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ENG2020-0330 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds -0330 www.cityofedmonds.gov Description: ZIPLY-TRANSFER ATTCHMNTS & REMOVE BO POLES, VARIOUS LOCATION ISSUED: 10/21/2021 Address: 600 6TH AVE N EDMONDS WA 98020-3076 EXPIRES: 04/21/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00434210203900 i NAME TYPE NAME ADDRESS PHONE APPLICANT ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230 CONTRACTOR PACIFIC CABLE CONSTRUCTION PO BOX 573, WOODINVILLE WA 98072 (425)348-7735 OWNER ALSTON DARCI 18223 SNOHOMISH AVE, SNOHOMISH WA 98296 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $220.00 $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 10/21 /2021 :»•>/F9:1H ]1 DATE Printed: Thursday, October 21, 2021 1:20:20 PM 1 of 2 -KRWOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds www.cityofedmonds.gov• • CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am 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 TYPE DATE RESULT COMPLETE X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL A-1 JOB START E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS Printed: Thursday, October 21, 2021 1:20:20 PM 2 of 2 ENG2020-0330 — 600 6th Ave. N — Poles A thru I - RECEIVED 8/27/20 of EDMD�O� ANC. 1 goO ROW PERMIT NO.: ENG 2020-0330, 9441�Tl�JJt ISSUE DATE: 10/21 /2021 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: 5256345-175 CONTRACTOR: PACIFIC CABLE CONSTRUCTION Mailing Address: po BOX 573 WOODINVILLE WA 98072 State License #: 3636CON1096 City Business License #: PACIFCC954PJ CONTACT: MIKE HAKAHAN Phone #: 425-949-0230 Fax #: N/A Email #: mike.hakahangAply.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 5256345-175 PUD MAIN ST BO POLE 1107E15 ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ 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# PUD JPN 1107E15 MAIN STREET BO POLE PROJECT DESCRIPTION OF PROPOSED WORK (Be Specific) : LOC L: IN SOUTH ROW OF OF MAIN ST & DURBIN, TRNASFER 1 ATTACHMENT. WSDOT & COMCAST STILL ON OLD POLE, LAST OFF TO REMOVE POLE. LOC V: IN SOUTH ROW OF MAIN ST W/O 9TH AVE N(842 MAIN ST), TRANSFER 1 ATTACHMENT AND RESTORE SIDEWALK. WSDOT & COMCAST STILL ON OLD POLE. LAST OFF TO REMOVE POLE. LOC Z: IN SOUTH ROW OF MAIN ST E/O 9TH AVE N(950 MAIN ST TRANSFER ATTACHMENT AND RESTORE SIDEWALK. WSDOT & COMCAST STILL ON POLE, LAST OFF TO REMOVE POLE. LOC A: IN NE CORNER OF 6TH AVE N & DALEY ST, TRANSFER ATTACHMENT & RESTORE SIDEWALK. LAST OFF TO REMOVE POLE. 