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ENG2021-0337 ROW PERMIT APPLICATIONof EVA40 s RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E6�. 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 Info Project Name SELECT HOMES SP EDMONDS Site Address or if no site address use Property Address at NW corner of project area: 8803 220th St SW Associated Permits: BLD PLN ENG Owner and Entity Holdingapplicable) Name of Company COMCAST CABLE HOLDINGS FranchiseOrdinance No: Point of Contact TERESA STEMLER Tide PERMIT COORDINATOR Address 1525 75TH ST SW City EVERETT State WA Zip 98203 Phone 425-921-8201 Email TERESA_STEMLER@COMCAST.COM Contractor and Authorized Agent of Owner (see note below) Contractor Contacts During Construction Name of Company CABLECOM LLC Primary Name CABLECOM LLC - BRENT DIXON Agent Name Pauni Vaimili Title CONTRUCTION SUPERVISOR Tide 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 V Contractor verifies it is currently bonded T/ 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 we111 ❑ 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.) •�r_vi��:r•��•�n�i►:1•�r��r_�y��ia►r�:��y� �.z•�►�a��� zzSuFarl r��yAn:r•»�F�n►�ezr�cci�ie� �����c•».cm�rr�a�nr •�r�:r�y��•�1•�r�►nl�ai 3�- :0000 RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF x LF SF Alley 2 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 Work 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.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? / 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 Work 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: How many are existing? I I How many are to be added? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: How many poles are existing in the project area? 1 What is the height of the existing poles? 30' How many poles are to be removed? o Are additional poles to be laced? How many? I I What is the height of the additional poles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: How many? I I What is the height of the poles after? Describe the modification rebuild: SECTION C Traffic Control and Public Safety. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their possession. Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all permit fees. APPLICANT SIGNATURE: i"fonCu0Z,,� Vain DATE: 08/20/2021 APPLICANT PRINTED NAME: Pauniyaimili APPLICANT TITLE: Pernit Coordinator NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 WDSS Walkout Framework v5.01 Version to use as of 6/14/21 COMCAST Division: General Information Job Sub Type: Region: Survey Scope: Area: Survey Type: Unhide Revisions: Completed By: Date: POC Name: POC Phone #1: Node Name: MC Email: A Permit Details Permit Type Quantity Duration Additional Permit Details City 1 > 120 Days County - Municipal - - Easements - - Make Ready - - Parks and Recreation - - Pipeline - - Pole Permit - River Authority - - Toll Road - - Trench Utility DOT Flood Control - - Railroad - - Specialty/Other - - Specialty/Other - Passings