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ENG2020-0256RIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds 98020 ENG2020-0256 www.cityofedmonds.gov Description: PUD-OVERHEAD TO UNDERGROUND CONVERSION FOR GRAPHITE ARTS ISSUED: 09/14/2020 Address: 202 MAIN ST EDMONDS WA 98020-3134 EXPIRES: 03/15/2021 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00454800101300 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 OLSEN MARY TRUST 221 2NDAVE N, EDMONDS WA98020-3103 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 9/14/2020 :»•>/F9:1H ]1 DATE Printed: Monday, September 14, 2020 12:07:28 PM 1 of 2 -1RRRTF WAY EUC PERMIT City of • • • •:• •ENG2020-0256 ., 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. UNDERGROUND UTILITY Call for locates of underground utilities prior to any excavation. LOCATES M INSPECTION TYPE DATE RESULT NOTES COMPLETE X-2 ENGINEERING FINAL** Printed: Monday, September 14, 2020 12:07:28 PM 2 of 2 0 \:L L?,11(7. ANC. 1 s`) u ROW PERMIT NO.: ENG2020-0256 ISSUE DATE: 9/14/20 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: Edmonds Main St OH to UG CONTRACTOR: Snohomish County PUD #1 Mailing Address: PO Box 1107, Everett 98206 State License #: City Business License #: CONTACT: Debra Lawson Phone #: 425-783-4414 Fax #: Email #: DALawson@snopud.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 202 Main St, Edmonds, WA ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: N 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 permit? ANY ASSOCIATED PERMITS? ❑ Yes ❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : -Please see attached sheet - WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ® Year: PAVEMENT CUT: X❑ Yes ❑ No If yes, indicate size of cut: 3' x 5' CONCRETE CUT: X Yes y 5' ❑ ❑ No If es indicate size of cut: 10' 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 DeAra L'Rtivson - T'nAineer TUD DATE 7 6-2o2o Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 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 RESIDENTAL & 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 ROAD WORK OWNER/CONTRACTOR IS RESPONSIBLE FOR AHEAD EROSION CONTROL AND DRAINAGE W20 1 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. ain St .......................................................... ......................;W20-1 .............................. PARKING FROM TO 0 TOW AWAY AREA DISPLAYED 72 HRS IN ADVANCE OF CLOSURE Z GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD SPECS. 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 MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. PHASE - 1 Typical Parking Lane/Sidewalk/Alley Closure o Parking lane on E/B Main St closed between 2nd Ave N &3rdAve N. o Sidewalk on the south side of Main St closed between 2nd Ave N & 3rd Ave N. o Bike Lane not present. o Transit route not present. o REASON: To reroute conduit from existing Pole # PLI352 to J box located near the Alley. (Ground Disturbance Required) NO ENCROACHMENT ON THIS TRAVELED LANEIS PERMITTED. ❑ ❑ o ■ :................................................... 24" x 36" SIDEWALK CLOSED USE OTHER SIDE s�O ROAD WORK AHEAD W20-1 28" REFL. CONE 36" x 24" ALLEY CLOSED Washington Federal Bank 229 Main St Edmonds, WA 98020 *i IA.1= Alley AL DIVISION APPROVED AS NOTED aA h's _09/11/2020 - Lanes are permitted to be shifted as long as each lane has a minimum width of 11'. Use of the parking areas on both sides of Main St and 2nd Ave are permitted. ROAD WORK AHEAD W20-1 TRAFFIC CONTROL PLAN EDMONDS, WA S 71 I ................................................... .......... 