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ENG2021-0337 ROW PERMITOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds AveRIGHT 9:01 1 C www.cityofedmonds.gov Description: COMCAST-RISER DOWN FROM POLE, PROOF & PULL INTO EXIST VAULT ISSUED: 09/02/2021 Address: 8805 220TH ST SW EDMONDS WA 98026-8135 EXPIRES: 03/02/2022 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 27043000201100 Isle]' 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 CASE JOHN L 804 15TH ST SW, EDMONDS WA 98020 (425)742-6044 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $0.00 REQUIREMENTS REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 09/02/2021 RELEASED BY DATE Printed: Thursday, September 02, 2021 2:11:25 PM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • •:• •ENG2021-03,137 www.cityofedmonds.gov• • 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 Printed: Thursday, September 02, 2021 2:11:25 PM 2 of 2 ENG2021-0337 QF EDA101/!> RIGHT OF WAY CONSTRUCTION RECEIVED PERMIT APPLICATION AUG 20 2021 Complete and submit this Application in accordance with the Submittal CITY OF EDMONDS '�. I 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 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 Franchise Ordinance 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 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 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.) aEll i9 a:rW LVAIn:8i►11•1r=:JWITS] =1 61,1a►rAV 1-1:1 �.z•�►�a��� zz•»:�anr��y�n�r•»���ru�•zr�cci�ie� �a���c•».im�rr��i�nrMal MIR 010111•1r:1►111RA AI :000- 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.. 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: /"a�aura klCG� 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 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. 4 4. 11' 11' «dam 5' >> 8820 X* X* X* ROAD LANE RAFFIC WORK SHIFT MERGE WITH \EA� \EAD BIKES IN20-1 W/5-5 W4-1A R3-2 q>>- W1-4R 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 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 1 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 125 1 30 1 35 140 1 45 1 50 155 1 60 1 65 70 LENGTH (FEET) 115512001250 1305 1360142514951570 16451 730 2 \� 00 00 • 8805 AN TYPE OF TCP: WORK HOURS PHASE OF WORK: INSTALL NEW RISER, SPEED PROOF/PULL Llmlr 30 SPOTTER TO ASSIST VEHICLES LEAVING/ENTERING DRIVEWAYS W1-4L 0 t, 01� L/2* L L/2* • A 220TH ST SW 1V MIN ■ /1 8814 8804 LEGEND • • • TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE • UTILITY POLE ■Y SPOTTER W 'a H 00 00 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. «dam GV0 i> X* +11 W1-4L X* LANE SHIFT W5-5 AHEAD RECEIVED AUG 20 2021 X' CITY OF EDMONDS ENGINEERING DIVISION DEVELOPMENT ROAD SERVICES DEPARTMENT APPROVED AS NOTED $Z WORK w2o-1 /ee ' II AHEAD NOTES: jP11 WL1,1,�44,e 09/01 /2021 1. ALL SIGNS ARE 36" - 48" ACROSS vv 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 (�J 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 11' 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 ENGINEERING Page 1 of 1 Route Overview Completed By: ARRINGTON MALUFAU N .• �1% �—_ —_ _ E j• `s Completion Date: 7/9/2021 Address: 8803 220TH ST SW EDMONDS WA 98026 I COMICAST 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 A Interior Path Footage Break Phase Identifier �-1 Fiber Splice Point 01114111 Power Supply ■ Storage Loop M Hard Surface Cut Riser R 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. RECEIVED AUG 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I 153 11 L8J t i 3 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ENGINEERING DIVISION APPROVED AS NOTED %1i LVL,, j ,,44z 09/01 /2021 VV OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. PLACE NEW FLOWER POT I i PROOF AND PULL COAX jT s� —� 2 i X I 114 i I Fv-', I I , EXISTING 2" CONDUIT ! 76 PLACE NEW 17X30 GREEN TOP VAULT 11> � r I T 1 t I 249 e I I 119„ I ..