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ENG2021-0061 ROW PERMITRIGHT OF WAY EUC PERMIT PERMITNUMBER, City of Edmonds -0061 www.cityofedmonds.gov Description: COMCAST-OVERLASH 598' FIBER, PROOF & PULL FOR 21705 HWY 99 ISSUED: 05/17/2021 Address: 21700 HIGHWAY 99 EDMONDS WA 98026 EXPIRES: 11/17/2021 rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00580700003000 i 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 PUBLIC HOSPITAL DISTRICT 2 4710 196TH ST SW, LYNNWOOD WA 98036-5517 SNOHOMISH CO INFORMFEE DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $110.00 $0.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $0.00 • REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. 77 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 05/17/2021 RELEASED BY DATE Printed: Monday, May 17, 2021 10:36:39 AM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • www.cityofedmonds. ov/425.771.0220 CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements. 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. OTHER CONDITION City of Edmonds UPO required. 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 7:00am to 6:00pm on SOUND OR NOISE weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/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. 111110 •Mr INSPECTION TYPE 1A-1 DATE RESULT NOTES COMPLETE JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL Printed: Monday, May 17, 2021 10:36:39 AM 2 of 2 RECEIVED 0\ t u,tl(-). FEB 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROW PERMIT NO.: ENG 2021-0061 ISSUE DATE: 5/17/21 RIGHT-OF-WAY CONSTRUCTION "VC. I3'�J PERMIT APPLICATION PROJECT NAME: JB-580866 CONTACT: CONTRACTOR: Cablecomm, LLC Mailing Address: 1316 BONNEVILLE AVE, BLDG A, SNOHOMISH WA 98290 State License #: CABLE*971DP City Business License #: NR-021818 Jourden Lawrence Phone #: 425-921-8201 Fax #: Email #: j ourden_lawrence@comcast.com ❑x Liability Insurance ❑x Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 21700 Highway 99, Edmonds, WA 98026 (PROPOSED WORK IN ROW FOR SITE LOCATED AT 21705 HIGHWAY 99, LYNNWOOD, WA 98036) ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑x Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family x❑ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ANY ASSOCIATED PERMITS? ❑ Other ❑ Yes ❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : The proposed work in the right of way is to overlash 598' of fiber to existing Comcast strand alonh HWY 99 and 216th St SW: Droof existing riser/ conduit and pull 384' of 96ct fiber through existing conduit along 216th St SW. Proposed work in order to provide fiber connectivity for Emerald City Engineers Inc at address 21705 HIGHWAY 99 LYNNWOOD WA 98036. * No disturbance of surface WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes 0 No If yes, indicate size of cut: x CONCRETE CUT: ❑ Yes 0 No If yes, indicate size of cut: X. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF SF Alley 72 Hrs + LF X LF SF Parking 72 Hrs + LF X LF SF APPLICANT TO READ AND SIGN *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 is to 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. Indemnity: The Applicant has signed an application which states he/she hold 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 defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. SIGNATURE �` DATE 2/23/21 Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE C.O.E. U.P.O. REQUIRED. WORK HOURS M - F: 9 AM TO 3 PM ONLY. