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ENG2022-0139 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds -0139 www.cityofedmonds.gov• • Description: COMCAST-TRANSFER SERVICE TO UNDERGROUND AND REMOVE POLE ISSUED: 05/24/2022 Address: 7232 212TH ST SW #D EDMONDS WA 98026-7734 EXPIRES: 11/24/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 01176900000900 i NAME TYPE NAME ADDRESS PHONE APPLICANT LEUA TOFAEONO 19910 NORTHCREEK PARKWAY NORTH, BOTHELL WA 98011 (360)622-5388 CONTACT CABLECOM LLC 19910 NORTHCREEK PARKWAY NORTH, BOTHELL WA 98011 (360)622-0411 CONTRACTOR CABLECOM LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300 OWNER IMPERIAL PROPERTY 7232D LLC 7F 1357 289TH AVE NE, CARNATION WA 98014 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $330.00 $330.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $330.00 • 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. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 05/24/2022 RELEASED BY DATE Printed: Tuesday, May 24, 2022 2:58:10 PM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • Edmonds•:• • 1 1 ' . -. 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 TRAFFIC CTRL E-7 RESTOR LIMITS Printed: Tuesday, May 24, 2022 2:58:10 PM 2 of 2 RECEIVED Lti�y of ED%�O� ANC. 1 g90 SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E63. APR 26 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 Site Address or if no site address use Property Address at NW corner of project area: 7232 212TH ST SW Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of CompanyCOMCAST CABLE HOLDING Franchise Ordinance No: Point of ContactJESSAMIN SANTOS Title PERMIT COORDINATOR Address410 VALLEY AVE NW City PUYALLUP State WA Zip 98371 Phone206-401-2188 Emai1JESSAMIN SANTOS@CABLE.COMCAST.COM Contractor and Authorized Agent of • • - below) Name of Company CABLECOM LLC C• • • During Construction Primary Name CABLECOM LLC - MICHAEL FINCH Agent Name LENAIZA ENRQIUEZ Title CONSTRUCTION SUPERVISOR Title PERMIT COORDINATOR Mobile 360-965-5085 Address19910 NORTHCREEK PARKWAY NORTH, SUITE 100 EmailMICHAEL.FINCH@CABLECOMLLC.NET City BOTHELL State WA Zip 98011 Secondary Name Phone 360-622-0411 Title Email LENAIZA.ENRIQUEZ@CABLECOMLLC.NET Mobile City of Edmonds Business License No: N R - 021818 Email State License No: CABLEL*971 DP 16 Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 \4 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.) STARTING NEAR 21200 72ND AVE W, CONTRACTOR TO INSTALL (1)-17"X30" COMCAST VAULT AND OPEN TRENCH / DIRECTIONAL BORE TO EXISTING SNOPUD UTILITY POLE NEAR 7236 212TH ST SW INSTALL (1)-2" CONDUIT RISER ONTO EXISTING SNOPUD UTILITY POLE. WRECK -OUT EXISTING ( nMC AST AFRIAI (ATV ANI� STRAND ANI� TRANSFER (1) (ATV C ARI F Tn PROPOSED l I( PATH VERIFY C nMC AST IS I AST RFMAININr ATTAC H ON EXISTING SNOPUD UTILITY POLE NEAR 21200 72ND AVE W THEN WRECK -OUT EXISTING (1)-2" COMCAST RISER AND UTILITY POLE. CONTRACTOR CONSTRUCTION. ALL RESTORATION TO MEETOR EXCEED CITY OF EDMONDS STANDARDS RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF Alley 72 hours + LF I x I LF SF Parking 72 hours + I LF JxJ LF I 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 &6 cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm 1. CompletedDetails of Work to be Does the utility owner have existin overhead infrastructure in the area of work? • 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? If yes, describe: 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 system? 5. Does the work involve proposed additions to an aboveground utility system? If es: Are the additions for the purpose of serving new commercial development? Are the additions for the purpose of serving a single-family residential subdivision? Details of • to be Completed ®i 6. Does your project involve rebuilding or replacing utility equipment which currently serves more 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: How many are existing? I I How many are to be added? 