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ENG2019-0001 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds • ••� 1 111 www.cityofedmonds.gov 777 Description: PUD BORE CONDUIT ON WOODLAKE AND 83RD TO REPLACE OLD ISSUED: 01/24/2022 Address: 21005 WOODLAKE DR EDMONDS WA 98026-6956 EXPIRES: 07/24/2022 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00637700001600 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 IAN B & DALE ELAINE J TRU JAI LLET 21005 WOODLAKE DR, EDMONDS WA 98026-6956 FEE INFORMATION DESCRIPTION AMOUNT PAID ENGINEERING INSPECTION FEE $100.00 ENGINEERING REVIEW FEE - OVER 3 REVIEWS $330.00 $0.00 RIGHT OF WAY STANDARD PERMIT FEE $300.00 X-TECHNOLOGY FEE $35.00 • 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 01 /24/2022 :7:11IAA-3.9:1181 ]'1 DATE Printed: Monday, January 24, 2022 11:17:52 AM 1 of 2 -KRWOF WAY EUC PERMIT 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. 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 any and all claims for damages of whatever nature, arising directly or indirectly from the HOLD HARMLESS issuance for 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 and 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. 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. L 11111 0 INSPECTION TYPE DATE RESULT NOTES COMPLETE X-2 ENGINEERING FINAL" A-1 JOB START E-7 RESTOR LIMITS E-7 CONCRETE SIDEWALK Printed: Monday, January 24, 2022 11:17:52 AM 2 of 2 nF EVA,1(-), ANC. I sc) u ROW PERMIT NO.: ENG 2019-0001 ISSUE DATE: 1/24/2022 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: Bore 300' of HDPE for future cable CONTACT: ANDREA NELSON CONTRACTOR: SNOPUD #1 Mailing Address: PO BOX 1107 State License #: City Business License #: ADDRESS OR INTERSECTION OF CONSTRUCTION: Phone #: 425-783-4394 Fax #: Email #: JointUse@snopud.com ❑ Liability Insurance ❑ Bonded ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family ❑ Other 0 EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit9 ANY ASSOCIATED PERMITS? ❑ Yes F� No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : Bore 300' of HDPE conduit for future cable Bore pit will be off the sidewalk, SE lane of 83rd Ave W will be closed for 4-6 hours. Traffic plan is included. Bore pits will be Tx T and will be placed as shown in the construction plan. Sidewalk disturbance wiltd.,dored. WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO [2 Year: PAVEMENT CUT: ❑ Yes ® No If yes, indicate size of cut: CONCRETE CUT: N Yes ❑ No If yes, indicate size of cut: x 3 x 3 RIGHT-OF-WAY DURATION AREA TOTAL CLOSURE (NUMBER OF MONTHS) Sidewalk 48 Hrs + 5 LF X 5 LF 25 SF 4-6 hours 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. " r SIGNATURE DATE 1 /2/19 Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE SNOMOMISM COUNTv pEOo LAYOUT LEGEND: V] PAD MOUNTED TRANSFORMER ® SUBMERSIBLE TRANSFORMER �J ABOVE GROUND J-BOX �J SUBMERSIBLE J-BOX �S SECONDARY VAULT ❑ PULLING VAULT SWITCH CABINET © SMALL SECONDARY PEDESTAL © LARGE SECONDARY PEDESTAL SL STREET LIGHT PEDESTAL PRIMARY UNDERGROUND CABLE -•—•—•—•—•-#350 SECONDARY UNDERGROUND CABLE - - - - - - - - 4/0 SECONDARY UNDERGROUND CABLE 1/0 SECONDARY UNDERGROUND CABLE -----------STREET LIGHT CABLE SERVICE CONDUIT POLE AND OVERHEAD LINE PROPERTY LINE —RIGHT-OF-WAY LINE U EXISTING UNDERGROUND CABLE EXISTING DUCT FUTURE DUCT ------- S------ SANITARY SEWER/MANHOLE ------- D------ STORM DRAIN/CATCH BASIN ------- W -----b WATER MAIN/METER Y FIRE HYDRANT $c STREET LIGHT * UNDERGROUND LOCATOR MARKER REFER TO SHEET S1 CONSTRUCTION NOTES: AT POLE ECG-4 INSTALL 1/0 UGND TERM (12U111 & T1013). [SNTALL 65T FUSE (E1065). AT VAULT A-2982 TRANSFER EXIST 50KVA XFMR. INSTALL L/B ELBOW (T1105). RECONNECT PRIMARY & SECONDARY SERVICES. RIGHT OF WAY AND PUD EASEMENT: THE FOLLOWING APPLIES TO 83RD AVE W & WOODLAKE DR R.O.W. = 50 FEET PUD EASEMENT = 7 FEET R/W 50' 20' 5 10' SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM AS BUILT DRAWING REQUIRED PRIOR TO FINAL OF PERMIT. CONDUIT NOT APPROVED FOR WEST SIDE OF WOODLAKE DR. 21010 PUD RESPONSIBLE FOR LOCATES FOR ALL CITY AND DRY UTILITIES PRIOR TO 21012 START OF WORK. I I \ I I 21014 \ \ 1 R/W EASEMENT FROM WATER MAIN AT BEND 10' S' I TRANSFORMER/ VAULT I WATER) `J 83RD AVE W �2" BORE TYPICAL ROAD SECTION CABLE ALL FOOTAGES APPROXIMATE BY PUD OR PUB'S CONTRACTOR FROM POLE ECG-4 TO A-2982 365' OF (1) 1/0 AL 15KV CNCTRC NEUT JCKTD PRI IN 2" PVC MAKE PO REEL FT MARK TO TOTAL FOOTAGE OF 1/0 CABLE INSTALLED: 365' DUCT DIRECTIONAL BORE BY PUB'S CONTRACTOR O 300' OF 2" HOPE TOTAL FOOTAGE OF 2" HDPE INSTALLED: 300' CABLE NOTES: FROM POLE ECG-4 TO A-2982, ABANDON PRIMARY UGND CABLE# 4550. TOTAL FOOTAGE: 365' 21005 A-2982 EXISTING --I - - - - — 3' x 3' BORE PIT LAYOUT 1" = 30' ENGINEERING DIVISION ���... ,�.....,7TED / (�wv 11 /21 /2022 BORE PIT SHALL BE AT LEAST 19-20' AWAY FROM BASE -ABANDONED CABLE 2 V18 OF CEDAR TREE I I / MAINTAIN MI 5 FROM WAT & SEWER j N NORTH 3' x BORE PIT P� I 5' MIN ORE PIT - -13404-T 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. LOCATION 21005 WOODLAKE DR, EDMONDS 98026 AREA LYNNWOOD POLE NO ECG-4 SW1/4S 19 T 27 R 4 DATE 7/18/18 ORDER 100032711 REASON FOR WORK REPLACE BO CABLE AT ENGINEER A. NELSON OPERATION 0060 ECG-4 DRAFTER C.CORTESE UGND NO 2454-3 APPROVED SNS SCALE NOTED & DATE 7/24/18 DATE WORK COMPLETED FOREMAN SUBSTATION PERRINVILLE INSPECTOR CIRCUIT NO 12-126 PHASE 3 DATE FEES REO'D ❑YES ■NO ROAD CROSSINGS ONLY PRIMARY OVERHEAD APPV DATE DESCRIPTION OR SIDENTIAL F ❑ COMMERCIAL LEO- REVISIONS @f =$ APPV NO. DATE DESCRIPTION PRIMARY UNDERGROUND SNS 1 12/18 REV PRI CONDUIT, ❑ RESIDENTIAL CHG ADDRESS. ADD ❑ COMMERCIAL TRENCH DETAIL BASIC FEE $ LEU- 2 5/21 REV TO BORE, @ $�'= s ADD STORM, SW, BORE PIT, ST LT SECONDARY UNDERGROUND & 10'SEPARATION BASIC FEES NOTE WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONDARY FT @ f = S AS -BUILT APPV N0. DATE DESCRIPTION MISCELLANEOUS FEES VAULT 8 PERMIT 8 8 $ 8 TOTAL DUES DATE PAID RECEIPT - ENGINEER ANDREA NELSON CUSTOMER PHONE (425) 783-4394 PHONE DISTRICT PROJECT LEADER: OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE a PUGET SOUND \N WOODWAY EDMONDS VICINITY MAP ENG AS -BUILT VERIFICATION ❑ PHASING, TAPS & FUSING ❑ POLE & VAULT STENCILS ❑ CABLE TAGS ❑ FRAMING ❑ EQUIPMENT LOCATION VERIFIED BY DATE PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ EDMONDS EASEMENTS ❑ REQUIRED E• ■ NOT REQUIRED REQUEST NO. DATE APPROVED FOREIGN CONTACTS ❑ JPN+ ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV POLE STENCILING FROM TO TAKE OFF POLE PRE-CONSTR REQUIREMENTS ❑ TREE TRIM ■ PUD LOCATOR ❑ BACKHOE ❑ ❑ ONE CALL DATE STREET LIGHTING ❑ YES ■ NO M&R AS -BUILT CIS GIS QC M&R CIS Ph JOINT USE LOCATION MAP PAGE 454, J6 WORK SITE C TAGS Z 9 oM VAULT: EXISTING (V CABLE 104816 � $ From: Nelson, Andrea <AJNelson @SNOPUD.com> Sent: Thursday, January 6, 2022 11:31 AM To: Edmonds Engineering Permits Cc: Joint Use Subject: RE: permit application ENG2019-0001 at 21005 Woodlake Dr. Follow Up Flag: Follow up Flag Status: Flagged Categories: Red category Hey Natalie, Welcome back! Happy New Year! Yes, Trenchless can make that work! Thank you, Andrea From: Edmonds Engineering Permits<EngineeringPermits@edmondswa.gov> Sent: Thursday, January 6, 2022 11:25 AM To: Nelson, Andrea <AJNelson @SNOPUD.com> Cc: Joint Use <JointUse@SNOPUD.com> Subject: RE: permit application ENG2019-0001 at 21005 Woodlake Dr. Hi Andrea, I consulted the City's arborist regarding the cedar tree at the corner of 83rd and Woodlake. On the attached plans (you sent these to Ryan in August 2021), PUD is showing a 3' by 3' bore pit in the sidewalk north of the cedar Thanks, Natalie City of Edmonds, Engineering Division Permitting EngineeringPermits@edmondswa.gov Natalie Griggs (she/her), Engineering Technician (425) 771-0220 ext. 1353 CITY HALL IS CURRENTLY CLOSED TO GENERAL PUBLIC ACCESS. APPOINTMENTS MAY BE CONSIDERED FOR SPECIAL CIRCUMSTANCES. Development services will continue to be provided by email or the web and by phone. Please visit www.edmondswa.gov for up-to-date information on City services. III 3dSNll-1v nn43HISANE CLOSURE ON A LOW VOLUME ROAD c , FLAGGER REQUIRED ROAD W20-1 m AHEAD m -11 ONE LANE I W20-4 ROAD O Q O o W3-4 O W20-7 > O O LLI pa �Z< 6 Ot4 �SI/�Ia J Ib3�J JN3 00 O � z )afa palliw ad a4l 6uunp s n O Lo O W20-7 pa eo si leyl spiepuels lllo i O Senn- -lyBu Alin ul sluauaanadwi aB uoal jo saipliln of aBewep <— W3-4 Ile a eldai/nedaj Ileys lueoilddy Q ONE LANE s ROAD W20-4 AHEAD m 0� ROAD W20-1 AHEAD 3 i NAA 11d SNOHOK41SH COUNTY pFLFIE TRAFFIC CONTROL PLAN PUBLIC URtL1TY DISTRICT NO I PROJECT BORE 300' TO REPLACE 80 CABLE LOCATION 21005 WOODLAKE DR, EDMONDS 98026 ENGINEER ANDREA NELSON DATE 01/02/19 ORDER 100032711 PHONE 425-783-4394 I CELLULAR 425-512-3526 LIMIT SIGN BUFFER SPACING A, B (FT) 25 200 55 30 200 85 35 350 120 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-SOndardsl2-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