Detail Number of Passings Number of Buildings Residential: 3 Single Tenant: 0 Total Passings: 3 Commercial: 0 Multi Tenant: 0 Total Servicable Passings: 0 Mixed Use: 0 Mixed Use Count: 0 New Aerial Coax: 0 Overlash Coax: 0 New Aerial Fiber: 0 Overlash Fiber: 0 Total Aerial Plant: 0 Project Footages Exterior Empty Conduit: 0 Interior Empty Conduit: 0 Interior Footage: 0 Total Private Interior Footage: 0 Total Private Exterior Footage: 0 Total Overall Footage: 0 Additional Information and Notes New UG Coax: 0 Existing UG Coax: 0 New UG Fiber: 0 Existing UG Fiber: 0 Total Underground Footage: 0 ART FROM TIE IN POLE, PLACE NEW RISER DOWN, PROOF AND PULL 142' INTO EXISTING 17X30 GREEN TOP VAULT. NOTE- TIE IN POLE HAS NO POLE NUMBER, I COULD ONLY GET THE ROW BECAUSE HEAVY EQUIPMENT MOVING AROUND. Route Overview Completed By: ARRINGTON MALUFAU � `i% - - -• O fE Completion Date: 7/9/2021 Address: 8803 220TH ST SW EDMONDS WA 98026 I COMCAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Right of Way, Private Exterior, and Private Interior tabs. Footages are summarized on Survey Rollup tab. Engineered For: Project Manager: Are Additional Pages Needed: No P2 ID: JB0000715792 Legend New Ped ❑ Pole New Vault ❑V Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial New Tap 0 Interior Path Footage Break Phase Identifier Q Fiber Splice Point 01114111 Power Supply ■ Storage Loop w M Hard Surface Cut Riser O Abandoned Cable I Provide Clear Construction Details START FROM TIE IN POLE, PLACE NEW RISER DOWN, PROOF AND PULL 142' INTO EXISTING 17X30 GREEN TOP VAULT. NOTE- TIE IN POLE HAS NO POLE NUMBER, I COULD ONLY GET THE ROW BECAUSE HEAVY EQUIPMENT MOVING AROUND. COULDN'T GET THE REST OF FOOTAGES BECAUSE OF HEAVY EQUIPMENT. , M fi PEW 15� I'v.3 11 I $ I 3 i i I PLACE NEW FLOWER POT V PROOF AND PULL COAX i ,rbn i 2 i s 30' 14 I EXISTING 2" CONDUIT 75' ' PLACE NEW 17X30 GREEN TOP VAULT 11� � T 1 n I I y i SNEM�}-4CA001 'r ---- ---- ----- --- --- -- — --. ----- L_ �#3ath-ScS�.._.. ._.._..36'_..----.._..----�----��--�----.._..----.'.JR ..—�-----.._..----��— ..----.. 2" R TIE IN, PLACE NEW RISER DOWN No fl 1 117 23 I i ' 1151, I I i I % I 1 19rR I I f L k?9i, r I I Right of Way Completed By: ARRINGTON MALUFAU Address: 8803 220TH ST SW EDMONDS WA 98026 Completion Date: 7/9/2021 Right of Way Footages: COMCAST Survey Revision Date: New Aerial Coax: 0 Overlash Coax: 0 New UG Fiber: 0 New Aerial Fiber: 0 Overlash Fiber: 0 Existing UG Fiber: 0 Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 Are Additional Pages Needed: No Survey Revision Task ID: Engineered For: Project Manager: P2 ID: JB0000715792 Legend New Ped ❑ Pole New Vault ❑V Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial New Tap Interior Path Footage Break Phase Identifier Fiber Splice Point Power Supply ■ Storage Loop Hard Surface Cut O Riser O Abandoned Cable I Provide Clear Construction Details START FROM TIE IN POLE, PLACE NEW RISER DOWN, PROOF AND PULL 142' INTO EXISTING 17X30 GREEN TOP VAULT. NOTE- TIE IN POLE HAS NO POLE NUMBER, I COULD ONLY GET THE ROW BECAUSE HEAVY EQUIPMENT MOVING AROUND. COULDN'T GET THE REST OF FOOTAGES BECAUSE OF HEAVY EQUIPMENT. OU 00 i 3 a�I � I -.f - - a.. . r CONDUrr I I � i DID II 00 ¢ 17X30GREENTO O I W I FOWER P1 < > I } A- 445�-- r .... .....:.:. . 