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ENG2021-0349 ROW PERMITOF WAY EUC PERMIT PERMITNUMBER, City of Edmonds EdmondsRIGHT 98020 1 1 . www.cityofedmonds.gov Description: PUD-REPLACE 7 BAD ORDER POLES ISSUED: 10/12/2021 Address: 18602 SOUND VIEW PL EDMONDS WA 98020-2356 EXPIRES: 04/12/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00434600200900 i NAME TYPE NAME ADDRESS PHONE APPLICANT SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA 98206 (425)670-3216 CONTRACTOR SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA 98206 (425)670-3216 OWNER STASIO KELLY/NATIONS RONALD 22821 106TH PL W, EDMONDS WA 98020 CLIFFORD INFORMFEE DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $110.00 $0.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $0.00 ,jo• • 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 9- 10/12/2021 RELEASED BY DATE Printed: Tuesday, October 12, 2021 9:42:54 AM 1 of 2 -KRWOF WAY EUC PERMIT PERMIT NUMBER 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. 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. 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 MEN RESULT A-1 JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL Printed: Tuesday, October 12, 2021 9:42:54 AM 2 of 2 ENG2021-0349 �ofE°M0tio� RECEIVED RIGHT OF WAY CONSTRUCTION AUG 19 2021 PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal CITY OF EDMONDS /'Vc. i aa° 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 Info Project Name Replace Depreciated poles in City of Edmonds Site Address or if no site address use Property Address at NW corner of project area: Various Locations Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of Company Snohomish County PUD # 1 Franchise Ordinance No: Point of Contact Andrea Nelson Title Lead Designer Address P.O. Box 1107 city Everett State WA Zip 982o6 Phone 425-512-3526 Email ajnelson@snopud.com Contractor and Authorized Agent of Owner Name of Company (see note below) Contractor Contacts During Construction Primary Name Agent Name Title Title Mobile Address Email City State Zip Secondary Name Phone Title Email Mobile City of Edmonds Business License No: Email State License No: 313-005-741 a Contractor verifies it is currently bonded E.J 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 welt ❑ Traffic Control Only (no associated development) iNUtility 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.) Replace (7) Depreciated poles in City of Edmonds. wo# 100002053, sheet 2 Tree Trimming needed in various spots Communications on poles are Comcast and Ziply RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF I x LF SF Alley 72 hours + LF Ix I LF SF Parking 72 hours + LF Ix I 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 iN power ❑ gas ❑ water ❑ sewer ❑ storm Details of Work to be Completed 1. Does the utility owner have existing overhead infrastructure in the area of work? Yes x No 2. Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)? X If yes, describe: install peds where needed 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? X 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? X 5. Does the work involve proposed additions to an aboveground utility stem? If es: x 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 X project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? I I How many are to be added? NONE City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: X How many poles are existing in the project area? 7 What is the height of the existing poles? 45 How many poles are to be removed? 