6b. Does your project involve poles? If yes: How many poles are existing in the project area? What is the height of the existing poles? How many poles are to be removed? Are additional poles to be laced? How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: How many? 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: 04/01 /2022 APPLICANT PRINTED NAME: LENAIZA ENRIQUEZ APPLICANT TITLE: PERMIT COORDINATOR NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 DATE I TECH I ENG / --1 -C ---- 253.3AECO6 Y ///��� /►///��� (� O � ORIGINAL 03/31/22 MCK JJP WAECO ENGINEER JOSEPH PARKER JpARKER@WAECOENG.COM O 7232 212TH ST SW, l Jr��l _� 1t �� REV #0 _ CABLECOM ENGINEER CHRIS ATKINSON 360.926.343E EDMONDS WA 98026 T1 jI*VT 1r/J, Knowwhat'sbelow. REVIEWED ---- ---- - CHRIS.ATKINSON@6.3437 OMLLC.NET%t Call before you dig. I QS-RI 111 T ---- ---- ADDRESS: 7232 212TH ST SW, EDMONDS, WA 98026 PROJECT NAME: J B0000952255 Ni SITE LOCATION COVER SHEET CONTACTS CHRIS ATKINSON SUPERVISOR CABLECOM CHRIS.ATKI NSON@CABLECOMLLC.NET 360.926.3437 JOSEPH PARKER ENGINEER MANAGER WAECO ENGINEERING JPARKER@WAECOENG.COM 253.315.33�26 SITE INDEX 1 - COVER SHEET/SITE LOCATION 2-LEGEND 3 - GENERAL NOTES 4 - DESIGN VIEW 5 - RESTORATION PLAN 6 - SITE PHOTOGRAPHS 7 - UNDERGROUND TYPICALS 8 - RESTORATION TYPICALS 9 - AERIAL TYPICALS SCOPE OF WORK STARTING NEAR 21200 72ND AVE W, CONTRACTOR TO INSTALL (1 -17"X30" COMCAST VAULT AND OPEN RENCH / DIRECTIONAL BORE TO EXISTING SNOPUD UTILITY POLE NEAR 7236 212TH ST SW. INSTALL (1)-2" CONDUIT RISER ONTO EXISTING SSNOPUD UTILITY POLE. WRECK -OUT EXISTING COMCAST AERIAL CATV AND STRAND AND TRANSFER (1) CATV CABLE TO PROPOSED UG PATH. VERIFY COMCAST IS LAST REMAINING ATTACH ON EXISTING SNOPUD UTILITY POLE NEAR 21200 72ND AVE W THEN WRECK -OUT EXISTING CONTROACTOR MCAST TOIP ACE (SER AND LITY POLE. 1 )2TICONDUIIT 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. RECEIVED APR 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I PROP I LDJN T6E, RIBUTIONI cuENT FiRiinVcABLEc�� In - mV I �` mn Em 000952255 PERMIT NUMBER: SHEET # -- 1 OF 9 z DRAWINGAMR) Ep)aglQlMWWto% PMWY4WLJT;§tD2 46_JB0000952255\CAD DATA\1022146 952255 P \Oadd d (enn to )yBla A10 u�S} �a d 3ENIJNE a6e;ualJoSgIj!I!A��Y�Os I ONREEINION3 AiIO l.9 9qj o} pua}XG IIeLIS AL-IJano 9qj `auel IaAeJ; auo Ile aoo'g f4�9S IgEJdgB Ti SlIWl1 NOUV]OlS�j2J uiglinn AlaJi}ua Ile; sapied Aj!j!}n aj@gM •aouegJn}sip jo � DAT ORIGINAL 03- Ccomcast j� ��/ ��O REV #0 AbleCom E IN C3 1 IN E E R I IN G no below. REVIEWED Call before you dig. AS -BUILT LINETYPES — — — — — — CONDUIT - EXISTING — — — — — — CONDUIT PROPOSED AERIAL FIBER - EXISTING A AERIAL FIBER - PROPOSED AERIAL FIBER - OVERLASH i> A A R/W RIGHT OF WAY PARCELBOUNDARYFm CURB EOP EDGE OF PAVEMENT TECH ENG 253.315.3326 MCK JJP WAECO ENGINEER JOSEPH PARKER JPARKER@WAECOENG.COM O 7232 212TH ST SW, LEGEND CHRIS.ATKINSON@CAB37LECOMLLC.NET � CABLECOM ENGINEER CHRIS ATKINSON 360.EDMONDS WA 98026 CAB RISER POLE ANCHOR/DOWN GUY - EXISTING N: 0 SEQUENTIAL CALLOUT #F OUT: o BORE PIT POLE ANCHOR/DOWN GUY -PROPOSED PHOTO MARKER CATCH BASIN/INLET �y FIRE HYDRANT X X FENCE G GAS W WATER GROUND/BOND T TELEPHONE E ELECTRIC \'I 0 STREET LIGHT POST SEW SANITARY SEWER (SEW) SD STORM DRAIN „ STREET LIGHT TV CABLE TVA STM STEAM OIL OIL C— TRAFFIC ARM/STOP LIGHT UNK UNKNOWN UTILITY E/O FIBER OPTIC 0 TREE TEL TELECOMMUNICATIONS STA. 1 +00 ---------------- STATION LINE BUSH SYMBOL DESCRIPTION HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE JB JUNCTION BOX MH MANHOLE MP MILE POST PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL CONDUIT ROW RIGHT OF WAY STA. STATION PD-## PEDESTAL -NUMBER VT-## VAULT -NUMBER UP-## UTILITY POLE -NUMBER HEDGE OMISC. UTILITY UTILITY POLE - EXISTING POLE -PROPOSED ❑V VAULT - EXISTING PROPRIETARY - NOT FOR DISTRIBUTION CLIENT FIRM: CABLECOM DRAWING NAME: E:\1 -CUSTOM ERS\CABLECOM\BU I LT\l 022146 JB0000952255\CAD DATA\1022146 952255 PRINTS.DWG El VAULT -PROPOSED © PEDESTAL - EXISTING �O� I FDP FDP H #F IN: 0 SEQUENTIAL IN TAIL CALLOUT PROPOSED DOWN GUY ON