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ENG2020-0217RIGHT OF WAY EUC PERMIT PERMIT NUMBER City of • • • Ave9:0ENG2020-0217 Zlk www.cityofedmonds.gov Description: PUD-REMOVE BROKEN POLE AND REPAIR SIDEWALK ISSUED: 07/08/2020 Address: 545 3RD AVE S EDMONDS WA 98020-4103 EXPIRES: 01/08/2021 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00409600101000 NAME TYPE NAME ADDRESS PHONE APPLICANT SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA98206 (425)670-3216 CONTRACTOR SNOHOMISH COUNTY PUD P.O. BOX 1107, EVERETT WA98206 (425)670-3216 OWNER MILLER GREGG A & SCHMITT KELLIE 545 3RD AVE S, EDMONDS WA98020-4103 A DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $330.00 $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 Q07/08j2020 RELEASED BY DATE Printed: Wednesday, July 08, 2020 10:42:06 AM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • •:• •ENG2020-0217 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 • INSPECTION TYPE DATE RESULT NOTES COMPLETE X-2 ENGINEERING FINAL** E-7 TRAFFIC CTRL E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS Printed: Wednesday, July 08, 2020 10:42:06 AM 2 of 2 nF EVA,1(-), ANC. I sc) u RECEIVED 6/16/20 ROW PERMIT NO.: ENG 2020-0217 ISSUE DATE: 7/8/20 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: PLI 1715 Sidewalk Restoration CONTRACTOR: Snohomish County PUD No.1 Mailing Address: PO Box 1107, Everett WA State License #: City Business License #: CONTACT: Grayson Steele Phone #: 425-783-4156 Fax #: Email #: GRSteele@snopud.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 545 3rd Ave S, Edmonds 98020 ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family ❑ Other ® EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit9 ANY ASSOCIATED PERMITS? ❑ Yes ® No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : Existing distribution pole recently broke and had to be replaced on emergency. PUD to return to site to remove remaining portion of pole from inside ground and repair hole left in sidewalk. PUD to close northbound lane of 3rd Ave S to perform work. WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO 5d Year: PAVEMENT CUT: ❑ Yes ® No If yes, indicate size of cut: CONCRETE CUT: ® Yes ❑ No If yes, indicate size of cut: 2' x x 3' 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 V4, ��) t , ��� DATE 6/12/2020 Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE WORK ON SHOULDER OR PARKING LANE FOR PARKING LANE CLOSURE, NO PARK BARRICADES REQUIRED WITHIN CLOSURE AREA FRO, PAO TO 0 TOW AWAY AREA DISPLAYED 72 HOURS IN ADVANCE OF CLOSURE NO ENCROACHMENT ON THIS — TRAVELED LANE IS PERMITTED. IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED. W20-301 SHALL BE USED FOR SPEED LIMITS 45 MPH OR ABOVE SHOULDER CLOSED W20-301 IF USED, W20-301 SHALL BE PLACED BETWEEN W20-1 AND W21-5 USING SPACING DISTANCE (X) ApPltcar'�t SI�a11 re Patr/ra Place all damage to ut111tlas or Fro r'�taga -m Provamarits iri Glty rig l-it-oF-way par city sta r'idards t1-iat is ad occurs Burt rig i1-ia parmtttad proj o 2' I MIN Ld J O _ Ln 48" x 24' s ROADNWORK G 2 0— 2 X (OPTIONAL) 50' (100' FOR SPEED MPH 0 INg�E ) U5FRNUE' m ATTACHED FOR REFERENCE. J W21-5 s SHOULDER WORK X ROAD WORK AHEAD W20-1 MINIMUM LANE CLOSURE TAPER LENGTH = L (FEET) LANE WIDTH POSTED SPEED (MPH) (FEET) 25 1 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 TABLE 1 CONCRETE SIDEWALK RESTORATION SHALL CONFORM WITH CITY N OF EDMONDS NORTH STANDARD DETA L �ATTACHED�, � t^l G ■ t^l � � ■Z ■ ■V G GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. C 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). o 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD o CONDITIONS. un Of 4. PROTECTIVE VEHICLE RECOMMENDED -MAY BE A WORK TRUCK. 5. ALL SIGNS MINIMUM 48" X 48", UNLESS OTHERWISE SPECIFIED. cn 6. CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES. SEE TABLE 1 FOR SPACING DISTANCES. co co 7. ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. 