220TH Sr SW LAYOJT 220th St SW Private Exterior Completed By: ARRINGTON MALUFAU Address: 8803 220TH ST SW EDMONDS WA 98026 Completion Date: 7/9/2021 Private Exterior Footages: jj�VJ�t+ 1 � � � ...... CO Survey Revision Date: New Aerial Coax: 0 Overlash Coax: 0 New UG Fiber: 0 New Aerial Fiber: 0 Overlash Fiber: 0 Existing UG Fiber: 0 Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 Are Additional Pages Needed: No Survey Revision Task ID: Engineered For: Project Manager: P2 ID: JB0000715792 Legend New Ped ❑ Pole New Vault ❑V Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial Interior Path New Tap Footage Break Phase Identifier Fiber Splice Point ►I Power Supply Storage Loop IMF Hard Surface Cut Riser Ow Abandoned Cable Provide Clear Construction Details 0 ❑1 Ps O k START FROM TIE IN POLE, PLACE NEW RISER DOWN, PROOF AND PULL 142' INTO EXISTING 17X30 GREEN TOP VAULT. NOTE- TIE IN POLE HAS NO POLE NUMBER, I COULD ONLY GET THE ROW BECAUSE HEAVY EQUIPMENT MOVING AROUND. COULDN'T GET THE REST OF FOOTAGES BECAUSE OF HEAVY EQUIPMENT. -30OL I � I Z- CONDUIT 7 � IDla -- 17,E G REED! TOP rt FOVVER POT I I I I We--rVVWN%F ------- R25 - - - -- - - - - -- ..... - �.---.-..- ...----- _- - _--------..;� .-----------,_T�-- ----------------.-. -._..T ST SW ---_.----------lip ----x Private Interior Completed By: ARRINGTON MALUFAU Address: 8803 220TH ST SW EDMONDS WA 98026 Completion Date: 7/9/2021 Private Interior Footages: Interior Footage: 0 Empty Conduit Only: 0 Is the Riser Map Needed: No Are Additional Pages Needed: No �r 4 ~ W p - — S COMICAST Survey Revision Date: Survey Revision Task ID: Engineered For: Project Manager: P2 ID: JB0000715792 Legend New Ped ❑ Pole New Vault ❑V Lock Box Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial New Tap Interior Path Footage Break Phase Identifier Fiber Splice Point ►I IMF Power Supply ■ Storage Loop Hard Surface Cut O Riser Ow Abandoned Cable Provide Clear Construction Details START FROM TIE IN POLE, PLACE NEW RISER DOWN, PROOF AND PULL 142' INTO EXISTING 17X30 GREEN TOP VAULT. NOTE- TIE IN POLE HAS NO POLE NUMBER, I COULD ONLY GET THE ROW BECAUSE HEAVY EQUIPMENT MOVING AROUND. COULDN'T GET THE REST OF FOOTAGES BECAUSE OF HEAVY EQUIPMENT. . + TIE IN , PLACE NEW RISER DOWN 1 �f o -Mv W //�////��\\ (\//��J DATE TECH ENG ` �OS 425.327.6404 61 ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHSAARON WAECOCONSTRUCTION.COM O 8803 220TH ST SWcomcast0 REV -- CABLECOM CHRISATKINSON @ 360.926.3437 EDMONDS WA98026 11 COVER SHEET LableE:om E N G I N E E R I N G Knowwba"s below. REVIEWED ---- ---- --- CHRIS.ATKINSON@CABLECOMLLC.NET e n Callbefomyoudig. AS -BUILT ---- ---- ---- W CONTACTS ADDRESS: 8803 220TH ST