EXISTING ANCHOR TAIL: 0 STORAGE - EXISTING STORAGE -PROPOSED PULLBOX - EXISTING PULBOX- PROPOSED FIBER DISTRIBUTION PANEL - EXISTING FIBER DISTRIBUTION PANEL - PROPOSED SPLICE POINT - EXISTING SPLICE POINT - PROPOSED UTILITY CONTINUES UTILITY ENDS RECEIVED APR 26 2022 CITY OF EDMONDS [ElPEDESTAL- PROPOSED DEVELOPMENT SERVICES DEPARTMENT ENGINEERING PROJECT NUMBER: JB0000952255 I PERMIT NUMBER: ---- #F TAIL 0 SEQUENTIAL TAIL OUT CALLOUT OUT: 0 POLE #: XXXXX POLE OWNER: XXX ADDITIONAL POLE TAG: x UTILITY 1: XX'-XX" a PROPOSED UTILITY: XX'-XX" MAKE READY xxx POLE TABLE/ ATTACHMENT CALLOUT GRAVEL/ ROCK WALL SIDEWALK BRICK WATER CONCRETE RESTORATION ASPHALT RESTORATION ASPHALT OVER PCC RESTORATION LANDSCAPE RESTORATION SHEET # I 2 OF 9 DATE TECH ENG 253.315.3326 Ccomcast ���GO ORIGINAL 03/31/22 MCK JJP WAECO ENGINEER JOSEPH PARKER 7232 212TH ST SW, GENERAL NOTES REV #0 JPARKER@WAECOENG.COM O CableCom ENGINEERING Knowwhat'e below. REVIEWED CABLECOM ENGINEER CHRIS ATKINSON 360.926.343E EDMONDS, WA 98026 CH RIS.ATKINSON@CABLECOM LLC. N ET 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. RECEIVED 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. APR 26 2022 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. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (PROPRIETARY - NOT FOR DISTRIBUTION CLIENT FIRM: CABLECOM DRAWING NAME: E:\1 -CUSTOM ERS\CABLECOM\BU I LT\l 022146 JB0000952255\CAD DATA\1022146 952255 PRINTS.DWG PROJECT NUMBER: JB0000952255 I PERMIT NUMBER: ---- SHEET # I 3 OF 9 co m ca st C3 7�GC�� DATE TECH ENG WAECO ENGINEER JOSEPH PARKER 253.315.3326 JPARKER@WAECOENG.COM O 7232 212TH ST SW, TT PROJECT SHEET ORIGINAL 03/--- MCK JJP REV #0 360.926.3437 REVIEWED --- --- WeCom E ICI G I N E E R I ICI G haft below. CABLECOMENGINEER CHRISATKINSON CHRIS.ATKINSON@CABLECOMLLC.NET EDMONDS WA98026 r AS -BUILT ---- ---- C..' Call before you dlg. � 3 SD S�SD SD PARCEL# 00566900500500 I ®-p--SD �SD SD 7229 212TH ST SW 3 PARCEL# 00566900500400 7215 212TH ST SW Sp tF/0 � Sp�SG W R/W R/W R/W R/W R/W R/W R W_ R/W R/W R/W R/W R/W V TVTV dN TV a TV TV R/W W�R/W R/W R WV TV F/0 F 0 F/0�/0 F/ F/0 8/OAF/8 a �F/0 F90 F�a F/0 F/0 F/0 F/� = F/0 o F/0 �a F/0 a a /0� F/0-F/0 a F/0 GEN SEW 3 SD SD SD SD F/ F F/v F O F/0 F/0 F/0 SD�SD F/0 W F/0 W SD F/W F/0 W �M0 `" s-j�w F 0 W F/0 F 0 W F/0 W W W F/0 W F/0 W F/0 F/0 W W W W W W 16 W W _cn D Sp Sp 3 SD�_SD SD Sp Sp O SD SD SD -SD -SD -SD 3 -SD SD SD SD-SD- 212TH ST SW 3 SEW 3 SEW SEW SEW _T SEW SEW SEW SEW SEW SEW SEW 3 SEW EW SEW 3 4 G G G G G G G v G G w G G G G G G G G G G 3 163' 2 W o a a d (] d r (fl _ �Q 01 3 W W a aI O a a a Q (] 1 aQ a a a W w W W a 2 Qa s 1 pQ a oa a s Qa 2 A A A T 1 72' OW /W R/W R/W R/ -R/W3 7 R/W R/W 7 R/W-R/W- 7(`vI�' R/W ' R/W R W R/W R W R/WTR/WLLj /W I �5' 101,— CONSTRUCTION NOTES x o O 1O INSTALL (1)-17"X30" COMCAST VAULT. SWEEP UP CONDUIT FROM TRENCH. PULL THROUGH AND COIL CAN CABLE. 3 PARCEL#01176900000100 I x 2O OPEN TRENCH TO PLACE (1)-2" CONDUIT. PULL (1) CAN 7236 212TH ST SW UNIT D CABLE THROUGH. O3 DIG 4'X6' BORE PIT. 3 I I 4O DIRECTIONAL BORE TO PLACE (1)-2" CONDUIT. PULL (1) CAN CABLE THROUGH. INSTALL (1)-2" CONDUIT RISER ONTO EXISTING SNOPUD UTILITY POLE. PULL (1) CAN CABLE THROUGH. 3 (� ``,, RECEIVED R E E I V E D PARCEL# 02ND g O WRECK —OUT EXISTING COMCAST AERIAL CAN AND STRAND. V RELOCATE (1) CAN CABLE TO PROPOSED UG PATH. —WW AVE000401 21200 72ND AVW APR 26 2022 O WRECK —OUT EXISTING (1)-2" COMCAST RISER. VERIFY COMCAST IS LAST REMAINING ATTACH ON EXISTING SNOPUD UTILITY POLE AND REMOVE UTILITY POLE. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O POTHOLE UTILITY CROSSINGS PRIOR TO BORE --- — — O l �) SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. / /------ i PROPRIETARY - NOT FOR DISTRIBUTION11 ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000952255 PERMIT NUMBER- ---- °. 