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ENG2021-0348 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds . •:� i 1 1 . . -. •. Description: PUD-REPLACE 8 BAD ORDER POLES ISSUED: 10/12/2021 Address: 9317 OLYMPIC VIEW DR EDMONDS WA 98020-2397 EXPIRES: 04/12/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27031300102400 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 DAVIS ELIZABETH A 9317 OLYMPIC VIEW DR, EDMONDS WA 98020 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 STANDARD - EUC PERMIT FEE $330.00 $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 10/12/2021 :»•>/F9:1H ]1 DATE Printed: Tuesday, October 12, 2021 9:41:04 AM 1 of 2 -KRWOF WAY EUC PERMIT PERMIT NUMBER City of • • • Edmonds•:• •ENG2021-0348 31 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 E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" Printed: Tuesday, October 12, 2021 9:41:04 AM 2 of 2 ENG2021-0348 of E°M041.� 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 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 (8) Depreciated poles in various locations. wo# 100002058 sheet i 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: added 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? 1 8 1 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? What is the height of the existing poles? 45 How many poles are to be removed? 8 Are additional poles to be laced? 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 8 1 What is the height of the poles after? same 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: 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: OA COMP# 10 SET 45 CL2 POLE, 2.5' NE AS STAKED (PW2045) FRAME ASSY (12F211) 2 PHASE FLAT DEL DE PER SCHEMATIC PRIN & S WILL NOT PHASE RMV 25KVA OH XFMR DIST# 25-15543 SER# HANG 25KVA ON XFMR (BA21N) & (12F601) DIST# SER# VOLT ---------- /------------- HANG 10'ST LT ARM (LO504) XFR ST LT HEAD SL-130643-A XFR 3" SEC RISER TO NEW POLE W/ 24" STANDOFF BRACKET (R0202) XFR (2) OH SEC SRVCS (10102) STRIP, TOP, AND ABANDON (45', 1965) OLD POLE TO COMMUNICATIONS 0 COMP# 11 SET 45'CL2 POLE- IN PLACE (PW2045) FRAME ASSY (12F203) 2 PHASE 10'TANGENT INST (1) 12 SNGL HLX AHR W, L=7' (AO102) INST (1) 3/8' DG PRI POS TO AHR (GO113) RMV 50KVA OH XFMR DIST# 50-3074 SER# HANG 25KVA OH XFMR (BA21N) & (12F601) DIST# SER# VOLT ---------- /------------- INST 3" SEC RISER (FO106) & SET 1-RC SEC RED OU802) RUN 35'OF 350KCM POLE TO FED (C1204) RE-CNCT EX UG SEC IN RED TIE OFF COMMNUICATIONS TO NEW POLE 0 COMP* 12 SET 45 CL2 POLE, IN PLACE (PW2045) FRAME ASSY (12F203) 2 PHASE 10' TANGENT FRAME ASSY (12V115) 1 PHASE END OF ARM TAP, FU40A (E1040) INST (U 12' SNGL HLX AHR W, L=7' (A0102) INST Cll 3/8' DG PRI POS TO AHR (GO113) RMV 37KVA OH XFMR DIST# 37-8259 SER# HANG 15KVA OH XFMR (BA21L) & (12F601) DIST# SER# VOLT -------- /---_-_-- HANG 10'ST LT ARM (10504) XFR ST LT HEAD SL-130864-A XFR (3) OH SEC SRVCS STRIP. TOP. AND ABANDON (45'. 1962) OLD POLE TO COMMUNICATIONS 0 COMP# 13 SET 45' CL2 POLE, VW AS STAKED (PW2045) FRAME ASSY (12F204) 2 PHASE 10'DBL TANGENT INST (1) 12" SNGL HLX AHR W, L=5' (AO102) INST (2) 3/8' SIDWALK GUY IN PRI& NEUT POS TO AHR (GO107) XFR 37KVA OH XFMR DIST# 37-263192 SER# HANG 10'ST LT ARM (10504) XFR ST LT HEAD SL-130683-A XFR (2) OH SEC SRVCS STRIP, TOP, AND ABANDON (45', 1962) OLD POLE TO COMMUNICATIONS OCOMP# 15 SET 45- CL2 POLE, 1'SW AS STAKED (PW2045) FRAME ASSY (12F203) 2 PHASE 10' TANGENT XFR 75KVA OH XFMR (12F601) DIST# 75-6037 SER# INST 3" SEC RISER ASSY OU705) RUN 35'350KCM POLE TO FED (C1204) XFR EX UG SEC SRVCS XFR ST LT & ARM SL-130639-A XFR (2) OH SEC SRVCS STRIP. TOP, AND ABANDON (45'. 1962) OLD POLE TO COMMUNICATIONS ALL POLES ARE 13' FROM FOG LINE OR DRIVING EDGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OCOMP# 19 SET 45 CL2 POLE, 2'N AS STAKED (PW2045) ENGINEERING DIVISION FRAME ASSY (12F203) 2 PHASE 10' TANGENT RMV 50KVA ON XFMR APPROVED AS NOTED DIST# 50-964 SER# 0 HANG 15KVA OH XFMR (BA21L) & (12F601) Q�� ✓..�.fa../fnp 10/06/2021 DIST# SER# VOLT --------- /--------- Applicant shall repair/replace all INST 3' SEC RISER (FO106) & SMALL PED ASSY OU705) damage to utilities or frontage RUN 35'350KCM POLE TO RED (C1204) RE-CNCT EX UG SEC SRVCS improvements in City right-of-way HANG 10'ST LT ARM (10504) XFR ST LT HEAD # SL-130869-A per city standards that is caused or XFR OH SEC SRVC STRIP,)TOP, AND ABANDON (45', 1962) OLD POLE TO COMMUNICAITONS occurs during the permitted project. ©COMP# SET 35' CL2 POLE, 1' N AS STAKED (PW2040) INST 55' OF 1/0 AAC TPX FROM POLE O TO (D INST 3" SEC RISER (FO106) & SMALL RED ASSY OU705) RUN 35'350KCM POLE TO RED (C1204) SPLICE ON SEC 1/0 AAC TPX TO UG 350KCM STRIP. TOP. AND ABANDON (40'. 