` SNEP11024CA001 -x X Ic, I 2ne i 17 164ft 144„ ^ / 23 %- .. i � D I I. 1 TIE IN, PLACE NEW RISER DOWN I i `a III I I 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: POC Email: 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. RECEIVED AUG 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Right of Way Completed By: ARRINGTON MALUFAU Address: 8803 220TH ST SW EDMONDS WA 98026 Completion Date: 7/9/2021 Right of Way Footages: T IProject COM 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: 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 A Interior Path Footage Break Phase Identifier T Fiber Splice Point ►I Power Supply PS 1 Storage Loop IMF 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. RECEIVED AUG 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT l I 9 4+ S. a:..� . 2' CONDUIT DID lico ,I 17x30GREEN T000 a IW FOWER PI A- 445_ . _ . _......... .._ .... .p.. ..... p. / LAYOUT r 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: `�f, 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 0 Interior Path Footage Break Phase Identifier Fiber Splice Point ►I IMF Power Supply PS, 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. RECEIVED AUG 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I = o I -- - - - - I - 2' CONDUIT .. DID ( I I " 17x3DGREEN TOP I ar } • FOWER POTZ. I g b A— 445- + x = O I -I- ICI _ I I _-- - .rr..T R 2 5 �•'• 220Tm ST SW •- k �+---_--�-�.-�-.w�-��: .__�• ._------------ .----------- ------ --- --^�---- 0--- LAYOUT - } 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 N � --• . 1E '/ :'• %- �-- •-=�- �4. 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 �-1 Fiber Splice Point ►I IMF Power Supply PS 1 Storage Loop Hard Surface Cut O Riser Ow Abandoned Cable41 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. RECEIVED AUG 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TIE IN 1i PLAI,C NCW KlbtK UUVVN i DATE TECH ENG /1 425.327.6404 `� n/—�/�/� ��O ORIGINAL 07/30/21 CS AJD WAECOENGINEER AARONDIEDRICHS AARON WAECOCONSTRUCTION.COM O 8803 220TH ST SW ccomcast \ y��� vJ///urAV:� O REV -- _ CABLECOM CHRISATKINSON 360.926.3437 EDMONDS WA 98026 it COVER SHEET �ableL'om E N G I N E E R I N G Kn wbafs below. REVIEWED ---- --- -- CHRIS.ATKINSON@CABLECOMLLC.NET �I CaIlbdomyoudig. AS -BUILT ---- ---- ---- 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 WAECO ENGINEERING VICINITY MAP AARON WAECOCONSTRUCTION.COM T 425.327. 404 p 7 �'r • I .1 T. ) SITE INDEX 1 - COVER SHEET/SITE LOCATION 2-LEGEND 3 GENERAL NOTES 4 - DESIGN VIEW 1 F . 5 - SITE PHOTOGRAPHS 'p 6 - UNDERGROUND TYPICALS �'•_ • f � . � •• ; .. ' ,���. _ as —+-. SCOPE OF WORK: 1 �3 "� _ SET A NEW RISER NEAR EXISTING UTILITY T POLE LOCATED AT THE SOUTHWEST CORNER - OF 8803 220TH ST SW. PROOF AND PULL EXISTIT IN PRIVATE PROPERTY AND CONTINUE G COMCAST CONDUIT z WORKPRIVATE SHEET 4 , 3 RECEIVED AUG 20 2021 _ ti► ` �t CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 FILES\JB0000715792 PLANS.DWG „ \�\ y'//��'//�////��\\ (\//��J� DATE TECH ENG V �J uV��� �J o 425.327.6404 ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHS AARON WAECOCONSTRUCTION.COM O 8803 220TH ST SW ccomcast 0 REV -- _ CABLECOMENGINEER CHRISATKINSON 360.926.3437 EDMONDS WA98026 LEGEND �ableCom E N G I N E E R I N G Knowwbafs below. REVIEWED ---- --- -- CHRIS.ATKINSON@CABLECOMLLC.NET Callbeforeyoudig. AS -BUILT ---- ---- ---- LI N E YP L S ® 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 IN: 0 R/W RIGHT OF WAY �� #F TAIL: 0 SEQUENTIAL IN TAIL CALLOUT PROPOSED DOWN GUY ON EXISTING ANCHOR PARCEL BOUNDARY FM—] CATCH BASIN/INLET CURB 0' EOP EDGE OF PAVEMENT C><o STORAGE - EXISTING TAIL: 0 X X FENCE �j, FIRE HYDRANT #F OUT: 0 SEQUENTIAL TAIL OUT CALLOUT G GAS O' W WATER I GROUND/BOND C><0 STORAGE - PROPOSED jx�x_xAUDDITIONAL OLE OWNER NAME OLE NUMBER TAG NUMBER T TELEPHONE POLE TAG TAG NUMBER POLE TABLE/ ATTACHMENT CALLOUT TILTY1 x'xx'E ELECTRIC �` 1'/ROP UTLTY 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 ° a UNK UNKNOWN UTILITY FDP FIBER DISTRIBUTION PANEL - EXISTING ° SIDEWALK F/O FIBER OPTIC 0 TREE TEL 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 V❑ VAULT - EXISTING