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: 0 Yes Lk No If yes, indicate size of cut: X. RIGHT-OF-WAY AREA CLOSURE TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X SF Alley 72 Hrs + LF X JLFNSA SF Parking 72 Hrs + LF X NSA 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 8/27/2020 Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE HH1 S Snohomish PUD JPN 1107E15 / 100001578 was originally for replacing 25 poles. All work has been completed except for the last 5 locations "A," "L," "0," "V," and "Z" mentioned on this project. Be safe and have a great day! 0 0 122' AKF 400 26 C9EDM DFG,801-1200 © 188' AKF 100 24 C9EDM DFG,1001-1100 c3 139' AKF 200 26 C9EDM DFG,801-1000 ca 150' AE 25 24 C9EDM DFG,1176-1200 F1 1000 05.2008 FTTP MULTIPORT 6 HLLKWAXX H5023,326-331 F2 316 05.2008 RBN 0 HLLKWAXX H5023,1-304+ XD,305-360+ HLLKWAXX H5023,361-414+ XD,415-420+ HLLKWAXX H5023,421-426+ XD,427-432 F3 HLLKWAXX 85730 IN: HLLKWAXX H5023,326-331 OU T: cs 10' F4 HLLKWAXX 85739 AKF 200 24 IN: HLLKWAXX H5023,316-319 C9EDM DFG,1001-1100+ OUT: X 0JIV9beJ_, +4Aela9n0 i Ilnj e i seuel laneJJ i OJUFV� x�g4i(Je_b' !l!1n aaayM -Aennpeoa jo au!lialua0 O6 356' aye 01 pi Ileys Aela8n0 aye `auel laneJ} auo ult i T40saii � jggn aaayM -aouegan1s!p jo jua�xa aye iulpuedep paa!nbei eq II!M AelJ8A0 i 1luWaoTq A&gVV a pawgwi Ileys sE)i Al!I!ln C9EDM 6783 C9EDM DFG,951-962 n ca BLDG TRM 50PR PROT 50 24_2_" 01-- - — _ _ _ _ _ C9EDM 797 — - — - C9EDM DFG.1051-1100 ►V HLLKWAXX 12 SNOHOMISH COUNTY PUD #1 HLLKWAXX 2 2-118 SNOHOMISH COUNTY PUD #1 H KWAXX 10' SNOHOMISH COUNTY PUD #1 Z F3 C8 F4 � Q / V, / �( PERMIT MUNICIPALITY: CITY OF EDMONDS ❑ BLANKET ONO PERMIT REQUIRED ® TCP/TRAFFIC ❑ DETAILED(NOT BLANKET) JOINT POLE JFN/NJUNS TICKET # PUD 1107E15 / 100001578 POLE OWNER: / TO: FROM: CONSTRUCTION REQUIREMENTS 0 FLAGGING ❑ BRUSHING ❑ CONTRACTOR POINTS OF CONTACT SCHEDULING: JOHN WOOD - 425-261-1412 ENGINEER: MIKE HAKAHAN - 425-949-0230 FACILITIES: PATRICK WINKLER - 425-263-4010 CUSTOMER CONTACT: CALL BEFORE YOU DIG! - 811 CONSTRUCTION START: GLEN ST — II IN SERVICE DA ------------------®— z r I I j! C I QI = 5 I \ / iim2 id DivjDd3S b' 3n:jinoaj xvvi s3nriIlf1 DALEY ST ANV Ol NOISIAPt]/NOUVOO­I32i 's3nnI1f1 311S NO -nV — - — - — - — JNUV00­1 2]Od D­18ISNOdS32i 2]OlO`d UNOO/2:J3NMO � HLLKVRXX yJL-0001)I , --- — __----------- ,,.��.�--„� / SNOHOMISH COUNTY PUD #1 HLLKWAXX 9S2-6503 \ l / SNOHOMISH COUNTY PUD #1HLLKWAXX I cs tRM - — -- SNOHOMISH COUNTY PUD1 ST #1� II I i U l \ / i---------- � I Z I �� ® ��r HLLKWAXX 7 -65 30\ \ \ OMISH COU PUD #1 0 O SPRAGUE ST - — '811111111fST _ -- CQF 3600 1201 2422.101 ' HLLKWAXX DFG / IN: C9EDM 3R3,1-600+ \� C9EDM 3R3,1201-1500+ \ qF_ HLLKWAXX 6S1� XD,1501-1800 `\ ZIPLY FIBER OUT:C9EDM DFG,1-2400-- I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS -BUILT IS IN COMPLIANCE WITH FRONTIER QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. (SIGNATURE AND DATE) II UNITS/ACCT CODES I RESUB CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EOM 0 11 }oefoid paltluaaed ayt buunp san000 CONST ao pasneQ sl }e44 spaepue4s (}lQ aad AI?M-JO-34SIJ AJ!0 ul SJU@UJanoadual #1 REVISIONS EDMONDS REQUESTED CHANGES 10/1/2021 z I Remove abeluoa} ao sallllltn of abet #3043. 11 Ile @oeldaa/aledaa llegs lueollddV Iw Q I ti� at the N I N. The 4" riser with large copper cable and U-guard with multiple copper drops need riser : l• Z0Z/0Z/0 l 44 ' maint side ZIPly REV. #1 4310N Sb' 43n02Jddb' I Iber panel NOISIA10 ONRJ331\1I01\13 interc_,_ ._..._... pathway, and restore sidewalk panel. HLLK-JPN1107E15 tsfr 6 poles -I HLLKWAXX H;..,�.. Main St tsfr/rmv 6 poles FDH 48/432 PROJECT C.O. AREA HLLK 5256345-175 11 `• IN:HLLKWAXX FC1031 NUMBER: WA HALLS LAKE XD,129-440+ DRAWN DATE: iMIKEHAKAHAN CNTY: Snohomish HLLKWAXX FC11 4/12/2021 PHONE: 425.949-0230 FILE: 5256345.175.DWG P 2 OUT: HLLKWAXX H50 ISCALE 1:100 ITAX DISTRICT: ##### I DWG 1 of 3 TWNSHP: ### Ii ## ISEC ## I I I I I i I I I I I I I I J N --------------- 71 MAIN ST M.4 I I I I I ® O ---------------- ® ® 1 x LLKWAXX 85933 IN: HLLKWAXX H5023,25-33+ ' �M XD,10-12 _J OUT: I � 0 0 'z ARM I> ~ N �Q N in � I~ o W 0 i ------------_-_-__ HLLKWAXX 2 — I 56' M-AIN— ST ZIPLY FIBER I nrr����i+r ­M 7A S190HOMISH CONSTRUCTION NOTE "O" Restore sidewalk panel where the old pole was removed, right in the middle of the Anderson Center at 700 Main St. I III I I � I I II J I 162060 Ire TY PUD #1 0l z mi �I0 I ------------------ MAIN ST RESUB OCT 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT II UNITS/ACCT CODES I II REVISIONS I Ziply I REV. #1 HLLK-JPN1107E15 tsfr 6 poles Main St tsfr/rmv 6 poles PROJECT 5256345175 C.O. EA: ########## AR NUMBER: EXCH. CODE: WA HALLS LAKE DRAWN DATE: ENGR MIKE HAKAHAN CNTY: 41812021 PHONE: ####W# FILE: 5256345-175.DWG SCALE, 1:100 ITWNSHP7 ITAX DISTRICT: W# I DWG 2 OF 3 2 #q# IRNG7, ## ISEC ## MAIN ST L I wl al 0 I � r I � i ---------------------- CONSTRUCTION NOTE "T" Please verify if Wave Broadband has any bootleg attachment on the Ziply copper cable strand heading eastward down Main St from the 8th Ave N vicinity. CONSTRUCTION NOTE "V" Transfer aerial copper drops (4) crossing Main St from pole 15,3-129 with TRM #2799 to new pole 1552,3-46 with digging if necessary at new pole. 0fHLLKWAXX 15 3-129 SNOHOMISH COUNTY PUD #1 LLKWAXX 14 00 ZIPLY FIBER 0`9F`�O HLLKWAXX 1: ZIPLY FIBEf S0 LLKWAXX 17 3-103 �v' 9`9 �� SNOHOMISH COUNTY PU 1 0 HLLKWAXX 16 3-4 O MAIN ST SNOHOMISH COUNTY PUD #1 