7 Are additional poles to be laced? X How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: X How many? 1 7 1 What is the height of the poles after? same Describe the modification rebuild: replace existing 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: Andrea Nelson DATE: 8/18/2021 APPLICANT PRINTED NAME: Andrea Nelson APPLICANT TITLE: Lead Designer NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM CONSTRUCTION NOTES: OCOMP# 38 SET 35 CL2 POLE, 4'SE AS STAKED (PW2040) INSTL (D 8" SNGL HLX AHR W, L=10'(AO101) WSTL (U 3/8 DG TO AHR (GO113) INSTL SEC INSUL SPOOL (I0102) XFR EX OH SEC STRIP, TOP, AND ABANDON (40', 1969) OLD POLE TO COMMUNICATIONS OCOMP# 27 SET 50'CL2 POLE, 3'N AS STAKED W/ GND (PW1050, N0110) FRAME ASSY (12F304) 3 PHASE DBL ARM INSTL (U 12" SNGL HLX AHR W,L=10'(A0102) WSTL (ll 3/8' DG PRI POS (G0113) INSTL LBCO & FUSE @ 40AMPS INSTL 2" PRI RISER ASSY (12U111) 1 PHASE UG TERM PLUMB 2" RISER INTO EX 2' CONDUIT SEE TASK 06 FOR BO CABLE NOTES UG* 1776 XFR (1) OH SEC SRVC STRIP, TOP, AND ABANDON (45, 1962) OLD POLE TO COMMUNICATIONS OK COMP# 47 SET 35'CL2 POLE, 2' NW AS STAKED (PW2040) INSTL 3' SEC RISER ASSY (1U705) INSTL SM PED (V0101) AT BASE OF POLE W/ (3) 4-POS TERM BARS (T1521) RUN 35'350KCM POLE TO PED (C1204) CNCT OH TO UG RE-CNCT UG SEC SRVCS STRIP, TOP, AND ABANDON (30', 1961) OLD POLE TO COMMUNICATIONS ©COMP# 45 SET 45' CL2 POLE, 2' SE AS STAKED W/ GND (PW2045, N0110) FRAME ASSY (12V110) 1 PHASE VERT DBL DE INSTL (1)12" SNGL HLX AHR E,L=5'(A0102) INSTL (1) 3/8' SIDEWALK DG TO AHR (GO107) HANG 10'ST LT ARM (L0504) XFR ST LT HEAD SL# SL-128601-B STRIP, TOP, AND ABANDON (40', 1961) OLD POLE TO COMMUNICATIONS OCOMP# 51 SET 45' CL2 POLE, 2' W AS STAKED (PW2045) FRAME ASSY (12V101) 1 PHASE VERT TANGENT INSTIL SEC SPOOL INSUL (I0101) RMV 75KVA OH XFMR DIST# 75-2742 SER* HANG 37KVA OH XFMR (BA21P)(12V601) DIST# SER# VOLT -------- /------- INSTL 3" SEC RISER ASSY 1U707 SET LG PED (VO102) AT BASE OF POLE W/ (3) 5-POS TERM BARS (T1522) RUN 35'350KCM POLE TO PED (C1204) RE-CNCT EX UG SEC XFR (1) OH SEC SRVC HANG IO'ST LT ARM (10504) XFR ST LT HEAD SL# SL-115394-A STRIP. TOP. AND ABANDON (45'. 1963) OLD POLES TO COMMUNICAITONS OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 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 JPJJ (VJ&,J,,$,442 10/06/2021 VV RECEIVED AUG 19 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ON COMP*58 SET 45'CL2 POLE, TIGHT N AS STAKED (PW2045) FRAME ASSY (12F209)2 PHASE FLAT DE FRAME ASSY (12V109) 1 PHASE VERT DE POLE 1 O INSTL (ll 12" SNGL HLX AHR N,L=15 (AO102) p 3 INSTL (ll 3/8' DG PRI POS (00113) XFR 25KVA OH XFMR (BA21N)(12F601) �o Of DIST# 25-17851 SER# -------------- 25 INSTL 2" RISER (RINT - ADD 1 UG CABLE TO A-1547 W 2" CONDUIT REPLUMB 2" PRI RISER INTO EX 2" CONDUIT � > —UG -SEE UG# 1050, WO# 387270- 1776 Aso FU65 U INSTL LBCO AND FUSE @ 25AMPS (E0202, E1025) WSTL 3" SEC RISER ASSY 1U707 81 of d ' SPLICE SECONDARIES RE-CNCT UG SECS T �a� XFR (1) OH SEC SRVC STRIP, TOP, AND ABANDON (45', 1967) OLD POLE TO COMMUNICATIONS O u # # F1 2 3 ONvv O POLE UA-9, COMP# 59 CKT SET 45' CL2 POLE, 1' S AS STAKED W/ GND (PW2045, N0110) MPL FRAME ASSY (12V110) 1 PHASE VERT DBL DE 12-345 INSTL (1) 12" SNGL HLX AHR NW, L=10', AS STAKED (AO102) INSTL (1) 3/8' DG IN PRI POS TO EA AHR (GO113) INSTL NEW 6'STLT ARM (10502) XFR SL-109636-A RE -STENCIL POLE UA-9 STRIP, TOP, AND ABANDON (45', 1964) OLD POLE TO COMMUNICATIONS SCHEMATIC BEFORE, NTS FU40 50 UG 1664 CKT MPL 12-345 25 W > Vl Vl N N 0) W Q p Z (V CO 25 U #2 ACSR & #2 ACSR FU4 187TH STSW 7 0 25 FU65 UG 3438 U U Qa CKT NN MPL # # 12-345 77 FU40 UG a 1050 oa 1O N0 j UU a� 3 1 N SCHEMATIC AFTER, NTS ❑3 3: 25 FU65 LJ UG 3438 > Q v"n o U U z o p NN CKT Z # # MPL N > (V 12-345 Q1 > �w FU25 25 ~O 1 ., 3 FU40 50 UG 1050 cJJ #2 ACSR & o (V #2 ACSR FU40 oa N0 Utility patches shall be combined and full width or half #� �` 25 UG 1664 37 �� 15 width overlay will be required depending on the extent o 187TH ST SW # of disturbance. Where utility patches fall entirely within UG oao FU40 776 2M345 25 31 one travel lane, the overlay shall extend to the LJ o- o LUIUD a centerline of roadway. Where utility patches extend into�� > =NN > Q I UU Qa both travel lanes then a full width overlay is required. 