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 �o LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TMA ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 1 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 1 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 1 80 35/45 30 60 25/30 20 40 SIGN SPACING = X (FEET) (1) RURAL ROADS 45 / 55 MPH 500't RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS, URBAN ARTERIALS 25 / 30 MPH 200'3 (2) RESIDENTIAL & BUSINESS DISTRICTS ALL SIGNS ARE 48" z 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. MINIMUM TAPER LENGTH = L (feet) Lane Width (feet) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 10 105 150 1 205 1 270 1 450 1 500 1 - I - - - 11 115 165 1 225 1 295 1 495 1 550 1 - - - 12 125 180 1 245 1 320 1 540 1 600 1 - - - (1) All spacing may be adjusted to accommodate interchange ramps, CONTACT WSDOT AUTHORITIES 48-72 at -grade intersections, and driveways. HOURS IN ADVANCE OF WORK ON HWY 99. (2) This spacing may be reduced in urban areas to fit roadway CALL BONIE NAU AT 206-440-4471 conditions. LIGHTED ARROW BOARDS TO REQUEST AN REQUIRED. W4-2L n W20-1 OFFICER, CONTRACT WILL REQUIRE CITY OF EDMONDS UNIFORMED POLICE OFFICER FOR OVERLASH WORK CROSSING PACIFIC HWY END ROAD WORK u2 200' TAPER , W20 I ROAD � WORK AHEAD W20-7B RIGHT BE TWO LANES PREPARE CLOSED 0 STOP AHEAD W20-501 x x x x x L , 2L - r 12 ® q q -----------.- ®------®---®----- --- - -®---- ---------- ---- -----®-------- -----®-------- ----- ®------- a--®--------------------------------��--- ----------�J--,--------------------------------------®- 1 ---13 Et -- 0- -0--- a --- 13---- z--- a ---- Et --- 0--- M----a----0--- 0---®---a---CL--®---0--13------------------------------------ -----------'------------------------------------------------------------------ -- - ------------ - --- ----------------------------- V00-------------------------------- --- lc--------------------------------------------- ®® EMla Ea W20-1 ROAD I WORK AHEAD RIGHT TWO LANES CLOSED LEGEND W20-501 N SIGN LOCATION ® SIGN LOCATION - 5' MOUNTING HEIGHT RECOMENDED CCD ARROW BOARD o TMA 0 o m CHANNELIZING DEVICES TRAFFIC SAFTEY DRUMS / ® ® ® TALL CHANNELIZATION DEVICES PCMS PORTABLE CHANGEABLE MESSAGE SIGN RECOMMENDED X I R W4-2L W20-7A T BE PREPARED 0 STOP W20-7B JASON SHIER AT 206-353-2987 TEN DAYS PRIOR TO START OF WORK (SEE ATTACHED OFF DUTY DETIAL INFORMATION). CALL CITY INSPECTOR JEFF WHATMORE 206-305-0618 FOR INSPECTION DATE OF U.P.O. END ROAD 200' WORK NOTES 1. Protective vehicle with TMA required for roadway 45 mph or higher. For roads 40 (SAMPLE MESSAGE) mph or less - If no TMA is available, the protective vehicle shall be strategically PCMS located in the field to shield workers and no roll ahead distance is specified. 1 z 2. Devices should not encroach into adjacent lanes. The 2' lateral buffer is RIGHT sLowoR recommended. ENGINEERING DIVISION LANE STOPPED 3. Use transverse devices in closed lane every 1000', or when work APPROVED AS NOTED CLOSED TRAFFIC operation allows. 1.5 SEC 1.5 SEC 4. Traffic safety drums or tall channelization devices required for all lane %?,2Q 05/17/2021 PLACE 1/2 MILE FROM closure tapers on roadways 45 mph or higher. (Half spacing required for- BEGINNING OF TAPER tall channelization devices). 