20 SHEET # 4 OF 9 CLIENT FIRM: CABLECOM SCALE: 1"=20' DRAWING NAME: EA1 - CUSTOMERS\CABLECOM\BUILT\1022146_JB0000952255\CAD DATA\1022146_952255_PRINTS.DWG comcast Cb ���� DATE TECH ENG WAECO ENGINEER JOSEPH PARKER 253.315.3326 JPARKER@WAECOENG.COM O 7232 212TH ST SW, 4 N RESTORATION ORIGINAL 03/31/22 MCK JJP REV #0 360.926.3437 REVIEWED ---- ---- ---- �'b{� r� sOYleCom E ICI G 1 ICI E E R I N G haft below. CABLECOMENGINEER CHRISATKINSON CHRIS.ATKINSON@CABLECOMLLC.NET EDMONDS WA98026 NOTES AS -BUILT ---- ---- C..' Callbefomyoudlg. I I PARCEL# 00566900500500 7229 212TH ST SW PARCEL# 00566900500400 I 7215 212TH ST SW I I I ❑ I I o oe R W R/W—R/W—R/W— R/W R/W R/W R/W___EjW__'4_R/W R/W R/W R/W R/W R/W R/W R/W_ /W R/W R W- a--r a ° ° ° ° ° a a a a a ° �a / ° a a CONTRACTOR TO PRESERVE EXISTING CONCRETE CURB AND GUTTER IN PLACE 212TH ST SW NTRACTOR TO PRESERVE EXISTING C C CONCRETE CURB AND GUTTER IN PLACE T° ° �I% a a a (V r r r c co -1 a a ° a ° ° a a a a ° °1 a a (O ° ° r r a a ° ° 0 R/W R/W A A R R W R/W 10' A A 0 A A R/W R/W /W R/W 0 A A A A WW /W R/W R/W R/W R R/W R/W R/ R/W � R/W- 10 R/W o 0 I o o O PARCEL# 01176900000100 x 7236 212TH ST SW UNIT D I I I r l x l RESTORATION NOTES C C C V I\ E D OA RESTORE SOFT SURFACE TO PRIOR CONDITION. RECEIVED I�G G PARCEL# 00580700000401 Og RESTORE CONCRETE SIDEWALK PANEL PER CITY OF APR 26 2022 21200 72ND AVE W EDMONDS STANDARD DETAIL TR-531. O RESTORE ASPHALT ROADWAY PER CITY OF EDMONDS STANDARD DETAIL GU-410. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPRIETARY - NOT FOR DISTRIBUTION11 ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000952255 PERMIT NUMBER: ---- 10' 20 11 SHEET # 5 OF 9 CLIENT FIRM: CABLECOM SCALE: 1"=20' DRAWING NAME: E:\1 - CUSTOMERS\CABLECOM\BUILT\1022146_JB0000952255\CAD DATA\1022146_952255_PRINTS.DWG DATE TECH ENG _ 253.315.3326 Ccomcast a ORIGINAL 03/31/22 MCK JJP WAECO ENGINEER JOSEPHPARKER JpARKER@WAECOENG.COM O 7232 212TH ST SW, SITE REV #0 360.926.3437 AbleCom E N G 1 ICI E E R I N G Knawwhat's below. REVIEWED CABLECOM ENGINEER CHRIS ATKINSON CHRIS.ATKINSON@CABLECOMLLC.NET EDMON DS, WA 98026 PHOTOGRAPHS Call beforeyoodlg. AS -BUILT ---- ---- PROPRIETARY - NOT FOR DISTRIBUTION CLIENT FIRM: CABLECOM DRAWING NAME: E:\1 - CUSTOMERS\CABLECOM\BUILT\1022146 JB0000952255\CAD DATA\1022146 952255 PRINTS.DWG PROJECT NUMBER: JB0000952255 I PERMIT NUMBER: ---- CONSTRUCTION NOTES 1O INSTALL (1)-17"X30" COMCAST VAULT. SWEEP UP CONDUIT FROM TRENCH. PULL THROUGH AND COIL CAN CABLE. 2O OPEN TRENCH TO PLACE (1)-2" CONDUIT. PULL (1) CATV CABLE THROUGH. O3 DIG 4'X6' BORE PIT. O4 DIRECTIONAL BORE TO PLACE (1)-2" CONDUIT. PULL (1) CAN CABLE THROUGH. O5 INSTALL (1)-2" CONDUIT RISER ONTO EXISTING SNOPUD UTILITY POLE. PULL (1) CAN CABLE THROUGH. O WRECK -OUT EXISTING COMCAST AERIAL CAN AND STRAND. RELOCATE (1) CAN CABLE TO PROPOSED UG PATH. O7 WRECK -OUT EXISTING (1)-2" COMCAST RISER. VERIFY COMCAST IS LAST REMAINING ATTACH ON EXISTING SNOPUD UTILITY POLE AND REMOVE UTILITY POLE. RECEIVED APR 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET # I 6 OF 9 DATE TECH ENG 253.315.3326 co m ca st C� �G�� ORIGINAL 03/31/22 MCK JJP WAECO ENGINEER JOSEPH PARKER JPARKER@WAECOENG.COM O 7232 212TH ST SW, UNDERGROUND �'{{,� r� REV #0 AbleCom 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 TYPICALS Callbeforeyoudlg. AS -BUILT ---- ---- ---- lIPROPRIETARY - NOT FOR DISTRIBUTION DRAWING NAME: E:\l - CUSTOMERS\CABLECOM\BUILT\1022146 JB0000952255\C7 IC Oldcastlee Enclosure Solutions 1/2-13 SS T, , INSERT, 4 PLACES 301/2" MINUS DRAFT 28 1/2" MINUS DRAFT �N iv 1� SECTION A -A OLDCASTLE ENCLOSURE SOLUTIONS 100215TH STREET SW, SUITE 110 AUBURN, WA 9800 TOLL FREE: 1-800-735-5566 www.oldcastleprecast.com/enclosuresolutions ITEM QTY SKU DESCRIPTION 1 1 17302006 BODY,1730-12, PC 2 1 17304018 COVER, 1730, PC, BLANK 3 2 HWH-F40 WASHER FLAT SST .431 ID x 1 x .1 THICK 4 2 HBT-H14 BOLT HEXHEAD SS 3/8-16 x 2-1/4 EST. WEIGHT: 64 LBS (BODY) 70 LBS (COVER) MATERIAL: POLYMER CONCRETE - GRAY NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 3421-044. SECTION B-B UTILITY ENCLOSURE BOXES UTILITY ENCLOSURE BOX: POLYMER CONCRETE H-SERIES, MODEL 1730,12" DEEP, GRAY (17301028) 3421-044 PROTECTED BY COPYRIGHT ©2015 