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ENG2020-0316RIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds 98020 ENG2020-0316 www.cityofedmonds.gov Description: PUD-REPLACE BAD ORDER CABLES & TRANSFORMERS ALONG SUNSET ISSUED: 09/09/2020 AVE Address: 624 SUNSET AVE EDMONDS WA 98020 EXPIRES: 03/09/2021 Permit Type: RIGHTOF WAY EUC Permit Subtype: MINOR Parcel Number: 27032400201600 CONTACTS 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 BETTINGER BARRY K & SHAHNAZ 21106 86TH AVE SE UNIT A, SNOHOMISH WA98296 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 MINOR - EUC PERMIT FEE $110.00 $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. NGriggs RELEASED BY THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 9/9/2020 DATE Printed: Wednesday, September 09, 2020 2:49:10 PM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • •:• •ENG2020-0316 ., 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 • L INSPECTION TYPE DATE RESULT NOTES lip COMPLETE E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" Printed: Wednesday, September 09, 2020 2:49:10 PM 2 of 2 nF EVA,1(-), I`vC. 1 S`� J RECEIVED 8/17/20 ROW PERMIT NO.: ENG 2020-0316 ISSUE DATE: RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: Replace BO Cable on Sunset Ave N CONTACT: Bryan Gregory CONTRACTOR: Snohomish County PUD #1 Mailing Address: PO Box 1100, Everett WA 98026 State License #: City Business License #: Phone #: 425-783-4413 Fax #: Email #: bjgregory@snopud.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 624 Sunset Ave N, Edmonds WA 98020 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 permit9 ANY ASSOCIATED PERMITS? ❑ Other ❑ Yes X❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : PUD to replace existing bad order cables and associated transformers along Sunset Ave N as part of regular system maintenance. No new vaults or ducts are planned to be installed in this phase of this project. In addition, PUD crews will change out existing fuses on poles near 624 Sunset Ave N and in the alley behind 222 Sunset Ave N to improve system reliability in this area. WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO X❑ Year: PAVEMENT CUT: ❑ Yes X❑ No If yes, indicate size of cut: x CONCRETE CUT: ❑ Yes X❑ No If yes, indicate size of cut: x 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 DATE 8/14/2020 ontrac or or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE WORK ON ONE WAY ROAD W/ PARKING LANE FOR PARKING LANE CLOSURE, NO PARK BARRICADES REQUIRED WITHIN CLOSURE AREA , PA FROO r0 O TOW AWAY AREA DISPLAYED 72 HOURS IN ADVANCE OF CLOSURE 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. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED AS NOTED NGriggs 09/09/2020 APPROVAL FOR WORK IN EXISTING CONDUIT AND AERIAL WORK ONLY. NO DIGGING OR BORING APPROVED UNDER THIS REVIEW. O O 36" O MIN. O O O 1 w z Q J 0 z_ Y Q' a a ` O z LLJ Q F- LLJ V) D V) Y a w V) N 48" x 24" i ROADNWORK G20-2 X1 (OPTIONAL) 100' FOR SPEED IT 45 MPH OR OVE) INCLUDE SIDEWALK CLOSURE SIGNS (OPTIONAL) m M x W1-4L i x ROAD i 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 1540 600 1660 720 780 1 840 GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE RECOMMENDED -MAY BE A WORK TRUCK. 5. ALL SIGNS MINIMUM 48" X 48", UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES. SEE TABLE 1 FOR SPACING DISTANCES. 7. ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. 