5. When used, device spacing for the downstream taper should be 20' O.C. 6. Coordinate with region traffic office work hour restrictions. CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50 / 70 40 80 40/45 30 60 Applicant shall repair/replace all damage to utilities or frontage R E S U B improvements in City right-of-way per city standards that is caused or occurs during the permitted project. Apr29 2021 CITY OF EDMONDS OWNER/CONTRACTOR IS RESPONSIBLE FOR DEVELOPMENT SERVICES EROSION CONTROL AND DRAINAGE DEPARTMENT ROAD WORK AHEAD RIGHT LANE 9 CLOSED AHEAD KEEP LEFT R4-8 B LIGHTED ARROW WITH BOARD REQUIRED ROLL SPACING 50' MIN 100' MAX TRUCK 4t WITH WORK FLASHING AREA BEACON _ (c R ~ L PACIFIC HWY Spotter to assist pedestrians through work zone TABLE A SPEED (MPH) TAPER LENGTH FOR SHIFT WIDTH CONE SPACING ALONG TAPER (FT) 10, 12' 25 105' 125' 25 30 150' 180, 30 35 205' 245' 35 40 270' 320' 40 45 450' 540' 45 *Permitted work hours are only M-F 9 AM to 3 PM W4-2R W20-5R W20-1 RIGHT ROAD LANE WORK CLOSED AHEAD AHEAD SEE SEE SEE NOTE 1 NOTE 1 NOTE 1 PACIFIC HWY NOTES 1. DISTANCE BETWEEN SIGNS SHALL BE 100' FOR RESIDENTIAL STREETS (25 MPH) AND 350' FOR ARTERIAL ROADWAYS 0 2. FLASHING BEACON INSTALLED AT EACH SIGN FOR NIGHT-TIME USE (OPTIONAL). ROAD 3. DISTANCES MAY VARY AS APPROVED BY THE WORK ENGINEER. AHEAD I 4. SPOTTERS REQUIRED WHENEVER THE CONTRACTOR W20-1 MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT (FLAGGING REQUIRES 3 OR 4 SIGN SETUP). V) 5. SIGN SIZE PER MUTCD. U0 6. THIS PLAN IS PROVIDED AS A GUIDE ONLY. FOR 11.0 SPECIFIC INFORMATION ON TRAFFIC CONTROL PLANS r_1 SEE CURRENT MUTCD. N LEGEND 0 CONE OR CHANNELIZING DEVICE SEE STANDARD DRAWING 713. RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TITLE TRAFFIC CONTROL PLAN LANE ROADWAY WITH RIGHT LANE CLOSURE FAR SIDE OF INTERSECTION C) C N V BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 ]o LENGTH (feet) 155 200 250 305 360 — -- — — -- TMA ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. <45 MPH 45-55 MPH > 55 MPH <45 MPH 45-55 MPH > 55 MPH 100' 74' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (FEET) ( 1 ) RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350't RURAL ROADS, URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200't (2) URBAN STREETS 25 MPH OR LESS 100't (2) ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. MINIMUM SHOULDER TAPER LENGTH = U3 (feet) SHOULDER Pceted Speed (mph) WIDTH (' 0 25 1 30 I 35 1 40 45 50 55 fi0 65 ]0 e' 40 40 60 98 120 130 150 160 1]0 190 10' 40 60 90 90 150 1]0 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THEN 8'. (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. *Spotter to assist pedestrians through work zone Z 216TH ST SW 8B 8B 88 ® 8 Kl Kl I I X X 1 1/3 B R CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 35 / 40 30 60 25 / 30 20 40 ROAD SHOULDER Contractor to post no parking signs 72HRS in WORK AHEAD WORK advance for road side parking locations in order NOTE to access pedestals/vaults for proof and pull W20-1 W21-5 1. When used, device spacing for the downstream locations taper should be 20' O.C. LEGEND N SIGN LOCATION ®®® CHANNELIZING DEVICES l� PROTECTIVE VEHICLE - RECOMMENDED TYPICAL SHOULDER CLOSURE - LOW SPEED (40 MPH OR LESS) TCP 5 RESUB Apr 29 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT n 3 � a 0 z O �G a n Cl) VJ O s= s? CD C7 O I r 0 m (D Q CD 3 ZT O r CD cn f1 a- z N OFF DUTY DETAIL INFORMATION SHEET EDMONDS