24" x 36" B/W SIDEWALK 524 CLOSED AHEAD R9-11 i t LEGEND WORK AREA J BOX LOCATION 28" REFL. CONE SIGN LOCATION PROTECTIVE/WORK VEHICLE NO PARK BARRICADE TREE POLE LOCATION (PLI352) NOT TO SCALE .................... Main St WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR ROAD WORK NAME: Greg Siler AHEAD TCS CARD # 010498 EXP. DATE 1013112020 Greg SiLer ON PUBLIC UTILITY DISTRICT NO. 1 SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55 /70 MPH 1500't RURAL HIGHWAYS 60 /65 MPH 8001t RURAL ROADS 45 / 55 MPH 500't RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350't RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 200't (2) URBAN STREETS 25 MPH OR LESS 100't (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. PHASE - 1 Typical Alley Closure o Alley closed between Main St & James St. o Alley closed between 2nd Ave N & 3rd Ave N. O Closures combine to create (1) work area. o No anticipated pedestrian impact. (This Sheet) O SPOTTER shall assist with local traffic on the east side of the work area. o Bike Lane not present. o Transit route not present. o REASON: To cut asphalt & intercept conduit for new transformer from existing J box. (Ground Disturbance Required) GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD SPECS. 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 MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. Main St PLAQUE*W20-3 PLAQUE CLOSED AHEAD \ W20-3 36" x 24" Main St ALLEY ALLEY PLAQUE CLOSED CLOSED AHEAD W20-3 Z PLAQUE ALLEY a) a' CLOSED 36" x 24" AHEAD .a W20 3 <h ALLEY CLOSED e POTTER 36" x 24" ALLEY CLOSED / ALLEY PLAQUE 36" x 24° CLOSED AHEAD ALLEY W20-3 CLOSED ALLEY PLAQUE CLOSED AHEAD W20 3 I I I I I ALLEY PLAQUE CLOSED AHEAD W20-3 11111111 _ C — ------ �05 IIIIIIII = PLAQUE AHEAD W20-3 1-1 I� TRAFFIC CONTROL PLAN EDMONDS, WA tx� VV S NOT TO SCALE I CCCAIII WORK AREA - J BOX LOCATION NEW TRASFORMER t-I SIGN LOCATION PROTECTIVE/WORK VEHICLE WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR ROAD WORK NAME: Greg Siler AHEAD TCS CARD # 010498 EXP. DATE 1013112020 Greg SiA,ev 52 2 PUBLIC UTILITY DISTRICT CONTRACTOR Public Utility District #1 of Snohomish County SUPERVISOR WO # SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55/70 MPH 15001! RURAL HIGHWAYS 60 /65 MPH 800'± RURAL ROADS 45 / 55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS & URBAN ARTERIALS RESIDENTAL & 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. PHASE - 1 Typical Parking Lane/Sidewalk/Alley Closure O Parking lane on N/B 2nd Ave N closed between 3rd Ave N & 2nd Ave N. O Sidewalk on the east side of 2nd Ave N closed between Main St & James St. O Bike Lane not present. O Transit route not present. TABLE (1) CHANSPACING Ofe DEVICE o REASON: To reroute conduit from existing Pole # PLI348 MPH TAPER TANGENT to new transformer located near the Alley. 50/70 40 80 SPEED 35/45 30 60 30 (Ground Disturbance Required) 25/30 20 40 � PARKING FROM 0 To O TOW AWAYAREA DISPLAYED 72 HRS IN ADVANCE OF CLOSURE 28" REFL. CONE ROAD WORK AHEAD W20-1 } NO ENCROACHMENT ON THIS TRAVELED LANEIS PERMITTED. LEGEND WORK AREA NEW TRANSFORMER 28" REFL. CONE SIGN LOCATION Tatoosh Seafood: 120 2nd Ave N Edmonds, WA 98020 PROTECTIVE/WORK VEHICLE 11 11 11111..................................................................................... 