46' / 11620603 SNOHOMISH COUNTY PUD #1 UNK_SERVICE DROP 2HLLKWAXX 15S2 3-4 SNOHOMISH COUNTY PUD #1 324 a �I HLLKWAXX 1 ZIPLY FIBER Now Co CV a rn0) VU RESUB OCT 01 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION NOTE "Z" I II UNITS/ACCT CODES Transfer aerial copper drop at pole 9 from TRM #8086 across the street to new pole on the south side of sidewalk. The buried section of the service drop at existing pole 8S2 would need to be located and dug up to intercept at new pole that serves 950 Main St. Abandon old pole to Comcast and WSDOT who are currently attached. HLLKWAXX 10 ZIPLY FIBER LLKWAXX 9 ® ZIPLY FIBER HLLKWAXX 8 ZIPLY FIBER II REVISIONS I MAIN ST----------------- - ® 164 �� I UNK_SERVICE DROP 24 HLLKWAXX 8S SNOHOMISH COUNTY PUD #1 i ZI I i p Y REV. #1 I EXISTING BURIED DROP 71 UNK-SERVICE DROP 24 HLLK-JPN1107E15 tsfr 6 poles ' Main St tsfr/rmv 6 poles I PROJECT 5256345175 C.O. AREA: ########## EXCH. CODE: WA HALLS LAKE I DRAWN DATE: ENGR: MIKE HAKAHAN CNTY: 3 41812021 PHONE: FILE 5256345-175.DWG SCALE, 1:100 ITAX DISTRICT: IDWG 3 OF 3 TWNSHP: #q# IRN& ## ISEC ## TABLE A END ROAD WORK SIGN SPACING - - X a OW RURAL HIGHWAYS 60/65 MPH 800,} a TW U RURAL ROADS 45 55 MPH 500' t URBAN ARTERIALS 35 40 MPH 350' t WORK U RESIDENTIAL & B U SIN DIRT. 25/30 MPH 200" 2 URBAN STREETS 25 MPH OR LESS Epp" i AHEAD D TABLE L SHOULDER D o MIMNIMIM TAPER LENG (L)IN FEET CLOSED j AHEAD O m > 0 I y ® IN TRUCK WITH FLASHING WORK AREA O BEACON ® � Q R I 7i DURBIN I �A<?> I A I I ROAD WORK AHEAD NOTE: I I O y 1.FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT—TIME USE. 2.DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. 3.FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. LEGEND: 0 o w CONE OR CHANNELIZING DEVICE END ROAD WORK (SEE STD 702) TRAFFIC CONTROL PLAN &0. 08� 2020 51419 Z I I V 1 2 LANE 2 WAY RD: 1 LANE CLOSED ate 5256345-175 fiber SW CORNER OF MAIN ST & DURBIN, EDMONDS (PUD 1107E15 LOC L) [mil CHANNELIZING DEVICE SPACING (FT) MPH TAPER TANGENT 50 70 40 80 35 45 30 60 25/30 20 40 TABLE A SIGN SPACING - - RURAL HIGHWAYS 60/65 MPH RURAL ROADS 45 55 MPH URBAN ARTERIALS 35 40 MPH RESIDENTIAL & BUSINES DIST. 25/30 MPH URBAN STREETS 25 MPH OR L 8TH AVE N 600't 500' t ETl � 350' t O 2 t n ICC, D MIMNIMUM TAPER LENGTH (L) IN FEET 0�������saa CHANNELIZING DEVICE SPACING (FT) MPH TAPER TANGENT 50 70 40 80 35 45 30 60 25/30 1 20 40 NOTE: ONE At LANE RO} AHEAD D SWAP SIGNS ___ypD �ARE. P T LFLASHING BEACON SHALL BE J INSTALLED AT EACH SIGN FOR NIGHT-TIME USE. D O n �l ET1 � O G7 � 2.DISTANCES MAY VARY AS APPROVED c BY THE ENGINEER. 