UTILITY ENDS ROW RIGHT OF WAY � RECEIVED � ASPHALT OVER PCC RESTORATION STA. STATION VAULT -PROPOSED PD-## PEDESTAL -NUMBER AUG 20 2021 VT-## VAULT -NUMBER © PEDESTAL - EXISTING UP-## UTILITY POLE -NUMBER CITY OF EDMONDS ' LANDSCAPE RESTORATION DEVELOPMENT © PEDESTAL - PROPOSED SERVICES DEPARTMENT PROPRIETARY - NOT FOR DISTRIBUTION ENGINEERING FIRM: WAECO ENGINEERINGLIENT FIRM: CABLECOM PROJECT NUMBER: JB0000715792 PERMIT NUMBER: ---- C DRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CUSTOM ERS\CABLECOM\BUILT\21612 EDMONDS 220TH ST SW JB0000715792\ENG PRINTS-21\CAD FILES\JB0000715792 PLANS.DWG SHEET # I 2 OF 6 DATE TECH ENG �JIJ/JVVIs 360.926.3404 37 ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHS 8803 220TH ST SW Ccomicast r, REV #0 =___ ____ AARON@WAECOCONSTRUCTION.COM GENERAL NOTES CABLECOMENGINEER CHRISATKINSON 360.@CAB37 EDMONDS WA98026 ENGINEERING Knowwhafsbelow. REVIEWED CHRIS.ATKINSON@CABLECOMLLC.NET � Call before you dlg. 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. RECEIVED 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. AUG 20 2021 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. CITY OF EDMONDS DEVELOPMENT 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. SERVICES DEPARTMENT (PROPRIETARY - NOT FOR DISTRIBUTION PROJECT NUMBER: JB0000715792 I PERMIT NUMBER: ---- SHEET # I 3 OF 6 _�\ y' ���' j�///�� \\\ (\/���� DATE TECH ENG '� ® 360.926.3404 3E ORIGINAL 07/30/21 CS AJD WgECO ENGINEER AARON DIEDRICHS 8803 220TH ST SW,Y- co m ca st REV #0 =___ ____ - AARON@WAECOCONSTRUCTION.COM O f I L PROJECT SHEET CABLECOMENGINEER CHRISATKINSON 360.926.343E EDMONDS WA98026 EN G I ICI E E R I IV G Knowwhafsbelow. REVIEWED - CHRIS.ATKINSON@CABLECOMLLC.NET � 11 Call before you dlg. AS -BUILT ---- ---- ---- . J PARCEL# 27043000201600 , 21930 220TH ST SW PARCEL# 27043000201100 8805 220TH ST SW / 00 CONTINUE WORK IN PRIVATE PROPERTY IN 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 ( i$ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. 1 2 0 5+00 6+00 0 0 7+00 220TH ST SW 0 PARCEL# 00461000700903 8822 220TH ST SW PARCEL# 00461000701003 8814 220TH ST SW lIPROPRIETARY - NOT FOR DISTRIBUTION DRAWING NAME: GASHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CU PARCEL# 00461000701002 8804 220TH ST SW PROJECT NUMBER: JB0000715792 I PERMIT NUMBER: ---- 1,11111111111 C�\\ 0 I RECEIVED AUG 20 2021 ($YY OF EDMONDS DEVELOPMENT RV ICES DEPARTMENT 3 2 p PARCEL# 00626300000200 22011 88TH AVE W SHEET # I 4 OF 6 SCALE " =20 �\ y'/��'/ /�/ (\/���J DATE TECH ENG V �J �� tJ 360.926.3404 37 (comcast ORIGINAL 07/30/21 CS AJD WAECO ENGINEER AARON DIEDRICHS AARON@WAECOCONSTRUCTION.COM O 8803 220TH ST SW, SITE REV #0 360.926.3437 Know what'sbelow. REVIEWED _ CABLECOM ENGINEER CHRIS ATKINSON CHRIS.ATKINSON@CABLECOMLLC.NET EDMONDS, WA 98026 PHOTOGRAPHS ENGINEERING Call before you dig. AS -BUILT ---- ---- ---- CONSTRUCTION NOTES O 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. lIPROPRIETARY - NOT FOR DISTRIBUTION DRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CU FACING EAST FROM THE INTERSECTION OF 88TH PL W AND 220TH ST SW PROJECT NUMBER: JB0000715792 I PERMIT NUMBER: ---- '15792\ENG PRINTS-21\CAD FILES\JB0000715792 PLANS.DWG RECEIVED AUG 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET # I 5 OF 6 �\ y'/��'/ /�/ (\/���J DATE TECH ENG V �J �� tJ 360.926 3404 37 co m ca st ORIGINAL 07/30/21 CS AJD w ECO ENGINEER AARON DIEDRICHS AARON@WAECOCONSTRUCTION.COM O 8803 220TH ST SW, UNDERGROUND REV #0 360.926.3437 Knaw"""below. REVIEWED ---- ---- ---- CABLECOMENGINEER CHRISATKINSON CHRIS.ATKINSON@CABLECOMLLC.NET EDMONDS, WA 98026 TYPICALS ENGINEERING Call before you dlg. AS -BUILT ---- ---- ---- lIPROPRIETARY - NOT FOR DISTRIBUTION DRAWING NAME: G:\SHARED DRIVES\WAECO ENGINEERING SERVER\2021\1 - CU TYPICAL DETAIL - A POLE ARRANGEMENT FOR AERIAL TO BURIED CABLE 4„ BUY t(�� POLE TOP VIEW GROUND LEVEL PROJECT NUMBER: JB0000715792 I PERMIT NUMBER: ---- RECEIVED AUG 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET # I 6 OF 6