CADDETAILS.COM LTD. REVISION DATE 01/19/2015 CADdetails.com PROJECT NUMBER: JB0000952255 I PERMIT NUMBER: ---- RECEIVED APR 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET # I 7 OF 9 DATE TECH ENG 253.315.3326 comcast C� �G�� ORIGINAL 03/31/22 MCK JJP WAECO ENGINEER JOSEPHPARKER JPARKER@WAECOENG.COM O 7232 212TH ST SW, RESTORATION �'{{,� r� REV #0 AbleCom E ICI E31 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 TYPICALS Callbeforeyoudlg. AS -BUILT ---- ---- ---- 10' FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" ° a a d ° 4 a LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 58H-22 ALL a a a d BE NEATLY PER WSDOT STANDARD (SEE NOTES 4 dt 5 SPECIFICATIONS 5-04.3(5)A APPROVED TACK ° d a °a 4 d v a ,\ \, OR APPROVED EQUAL AND SEALED PER 1 WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION rl \/ % TO AVOID UNDERMINING EXISTING PAVEMENT. I d a da d 10 0. C. 5 0. C. /' /// /' EXISTING HMA PLAN VIEW (NOT TO SCALE 5) \ \\\\ \\\\\ MIN EXISTING MATERIAL 6" MIN IMPORI OR NAIIVE MAIERIAL CRUSHED SURFACE BASE BACKFILL SHALL BE COMPACTED - 1 0 / ,/ / , COURSE PER WSDOT STD TO 95% MAXIMUM DENSITY ° ° Q a a yg4 SPEC 9-03.9(3) (SEE NOTE 2) d a d d d (SEE NOTE 3) d d a a a ,/ / ,/ / TRENCH WIDTH 4r d - a 650 6" MIN d „ 8" MIN 8" MIN NOTES: SECTION VIEW NOTES: (NOT TO SCALE) SEE NOTE 1 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILUNG REQUIREMENTS. 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 2. CONCRETE SHALL BE CLASS 3000. NOTES: 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING 3. FINISH SHALL BE LIGHT BROOM. CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE EXCEEDING 6". 4. SIDEWALK THICKNESS SHALL BE 4". r 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 24" FOR 8" DIAMETER PIPE r 36" FOR 12" DIAMETER PIPE 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMEIER GREATER THAN 4" SHALL MATCH EXISTING. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. THAN 2" SHALL MATCH EXISTING. 3. TRENCH BACKFILL SHALL MELI A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. EXCEEDING 2". 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMLY SEALED WITH WSDOT STANDARD SPECIFICATIONS 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE }" RADIUS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL � CITY OF EDMONDS TYPICAL TRENCH SECTION REVISION DATE APRIL 2021 REVISION DATE TYPICAL HMA AND FEBRUARY 2020 REVISION DATE JUNE 2019 STANDARD CITY OF EDMONDS CONCRETE SIDEWALK PUBLIC WORKS CITY OF EDMONDS UTILITY PATCH STANDARD PUBLIC WORKS DEPARTMENT DETAIL PUBLIC WORKS STANDARD DEPARTMENT DETAIL GU-400 DEPARTMENT DETAIL APPROVED BY: R. ENGLISH TR-531 Fst. APPROVED BY: R. ENGLISH I GH-410 APPROVED BY: R. ENGLISH lIPROPRIETARY - NOT FOR DISTRIBUTION DRAWING NAME: E:\1 - CUSTOMERS\CABLECOM\BUILT\1022146 JB0000952255\C7 PROJECT NUMBER: JB0000952255 I PERMIT NUMBER: ---- RECEIVED APR 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET # I 8 OF 9 DATE TECH ENG253.315.3326 Comcast ���GOIla ORIGINAL 03/31/22 MCK JJP WAECO ENGINEER JOSEPHPARKER 7232 212TH ST SW, AERIAL TYPICALS REV #0 JPARKER@WAECOENG.COM O ( able onl ENGINEERING Knowwhat'e below. REVIEWED CABLECOM ENGINEER CHRIS ATKINSON 360.@CAB37 EDMON DS, WA 98026 CH RIS.ATKINSON@CABLECOM LLC. N ET Call before you dig. QS-RI 111 T ---- ---- 5, ,,,,, _ ALUMINUM WRAPPING TAPE TO POLE \ r F0 CABLE L MESSENGER AERIAL SPLICE CABLE BRACKET TYPICAL STRAND STORAGE FOR FIBER OPTIC CABLES FO CABLE MESSENGER CABLE AERIAL SPLICE TOP VIEW BRACKET AERIAL SLACK BRACKET DETAIL NOTE: 1. BRACKET RADIUS SHALL BE LARGER THAN CABLE MANUFACTURES MINIMUM BEND RADIUS FOR LONG TERM STORAGE OF LARGEST CABLE DIAMETER. 3 BOLT CLINCHING CLAMP BOND MESSENGER TO POLE -GROUND . MESSENGER CABLE COMMUNICATIONS CABLES LASH ALL CABLES TOGETHER WITH ALUMINUM WRAPPING TAPE AT 6" O.C. FROM SPLIT TO SPLIT IF MORE THAN ONE CABLE, LASH CABLE BUNDLE TO CABLE HANGER. LENGTH SHALL BE EQUAL TO OR GREATER THAN VERTICAL DISTANCE FROM BASE OF POLE TO CABLE ATTACHMENT POINT PLUS 22' TOP VIEW ALUMINUM WRAPPING TAPE CABLE — ALUMINUM WRAPPING TAPE �.l INSIDE VIEW AAERIAL SPLICE MESSENGER BRACKET ENCLOSURE CABLE AERIAL SPLICE DETAIL NOTE: 1. AERIAL SLACK BRACKETS SHALL BE USED AT ALL AERIAL SPLICE LOCATIONS. 