POLICE OFFICERS ASSOCIATION 250 5T" AVE N, EDMONDS, WA 98020 The purpose of this sheet is to provide information regarding the requesting of; cost of; and procedures for scheduling Police Officers for 'off -duty' details within the City of Edmonds. Point of Contact: Officer Jason Shier, EPOA Vice President: o Email: vicepresident.epoa@gmail.com. o Cellular phone: 206-353-2987 Requesting an officer: (Please request an officer with as much advance notice as possible!) • To schedule an officer, please email Officer Jason Shier at vicepresident.epoa@gmail.com. Please include your company name, Point of Contact (name, phone number, and email), location of the detail, date(s) and time(s) of detail, and a brief description of what officer will be doing (i.e. directing traffic, closing a traffic lane, providing security, etc). • Additionally, if your Point of Contact is NOT the same person to whom the invoice is to be sent, please include the 'Finance Person's': name, email address, and phone number. NOTE: Oficer Shier works a rotating schedule, so to insure that your detail request is received and reviewed in a timely manner, it is recommended that you call his cell phone in addition to sending the email. Rate of Pay: (NOTE: Minimum of 4 hours will be paid to the officer) • Requests made 7 or more days in advance: The rate of pay for an officer working an off - duty detail will be $75 per hour. • Requests made less than 7 days in advance: The rate of pay for an officer working and off -duty detail will be $80 per hour. Effective: May 24, 2018 OFF DUTY DETAIL INFORMATION SHEET • Details that fall on a holiday will be paid at an additional $30 per hour ($105 per hour with 7 or more days notice/$110 per hour if less than 7 days notice). List of Holidays: New Year's Day (January 1) Washington's Birthday (Third Monday of February) Independence Day (July 4) Veteran's Day (November 11) Friday following Thanksgiving Day Christmas Day (December 25) Martin Luther King Day (Third Monday of January) Memorial Day (Last Monday of May) Labor Day (First Monday of September) Thanksgiving Day (Fourth Thursday of November) Christmas Eve (December 24) New Year's Eve (December 31) Cancellations: (Note: date and time of cancellation will be based on the date and time of the phone call, not email.) • To cancel an officer, you MUST call Officer Shier at 206-353-2987. Additionally, please follow up the phone call with an email to vicepresident.epoa@gmail.com requesting the cancellation If you cancel an officer more than 24 hours before the start of the detail, you will not be charged for the cancelled detail. • If you cancel an officer less than 12 hours prior to the start of the detail, you will be charged for the '4 hour minimum'. • Administrative fees will still be charged for all details, regardless of when they are cancelled. Payment Deadlines: • If you do not require an invoice, officers are to be paid via check or cash at the start of the event. (check made payable directly to the individual officer(s). • If you require an invoice, officers should be paid within two weeks of invoice being emailed to your Point of Contact (or Finance if provided). • Delays in paying officers may result in difficulty obtaining officers for future details. 