0 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) L,25 30 35 40 45 50 55 60 65 70 250 305 360 425 495 570 645 730 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' 1 123' 172' 74' 1 100' 150' SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55-70 MPH 1500'± RURAL HIGHWAYS 60-65 MPH 800'± RURAL ROADS 45-55 MPH 5001± RURAL ROADS & URBAN ARTERIALS 35-40 MPH 350'± RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25-30 MPH 200'± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) _ (1T A PACING MAY BE ADIUSTED-OOP-MODA-TE IN ERCHAN L- RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50-70 40 80 35-45 30 60 25-30 20 40 LEGEND: O s CHANNELIZING DEVICE 0 / 0 c 0 O 0 cn N 0 0 0 0 0 0 PORTABLE SIGN AND SUPPORT WORK VEHICLE WITH FLASHING o LIGHT O WORK AREA I o E MIOM TRAFFIC CONTROL PLAN PUBLIC UTILITv DISTRICT NO 1 PROJECT PLI 1715 SIDEWALK RESTORATION LOCATION 545 3RD AVE S, EDMONDS 98020 ENGINEER GRAYSON STEELE DATE 6/3/2020 ORDER 100062641 PHONE 425-783-4156 CELLULAR 425-231-3018 6 V) o, w / 0 O I� E�n_ 0 00 -O N o_ O 5 c� u / N / ww J ~ a LL o NO 9ARKING RB-3 INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA 24" x 30" 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL. PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED. NOTES 1. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY. 2. A 60" (IN) PATH WIDTH SHOULD BE MAINTAINED (48" (IN) IS THE MINIMUM). -- -------IINATE IMPACTED TRANSIT OPLEMENTING ANY CLOSURES. t TEMPORARY PEDESTRIAN RAMP ILITIES MUST BE MAINTAINED. IFICATION 1-10.2(1)B. IAN PUSH BUTTONS SHALL BE :RTED PATH WHEN EXISTING 'CESSIBLE TO PEDESTRIANS. SIDEWALK DIVERSION LEGEND TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES ® PEDESTRIAN CHANNELIZING DEVICES ® TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS SIDEWALK DETOUR INTERSECTION PEDESTRIAN TRAFFIC NOT TO SCALE CONTROL FILE NAME S:\Desi n R P8 SW-Standardsl2-Plan Sheet Libra \01-Published PSL\ TC Work Zone Traffic Control\ TC-16 Intersection Pedestrian Traffic Contmil C-16.dgn rz DATE Amok � �I/ Washington State Department of Transportation Plot 1 Rux NEr x. TC16 TIME 11,26,56 AM STATE RE.G.SN FED.AID PROJ.NO. DATE 11912018 WAS PLOTTED BY Ilddslf DESIGNED BY Joe N... ER ..EET or x.eeB ENTERED BY CHECKED BY —T—T PEDESTRIAN CONTROL AND PROTECTION PROJ. ENGR. REGIONAL ADM. REVISION DATE BY S NO HO MISH COUNTY • PUBLIC UTILITY DISTRM.- CONSTRUCTION OPERATIONS AND ENGINEERING REQUEST TO FROM DATE RESTORATION GRAYSON STEELE 425-783-4156 6/3/2020 ADDRESS/LOCATION/POLE NUMBER 545 3RD AVE S, EDMONDS 98020 PLI 1715 MAP NO. ORDER NO. OPERATION NO. 454-F6 100062641 0030 ACTION• BO POLE FELL OVER & WAS REPLACED ON EMERGENCY. POLE BUTT REMAINS 1N GROUND. REMOVE ROTTED POLE BUTT & REPAIR SIDEWALK 1N OLD POLE'S LOCATION. REMOVE (2) EXISTING CONDUIT BENDS IN AREA, CAP CONDUITS, AND REBURY/ABANDON. Iw ROADWAY CONSTRUCTION GENERAL NOTES 8L 1 2- CAP 875a 539 1. MC cold premixed asphalt sholl be required in oil pavement areas for 544 1634 temporary potching on this protect. Temporory patches sholl be placed 0 immediately after 6ockfilling and compacting and sholl be maintained at all times. Finol restoration shall be complete within 72 hours. ry 541 2• Select and/or native bockfill moteriol sholl be free from mud, muck, 554 organic matter, broken bituminous surfacing, and stones larger than 18-1 -18/02 4' In diameter. 231 3. Compaction sholl be 95% of maximum density. 543 AREA T BE R P IRED 4• Adequate shoring sholl be used in oll oreos where trench depth 1715 5 exceeds 4 ft. O© 545 6 Sheet plate off oll roodwoy cuts until they ore repoired/bockfilled. 7• All imported select bockfill sholl be obtained from a loco) licensed quarry. FU40 All unsuitoble moteriol sholl be delivered to a site approved by SnohomishCounty P.D.S. RBEN DR A L130142A � 702 50-399778 (2) CONDUIT RUNS UNDER TRAFFIC CONE. 703 REMOVE BENDS & ABANDON EACH. 22217 18- 8-18/02 231 709 For de -energizing customer service for Customer work CUSTOMER CREW HOURS When completed, coil $ the PUD of 425-783-1000 Customer Si Signature 9 Dote or (1-877-783-1000) ask for Energy Control Dispatch ACTIONOR OTHER ACTIONREQUIRED APPROVED BY COMPLETED BY DATE Distribution: White -Deportment Responsible For Work -Return To Originator When Completed Blue-GIS, 03, After Work Completion Conary-Deportment Responsible For Work -File Copy Pink -Originator ml 1111 n �.(`—. I - - 1 — nnw CURB/GUTTER SEE COE STD DTL TR-520 PLAN VIEW (NOT TO SCALE) 5' MIN FULL DEPTH 1/2" EXPANSION JOINT MATERIAL 2% MAX d 1/2" R a s a a d < 1/2" R a d �WMQI&�lf "-2" MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE 9 NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE I" RADIUS CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `St. 18y- CONCRETE SIDEWALK APPROVED BY: R. ENGLISH m REVISION DATE JUNE 2019 STANDARD DETAIL TR-531