1-2-3] M "# IF >_ MPL J 12-345 O � WO 100002053 TASK 0030 SCALE 1" = too' DFTR CHKR ENGR A.NELSON APVD DATE 5/5/21 EDMONDS BO POLES "20) BO POLES 2 OF 3 NOTES" 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGIO) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BCID WITHOUT SPILLING THE COLLECTED MATERIAL. GRATE- 5- TRIM CEOTEXTILE FRAME OVERFLOW BYPASS SEDIMENT AND DEBRIS SECTION ISOMETRIC TYPICAL DRAIN INLET PROTECTION DETAIL NTS 3" TO 6" TRENCH FLOW _STAPLE!, TYP SECTION �-A-�A POINTS "A" MUST BE HIGHER THAN POINT "B" STAPLES SHALL BE PLACED TO ENSURE THAT WATER FLOWS OVER THE WHERE THE UNITS OVERLAP DIKE AND NOT AROUND THE ENDS AND IN THE CENTER OF THE 7' UNIT AS SHOWN ON THE DIAGRAM POINT "A" POINT "A" POINT 'B" STP LES, TP -- IF_ I_ II III � I I — SECTION 8—B rSTEM SS STAKE BALES TO MAINTAIN - POSITION AS REDD. PROVIDE 2 STAKES PER BALE 2 k=1 SHALL ABUTT SO THERE STRAW BALES WRAPPED W/FILTER FABRIC MATERIAL _'K' ENTRENCH AND BACKFILL BOTH SIDES OF STRAW BALES W/OUARRY SPALLS 1'-0" MIN FREEBOARD -J TYPICAL STRAW BALE BARRIER DETAIL NTS LLL v^I IVr. GRAVEL SHOLDER DIRECTION OF SLOPE SLOPE VAIREES1/11TO 11/2 HTEREUTT SEOOGE5 ONO r� �� ROAD SURFACE POLA ECEIVED WIRE lER FABRT MRRIAL SILT DIKE UNIT—Q) 7' SECTIONS AUG 19 2021 TYPICAL MULTIPLE TRIANGULAR SILT BARRIER DETAIL NTS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLAN VIEW WIRE FASRIC— FILTER FABRIC NEWLY GRADE( OR DISTURBED SIDE SLOPE BACKF ILL— AND COMPACT SILT FENCE DETAIL NTS EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES The Slate, and local governmental agencies, require prevention, control and/or treatment of stormwaler in order 10 Prevent impocls l0 water bodies Or adjoining properties. Sediment is considered o potbton, under stole and local tow, and must be prevented from entering woler bodies. The sill fence, triangular silt dike, inlet drain protection and ground cover details included in this guideline Ore intended 10 help ensure that no sediment from O District pro'ecl couses pollution in locolwolers. These were developed from the Sloe of Washington Deportment of Ecology Slormwoler Management Monuol OM various Slate and local governmental agency manuals and standards documents. For further detail or questions, contact the Project Engineer for the qqpp being worked Or the District's Environmental Affairs Deportment al <425) 783-4441, NARRATIVE OF THE 12 ELEMENTS OF TESC BMP Element -1-Mork Cleaitg Li its' Point can be used to mark approximate locolions of bore pits of as Otherwise Shown on Engineer's drowing. Element-2-Estabish Construction Access: N/A. Work is along County road & right of way. Elamenl-3-Conlral Flow Rates: N/A. storm water runoff volume, velocity & peak flow not changed. Eta is I ■4-Inslas 5!d- illill Contralsr Silt lence or straw wallies to be used as necessary or remove loose sots. ElerrISnI ■5-Slobiise Soils: Soistob3:otion by mulching or covering. Ell rrnen1-6-Prolecj Slopes: Protect slopes by mulching or covering. Element -?-Project Oros Inlets: Propose inlet fliers as necessary for nearby storm droins. Eta 0 1-8-Sloblse Chorwlels and Outlets' N/A. Not using conveyance channels. Element-9-Contra Polulants. Allvehicies & equipment wllbe inspected regularly 10 detect leaks Or Spills & to identify maintenance issues to prevent leaks or spas. Eta he I ■10-Contra 0"olvinfli Smol volumes anticipated.011e disposal by a voclor truck. Eta rrisna ■11-Moinloin 811P's: All TESC BMP's shoebe monitored, moinloined, & repaired to assure proper per lormonce. Ell 0 a-124Mfji the Project: Propose l0 minimize the extent & duration