2 Effective: May 24, 2018 Route Overview Completed By: W. PASCHAL Address: 21705 HIGHWAY 99, LYNNWOOD, WA 98036 Completion Date: 2/12/2021 Footages COMICAST Survey Revision Date: New Aerial Coax 0 Overlash Coax 0 New UG Fiber 384 Survey Revision Task ID: New Aerial Fiber 598 Overlash Fiber 0 Existing UG Fiber 0 Engineered For: ISP Footage 68 New UG Coax 0 Total Aerial 598 Project Manager: Conduit Only 0 Existing UG Coax 0 Total Underground 384 P2 ID: 580866 Are Additional Pages Needed No Total Private Footage 0 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 ❑1 Phase Identifier Footage Break Power Supply Fiber Splice Point w Hard Surface Cut • Route Overview Provide Clear Detail about the Project Construction Notes: 1. TIE POINT AT SP.WALY.0489 IN VAULT - 4' ROW UG 96C FOC CONDUIT PULL TO EXISTING DOGHOUSE (EXISTING 2" CONDUIT - PROOF AND PULL) 212' ROW UG 96C FOC CONDUIT PULL TO EXISTING DOGHOUSE (EXISTING 2" CONDUIT - PROOF AND PULL) 8' ROW UG 96C FOC CONDUIT PULL (EXISTING 2" CONDUIT - PROOF AND PULL) 71' ROW UG 96C FOC CONDUIT PULL TO EXISTING PED (EXISTING 2" CONDUIT - PROOF AND PULL) 48' ROW UG 96C FOC CONDUIT PULL (EXISTING 2" CONDUIT - PROOF AND PULL) 25' RISER - EXISTING 2" CONDUIT 2. 452' ROW AERIAL 96C FOC OVERLASH - INSTALL ENCLOSURE TO TRANSITION 96C TO 12C FOC 3. 146' ROW TO PRIVATE EXT AERIAL 12C FOC OVERLASH 4. 25RISER PRIVATE EXT 12C FOC (EXISTING 2" CONDUIT - PROOF AND PULL) - 41' ROW UG 12C FOC CONDUIT PULL PULL)(EXISTING 2" CONDUIT - PROOF AND RECEIVED (EXISTING EXTERIOR POE A BREAKOUT) B 5. 60' PRIVATE INT 12C FOC INTO BASEMENT CEILING TO IDF (DROP PANEL CEILINGS TO ROUTE FIBER) FEB 23 2021 8' PRIVATE INT 12C FOC IN IDF INSTALL EQUIPMENT ON WALL PER POC REQUEST A kk A STEN021 AA all & W-.- - - 0% fie ,.fL POlt'CLINK Er �.,W •.2001*00. n+r.� N A . ! •� ""waft '0 AM ALL ENCLOSUR:2CFOC PT!RANSTION 96C TO 1 N, ti 0004 -D TIE POINT @ %• SP.WALY.0489 1 �•, • .� Jt AACk. L T 212' _ ! 0 71' s s 288' 2 3 4 EXISTING POE WITH 2" CONDUIT AND BREAKOUT ON EXTERIOR INTO BASEMENT CEILING Lt a, ft, � 598 AERIAL' �pLM JL le t AAmI f, r rnt 25' RISER IDF IN 5 BASEMENT INSTALL EQUIPMENT ON WALL PER POC REQUEST DEVELOPMENT SERVICES DEPARTMENT Right of Way Completed By: W. PASCHAL N W _ - p E s Completion Date: 2/12/2021 Address 21705 HIGHWAY99, LYNNWOOD, WA98036 COMICAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Route Overview Sheet Engineered For: Project Manager: - P2 ID: 1 580866 Additional Pages Needed No Legend New Ped ❑ Pole New Vault ❑V Lock Box Existing U/G FootageExisting Aerial Text Box Text New U/G Callout Arrow ; New Aerial New Tap 0 r Interior Path Phase Identifier ❑i ' Footage Break Power Supply ■ . %. Fiber Splice Point H Co Hard Surface Cut I Right of Way Provide Clear Detail about the Project Construction Notes: 1. TIE POINT AT SP.WALY.0489 IN VAULT - 4' ROW UG 96C FOC CONDUIT PULL TO EXISTING DOGHOUSE (EXISTING 2" CONDUIT - PROOF AND PULL) - 212' ROW UG 96C FOC CONDUIT PULL TO 212' EXISTING DOGHOUSE (EXISTING 2" CONDUIT - PROOF AND PULL) - 8' ROW UG 96C FOC CONDUIT PULL (EXISTING 2" CONDUIT - PROOF AND PULL) - 71' ROW UG 96C FOC CONDUIT PULL TO EXISTING PED (EXISTING 2" CONDUIT - PROOF AND PULL) - 48' ROW UG 96C FOC CONDUIT PULL (EXISTING 2" CONDUIT - PROOF AND PULL) - 25' RISER - EXISTING 2" CONDUIT (PROOF AND PULL) RECEIVE FEB 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2" CONDUIT l TIE POINT @ SP WALY,0489It r � , •-yam _ vy •- A. 216TH ST SW 1 4' TIE POINT r~.