0 I 3.FLAGGERS REQUIRED TO CONTROL .77 r TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. LEGEND: CONE OR CHANNELIZING DEVICE (SEE STD 702) 842 MAIN ST .RK ARF THIS LOCATION IS DIRECTLY WEST OF 15100 WOODINVILLE-REDMOND RD END ROAD WORK 1�01111111 D CONSTRUCTION TO EXPOSE EXISTING BE HAND -HOLE LID AND ADJUST TO GRADE. REPLACE IF EXISTING LID IS NOT PREPARED To STOP TRAFFIC RATED. THIS MAY REQUIRE TEMPORARY STEEL PLATE OVER ROAD WAY TO PROTECT FACILITIES. D LLJ <i> D O = D ONE LANE t ROAD AHEAD D ENGR: JAY SCHWAB PHONE: 425-263-4019 1 ROAD CO AREA: JUNT END ROAD WORK woRR AHEAD EXCH CODE: 51420 DRAWN DATE: 07/22115 9 TH A VE N O \ O Fl O Quarter -Section -Township -Range: SW 15-26-05 O O 0 ly TRAFFIC CONTROL PLAN 08/2020 WO 51419 Z i p 2 LANE 2 WAY RD: PARTIAL LANE CLOSURE fiber date 5256345-17 842 MAIN ST, EDMONDS (PUD 1107E15 LOC V) SWAP SIGNS ROAD CONSTRUCTION ° AHEAD 30 SEE NOTE 1 ONE LANE ROAD ° AHEAD W3-4 —� • (W30'-4) SEE NOTE 1 (W20o7 A) SEE 1 s10 TABLE A SPEED (MPH) TAPER LENGTH (FT) CONE SPACING ALONG TAPER (FT) OFFSET WIDTH 10' 12' 25 100 120 25 30 150 180 30 35 200 240 35 40 270 320 40 45 450 540 45 NOTE 1.DISTANCE BETWEEN SIGNS SHALL BE 100' FOR RESIDENTIAL STREETS (25 MPH), AND 200' FOR ARTERIAL ROADWAYS 2.FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT-TIME USE. 3.DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. 4.FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. LEGEND: CONE OR CHANNELIZING DEVICE (SEE STD 702) o II II 0 0 0 m 950 MAIN ST TRUCK WITH ov FLASHING OR WITH BEACON *(WX0-7 A) 30" ONE LANE ROAD AHEAD (W20-4) 30" ROAD CONSTRUCTION AHEAD (W20-1) TO 9TH AVE N 30° TRAFFIC CONTROL PLAN 08/2020 5W0.9 Z I i" ly 2 LANE ROADWAY: ONE LANE CLOSED WITH date 25634! fiber ALTERNATING ONE—WAY TRAFFIC AND FLAGGERS 175 950 MAIN ST, EDMONDS (PUD M7E15 EOC Z) i PER LENGTH (TABLE A) SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 W3-4 RURAL HIGHWAYS 60/65 MPH 25/30 MPH 25 MPH OR TARI C 1 WT I OT � JM� � FLAGGER/LE T o 0 o00 0 0 0 0 0 O O o mom mho 800' ' 500' _ 350' 200" CHANNELIZING DEVICE SPACING (FT) MPH I APER TANGENT 50 70 40 80 35 45 30 60 25/30 1 20 40 NOTE: 1.FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT—TIME USE. 2.DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. 3.FLAGGERS REQUIRED TO CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW TO ACCESS THE WORK SITE WITH MATERIALS OR EQUIPMENT. I FLAGGER/LEO II W Q S Lfl END ROAD WORK T r D BE TI PREPARED TO STOP D D RIGHT LANE CLOSED AHEAD D 1 Roao WORK AHEAD LEGEND: END ❑o° CONE OR CHANNELIZING DEVICE RonD woRK (SEE STD 702) o 0 Zlpjy TRAFFIC CONTROL- PLAN 08/2020 RIGHT LANE CLOSED date fiber r6TH AVE N & DAL_EY ST (PUD V 07E15 L_OC A) Boa 51419 5256345 —175 SWAP SIGNS