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ENG2020-0188RIGHT OF WAY EUC PERMIT PERMITNUMBER, City of Edmonds Edmonds9:01 1 1 .. www.cityofedmonds.gov Description: COMCAST-OVERLASH AND SPLICE ISSUED: 08/27/2020 Address: 23525 84TH AVE W EDMONDS WA 98026-8611 EXPIRES: 03/01/2021 rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00576700002509 iii 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 WA98011 (360)668-1300 OWNER EDMONDS LUTHERAN CHURCH 23525 84TH AVE W, EDMONDS WA98026-8611 FEE INFORMATION 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. 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 8/27/2020 :»•>/F9:1H ]1 DATE Printed: Thursday, August 27, 2020 11:45:46 AM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • 31 www.cityofedmig;� 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. Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or DAMAGE TO FRONTAGE frontage improvements in city right of way per city standards that is caused by or occurs during the IMPROVEMENTS permitted 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 REQUIRED Maintain erosion & sediment control per city standards. 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 HOLD HARMLESS any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of 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. 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 to 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. UNDERGROUND UTILITY Call for locates of underground utilities prior to any excavation. LOCATES • L INSPECTION TYPE DATE RESULT NOTES lip COMPLETE E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" Printed: Thursday, August 27, 2020 11:45:46 AM 2 of 2 0 \:L L?,11(7. "VC. I S'� J RECEIVED 5/20/20 ROW PERMIT NO.: ENG2020-0188 ISSUE DATE: 8/27/20 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: CONTRACTOR: COMCAST - CABLE COM Mailing Address: COMCAST-1525 75TH ST SW EVERETT, WA 98203 CABLE COM 20021 120TH AVE NE BOTHELL. WA 98001 State License #: CABLEL*971DP City Business License #: NR - 021818 CONTACT: COMCAST- JOURDEN LAWRENCE CABLE COM - SUNSHINE CRABBS Phone #• JOURDEN LAWRENCE-425.921.8201 SUNSHINE CRABBS - 360.312.32559 Fax #: Email #• COMCAST -JOURDEN_LAWRENCE@COMCAST.COM CABLE COM - SNOHOMISH.PERM ITTING@CABLECOMLLC. NET Liability Insurance Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 23525 84TH AVE W ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family Sf 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) : STARTING FROM POLE#1, WE ARE GOING TO OVERLASH APPROX. 734'TO POLE#5, THEN WE ARE GOING TO CONTINUE OVERLASHING APPROX. 2640' TO POLE #24, THEN CONTINUE OVERLASHING APPROX. 1989' TO POLE #35. SPLICE PER LOCATION. JB0000272206 WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ® Year: PAVEMENT CUT: ❑ Yes ® No If yes, indicate size of cut: x CONCRETE CUT: ❑ Yes ® 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 Contractor or Agent DATE 5/19/2020 NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 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. Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. 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 1 30 35 1 40 45 50 10 105 150 205 27a 450 500 11 115 1 165 225 296 495 550 12 125 1 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS SPEED (MPH) 125 1 30 1 35 140 1 45 1 50 155 1 60 1 65 70 PHASE OF WORK: AERIAL LENGTH (FEET) 115512001250 1305 1360142514951570 1645 730 WORK HOURS M-F 9 AM TO 3 PM ONLY. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE W20-1 CC WORK K8T W20-5 SPEED ENTER LAN LIMIT CLOSED AHEAD 45 - 23632 — X. D RIGHT TWO LANES 1 CLOSEAD ED W4 2 AH W20-501 r i PACIFIC HWY — — — r— — — 8101 L 0 \ ALLOW DRIVEWAY R\ \ ACCESS BETWEEN CONES 23725 LIGHTED ARROW BOARD REQUIRED BE PREPARED TO STOP W3-4 23623 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. X 500' NOTIFY WSDOT AUTHORITIES 48-72 HOURS IN ADVANCE OF WORK ON HIGHWAY 99. CONTACT BONIE NAU AT (206) 440-4471. 380' x 500, 23510 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 ® TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD • UTILITY POLE BUS STOP UNIFORMED POLICE n OFFICER TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: SHAWN RAWDON CABLECOM SHAWN.RAWDON@CABLECOMLLC.NET JOB NUMBER: 272206 JOB NAME: STRAP FOR 1121 N 205TH ST ADDRESS: 23525 84TH AVE W DESCRIPTION: OVERLASH ACROSS PACIFIC HWY ALONG THE WEST SIDE OF 234TH ST SW NOTIFY COMMUNITY ROAD WORK TRANSIT AT LEAST ONE W20-1 HEAD WEEK PRIOR TO START OF WORK. BE W34 PREPARED MST UPO TO STOP ALL TRAFFIC W20-7 PRIOR TO RAISING CABLE L/2 250' 6 ATCH TO PAGE 2 12' 23515 L 500' CALL CITY INSPECTOR AT (206) 305-0618 WHEN CROSSING HIGHWAY 99 IS SCHEDULED. CITY W20-7 INSPECTOR AND TRAFFIC ENGINEER SHALL BE ON SITE DURING OVERLASH ROAD OF HIGHWAY 99. L WORK W20-1 ENGINEERING DIVISION APPROVED AS NOTED NGriggs 08/26/2020 PERMIT APPROVAL FOR OVERLASHING ONLY X W20-7 ("r� BE W34 PREPARED TO STOP ROAD WORK AHEA// W20-1 CITY OF EDMONDS UPO REQUIRED. TO REQUEST AN OFFICE, CONTACT JASON SHIER AT (206) 353-2987 AT LEAST 10 DAYS PRIOR TO START OF WORK (SEE ATTACHED OFF DUTY SCHEDULING INFORMATION). Page 1 of 2 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. Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. 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 1 30 35 1 40 45 50 10 105 150 205 270 450 500 11 115 1 165 225 295 495 550 12 125 1 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS SPEED (MPH) 125 1 30 1 35 140 1 45 1 50 155 1 60 1 65 70 PHASE OF WORK: AERIAL LENGTH (FEET) 115512001250 1305 1360142514951570 1645 730 LIGHTED ARROW BOARD REQUIRED 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 ® TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD • UTILITY POLE W BUS STOP LIGHTED ARROW BOARD REQUIRED \ 230TH TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: SHAWN RAWDON CABLECOM SHAWN.RAWDON@CABLECOMLLC.NET JOB NUMBER: 272206 JOB NAME: STRAP FOR 1121 N 205TH ST ADDRESS: 23525 84TH AVE W DESCRIPTION: OVERLASH ACROSS PACIFIC HWY ALONG THE WEST SIDE OF 234TH ST SW Page 2 of 2 Legend New Strand/Coax New Buildingintedor a�z�z� Overlash to ezisting strand Existing Building interior New ROW U/G • Pole Existing ROW U/G ■ New Vault New Private U/G ■ Existing Vault Existing Private U/G ❑ Lock Box New Building exterior Existing Building exterior Route Overview STARTING FROM POLE #1, WE ARE GOING TO OVERLASH APPROX. 734' TO POLE #5, THEN WE ARE GOING TO CONTINUE OVERLASHING APPROX. 2640' TO POLE #24, THEN CONTINUE OVERLASHING APPROX. 