� SP.WALY.0489 i ` 2" CONDUIT � r a atA EXISTING DOGHOUSE 1 �HWY99� �-- i may, Right of Way Completed By: W. PASCHAL N q,1J _ p �4 ` s Completion Date: 2/12/2021 Address 21705 HIGHWAY 99, LYNNWOOD, WA 98036 COMICAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Route Overview Sheet Engineered For: Project Manager: - P2 ID: 580866 Additional Pages Needed No Legend New Ped ❑ Pole 0 New Vault ❑v Lock Box , Existing U/G Footage 150' t ' EXISTING PEE ' Existing Aerial Text Box Text ` New U/G fallout Arrow — 1 rk '► d,[r. S ,�j ' -- New Aerial --" EXISTING _ FxlsTrv6 r PEU New TapA DOGHOUSE 25' _ Interior Path Phase Identifier 0 -- Footage Break Power Supply 1 g� 72ND AVE W HWY99 71' lA � 8' Fiber Splice Point H Hard Surface CutCED OC d� ' ' ., • . '1°��P, ;'• .� �`� •- ` Right of Way slJ, -� .114 Provide Clear Detail about the Project 212' ` . — Construction Notes: y... r -.3 • 1_ �' ..'�. I- 1. TIE POINT AT SP.WALY.0489 IN VAULT- •' -. - 4' ROW UG 96C FOC CONDUIT PULL TO ' �' �.:`s I+r•r+•. "� _ EXISTING DOGHOUSE10 (EXISTING 2" CONDUIT - PROOF AND PULL) J - 212' ROW UG 96C FOC CONDUIT PULL TO ~• EXISTING DOGHOUSE', (EXISTING 2" CONDUIT - PROOF AND PULL) - 8' ROW UG 96C FOC CONDUIT PULL ti (EXISTING 2" CONDUIT - PROOF AND PULL) - 71' ROW UG 96C FOC CONDUIT PULL TO 2" CONDUIT "r+ EXISTING PED s* - (EXISTING 2" CONDUIT - PROOF AND PULL) ++ - 48' ROW UG 96C FOC CONDUIT PULL (EXISTING 2" CONDUIT - PROOF AND PULL) 2" CONDUIT 2" CONDUIT (PROOF AND PIG PULL) RECEIVED r ,. FEB 23 2021 Ar CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Right of Way Completed By: W. PASCHAL �j ,,. .. p • ' " rE .s� Completion Date: 2/12/2021 Address 21705 HIGHWAY 99, LYNNWOOD, WA 98036 110 ?ASurvey COMCAST Survey Revision Date: Revision Task ID: Footages Entered On Route Overview Sheet Engineered For: Project Manager: - P2 ID: 580866 Additional Pages Needed No 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 — — — — Phase Identifier ❑i Footage Break ■ Power Supply Fiber Splice Point H Hard Surface Cut • Right of Way Provide Clear Detail about the Project Construction Notes: 1. 71' ROW UG 96C FOC CONDUIT PULL TO EXISTING PED (EXISTING 2" CONDUIT - PROOF AND PULL) - 48' ROW UG 96C FOC CONDUIT PULL (EXISTING 2" CONDUIT - PROOF AND PULL) - 25' RISER - EXISTING 2" CONDUIT (PROOF AND PULL) 2. 19' ROW AERIAL 96C FOC OVERLASH - 101' ROW AERIAL 96C FOC OVERLASH - 44' ROW AERIAL 96C FOC OVERLASH - 288' ROW AERIAL 96C FOC OVERLASH - INSTALL ENCLOSURE TO TRANSITION 96C TO 12C FOC 3. 146' ROW TO PRIVATE EXT AERIAL 12C FOC OVERLASH RECEIVED FEB 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2 _ 216TH ST SW 288' E do �01 216TH ST SW 3 INSTALL ENCLOSURE TO 146 TRANSITION 96C TO 12C FOC Right of Way Completed By: W. PASCHAL N W _ • o _ s Completion Date: 2/12/2021 Address 21705 HIGHWAY99, LYNNWOOD, WA98036 COMICAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Route Overview Sheet Engineered For: Project Manager: - P2 ID: 580866 Additional Pages Needed No Legend New Ped ❑ Poles--' New Vault ❑V Existing U/G Lock Box Footage 150' -!- "• - a Existing Aerial Text Box Text New U/G Callout Arrow New Aerial r—" New Tap INSTALL ENCLOSURE TO — - Interior Path Phase Identifier ❑i _ — _---- TRANSITION 96C TO 12C FOC 146' Footage Break Power Supply PS Fiber Splice Point H co Hard Surface Cut OC 288 _ EE Right of Way HWY99 Provide Clear Detail about the Project INSTALL ENCLOSURE TO - 21705 Construction Notes: TRANSITION 96C TO 12C FOC - ..r 2. 