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' 1 123' 1 172' 74' 1 100' 150' SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55-70 MPH 1500'± RURAL HIGHWAYS 60-65 MPH 800'± RURAL ROADS 45-55 MPH 500'± 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) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE 1 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50-70 40 80 35-45 30 60 25-30 1 20 1 40 I CHANNELIZING DEVICE LONGITUDINAL CHANNELIZING DEVICE PORTABLE SIGN AND SUPPORT WORK VEHICLE WITH FLASHING LIGHT WORK AREA SEQUENTIAL ARROWBOARD ALLEY CLOSURE (SOUTH OF EDMONDS ST) SPEED SIGN LIMIT SPACING A, B (FT) 25-30 200 EDMONDS ST 35-40 350 45-50 500 ROAD CLOSED I TO I t THRU TRAFFIC 1 R11-4 1 1 ROAD 1 CLOSED WORK AREA R11-2 1 ® ROAD CLOSED 1 z I R11-2Lli 1 >I Q L,�I �I J QI cn z N 5 1 R11-4 cf)ROAD CLOSED TO ® THRU TRAFFIC BELL ST a;t�1 SNOHOMISH COUNTY pCUM® PUBLIC UTILITY DISTRICT NO 1 POLICE & FIRE TO BE NOTIFIED 72 HRS IN ADVANCE PRIOR TO CLOSURE NON -EMERGENCY POLICE/FIRE FOR CITY OF EDMONDS: 426407-3999 CONTACT POLICE, FIRE, AND EMS TO NOTIFY OF ALLEY CLOSURE TRAFFIC CONTROL PLAN PROJECT REPLACE BO CABLE ON SUNSET AVE N LOCATION ALLEY BEHIND 222 SUNSET AVE N, EDMONDS 98020 ENGINEER BRYAN GREGORY DATE 6/24/2020 ORDER 100053672 PHONE (425) 783-4413 CELLULAR (425) 530-5576 7 SIDEWALK CLOSURE (PEDESTRIAN DETOUR) SP-6 SP-5 W20-1 SIDEWALK CLOSED USE OTHER DE SIDEWALK CLOSED SIDEWALK ~ ROAD CLOSED USE OTHER SIDE WORK BARRICADE, TYP AHEAD Fli EDMONDS ST z z Li w QQ Li J H Q � Li z cf) N Z SNOHOMISH COUNTY pM® TRAFFIC CONTROL PLAN PUBLIC UTILITY DISTRICT NO 1 PROJECT REPLACE BO CABLE ON SUNSET AVE N LOCATION 115 EDMONDS ST, EDMONDS 98020 ENGINEER BRYAN GREGORY DATE 6/24/2020 ORDER 100053672 PHONE (425) 783-4413 CELLULAR (425) 530-5576 WORK ON SHOULDER OR PARKING LANE SPEED LIMIT SIGN SPACING A, B (FT) SHOULDER TAPER (FT) (10' SHOULDER) BUFFER (FT) 25 200 35 55 30 200 50 85 35 350 70 120 40 350 90 170 45 500 150 220 50 500 170 280 55 500 185 335 W21-5 W20-1 4 8" x 2 4" SHOULDER ROAD WORK WORK END < > < G 2 0 — 2 AHEAD ROAD BUFFER SHOULDER TAPER A B 00 O 0 ®� O O O O O O O O O O -.0-EDMONDS ST ~ A ROAD WORK AHEAD W20-1 SNOHOMISH COUNTY pCUM® PUBLIC UTILITY DISTRICT NO 1 SHOULDER OR PARKING LANE M G 2 0 — 2 ROADNWORK 48" x 24" �o TRAFFIC CONTROL PLAN PROJECT REPLACE BO CABLE ON SUNSET AVE N LOCATION 115 EDMONDS ST, EDMONDS 98020 ENGINEER BRYAN GREGORY DATE 6/24/2020 ORDER 100053672 PHONE (425) 783-4413 U N s' N 0 0 Ln cc rq CELLULAR (425) 530-5576 WORK ON SHOULDER OF ONE WAY ROAD 48" x 24' ROADNWORK G20-2 I n D � c,n < �U PLI 157886 C/D D .� _< cn � o FER SHOULDER TAPER SHOULDER OR LL99 O __'4______�PARKING LANE O O O O O O O O O O O O O O O O O O O O CASPERS ST W21-5 W20-1 SHOULDER ROAD WORK WORK AHEAD A I B 4 4 (LOCAL ACCESS ONLY) SIDEWALK h N SIDEWALK � o 0 A z rrC z rT1 ROAD FTl� D D W WORK D END AHEAD G 2 0 - 2 ROAD WORK D W20-1 'CT' 48" x 24" 0 z N N NORTH I BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET)l 155 1 200 1 250 1 305 1 360 1 425 1 495 1 570 1 645 1 730 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' 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 1540 600 1660 720 780 1 840 GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE RECOMMENDED -MAY BE A WORK TRUCK. 5. ALL SIGNS MINIMUM 48" X 48", UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFLECTIVE CONES. SEE TABLE 1 FOR SPACING DISTANCES. 7. ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55-70 MPH 1500'± RURAL HIGHWAYS 60-65 MPH 800'± RURAL ROADS 45-55 MPH 500'± 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) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE 1 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50-70 40 80 35-45 30 60 25-30 20 40 CHANNELIZING DEVICE LONGITUDINAL CHANNELIZING DEVICE PORTABLE SIGN AND SUPPORT WORK VEHICLE WITH FLASHING LIGHT WORK AREA SEQUENTIAL ARROWBOARD �i Pun LAYOUT AND DUCT: REFER TO SHEET 8 SCHEMATIC: REFER TO SHEET S1 VAULT INSPECTION FORM: REFER TO SHEET 9 RIGHT OF WAY AND PUD EASEMENT: SEE LAYOUT 1918-2 FOR TYPICAL VAULT LOCATION AND EAST R/W LINE THE FOLLOWING APPLIES SUNSET AVENUE R.O.W.= 55 FEET PUD EASEMENT = 7 FEET THE FOLLOWING APPLIES EDMONDS STREET R.O.W.= 57 FEET FAULT INDICATORS: AT VAULT A-2064, INSTALL FAULT INDICATOR (CU# D0701) ON CABLE# 100003 PER CONST. STD.# 4-11-22.0. INSTALL FAULT INDICATOR LABEL (STK.# 0385220) ON VAULT COVER, USING RTV SILICONE SEALANT (STK.# 955073). AT VAULT A-36137, INSTALL FAULT INDICATOR (CU# D0701) ON CABLEWS 56435, 56436, 56437, 56438 & 56439 PER CONST. STD.# 4-11-22.0. INSTALL FAULT INDICATOR LABEL (STK.# 0385220) ON VAULT COVER, USING RTV SILICONE SEALANT (STK.# 955073). CONSTRUCTION NOTES: BY PUD OR PUD'S CONTRACTOR AT VAULT A-2062 EXISTING VAULT TO REMAIN. INSTALL (2) NEW 200A 15KV L/B ELBOWS (T1105). TRANSFER (1)EXISTING PRIMARY L/B ELBOW. RECONNECT EXISTING SERVICES. INSTALL CABLE TAGS PER SCHEMATIC. AT VAULT A-2063 EXISTING VAULT TO REMAIN. REMOVE EXISTING 37.5 KVA SUBMERSIBLE XFMR. DIST P- -X SER MAKE SET NEW 50 KVA SUBMERSIBLE XFMR (BE12R). UTC SER MAKE REPLACE EXISTING COVER W/NEW 4'8" x 4'8" x 6" COVER, W/A 36" x 36" GRATE VENT (CAT ID 765638). INSTALL (2) NEW 200A 15KV L/B ELBOWS (T1105). RECONNECT EXISTING SERVICES. INSTALL CABLE TAGS PER SCHEMATIC. AT VAULT A-2064 EXISTING VAULT TO REMAIN. EXISTING 50 KVA SUBMERSIBLE XFMR TO REMAIN. INSTALL (1) NEW 200A 15KV L/B ELBOW (T1105). TRANSFER (1)EXISTING PRIMARY L/B ELBOW. RECONNECT EXISTING SERVICES. INSTALL CABLE TAGS PER SCHEMATIC. AT VAULT A-2065 INSTALL NEW CABLE TAG PER SCHEMATIC. AT VAULT A-53197 INTERCEPT EXISTING UGND 2" CONDUIT & EXTEND TO VAULT. INSTALL (1) NEW 1/0 ELBOW (T1105). INSTALL CABLE TAGS PER SCHEATIC. CABLE ALL FOOTAGES APPROXIMATE FROM A-53197 TO A-2062 520' OF (1) 1/0 AL 15KV CNCTRC NEUT JCKTD PRI IN EXISTING 2" PVC MAKE PO REEL FT MARK TO FROM A-2062 TO A-2063 290' OF (1) 1/0 AL 15KV CNCTRC NEUT JCKTD PRI IN EXISTING 2" PVC MAKE PO REEL FT MARK TO FROM A-2063 TO A-2064 390' OF (1) 1/0 AL 15KV CNCTRC NEUT JCKTD PRI IN EXISTING 2" PVC MAKE PO REEL FT MARK TO TOTAL FOOTAGE OF 1/0 CABLE INSTALLED: 1200' CABLE NOTES: FROM POLE TO A-2062, REMOVE PRIMARY UGND CABLE# 4478. FROM A-2062 TO A-2063, REMOVE PRIMARY UGND CABLE# 2973. FROM A-2063 TO A-2064, REMOVE PRIMARY UGND CABLE* 2974. FROM A-2064 TO A-2065, REMOVE PRIMARY UGND CABLE TAG ONLY # 2977. TOTAL FOOTAGE: 1200' N NORTH LOCATION 310 SUNSET AVENUE NORTH. EDMONDS 98020 AREA LYNNWOOD POLE No PLI 384 SEWS 23 T 27 R 03 DATE 8/10/16 ORDER 100053672 REASON FOR WORK REPLACE BO CABLE FOR ENGINEER B. GREGORY OPERATION 0060 SUNSET AVENUE DRAFTER CTH UGND No 1918-7 APPRovED SNS SCALE NOTED a DATE 8/19/16 DATE WORK COMPLETED FOREMAN SUBSTATION MAPLEWOOD INSPECTOR CIRCUIT NO 12-343 PHASE 3 DATE FEES REQ'D ❑ res ■ No ROAD CROSSINGS ONLY PRIMARY OVERHEAD APPV DATE DESCRIPTION ❑ RESIDENTIAL ❑ COMMERCIAL LEO• REVISIONS APPV NO. DATE DESCRIPTION PRIMARY UNDERGROUND BCF 1 7/20 REV TAKE OFF ❑ RESIDENTIAL & ORD#, ADD ❑ COMMERCIAL DUCT A & FI'S BASIC FEE S LEU# SECONDARY UNDERGROUND BASIC FEES IAS—BUILT I WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONDARY FT mS 3 MISCELLANEOUS FEES VAULT S_ PERMIT S S s S TOTAL DUES_ DATE PAID RECEIPT• ENGINEER BRYAN GREGORY CUSTOM PHONE (425) 783-4413 PHONE PAGER/ DISTRICT PROJECT LEADER: (I PUGET SOUND WORK SITE \\WOODWAY EDMONDS VICINITY MAP PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ EDMONDS EASEMENTS ■ REQUIRED E- 5706 (E) ❑ NOT REQUIRED REQUEST NO. DATE APPROVED FOREIGN CONTACTS ❑ JPN- ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV ■ N/A 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 GIS QC M&R FGIS GIS Ph JOINT USE TION MAP PAGE 454 F5 PRINTED TAGS za VAULT: EXISTING 0 m� CABLE: 100001 THRU 100004 mo QD v 40 LAYOUT LEGEND: IN 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 \ \ A-2064 PRIMARY UNDERGROUND CABLE \ EXISTING \ -•—•—•—•—•- #350 SECONDARY UNDERGROUND CABLE 390/ 4/0 SECONDARY UNDERGROUND CABLE / 400'OF EXISTING 2" PVC / r .........................1/0 SECONDARY UNDERGROUND CABLE m -I—I—I—I—I- STREET LIGHT CABLE \ \ SERVICE CONDUIT \ o t o POLE AND OVERHEAD LINE - - PROPERTY LINE RIGHT-OF-WAY LINE U EXISTING UNDERGROUND CABLE EXISTING DUCT — A, FUTURE DUCT 5------ SANITARY SEWER/MANHOLE ------- D------ STORM DRAIN/CATCH BASIN -------W ------ WATER MAIN/METER \ \ \ \ --�/ Y FIRE HYDRANT STREET LIGHT U * UNDERGROUND LOCATOR MARKER A-2063 EXISTING / \ m 220' OF 344 oz w� DUCT EXISTING BY PUD 2" PVC \ \ \ OA 10' OF (U 2" PVC / QK 10 \ \ >> �m i A-48758 \XISTING A-2062\ \EXISTING / 470'OF� \�\ 332 EXISTING \ / / SNOHOMISH COUNTY 310 PUBLIC UTILITY DISTRICT NO I `\ \� A-53198 \ \�/// �/ \ ORDER 100053672 \ i EXISTING 327 \/ \ \ \ OPERATION 0060 103 / / \ \ SCALE NOTED DFTR CTH \ / 5 / \ i CHKR ES A � \ A-53197 121 EXISTING ENGR B. GREGORY AD SNS 232 \ J NORTH FpMoiL \ 75-357468 BO CABLE �S SUNSET S 120 T AVENUE / 157 157870 \ \ LAYOUT & DUCT LAYOUT 1" = 60' � REV I DRAWING 1 1 1918-8 From: Gregory, Bryan To: Edmonds Engineering Permits Cc: Joint Use Subject: RE: WO 100053672 Permit Application (ENG2020-0316) Date: Tuesday, August 18, 2020 10:23:48 AM Good Morning, I can confirm there is no digging planned with this portion of this job. A majority of the work will be replacing cables along Sunset Ave in the existing conduit out there. A small amount of aerial work will be done, and that is planned to be on our existing poles as well. Regards, Bryan Gregory Snohomish County PUD No. 1 Engineer Distribution Eng Svcs Desk: 425-783-4413 Cell: 425-530-5576 bjgregory(@snopud.com From: Edmonds Engineering Permits <EngineeringPermits@edmondswa.gov> Sent: Tuesday, August 18, 2020 10:18 AM To: Haskin, Beth <BAHaskin@SNOPUD.com> Cc: Joint Use <JointUse@SNOPUD.com>; Gregory, Bryan <BJGregory@SNOPUD.com> Subject: RE: WO 100053672 Permit Application (ENG2020-0316) CAUTION: THIS EMAIL IS FROM AN EXTERNAL SENDER. Do not click on links or open attachments if the sender is unknown or the email is suspect. Hi Beth, I have entered this application (ENG2020-0316) and routed it for review. Can you please confirm if any digging will be done as part of this project, or is all of the work aerial? Thanks! Jen City of Edmonds, Engineering Division Permitting EngineeringPermits@edmondswa.gov