SW , EDMONDS, WA 98026 CHRISATKINSON SUPERVISOR CABLECOM CHRIS.ATKI NSON@CABLECOMLLC.NET PROJECT NAME: J B0000715792 360.926.3437 AARON DIEDRICHS ENGINEER MANAGER VICINITY MAP rY w-= t, ; : AA RONVWAECOCONSTRUCTION.COM n , A 425.327404 9 _ I..... ,I - - k� + •- -[T34 tit+[i. .r- v.i SITE INDEX ® s r! 1 - COVER SHEET/SITE LOCATION :-fi+ 2 - LEGEND 3 - GENERAL NOTES 4 - DESIGN VIEW 1 5 - SITE PHOTOGRAPHS ' I } 6 - UNDERGROUND TYPICALS l..x_ SCOPE OF WORK: SET A NEW RISER NEAR EXISTING UTILITY POLE LOCATED AT THE SOUTHWEST CORNER OF 8803 220TH ST SW. PROOF AND PULL _ rli EXISTING COMCAST CONDUIT AND CONTINUE r- --p I WORK IN PRIVATE PROPERTY. 01-1 w fro SHEET 4j ." { r OF — wo Lis cot SITE LOCATION PROPRIETARY - NOT FOR DISTRIBUTION ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000715792 PERMIT NUMBER: ---- CLIENT FIRM: CABLECOM SHEET # 1 OF 6 DRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOMERS\CABLECOM\BUILT\21612 EDMONDS 220TH ST SW JB0000715792\ENG PRINTS-21\CAD FILESUB0000715792 PLANS.DWG DATE TECH ENG ' 425.327.6404 n /� /����0 ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHS AARON WAECOCONSTRUCTION.COM O 8803 220TH ST SW comcast yJ/ e O REV -- CABLECOMENGINEER CHRISATKINSON @ 360.926.3437 EDMONDS WA98026 LEGEND ,ableCom E N G I N E E R I N G K"'**""s below. REVIEWED --- --- CHRIS.ATKINSON@CABLECOMLLC.NET Callbeforeyoudig. AS -BUILT ---- ---- ---- LINETYPES ® RISER POLE ANCHOR/DOWN GUY — EXISTING CONDUIT — EXISTING IN: 0 CONDUIT — PROPOSED #F OUT: 0 SEQUENTIAL CALLOUT A AERIAL FIBER — EXISTING F7 BORE PIT POLE ANCHOR/DOWN GUY — PROPOSED A AERIAL FIBER — PROPOSED A AERIAL FIBER — OVERLASH i> PHOTO MARKER #F 1 IN: 11 R/W RIGHT OF WAY �� PROPOSED DOWN GUY ON EXISTING ANCHOR TAIL: 0 SEQUENTIAL IN TAIL CALLOUT PARCEL BOUNDARY FM—] CATCH BASIN/INLET CURB 0' EOP EDGE OF PAVEMENT C><0 STORAGE — EXISTING TAIL: 0 X X FENCE �j, FIRE HYDRANT #F OUT: 0 SEQUENTIAL TAIL OUT CALLOUT G GAS 0' W WATER I GROUND/BOND C><0 STORAGE — PROPOSED POLE OWNER NAME POLE NUMBER TAG NUMBER T TELEPHONE d ADDITIONAL POLE TAG TAG NUMBER POLE TABLE/ ATTACHMENT CALLOUT UTILTvt x'xx" E ELECTRIC �` 1'/ PROP UTLTv x'xx° —0- STREET LIGHT POST PB PULLBOX — EXISTING SEW SANITARY SEWER (SEW) /'I' SD STORM DRAIN STREET LIGHT GRAVEL/ ROCK WALL TV CABLE TV PB PULBOX — PROPOSED S TM STEAM OIL OIL 0— TRAFFIC ARM/STOP LIGHT o a UNK UNKNOWN UTILITY a SIDEWALK FDP FIBER DISTRIBUTION PANEL —EXISTING F/O FIBER OPTIC 0 TREE TE L TELECOMMUNICATIONS STA. 1 +00 --------------- STATION LINE BUSH FDP FIBER DISTRIBUTION PANEL — PROPOSED BRICK HEDGE SPLICE POINT — EXISTING r r r r r WATER SYMBOL DESCRIPTION HDPE HIGH DENSITY POLYETHYLENE O MISC. UTILITY HH HANDHOLE ►� SPLICE POINT — PROPOSED \ \ JB JUNCTION BOX ® UTILITY POLE — EXISTING \ \ CONCRETE RESTORATION MH MANHOLE UTILITY CONTINUES MP MILE POST ® POLE — PROPOSED ASPHALT RESTORATION PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL CONDUIT F71 VAULT — EXISTING UTILITY ENDS ROW RIGHT OF WAY ASPHALT OVER PCC RESTORATION