24" x 36" Main St SIDEWALK CLOSED USE OTHER SIDE ♦€ 36" x 24" B/W SIDEWALK CLOSED R9-9 v10 36" x 24" , ALLEY CLOSED ° GRAVEL ■ ° PARKING LOT 36" x 24" B/W SIDEWALK CLOSED R9-9 ROAD WORK AHEAD W20-1 $S 24" x 36" SIDEWALK CLOSED USE y OTHER SIDE ................... .................................................... ................... NO PARK BARRICADE TREE C— — — — — —— POLE LOCATION (PLI348) ''''�����:.................................................. tJames St GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD SPECS. 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 MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN EDMONDS, WA 1_ v, W S NOT TO SCALE MANDATORY CLOSURE AFFECTS BUSINESS DRIVEWAY. PROPERTY OWNER PERMISSION REQUIRED TO BLOCK DRIVEWAY. NOTIFY AFFECTED BUSINESS OF WORK TIMES/DATES. WASHINGTON STATE TRAFFIC CONTROL SUPERVISOR < > ROAD WORK NAME: Greg Siler AHEAD TCS CARD # 010498 EXP. DATE 1013112020 Greg SUtl 'MINN] PUBLIC UTILITY DISTRICT NO. 1 SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55 /70 MPH 1500'1 RURAL HIGHWAYS 60 /65 MPH 800'1 RURAL ROADS 45 / 55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350't RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 200't (2) URBAN STREETS 25 MPH OR LESS 100't (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. Main St ...................... — — — — — — — — — — — :................. .... .... .... ....................................... II I I 24" xx3366"" B/W sml Fwnl KI AHEAD R9-11 ROAD WORK AHEAD \ W20-1 ® WORK AREA 28"REFL. CONE t-I SIGN LOCATION . NO PARK BARRICADE ® POLE LOCATION's (PL1352, PL1348, PL1349, PL1358 & 131070) GENERAL NOTES: t ROAD 0) WORK AHEAD Q W20-1 C N 36" x 24" 36" x 24" CROSSWALK CROSSWALK CLOSED CLOSED R9-3XC R9-3XC EH A, /A(//♦/A, A SPOTTER h 36" x 24" B/W SIDEWALK CLOSED R9-9 NO ENCROACHMENT ON THIS TRAVELED LANEIS PERMITTED. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD SPECS. 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 MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. 11111111 I IT NO ENCROACHMENT ON THIS TRAVELED LANEIS PERMITTED. `-�'r.Illlrrr.�■� • , ,. PA 36" x 24" A �/� ALLEY Q� CLOSED 36" x 24" B/W SIDEWALK CLOSED R9-9 ................................................................ 24" x 36" B/W 36 x 24" B/W SIDEWALK SIDEWALK CLOSED CLOSED AHEAD R9 9 R9-11 I I TRAFFIC CONTROL PLAN EDMONDS, WA lv tx� VV S NOT TO SCALE . ................................................................................ 52 ------ Main St PHASE - 2 Typical Parking Lane/Sidewalk Closure o Parking Lane & Sidewalk closed on the south z side of Main St. a 0 Parking Lane & Sidewalk closed on the east side of 2nd Ave N. O Closures combine to create (1) work area. o SPOTTER shall assist with stray pedestrians. o Bike Lane not present. o Transit route not present. o REASON: To remove existing overhead wire & top poles. ROAD I I I I I WASHINGTON STATE TRAFFIC CONTROL WORK SUPERVISOR AHEAD 24" x 36" B/W ROAD W20-1 I WORK SIDEWALK NAME: Greg Siler AHEAD CLOSED TCS CARD # 010498 EXP. DATE 1013112020 AHEAD I Greg S er James St `... - R9 11 ............................................ I I ,4111 _ � L I_ �---------..e55- 52 2 PUBLIC UTILITY DISTRICT ..................................................................... ..........................................................................................................: + i ! CONTRACTOR Public Utility District #1 of Snohomish County ` SUPERVISOR WO # CONSTRUCTION NOTES (A) POLE 35 RMV SL-113671G (L0216) RMV 4' SL ARM (1­0501) STRIP & TOP 50' POLE, ABANDON TO COMMUNICATIONS NOTE: UG PRI PREVIOUSLY REMOVED UNDER TASK 0060 © POLE 349 RMV SL-113661G (1­0216) RMV 4' SL ARM (L0501) RMV OH XFMR 50-2027 SER: RMV OH XFMR 15-3217 SER: STRIP & TOP 50' POLE, ABANDON TO COMMUNICATIONS © POLE 358 RMV SL-30656 (10205) RMV 4' SL ARM (L0501) STRIP & TOP 50' POLE, ABANDON TO COMMUNICATIONS NOTE: UG PRI PREVIOUSLY REMOVED UNDER TASK 0150 POLE 131070 RMV OH XFMR 75-329575 SER: RMV OH XFMR 75-329573 SER: RMV OH XFMR 75-328941 SER: STRIP & TOP 45' POLE, ABANDON TO COMMUNICATIONS 0 POLE 348 RMV SL-1566 (10201) RMV 4' SL ARM (L0501) STRIP & TOP 45' POLE, ABANDON TO COMMUNICATIONS NOTE: UG SEC PREVIOUSLY REMOVED UNDER TASK 0060 REMOVE CONDUCTOR FROM (A) TO RMV 300' (3) 3/0 AAC PRI & (1) 3/0 AAC NEUT FROM © TO EO RMV 160' (3) 3/0 AAC PRI & (1) 3/0 AAC NEUT REMOVE ALL TPX AND QUAD SEC'D SRV WIRE REMOVE ALL STREETLIGHT SRV WIRE (APPROX 370' OF #2 TPX) A-25400 109-M A-25399 222-M 111-M ` A-47777 269091 FU100 358 Cl\l1161, �� O Z 12-5584 110-M-CDG SL 3 - �� 321 267820 -26639 A-3001 � ��`� A-48404 A- 02 349 ® c A-46108 �ZI 100 �0 61 G161 ��I p/02 S -113 �12 91 50-2027 O 352 229 1?� 315-3217 A-18978 A-51292 13107 75-329575 2 75-329573 -1 671- 3?/ 21 114-M ® 75-328941 218 ° 4 A-10418 348 FU1oo 6 115 r 6p1� 220- M 102 120 SL- 9781-A c A-10419 A-23489 `\ 130-M 123 - 152 120-M �O ,15 P 1000 F�0 cN. 90 A��-1�3 A �7�A-4�4"&�, Nc S" 050 A-51292 A-23489\500 SCHEMATIC BEFORE ST -- 1000 < } / 7, ST A— A-51292 a u N ciQ � A-23489\500 SNONOMISN COUNTr puo R&IC UIILIiv UISIRIC� NO 1 LOCATION 2a2 MMN SISH1,90WOM AREA LYNNWOOD POLE NO 352 SE 1/4S 25 T 27 R03 DATE 10-11-18 ORDER 4�2 REASON FOR WORK ON TO UG CONVER.-FINAL PHASE ENGINEER 0. LAWSON OPERATION 0030 REMOVE OH CONDUCTOR & POLES DRAFTER UGND NO 2479- 200 BLOCK OF MAIN ST APPROVED SCALE NTS PUD MAINT• DATE PRINTED DATE WORK COMPLETED FOREMAN SUBSTATION MPL FEES REO'D DYES ONO, CIRCUIT NO 3L443 PHASE � PRIMARY OVERHEAD I ENGINEER DEBRA LAWSON ❑ RESIDENTAL PHONE 425-783-4414 J.COMNIERCII LEO- 8A 050 A-49695 25 �3 7537 SCHEMATIC AFTER N PLAN VIEW NTS as =s_ PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ COMMERCIAL BASIC FEE S LEU• aS----/ -s SECONDARY UNDERGROUND BASIC FEES a SJ•. S UNDERGROUND PLAT BASIC FEES_ ENGINEERING f FT a S . S PLAT CONSTRUCTION CFT0S S STREET LIGHTING f FT a s S CROSSINGS f FT a S S WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONADARY fFT0S S_ MISCELLANEOUS FEES VAULT S PERMIT S_ s NESC VIOLATIONS ■ NO ❑ YES (SEE NOTES) PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ CITY EASEMENTS ❑ REOUIRED E• ■ NOT REOI DATE SENT TO R/W DATE APPROVED FOREIGN CONTACTS ■ JPN- DOM907 ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV FROM TO TAKE OFF POLE PRE-CONSTR REQUIREMENTS ❑ TREE TRIM ❑ PUD LOCATOR ❑ BACKHOE ❑ ❑ ONE CALL DATE No. STREET LIGHTING TOTAL DUES GIS DATE PAID GIS OC RECEIPT- GIS PN NEW SVCE APPLICATIONS [LOCATION MAP v I�-IIIII 1 1 M/yr, LEGEND: O EXISTING