OI the exposed area & emphOSiS On erosion & sediment control. u� MAINTENANCE OF SILTATION BARRIERS Siltation barriers shall be inspected immediately offer each rainfall and OI least daily during prolonged rainfall. Close attention ahol be paid to the SECTION Clkes.Necessary re airs orr replacement oaba�QrsnShOldbecaccomplishedh promptly. Sediment deposits mst be removed when the level OI deposition reacnes approximately One hall the height Of the barrier. An r sediment deposits remoinin? in place alter the siltation barrier is no longer required Shall be dressed 0 conform t0 the existing grade, prepared and Seeded. POLE SETTING DETAIL RE IF A fREout akV ION PREVENT )OILS YTPASHI GTAVYD EO STINY ASPHALT �_O:I PTIVEMENT AVERAGE 6.5'HOLE IN DEPTH NATIVE SPOILS USED TO SET POLE STORM DRAIN PROTECTION OPTIONS L Place filter fabric under grate: weight down edges OI fabric beyond grole with clean grovel. 2. On unpaved roods buld fabric fence around Tole. burying fabric about 6 inches below grole On upstream side, in gravel-Illetrench. 3. On paved loods.ploce concrete blocks around grole and surround with Clean grovel, up to 18 inches out from grate. 4. Cover grole with wire mesh, then filter fabric, then 12 inches of clean gravel, r extending 18 inches out from grate. HYDROSEEDING GENERAL NOTES WC 100002053 1. Construction acceptance wllbe subject to o wel established ground Cover that fulfils the requirement of the entity with jurisdiction over the job. TASK 03 2. All disturbed areas outside of the Crushed rock Shoulder Shollbe seeded with O perennial ground cover grass to minimize erosion. Grass seeding wilbe done using on approved hydroseeder or by hand seeding and plOCemenl OI Straw mulCh (2- man depth) as approved by the entity With jurisdiction over the restoration of the shouters. Dislurbed areas which wb not be h droseeded immediolely should hove 2-inches of straw spread On hem to prevent erosion. SCALE NTS DFTR CHKR 3. Preparation of sueloce: All areas to be seeded shoo be cultivoled to the satisfaction of the district's inspector. This is to be accomplished by discing, raking, harrowing or other acceptable means. ENGR A. NELSON APVD 4. Immediately following finish grodinggpermonenl vegelolion shol be applied as required by the appropriate governmental agency as follows: DATE 2/12/21 Snohomish County Mix 20% Annual Re 40X Pererni0I Rye 402 PI Dutch While Clover Mulch Role - 1500 Lbs/ocre Fertilizer Role (10-20-20) - 400 lbs/acre Seed mix role - 80 Ibs/ocre nh EROSION It SEDIMENTATION 5. Speciolplonlings and seed mix may be required for biolllralion swales, drainage ditches, and constructed or restored Welland areas. Contact the appropriate governmenjologency IOr Special requirements, CONTROL FOR RED it ,IsSNG EW 1 LANE CLOSURE ON A TWO—LANE LOW —VOLUME ROAD (ONE FLAGGER OPERATION) W20-1 IxEIO I u W20-4 nwo u[1p W20-7A ■� ` SPEED Lei SPACINGGNBUFFER A. ILC IF T) (FT) 25 200 55 30 200 85 35 350 120 40 350 170 45 S00 220 50 500 280 55 1 500 133S )A 120-4 LANE CLOSURE ON A TWO—LANE ROAD (TWO FLAGGER OPERATION) W20-1 m u.m T u W20-4 �m o .EW m • W20-7A • nao G20-2A �tOPT10NAL) gL Opppp���� ° ���pppp�,, IU I J� W �L� Up cr Vl O O <E-C20-2A .oionc L (OPTIONAL) nu�? �E* � SPACING NG A. B,C tF 13 BUFFER (FT) 25 200 55 30 200 85 35 350 120 40 350 170 45 500 220 50 500 280 55 500 335 D-4 WO 100002053 TASK 03 $ SCALE NTS $ DFTR LEGEND, CHKR O CHANNELIZING DEVICE r FLAGGING STATION ENGR A. NELSON e = PORTABLE SIGN AND SUPPORT APVD ®® WORK VEHICLE WITH FLASHING LIGHT RECEIVED DATE 2112121 ®® VEHICLE T1 ORK OR NUATOR UCK MOUN EO ATT (TMA)H AUG 19 2021 WORK AREA ENGINEERING DIVISION _ APPROVED AS NOTED TRAFFIC a ■ WARNING SIGN CONTROL 11 jdl LV1,',s,042 CITY OF EDMONDS 10/06/2021 E s O P NIGH LEVEL WARNING DEVICE DEVELOPMENT 11 SERVICES DEPARTMENT TCP