STA. STATION VAULT — PROPOSED PD—## PEDESTAL —NUMBER VT—## VAULT —NUMBER © PEDESTAL — EXISTING UP—## UTILITY POLE —NUMBER LANDSCAPE RESTORATION © PEDESTAL — PROPOSED PROPRIETARY - NOT FOR DISTRIBUTION ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000715792 PERMIT NUMBER: ---- CLIENT FIRM: CABLECOM DRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOM ERS\CABLECOM\BUILT\21612 EDMONDS 220TH ST SW JB0000715792\ENG PRINTS-21\CAD FILESUB0000715792 PLANS.DWG SHEET # I 2 OF 6 �\ y'/���'/ J�///�� \\\ (\/�� DATE TECH ENG 04 /1J/JVu� `J® 360.926.3437 ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHS 8803 220TH ST SW REV #0 AARON WAECOCONSTRUCTION.COM Ccomcast ___ ___ ___ CABLECOMENGINEER CHRISATKINSON T 360.@CAB37 EDMONDS WA98026 GENERAL NOTES comecoE N G I N E E R I N G Know. womyou bw. REVIEWED CHRIS.ATKINSON@CABLECOMLLC.NET canbero�yo�ai9. AS -BUILT ---- ---- ---- 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: ---- CURRENT INTERNATIONAL BUILDING CODE (IBC) ---- 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ---- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. (PROPRIETARY - NOT FOR DISTRIBUTION( CLIENT FIRM: CABLECOMw uvvuv��rcuvv PROJECT NUMBER: JB0000715792 I PERMIT NUMBER: ---- DRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOM ERS\CABLECOM\BUILT\21612 EDMONDS 220TH ST SW JB0000715792\ENG PRINTS-21\CAD FILESUB0000715792 PLANS.DWG SHEET # I 3 OF 6 _�\ y' ���'//�///��� \\\ DATE TECH ENG 04 V �� 360.926.343E 0ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHS 8803 220TH ST SW Y co m ca st O REV #0 =___ ____ _-_- AARON@WAECOCONSTRUCTION.COM O � f \I PROJECT SHEET CABLECOMENGINEER CHRISATKINSON 360.926.343E EDMONDS WA98026 l ENGINEERING Know what's REVIEWED - CHRIS.ATKINSON@CABLECOMLLC.NET � �J Catberoreroomg. AS -BUILT ---- ---- ---- i PARCEL# 27043000201600 , 21930 220TH ST SW 00 I PARCEL# 27043000201100 8805 220TH ST SW CONTINUE WORK IN PRIVATE PROPERTY CONSTRUCTION NOTES 1O INSTALL NEW RISER ON EXISTING UTILITY POLE. PULL (1) CAN CABLE THROUGH. O EXISTING 2" COMCAST CONDUIT. PROOF CONDUIT PRIOR TO CONSTRUCTION AND PULL (1) CAN CABLE THROUGH. W Q 2 00 CD 0 5+00 6+00 0 0 220TH ST SW PARCEL# 00461000700903 8822 220TH ST SW 22_'Zt I PARCEL# 00461000701003 8814 220TH ST SW I PARCEL# 00461000701002 8804 220TH ST SW /A PROPRIETARY - NOT FOR DISTRIBUTION ENGINEERING FIRM: WAECO ENGINEERING CLIENT FIRM: CABLECOM I PROJECT NUMBER: JB0000715792 I PERMIT NUMBER: ---- DRAWING NAME: GASHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOM ERS\CABLECOM\BUILT\21612_EDMONDS_220TH ST SW_JB0000715792\ENG PRINTS-21\CAD FILESUB0000715792 PLANS.DWG > SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. 