19' ROW AERIAL 96C FOC OVERLASH - 101' ROW AERIAL 96C FOC OVERLASH - 44' ROW AERIAL 96C FOC OVERLASH 146' - 288' ROW AERIAL 96C FOC OVERLASH - INSTALL ENCLOSURE TO TRANSITION 96C - TO 12C FOC M �' _ �� 3. 146' ROW TO PRIVATE EXT AERIAL 12C FOC , _ BREAKOUT / POE OVERLASH - r. 25 INTO BASEMENT CEILING VOID 4. 25' RISER PRIVATE EXT 12C FOC 2" CONDUIT PROOF AND PULL)- � - - �.,.�-. (EXISTING - - 41' ROW UG 12C FOC CONDUIT PULL 4 (EXISTING 2" CONDUIT - PROOF AND PULL) amp- - - (EXISTING EXTERIOR POE AT BREAKOUT) _ 5. 60' PRIVATE INT 12C FOC INTO BASEMENT HwY 99 A CEILING�:':... RECEIVED r 41,Ar21705 FEB 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Private Exterior Completed By: W. PASCHAL , Completion Date: 2/12/2021 Address 21705 HIGHWAY 99, LYNNWOOD, WA 98036 Survey Revision Date: COMICAST Survey Revision Task ID: Footages Entered On Route Overview Sheet W _ O Engineered For: Project Manager: - `S P2 ID: 580866 Additional Pages Needed No Legend New Ped ❑ Pole New Vault FYI Lock Box ■ Existing U/G Footage 150' Existing Aerial Text Box Text New U/G Callout Arrow New Aerial New Tap 0 Interior Path Phase Identifier ❑i Footage Break ■ Power Supply Fiber Splice Point H Hard Surface Cut Private Exterior Provide Clear Detail about the Project Construction Notes: 3. 146' ROW TO PRIVATE EXT AERIAL 12C FOC OVERLASH 4. 25' RISER PRIVATE EXT 12C FOC (EXISTING 2" CONDUIT - PROOF AND PULL) - 41' ROW UG 12C FOC CONDUIT PULL (EXISTING 2" CONDUIT - PROOF AND PULL) (EXISTING EXTERIOR POE AT BREAKOUT) 5. 60' PRIVATE INT 12C FOC INTO BASEMENT CEILING RECEIVED FEB 23 2021 :• ` Z 5 POE INTO BASEMENT FROM BREAKOUT BOX .� ON EXTERIOR III DEVELOPMENT SERVICES DEPARTMENT Private Interior Completed By: W. PASCHAL N, Completion Date: 2/12/2021 Address 21705 HIGHWAY99, LYNNWOOD, WA98036 Survey Revision Date: '•, COMICAST Survey Revision Task ID: Footages Entered On Route Overview Sheet " Engineered For: Project Manager: - s P2 ID: 580866 Additional Pages Needed No Legend New Ped ❑ Pole New Vault ❑V Lock Box Existing U/G Footage Existing Aerial Text Box New U/G Callout Arrow New Aerial New Tap Interior Path Phase Identifier Footage Break Power Supply Fiber Splice Point H co Hard Surface Cut Private Interior Provide Clear Detail about the Project Construction Notes: 5. 60' PRIVATE INT 12C FOC INTO BASEMENT CEILING TO IDF (DROP PANEL CEILINGS TO ROUTE FIBER) - & PRIVATE INT 12C FOC IN IDF - INSTALL EQUIPMENT ON WALL PER POC REQUEST 150' Text 0 ❑1 POC FROM EXTERIOR BREAKOUT BOX INTO BASEMFNT O Ui. RECEIVED FEB 23 2021 61 60' DEVELOPMENT SERVICES DEPARTMENT Private Interior Completed By: W. PASCHAL Y dill _ O E r` 's Completion Date: 2/12/2021 Address 21705 HIGHWAY99, LYNNWOOD, WA98036 COMCAST Survey Revision Date: Survey Revision Task ID: Footages Entered On Route Overview Sheet Engineered For: Project Manager: - P2 ID: 580866 Additional Pages Needed No 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 60' 5 Interior Path Phase Identifier 0 Footage Break Power Supply DROP Fiber Splice Point Hard Surface Cut • PANEL CEILING Private Interior Provide Clear Detail about the Project Construction Notes: 5. 60' PRIVATE INT 12C FOC INTO BASEMENT CEILING TO IDF (DROP PANEL CEILINGS TO ROUTE FIBER) - 8' PRIVATE INT 12C FOC IN IDF - INSTALL EQUIPMENT ON WALL PER POC REQUEST RECEIVED I INSTALL EQUIPMENT FEB 23 2021 ON WALL PER POC IDF OTHER SIDE OF WALL BASEMENT IDF BASFMFNT U I Y ur tulvluNub DEVELOPMENT SERVICES DEPARTMENT