1989' TO POLE #35. SPLICE PER LOCATION BUFFER DATA LONGITUDINAL BUFFER SPACE 8 SPEED IN-K 2S I )D I 1i 1 A) 1 45 1 SO SS 60 K 70 L&.OTH (PE£TI 155 200 1 250 1 M 1 *0 1 -21, 1 MS 1 570 1 019 1 - BWFER VENCLE ROLL AHEAD DISTANCE = R IRANIY'ORTAKE ATTEWATOR TO PUT , VIVWUW NW "11CLE 1AEIGHT ISJ! LBIE THE 11AAMM TO „LIGHT 0PO" AS IN AC 011"I" " WM me 100 FWGT Mo. MANUFACTURERS RECOMMENDATION. PROTSCTIK I.TNCLS AA 6PCCP'RD WAY II WOHK VE�1A^,AE STRATEGICALLY LOCAMO 10 6RIEL0 010rMCE IH! VIOIIR ANLA APOUK1tt A . s U' ONE LANE ROAD ANEAD AB• w. Wta+ u. ROAD E WORK VRI MREO AHEAD \ ro STOI �Ba A vzo.T wts-» V120.M IOP'i101NL IF 40 WIN OR LESS) LEGEND FLAGGING STATER III) T&WPC•11AYY NON LOCATION D CK*Wk*LUhA OEVICts ® ►Ro?emw ve"OL! SIGN SPACING = X 41► RURAL HIOH'AAYO 0014$ WIN NJO. RURAL ROADS 10 1 U UP" 500. RURAL ROADS A tA10PW ARTENILLA )S Ib WP.1 Iw, RU At ROADS ORGAN ARTERYUs 2S 130 We" )vas o) RESDCATI/L t BUEB1E66 DISTRICTS UROAN Ormt Ts 25 W. ON .t�B •OOa .�) (I)ALL 6PAONO MAY BE AD USTEO TO ACCOMMODATE MtlRSLCIICKS AND 014IUMAY6. (2) THE WACTWG WAY B. WDJCEU N OWN ARL-AS TO HI ROALMAY CONLIITIONS, SIT, TO +Pr ' 0 focvlo! I I 00 W7 I rA—:! VV26-M (OPT1OMAL IF 00 AT-" OR MO) 00' BE ROAD rRFPARSD TD LIOD WORK AHEAD B E LANE W210•11 ROAD READ W�TA WZ6A o WHERE TWO 11' TRAVEL LANES CAN BE MAINTAINED, UTILIZE SHOULDER CLOSURE TCP (ATTACHED). 5' 84TH AVE W F-234TH ST SW 76TH AVE W ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NOT SC0._E 'I." r. _ " CNAMFUZATION OEVICE SPAC NG FEET A1R1 1A•ut •Ar.t:Lnr ass to ro m a SSNS 1 10 To 20 1 OD 2S110 1 16 TO 20 1 40 "C"sI t. ALL SONS ARE BLACK GI ORANGE. 2. DETEADHO TK CNANKEUDNO DEVOE TAPER ACROSS BHOWOFR IS AMOUNFNDEO ! NCANr WORrt REOURE6 AOOITIOIWL ROADWAY LIGHTING AT FLAOCIVO SrAT1ONi 0EP T1E STANDARD YFCIRNS CAl10F C I' ADOrIDWiI OETAKS. /. srr TTCIAI PORMsima PDR v.ow r•DMI mrsTRCTiow. Walkout Workbench ID JB0000272206 Project Name Strap for 1121 N 205th st Address 23525 84th Ave W Edmonds N Prepared By: SHAWN RAWDON Rev. Date Footages Sheet Number: C3 Date: 5/19/2020 3685 Private Aerial ENGINEERED FOR: Project Manager: ROW Underground I JPrivate Underground sti COMCAST TCP s CableCom SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200't (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1001t (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 - - - - - - 10' 40 60 90 90 USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 35/40 30 60 25/30 20 40 b 4 ® ® �¢ WORK AREA X X L/3 B R 50, 48' 41" ROAD WORK <WZOR ULDERAHEAD 48' W20-1 W21-5 NOTES LEGEND 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT). K TEMPORARY SIGN LOCATION SHOULDER CLOSURE -LOW SPEED 2. ALL SIGNS ARE BLACK ON ORANGE. O CHANNELIZING DEVICES (40 MPH OR LESS) PROTECTIVE VEHICLE NOT TO SCALE FILE NAME S:\Desi n R P& SW-Standardsl2-Plan Sheet Libra 101-Published PSL\ TC Work Zone Traffic Control\ TC-5 Shoulder Closure - Low Speed 40 MP or Less)\TC-5.dgn Plot 1 TIME 2,59,41 PM —Tr FED.AID PROJ.NO. AmokRux Rv DATE 1/212018 Y�/� PLOTTED BY Ilddslf WAS �I/ TCS� DESIGNED BY Joe xo..ER ENTERED BY Washington State .... CHECKED BY coxTRnm x iounox "". Department of Transportation oR PROJ. ENGR. re " E TRAFFIC CONTROL PLAN REGIONAL ADM. REVISION DATE BY 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@gmaiI.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, dates) 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. 