1958) OLD POLE TO COMMUNICATIONS OCOMP# 21 SET 45' CL2 POLE, 1'N AS STAKED (PW2045) FRAME ASSY (12F201) 2 PHASE 10' FLAT TANGENT INSTL POLE KEY FOR EAST LOADING (PF0100) RMV 37KVA OH XFMR DIST# 37-10393 Utility patches shall be combined and full width or half SER# width overlay will be required depending on the extent HANG 15KVA ON XFMR (BA21L) & (12F601) of disturbance. Where utility patches fall entirely within DIST# one travel lane, the overlay shall extend to the SER# centerline of roadway. Where utility patches extend into VOLT ---------- /---------- both travel lanes then a full width overlay is required. XFR EX 3" SEC RISER (FO106) REBUILD AS NEEDED OU705) XFR (1) OH SEC SRVC STRIP, TOP, AND ABANDON (45', 1965) OLD POLE TO COMMUNICATIONS SCHEMATIC BEFORE,NTS 1787 \ FU65 S01'l p & 2� CKT r/ PRV 12-93 25 37 50 WILL NOT PHASE FU40 15 ,�O �0 37 J � G6 co' 75 / O 5 441 V 50 Q a O 37 CKT MPL 12-345 7 3 SCHEMATIC AFTER, NTS CRT MPL 12-345 15 ,� FU65 Q~ 15 5 15 15 SOO & x�6 GV SOV10 O6 GV CKT / PRV 12-93 25 25 WILL NOT PHASE FU40 415 RECEIVED AUG 19 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WO 100002053 TASK 0030 SCALE 1" = 100' DFTR CHKR ENGR A.NELSON APVD DATE 5/5/21 EDMONDS BO POLES "20) BO POLES OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 1 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— rSTEM SS STAKE BALES TO MAINTAIN - POSITION AS REOD. 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 HHAIEREUTT SEOOGE5 ONO r� �� ROAD SURFACE POLA ��ECEIVED��F'IEs���Rw� M��R� SILT DIKE UNIT—Q) 7' SECTIONS TYPICAL MULTIPLE AUG 19 2021 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 stale and local tow, and must be prevented from entering woler bodies. The sill lance, triangular silt dike, inlet drain protection and ground cover details included in this guideline are intended 10 help ensure Thal no sediment from a District pro'ecl couses pollution in locolwolers. These were developed from the Sloe of Washington Deportment of Ecology Slormwoler Management Monuol and 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 Department 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 drawing. Element-2-Estabish Construction Access: N/A. Work is along County road & right of way. Element-3-Conlral Flow Rates: N/A. storm water runoff volume, velocity & peak flow not changed. Eta is ■4-Inslas Sed+neM Contralsr Silt lance or straw wallies to be used as necessary or remove loose sots. Element ■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 Cnor-lets 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"alerinfli Smol volumes anticipated.011e disposal by o voclor truck. Eta rrisna ■11-Mointoin 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 at least doily during prolonged rainfall. Close attention ahol be paid to the SECTION Clkes.Necessary re airs orr replacement oaba�QrsnShOldbecaccomplishedh pramplly, Sediment deposits mst be removed when the level at deposition reacnes approximately One hall the height Of the barrier. An r sediment deposits remoinin? in place after 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 of 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 flier 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 a 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 OI 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 PerernioI Rye 402 PI Dutch While Clover Mulch Role - 1500 Lbs/ocre Fertilizer Role (10-20-20) - 400 lbs/acre Seed mix role - 80 lbs/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 governmentalogency IOr Special requirements, CONTROL FOR RED it ,IsSNG EW 1 LANE CLOSURE ON A TWO—LANE LOW —VOLUME ROAD (ONE FLAGGER OPERATION) W20-1 'X IxEIO I u W20-4 nwo u[1p W20-7A ■� ` SPEED Lt�i SPACINGGNBUFFER A. ILC IF T) (FT) 25 200 55 30 200 85 35 350 120 40 350 170 45 500 220 50 500 280 55 500 1 335 )A 120-4 LANE CLOSURE ON (TWO FLAGGEI W20-1 m uEm u W20-4 �m o .EW m W20-7A ■� _'sr A TWO—LANE ROAD t OPERATION) k now ua G20-2A tOPT10NAL1 O 83L ,�gQoj1 IU W Upl cr O Opppp���� �,, t/1 O O <� C20-2A �oiaR L - (OPTIONAL) SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT-COM nu�? �E* � SPACING NG A. B.0 IF 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 2/12/21 ®E VEHICLE T1 OR TT NUATOR UCK MOUN EO AORK (TMA)H AUG 19 2021 WORK AREA ENGINEERING DIVISION _ a APPROVED AS NOTED TRAFFIC a ■ WARNING SIGN CONTROL '' CITY OF EDMONDS PLANS II'' W -411* 4,g 10/06/2021 ✓ DEVELOPMENT 5 HIGH LEVEL WARNING DEVICE SERVICES DEPARTMENT TCP