POLE x EXISTING POLE -TO BE REMOVED • NEW POLE x NEW POLE TO REPLACE EXISTING POLE EXISTING DISTRIBUTION LINE ------------ NEW DISTRIBUTION LINE - EXISTING TRANSMISSION LINE ------ NEW TRANSMISSION LINE NEW SECONDARY CONDUCTOR RIGHT-OF-WAY LINE — -- — -- — PROPERTY LINE LINE TO BE REMOVED �i Pun LAYOUT LEGEND: PAD MOUNTED TRANSFORMER ® SUBMERSIBLE TRANSFORMER �J ABOVE GROUND J-BOX 0 SUBMERSIBLE J-BOX Q SECONDARY VAULT PULLING VAULT O 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 Q POLE AND OVERHEAD LINE - - PROPERTY LINE — RIGHT-OF-WAY LINE U EXISTING UNDERGROUND CABLE EXISTING DUCT — FUTURE DUCT ------- S------ SANITARY SEWER/MANHOLE ------- D -----fl STORM DRAIN/CATCH BASIN ------- W ------ WATER MAIN/METER Y FIRE HYDRANT + STREET LIGHT * UNDERGROUND LOCATOR MARKER SCHEMATIC: REFER TO SHEET S1 VAULT INSPECTION FORMS: REFER TO SHEET 6 CONSTRUCTION NOTES: / / 0 6 , / -THIS PROJECT TO BE WORKED WITH CUSTOMER ORD# 100022721 AT POLE PLI 348 Q -POLE 348 TO BE REMOVED ON OH SKETCH (OPER 0030). Z° NEW XFMR TO SERVE METER AT 115 TO BE SET UNDER ORD# 100022721. N AT POLE PLI 352 -PULL EXISTING (3)1/0 TPX AL UG PRI FROM RISER AND RE-ROUTE INTO JBOX A-51292. -INSTALL (3) 200A LB ELBOWS (T1105). -INSTALL CABLE TAGS PER SCHEMATIC. -POLE 352 TO BE REMOVED ON OH SKETCH (OPER 0030). POLE TO BE REMOVED — ON OH SKETCH OPN# 0030 CABLE NOTES: FROM PLI 348 TO A-23489, REMOVE PRIMARY UGND CABLEWS 53099, 53100 & 53101. TOTAL FOOTAGE: 175' EXISTING EDMONDS POST OFFICE 201 /® 4 tiiq f� STR RE-ROUTE EXISTING POLE TO BE REMOVED CABLE FROM A-48404 ''ONE SKETCH OPN# 0030 TO A-51292 A-51292 PLI 352 EXISTING c C, 115 15 REMOVE CABLEWS 53099, \� // / \ 53100 & 53101, ABANDON / \ \PLI 348 \ 175OF 4" PVC 214-M / \ J / \ \ \ \ A-23 \ EXIS WASHINGTON FEDERAL SAVINGS 229 218 \ 202 \ T N \ / \ 2-M \ 120-M � \ \ k, OJ / LAYOUT 1" = 30' LOCATION 202 MAIN ST EDMONDS 98020 AREA LYNNWOOD POLE NO SEWS 23 T 27 R 3 DATE 2/14/18 ORDER 100004907 REASON FOR WORK PROVIDE 10 & 30 PRIMARY UNDERGROUND ENGINEER D.LAWSON OPERATION 0060 DISTRIBUTION SYSTEM FOR DRAFTER J. SOLVBERG UGND No 8056-5 OVHD TO UGND CONVERSION APPRoveD EFB SCALE NOTED 200 BLOCK OF MAIN ST EDMONDS & DATE 3/26/18 DATE WORK COMPLETED FOREMAN SUBSTATION MAPLEWOOD INSPECTOR CIRCUIT NO 12-343 PHASE 1 2 33 DATE FEES REQ'D ❑ YES ■ NO ROAD CROSSINGS ONLY PRIMARY OVERHEAD APPV DATE DESCRIPTION ❑ RESIDENTIAL ❑ COMMERCIAL LEO# REVISIONS .+ =S APPV NO. DATE DESCRIPTION PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ COMMERCIAL BASIC FEE S LEU• o sue'= S SECONDARY UNDERGROUND BASIC FEES 0 sue'- S WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONDARY FT m S = $ AS -BUILT APPV NO. DATE DESCRIPTION MISCELLANEOUS FEES VAULT S_ PERMITS S— s— S TOTAL DUES — DATE PAID RECEIPT# ENGINEER DEBRA LAWSON CUSTOMER PHONE (425) 783-4414 PHONE PAGER/ P(I SOUND WORK SITE WOODWAY EDMONDS VICINITY MAP PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ EDMONDS EASEMENTS ■ REQUIRED E- ❑ NOT REQUIRED REQUEST NO. DATE APPROVED FOREIGN CONTACTS ■ GTNW JPN# 1-4907 ■ CATV JPN- 1-4907 ❑ JOINT BORE FRONTIER & CATV POLE STENCILING FROM TO TAKE OFF POLE PRE-CONSTR REQUIREMENTS ❑ TREE TRIM ❑ PUD LOCATOR El BACKHOE ❑ ■ ONE CALL DATE STREET LIGHTING ■ YES ❑ NO M&R AS -BUILT GIS GIS QCJ M&R GIS Phl IJOINT USE LOCATION MAP PAGE 454,F5 PRINTED TAGS zo VAULT: EXISTING o �m DD CABLE: EXISTING rn u 40