEFORE-OFU UNDERGROUND CONFIRM THE 2 SDK TRM 09/02/21 % a IS. C O M C A S T CableCom L-BEFOOCATIONO U-DIG SYSTEM TFCONFIIES. PERMIT NUMBER: ---- O X ____ ____ ____ Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 8713 238TH ST SW, EDMONDS, WA 98026 Call before you dig. 6 OF 6 AS -BUILT ---- ---- - SCALE- NTS TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: ABBY HUTCHINSON CABLECOM 206-973-9236 ABBY.HUTCHINSON@CABLECOMLLC.NET JOB NUMBER: JB0000320897 JOB NAME: 8614 238TH ST SW, EDMONDS, WA 98026 JOB ADDRESS: 8713 238TH ST SW DESCRIPTION: POTHOLE UTILITY CROSSINGS. BORE FROM POLE AND CONTINUE TO SHEET 2. ASPHALT RESTORATION. PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 238TH ST SW W20-1 W20-4 LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION WORK AREA • UTILITY POLE BUS STOP 50' 8713 � � 8705 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE, POTHOLE, RESTORATION 4' 8629 4, CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 125 130 135 140 145 150 155 160 165 170 LENGTH (FEET) 1155 120012501305136014251495157016451730 50' 5' ® • SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS W3-4 W20-7 W20-4 W20-1 ONE LANE CAHEAD <4� < ROAD AHEAD X* N 16' 14' ------- 8710 8628 ® - 8614 8614 * X* 50' W20-7 vv.5-4 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 6 ZOZ/8Z/60 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4310N Sb' a�/�02Jddb' 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN �+ 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED B 0 0 K�IR �(�MI 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, TRAFFIC CONTROL SUPERVISOR 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB E N 131 N E E R I N 13 360-722-2852 SHEET NUMBER 1 OF 2 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: ABBY HUTCHINSON CABLECOM 206-973-9236 ABBY.HUTCHINSON@CABLECOMLLC.NET JOB NUMBER: JB0000320897 JOB NAME: ---- JOB ADDRESS: 8713 238TH ST SW DESCRIPTION: POTHOLE UTILITY CROSSING. CONTINUE BORE TO PRIVATE PROPERTY. 238TH ST SW LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION WORK AREA • UTILITY POLE BUS STOP 8713 8705 ,mod LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE, POTHOLE CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 125 130 135 140 145 150 155 160 165 170 LENGTH (FEET) 1155 120012501305136014251495157016451730 50' 50, 8629 PRIVATE ACCESS F8628TO' 5 X* 50' W20-1 W20-4 I W20-7 W 3-4 8614 8614 SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS W3-4 W20-7 W20-4 W20-1 ONE LANE ROAD ROAD WORK AHEAD AHEAD X' X' N N 16' 14' NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED a=B00KER SPENCER KARINIEMI 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, TRAFFIC CONTROL SUPERVISOR 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB � E N G I N E E R I N G 360-722-2852 SHEET NUMBER 2 OF 2