2. ALL CABLES SHALL ENTER SPLICE CLOSURE AT SAME END. 42' MIP 1' MII )WEST ELECTRICAL INE OR BOTTOM TRANSFORMER IC COMMUNICATIONS HONE OR ISION CABLE MINIMUM CLEARANCE TO TELEPHONE OR TELEVISION CABLE CABLE EXTENSION BRACKET 5/8" EYE BOL MEDIUM DUTY T EYE TYPE STRANDVISE OR 3 BOLT CABLE CLAMP 6" MIN. MESSENGER CABLE WASHER, LOCK WASHER AND _—= DOUBLE NUT 5/8" EYE BOLT LASHING WIRE EYE TYPE STRANDVISE OR ALUMINUM WRAPPING TAPE 3 BOLT CABLE CLAMP 6" MIN. (MIN. 4 TURNS REQUIRED AT ALL DEAD ENDS) AND CLAMP IF READ. WOOD POLE 6' MIN. MESSENGER CABLE --- GROUND CLAMP MESSENGER CABLE BONDED TO POLE GROUND LASHING WIRE WASHER. LOCK 6' MIN. ALUMINUM WRAPPING TAPE WASHER AND (MIN. 4 TURNS REQUIRED DOUBLE NUT AT ALL DEAD ENDS) AND CLAMP IF REGD. LASHING WIRE GROUND CLAMP MESSENGER CABLE BONDED WOOD POLE ALUMINUM WRAPPING TAPE TO POLE GROUND AND CLAMP IF REGD. _ WOOD POLE TYPICAL CABLE CONTINUATION -SAME MESSENGER CABLE 5/8' U-BOLT Y16"x 3" STEEL CLAMP STEEL POLE TYPICAL POLE ATTACHMENT FOR STEEL POLE STAINLESS STEEL BRACKET WITH 5/16" SHOULDER EYEBOLT, LOCKWASHER AND HEXNUT. 0 SQUARE CONCRETE POLE TYPICAL POLE ATTACHMENT FOR SQUARE CONCRETE POLE PROPRIETARY - NOT FOR DISTRIBUTION CLIENT FIRM: CABLECOM DRAWING NAME: E:\1 -CUSTOM ERS\CABLECOM\BU I LT\l 022146 JB0000952255\CAD DATA\1022146 952255 PRINTS.DWG ALTERNATE CABLE CONTINUATION -SEPARATE MESSENGER CABLE STAINLESS STEEL CLAMP LASHING WIRE WITH ONE 360o SPIRAL PER FOOT CLOCKWISE AND ONE 360' SPIRAL PER FOOT COUNTER -CLOCKWISE. COMMUNICATIONS CABLE LASH ALL CABLES TOGETHER WITH - ALUMINUM WRAPPING TAPE THROUGH RADIUS IF MORE THAN ONE CABLE. OVERHEAD GUY, SPAN WIRE OR MESSENGER 6'R MIN. ALUMINUM WRAPPING TAPE CABLE LASHED TO OVERHEAD MESSENGER CABLE TYPICAL POLE ATTACHMENT DETAIL FOR MESSENGER DEAD END OR TURNS NOTE: DEAD END ATTACHMENTS TO BE UTILIZED ON ALL TRANSFERS FROM UTILITY POLES TO SIGNAL POLES. LASHING WIRE WITH ONE 360' SPIRAL PER FOOT CLOCKWISE AND ONE 360° SPIRAL PER FOOT COUNTERCLOCKWISE. NOTE: ALL FIBER TRUNK CABLE SHALL BE DOUBLE LASHED. DROP CABLE FIBER OPTIC CABLES WITH OR MAY BE SINGLE LASHED WITHOUT OTHER CABLES TYPICAL CABLE LASHING DETAIL DOUBLE LASHING PROJECT NUMBER: JB0000952255 I PERMIT NUMBER: ---- RECEIVED APR 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET # I 9 OF 9 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM TRAFFIC CONTROL Completed By: EFR3N5 Address: 212 St SW, DMONDS,WA98026 Completion Date: 0220S0 Right of Way Footges:7232 f� C O M C A S T Survey Revision Date: New Aerial Coax: Overlash Coax: New UG Fiber: New Aerial Fiber: Overlash Fiber: Existing UG Fiber: CITY OF ED Empty Conduit Only: New UG Coax: Existing UG Coax: DEVELOP Are Additional Pages Needed: No Survey Revision Task ID: Engineered For: Project Manager: P2 ID: JB0000952255 Legend New Ped ❑ Pole New Vault L Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial ----' New Tap 0 Interior Path ----- ❑1 Footage Break Phase Identifier Fiber Splice Point Power Supply Storage Loop Hard Surface Cut O Riser ® Abandoned Cable Provide Clear Construction Details FARTING NEAR 21200 72ND AVE W, DNTRACTOR TO INSTALL (1)-17" X30" DMCAST VAULT AND OPEN TRENCH / RECTIONAL BORE TO EXISTING SNOPUD TILITY POLE NEAR 7236 212TH ST SW. STALL (1)-2" CONDUIT RISER ONTO {ISTING SNOPUD UTILITY POLE. RECK-OUT EXISTING COMCAST AERIAL 0,TV AND STRAND AND TRANSFER (1) CATV 0,BLE TO PROPOSED UG PATH. VERIFY DMCAST IS LAST REMAINING ATTACH ON (ISTING SNOPUD UTILITY POLE NEAR 21200 ?ND AVE W THEN WRECK -OUT EXISTING )-2" COMCAST RISER AND UTILITY POLE. UNTRACTOR TO PLACE (1)-2" CONDUIT AND ) CATV CABLE THROUGHOUT. UNTRACTOR TO VERIFY EXISTING UTILITY =PTHS AND LOCATIONS PRIOR TO DNSTRUCTION. ALL RESTORATION TO MEET R EXCEED CITY OF EDMONDS STANDARDS ENGINEERING DIVISION APPROVED AS NOTED BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED MPM