1,11111111111 10 w Q 2 f- 00 00 ==?mmml I SHEET # SCALE- " "=20' 9, 1 p PARCEL# 00626300000200 22011 88TH AVE W 4OF6 �\ y'/��'/ /�/ (\/��J DATE TECH ENG 04 V V �� �J 360.926.3437 co m ca st ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHS AARON@WAECOCONSTRUCTION.COM O 8803 220TH ST SW, SITE REV #0 360.926.3437 Knaw wh&P Wow. REVIEWED ---- ---- ---- CABLECOM ENGINEER CHRISATKINSON CHRIS.ATKINSON@CABLECOMLLC.NET EDMONDS, WA 98026 PHOTOGRAPHS ENGINEERING Call before you dig. AS -BUILT ---- ---- ---- CONSTRUCTION NOTES 2O INSTALL NEW RISER ON EXISTING UTILITY POLE. PULL (1) CAN CABLE THROUGH. O3 EXISTING 2" COMCAST CONDUIT. PROOF CONDUIT PRIOR TO CONSTRUCTION AND PULL (1) CAN CABLE THROUGH. FACING NORTH NEAR PARCEL 27043000201100 ` CONTINUE WORK I� IN PRIVAT PROP _.„ i '4 FACING EAST FROM THE INTERSECTION OF 88TH PL W AND 220TH ST SW U VL/ OMLSII �IPROPRIETARY - NOT FOR DISTRIBUTION CLIENT FIRM�CABLECOMw uvvilv��rcuvv PROJECT NUMBER: JB0000715792 I PERMIT NUMBER: ---- DRAWING NAME: GASHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOM ERS\CABLECOM\BUILT\21612 EDMONDS 220TH ST SW JB0000715792\ENG PRINTS-21\CAD FILESUB0000715792 PLANS.DWG SHEET # I 5 OF 6 DATE TECH ENG 425.327.6404 co m ca st �/���� ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHS AARON@WAECOCONSTRUCTION.COM O 8803 220TH ST SW, UNDERGROUND REV #0 360.926.3437 Know what's below. REVIEWED ---- ---- ---- CABLECOMENGINEER CHRISATKINSON CHRIS.ATKINSON@CABLECOMLLC.NET EDMONDS,WA98026 TYPICALS ENGINEERING Call before you dig. AS -BUILT ---- ---- ---- TYPICAL DETAIL - A POLE ARRANGEMENT FOR AERIAL TO BURIED CABLE 4„ BUY t(�� POLE TOP VIEW GROUND LEVEL �IPROPRIETARY - NOT FOR DISTRIBUTION11 CLIENT FIRMCABLECOMw CiVvt1VCCRtiVl7 PROJECT NUMBER: JB0000715792 I PERMIT NUMBER- : ---- DRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOM ERS\CABLECOM\BUILT\21612 EDMONDS 220TH ST SW JB0000715792\ENG PRINTS-21\CAD FILESUB0000715792 PLANS.DWG SHEET # I 6 OF 6 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. 8820 I*-- X. pmq X" ROAD LANE TRAFFIC WORK SHIFT MERGE WITH AHEAD AHEAD BIKES W20-1 W5-5 W4-1A X. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L FEET POSTED SPEED MPH 25 40 45 50 10 105 205 270 450 500 11 115 L35 225 295 495 550 12 125 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 125 1 30 135 140 145 150 155 160 165 70 LENGTH (FEET) 11551200 12501305 136014251495 1570 1645 730 Tl V MIN AN TYPE OF TCP: WORK HOURS PHASE OF WORK: INSTALL NEW RISER, SPEED PROOF/PULL LIMIT 30 SPOTTER TO ASSIST VEHICLES LEAVING/ENTERING DRIVEWAYS 220TH ST SW NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES 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 ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, 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 LEGEND • • • TRAFFIC CONES b TEMP SIGN LOCATION o WORK VEHICLE • UTILITY POLE �Y SPOTTER TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: CHRIS ATKINSON 360-926-3437 CHRIS.ATKINSON@CABLECOMLLC.NET JOB NUMBER: JB0000715792 JOB ADDRESS: 8803 220TH ST SW, EDMONDS, WA 98026 DESCRIPTION: INSTALL NEW RISER, PULL CATV THROUGH, CONTINUE PROOF/PULL EAST, THEN ONTO PRIVATE PROPERTY. QIeVu // W T > X. a 00 W1-4L 00 < > X* � LANE SHIFT W5-5 AHEAD 11' 11' X" Q� ROAD WORK W20-1 AHEAD w Emi 6r�o ENGINEERING Page 1of1