1 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 Legend -- (228th St SW _ - +~`� a... • - —_ _' , I i New Strand/Coax _ New Building lnSedor - _' �. - � �— NewROW EMstinH BuildinHinterior • Pole• ' Z 229t •5: s'r I �-- • _L_ _ - -; xxxExisting ROW U/G New Prluate U/G Existing Private U/G Nawvaam ■ ExistinHVault- ❑ Lock Box I _ - fI � ' _- a 219:h V. S'r\' • a \ •._\ I � A - � - - l 4�, - f ! `-` New Building exterior EMstinH Building � —' • '---- -�_ f ' ' g �� •�• `z I 9 exerior St �` �v- �� y ti i zt__ _ � � _ T - r U CC Q Route OverviewIll STARTING FROM POLE #1, WE ARE GOING TO OVERLASH APPROX. 734' TO POLE #5, THEN WE Fi — s st'sw ARE GOING TO CONTINUE OVERLASHING APPROX. 2640' TO POLE #24, THEN CONTINUE _ !I J� 23ith Se=sw OVERLASHING APPROX. SPLICE PER LOCATION 1989' TO POLE #35. 6 -I «"- �' — 4• > •=23�in PTTQT-::j 1 C.-ZC Edmonds .• _, - _ 238th St SW 2Ath_ st3 Z r I 1 o l- � a Walkout Workbench ID JB0000272206 Project Name Strap for 1121 N 205th st Address 23525 84th Ave W Edmonds N Prepared By: SHAWN RAWDON Rev. Date Footages Sheet Number: C3 Date: 5/19/2020 3685 L--J Private Aerial 1 ENGINEERED FOR: Project Manager: ROW Underground JPrivate Underground - - sti CableCom COMCAST ASBUILD s --233rd PT -SW ®� MOW ® ®� mq I RO POL � l - 1� 7' 1 ) F . r� ��♦ j .-JOL 200' FIBER STORAGE PCI® 11 ® ' • JPO�ER -Madrona-L-n , P011 y JB0000272206 AURORA VILLAGE STRAP R - POLE' POLIM r - _SP_.WALY.O ® L,7m POLE _ • �� ." I'_ .. •Q � • �s r, s co �. --co POLE co toQD "".~ c ,ems . .::7 `�j 1 • a �. 00 D POLE n C - - 238th-St-SW- - !�Di- r, F t'.1cPleer ;a'i • ws , t 0) 200' FIBER STORAGE LE OW ■ T I S 1 -)OLE SPLICE CASE SP.WALY.0200 i Legend - - New Building interior r. r. a. Ovedash to existing strand - ExistingBuildinginfedor New ROW U/G • Pale - _- EZIstInH ROW U/G New Vault _____ -- 6�\ _ New Private U/G Existing Vaulty 12 r. xr• r. Ezisting Pdvate U/G ❑ Lockeox ---- \ _ — xr. New Building exterior Existing BUlldingexterlor # Y _ a�. Private Exterior ago, L STARTING FROM POLE #1, WE ARE GOING TO OVERLASH APPROX. 734' TO POLE #5, THEN WE ARE GOING TO CONTINUE OVERLASHING ro — APPROX. 2640' TO POLE #24, THEN CONTINUE OVERLASHING APPROX. 1989' TO POLE #35. - - SPLICE PER LOCATION ' 1 � r - V � 't r Walkout Workbench ID JB0000272206 Project Name Strap for 1121 N 205th st Address 23525 84th Ave W EDMONDS Prepared By: SHAWN RAWDON Rev. Date Sheet Number: Date: 43970 Private Exterior ENGINEERED FOR: Project Manager: 0 - 3 ahiePom COMCAST s ' i• . +Rf!' '�` • �� ..� �^ � IIYgi. '' �I�1!? sty,, - in!!JR` - I ■ i L it%� �.,`� ;yam �sy�p M �.�'.. . i ''l.. 4 vate Exterior STARTING FROM POLE #1, WE ARE GOING TO OVERLASH APPROX. 734'TO POLE #5, THEN WE ARE GOING TO CONTINUE OVERLASHING 6' ' THEN CONTINUEAPPROX.- OVERLASHING r r , POLE SPLICE PER LOCATION may.. j• / -� .}�'k:. � � .YL. I �, e-i Workbench ID Project Name Strap for 1121 N 205th st 23S2S 84th Ave W a . • . •SHAWN RAWDON Sheet Number: PrivateENGINEERED FOR: ., CahleCo COMCAST Legend t New Strand/Coax ` _ \� New Buildinginterior r. r. «. Ovedash to exlsting strand Existing Building inferior 1 �\ T - • Pale EZIstInH ROW U/G 12 Existing Vault _ �� _ _ , r_ r. r. Ezisting Private U/G - - � New Building exterior _ ExlstlnB BUIIdingexterlor ' _ L � I;,y a - --_ �-- �_ 5. Private Exterior STARTING FROM POLE #1, WE ARE GOING TO � OVERLASH APPROX. 734' TO POLE #5 THEN WE ARE GOING TO CONTINUE OVERLASHING - - APPROX. 2640' TO POLE #24, THEN CONTINUE - OVERLASHING APPROX. 