I 25 ]0 35 40 .5 - 55 60 65 70 LENOTH (%00 1 155 1 200 1 2S0 I 305 1 *0 1 425 1 495 1 Sro I B45 I 73D TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE - R HOST VEHKXE WEIGHT 9.900 TO 22.000 bL HOST VEHICLE WEIGHT > 22.000 IOa < 45 MPH eS.SS MPH > 55 WIN < 45 MPH 4"S MPH > 55 MPH IW 123- 1T7 It IW IW PROTECTIVE VEHICLE (WORK VEHICLE)- R NO SPEC► ED DISTANCE REOUIRED 212TH ST SW 4 ROAD WORK LEGEND LEFT LANE T-MPORARV SIGN LOCATION CLOSlD AHlAD O CIWNNELIZING DEVICES >>> SEOUENTIAL ARROW SIGN W»� ® TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN 9 TFMPORARV SHIN LOCATION fS MOIAT►IG HEIGHT. rtaR SIGN SPACING = X 1) .40~n W r65 — toes +1 RMOL t5 I SS MHI W. ROAN I~N A,II.N" nIM— AP.M NTM a BUWWSS CIaTRxTe i1RQTe 25 1!H 0R LW IR. M 11 XL WAo710 Mr W ADAlef® To CotRlo AOW IrTA1C POMMATgRAW IWEMWT10M AD DNVEAMVS. 21 INS erAo►2O MI IN,FINKIM IN W:r %a 10 NT ROADMY CONGIROMIL xE- tI/r uDNI Rt.73 OMI n � e ° TR Rx MG p ° ® r 0 I — ° MINIMUM TAPER LENGTH = L ftg) LAW " P'9eTed Spwd (NO) 2S x 10 tD t5 M N M N A 10 105 t5p lOS 210 tS0 500 S!e 11 IH r5 22S I M 4% 559 I t9T I W 12 to 110 NS I no Sn t00 Ietc »C +a] tr HOAO WORK AHEAD N• W20•I tr m Rtd1L) vim o. CMANNELIZATION DEVICE SPACING Itet W, fA+�•tN iAM1Gt M1' 5GF9 TaNS n T5lr To PCMS e1 �'� AHFAD cLOWR[ :A ace .t ace HtLr LOCAIt (, .DVANCt aF TEI/MARr eK:,r. OPPOSMG TRAFFIC 1XYIM3 I PCMS 87 LAIC / rK[ s, INSPECTION REQUIRED wrn AHEAD 2A NG At eK INSPECTION SHALL BE REQUIRED FIEF .1�1:..:• WHENEVER THE WORKZONE IS IN PLACE >: NOTES 1. SFr SPFCHL PROVISIONS FOR WORK HOUR RFSTRICTIONS. 2. FOR SPrfD INIT OF x MPH OR IrSS USF SIGN WI.3 IN IIFU Or SIGN W-1 LANE SHIFT - THREE LANE ROADWAY 3. RFCOMMFNDFD FXTFNDING DFWCF TAPFR (L/))ACROSS SIIDULOFGL NOT TO SCALE .. ALL SIGNS ARE SLACK ON ORANGE UNLESS On1ERWISE DESIGNATED. '• EE4AID PR01,1.O,T TC12 W,amngWn SMM •.• TniftPoeM090 TRAFFIC CONTROL PLAN .•• 'ED 022 NDS NT rTMENT jP11 Ui jj,,44z 05/18/2022 TRAFFIC CONTROL Completed By: EFRENFREGOSO Address: 7232212StSW,EDMONDS,WA98026 Completion Date: 3/5/2022 Right of Way Footages: C O M C A S T Survey Revision Date: New Aerial Coax: Overlash Coax: New UG Fiber: 1 I New Aerial Fiber: Overlash Fiber: Existing UG Fiber: CITY OF ED Empty Conduit Only: New UG Coax: Existing UG Coax: DEVELOP Are Additional Pages Needed: No Survey Revision Task ID: Engineered For: Project Manager: P2 ID: JB0000952255 Legend New Ped ❑ Pole New Vault V❑ Lock Box Existing U/G Footage Existing Aerial Text Box New U/G --- Callout Arrow New Aerial ----' Interior Path New Tap ----- Footage Break uu Phase Identifier Fiber Splice Point ^ Power Supply Storage Loop Hard Surface Cut Riser ® Abandoned Cable Provide Clear Construction Details ;TARTING NEAR 21200 72ND AVE W, :ONTRACTOR TO INSTALL (1)-17" X30" :OMCAST VAULT AND OPEN TRENCH / )IRECTIONAL BORE TO EXISTING SNOPUD ITILITY POLE NEAR 7236 212TH ST SW. VSTALL (1)-2" CONDUIT RISER ONTO :XISTING SNOPUD UTILITY POLE. VRECK-OUT EXISTING COMCAST AERIAL :ATV AND STRAND AND TRANSFER (1) CATV :ABLE TO PROPOSED UG PATH. VERIFY :OMCAST IS LAST REMAINING ATTACH ON :XISTING SNOPUD UTILITY POLE NEAR 21200 2ND AVE W THEN WRECK -OUT EXISTING 1)-2" COMCAST RISER AND UTILITY POLE. :ONTRACTOR TO PLACE (1)-2" CONDUIT AND 1) CATV CABLE THROUGHOUT. :ONTRACTOR TO VERIFY EXISTING UTILITY )EPTHS AND LOCATIONS PRIOR TO :ONSTRUCTION. ALL RESTORATION TO MEET )R EXCEED CITY OF EDMONDS STANDARDS 150' Text MINIMUM SHOULDER TAPER LENGTH = Ll3 (feet) Poeted Speed (mph) ri 10 ri aC a3 SC SS W 65 A a0 a0 b tb 110 130 PA 100 1 I 15p 17 4 W SO m im 110 1E0 no 77I NO USE A +IMMM 3 MVICES TAPER FOR SHOAMER LESS THEN e'. MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) PmtW Speed (mph) s 0.4 If 10 ri a0 a> 10 H MI N TO 10 tos 1S0 M xT0 am spo s3o 11 11s 1N V23 Set an I SKI I e0> I No 11 123 1 140 1 Sao 1 000 1 00 1 >m I IN 64 WON SPACING = X 1 1300A lR 1701PH fAIiNIA>'E a I]IPRFKf11AY6 IDOe W 10 MPH Rll1A HIGmNAYS %*. h 1N MeH FkIl- NWDO 33ot. ri Ia0 s RIJIAL ROADS & VR@A AN'FRW> SOD, 0 25 IN, MPH RLRN. ROAD] a AA&AA AATASN9 RERDENIAL a RRIAESS ?ISIRE:TS 107A IA A MPH OR ,FSS {.NMI, STREETS (DALE rMJND MAY K ADULATED TO ACCOMMODATE INTERGMNOE AAAP&A74RAK INTERKCTOW MD DRIVEWAY& to HAUL tPAONp WV K REDUCED IN 11ReAN ARM TO FIT r CHANNIELIZATION OEM SPACMED OnG YN1 TAIER TARriMR soRo ap m rigs 10 M >Y10 m a0 LEGEND 11 TEMPORARY SIGN LOCATION D :IUNNELQING DEVICES + TRAFFIC SAFETY DRUM SCOUIENTIAL ARROW SIGN fl�m TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN 0 t(fR vAcf +IM+Lr uD•Is0 uVc eqe*INc n1A� � N_ M A..I SNOJI1v N -M ARIA TYPICAL SECTION \J BUFFER DATA LONGITUDINAL BUFFER SPACE + B SPFIR) ISPHI I SS 1 30 1 35 1 40 1 as 1 >0 1 55 1 60 1 65 1 -0 IFNGTN CW 1 155 >OC 250 IDS MO 1 ari 1 ae> 1 STO 1 Gas TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VENCIE WEIGHT .930 TO 22 000 HOST VE10CLC NVEi1T , 22 pW < e5 . a565 MPH SS YPH < aS IPM a5-0S MPH . SS MPH ADD 1 12) 1 'TS 1 TE s� u1 ROAD w S W5.1 p q q ^ 212TH ST SW R e RA •e+ UN I H h 11 R U a I ET 1r es• <ROADME NOTE 3 PCMS RK AD j are u• A�ARaR lwuu w761 ar W4r,t) NOTES RIGHT LANE 1. SEE SPFCPU PROVISIONS FOR WORK HOUR RESTRICTIONS, 1A eEC 2A ecC CLOSED $, RECOMMEND EXTENDING DEVICE TAPER (Vlj ACROSS SHOULDER. 'let LANE lE 1 r: N AHEAD ADVANCE 01 IAAL QOMAI! elOFle10. IP 3. LOSE TRANSVERSE DEVICES IN CLOSED LANE EVERY •OOOA (RECOMMENDED). UMlFAR 1, ALL SIGNS ARE BLACK ON ORANGE. S. RECOMMEND ADVANCE NOTICE FOR ANY OVER WIDTH LOADS PRIOR TO LANE CLOSURE FOR ALTERNATE ROUTES IF APPLICABLE. SINGLE -LANE CLOSURE WITH SHIFT NUT TU 5(:ALE Ts WasningRon State oepartment of TrarsporMllon TC.tT TRAFFIC CONTROL PLAN 1 ..... 'ED 022 NDS NT rTMENT RECEIVED APR 26 2022 CITY OF EDMONDS M BuildingPermit.com CITY OF EDMONDS Right -of -Way Application #1117712 - COMCAST - JB0000952255 DEVELOPMENT SERVICESDEPARTMENT Applicant First Name Last Name Company Name LEUA TOFAEONO Cablecom LLC Number Street Apartment or Suite Number E-mail Address 19910 NORTHCREEK PARKWAY NORTH SUITE 100 SNOHOMISH.PERM ITTING@CABLECOM City State Zip Phone Number Extension BOTHELL WA 98011 3606225388 Contractor Company Name Cablecom LLC Number Street Apartment or Suite Number 19910 MORTHCREEK PARKWAY NORTH SUITE 100 City State Zip Phone Number Extension BOTHELL WA 98011 3606225388 3606225388 State License Number License Expiration Date UBI # E-mail Address CABLEL*971 DP 8/21/2023 FD99RSS79 SNOHOMISH.PERM ITTING@CABLECO Project Location Number Street Floor Number Suite or Room Number 7232 212TH ST SW D City Zip Code County Parcel Number EDMONDS 98026 01176900000900 Associated Building Permit Number Tenant Name Additional Information (i.e. equipment location or special instructions)_ Work Location Property Owner First Name Last Name or Company Name * IMPERIAL PROPERTY 7232D LLC Number Street Apartment or Suite Number 1357 289TH AVE NE City State Zip CARNATION WA 98014 Certification Statement - The applicant states: I certify that I am the owner of this property or the owner's authorized agent. If acting as an authorized agent, I further certify that I have full power and authority to file this application and to perform, on behalf of the owner, all acts required to enable the jurisdiction to process and review such application. I have furnished true and correct information. I will comply with all provisions of law and ordinance governing this type of application. If the scope of work requires a licensed contractor to perform the work, the information will be provided prior to permit issuance. Date Submitted: 4/1/2022 Submitted By: LELA TOFAEONO Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1117712 - COMCAST - JB0000952255 Project Contact Company CABLECOM LLC Name: Name: LENAIZA ENRIQUEZ Email: LENAIZA.ENRIQUEZ@CABLECOMLLC.NET 19910 NORTHCREEK Phone Address: PARKWAY NORTH SUITE #: 3606220411 100 BOTHELL WA 98011 Project Type Activity Type Scope of Work Utility Purveyor Utility Work Disturbance of Surface Project Name: COMCAST - JB0000952255 Description of Work: 7232 212 St SW Edmonds Project Details Project Information Job Number JB0000952255 Page 2 of 2