1989' TO POLE #35. — �=• .- SPLICE PER LOCATION =_ - yT• �'��1 ` K f r 10 •# Walkout Workbench ID JB0000272206 Project Name Strap for 1121 N 205th st Address 23525 84th Ave W EDMONDS Prepared By: SHAWN RAWDON Rev. Date Sheet Number: Date: 43970 `[ill F_ O Private Exterior ENGINEERED FOR: Project Manager: 0 - 5 abiePon COMCAST s From: Lawrence, Jourden To: Edmonds Engineering Permits Subject: RE: FW: [EXTERNAL] Re: FW: ENG2020-0188 Date: Wednesday, August 12, 2020 12:54:06 PM Attachments: image001.png Hi Natalie — After further review, and speaking to our TCS, we have the request to close four of the five lanes on that portion for the safety of the Office. This set up should last an hour at the most. If we need further modify this TCP, please let me know. Thanks, 1,, COMCAST Jourden Lawrence I Permit Coordinator E 1525 751h St. SW Suite#200 Everett, WA 98203 2 Office: 425-921-8201 Ce11:425-967-1158 `'� iourden lawrencekcomcast.com From: Edmonds Engineering Permits<EngineeringPermits(@edmondswa.gov> Sent: Wednesday, August 12, 2020 8:43 AM To: Lawrence, Jourden <Jourden_Lawrence (@comcast.com> Subject: RE: [EXTERNAL] Re: FW: ENG2020-0188 Hi Jourden, I realize I did not note what specifically the City would not approve regarding the previously submitted TCP. The TCP shows closing two lanes in both directions on Highway 99, leaving only a single lane in each direction — this will not be approved. What you have attached for the revision shows the UPO, but still shows the double lane closure on both sides of Highway 99. Please revise the TCP and resubmit. If there is a reason that the proposed work cannot be achieved with no or one lane closure, please let me know and we can have another conversation with the City's Transportation Engineer. Thanks, Natalie City of Edmonds, Engineering Division Permitting From: Lawrence, Jourden To: Edmonds Engineering Permits Subject: FW: [EXTERNAL] Re: FW: ROW Permit APP Eng2020-0188 Comcast 3B0000282206 Date: Wednesday, July 1, 2020 3:19:35 PM Attachments: image001.png 3B0000272206 REVISED TCP.pdf Hi There — Please see attached for our revised TCP. As far as the clarification requested, yes, all work is aerial, overlashing on existing lines. Let me know if you have any other questions. Thanks, Al COMCAST Jourden Lawrence I Permit Coordinator ® 1525 75th St. SW Suite4200 Everett, WA 98203 2 Office: 425-921-8201 Ce11:425-967-1158 iourden lawrence(a»comcast.com From: Griggs, Natalie <Natalie.Griggs(@edmondswa.gov> Sent: Tuesday, June 16, 2020 3:40 PM To: Lawrence, Jourden <Jourden Lawrence(@comcast.com> Subject: [EXTERNAL] ROW Permit APP Eng2020-0188 Comcast JB0000282206 Hi Jourden, I am a bit confused by what is shown on the plans. On Sheet 4, there is a line shown to overlash on the existing aerial, then there is a second line shown for a new strand/coax. The street view photos are showing this line at ground level, but I assume this is still aerial. Can you please clarify? In case this is something else, I will need to verify that what is being proposed abides by the franchise agreement that is in place. Also, can you please provide a TCP for the overlashing across Highway 99? If you need to close a center lane to get the line across, or however it is proposed to accomplish this, please submit another TCP for that portion of the work. Thanks!