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APPROVED ENG2025-0047 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NU BE City of Edmonds - N, Edmonds WA 9:0ENG2025-00471 www.edmondswa.govi Description: PUD - MOVE POLE FOR DEVELOPMENT ISSUED: 03/03/2025 Address: 23706 84TH AVE W EDMONDS WA 98026-8901 EXPIRES: 09/03/2025 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00463300800104 I 11-14111 a i NAME TYPE NAME ADDRESS PHONE APPLICANT MOE MATTHEWS PO BOX 1107, EVERETT WA 98206 (425)783-5681 CONTACT SNOHOMISH COUNTY PUD PO BOX 1107, EVERETT WA 98206 (425)238-7372 CONTRACTOR SNOHOMISH COUNTY PUD PO BOX 1107, EVERETT WA 98206 (425)783-4353 OWNER PINE COURT ESTATES LLC 10511 19TH AVE SE C, EVERETT WA 98208 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $49.00 $49.00 ENG - INSPECTIONS-1.1.25 $274.00 $274.00 ROW - STANDARD - 1.1.25 $411.00 $411.00 REQUIREMENTS 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 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. RELEASED BY: MAJ DATE: 03/03/2025 Printed: Monday, March 03, 2025 3:45:59 PM 1 of 2 RIGHT OF WAY EUC PERMIT ME City of • • ... - •:� 1 11� www.edmondswa.gov • • CONDITIONS CONDITION TYPE ALERT RESIDENTS ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START. 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. MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD ESC REQUIREMENTS 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. SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT. INSPECTIONS www.mybuildingpermit.com POTHOLING VERIFY CLEAR BORE CROSSINGS. RESTORE LANDSCAPE Restore landscape to like or better conditions Sound or 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 AND 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 and activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. 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 A-1 JOB START E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL** Printed: Monday, March 03, 2025 3:45:59 PM 2 of 2 RIGHT OF STAY CONSTRUCTION PERMIT IT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E6n. RESUB FEB 21 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT If any field is not applicable to your project, write "N/A" instead of leaving blank. All fields required. Incomplete Applications will be denied. SECTION A GeneralInfo Project Name Pine Court Estates Site Address or if no site address use Property Address at NW corner of project area: 23706 84th Ave W, Edmonds 98026 Associated Permits: BLD PLN ENG Owner and Entity Holdingapplicable) Name of Company Snohomish County PUD Franchise Ordinance No: Point of Contact Karl Haack Title Sr Engineering Technician Address 21014 63rd Ave W City Lynnwood State WA Zip 98036 Phone425-238-7372 Email kjhaack@snopud.com/permits@snopud.com Contractor and Authorized Agent of Oivner Name of Company Same as above (see note belo-'v) Contractor Contacts During Construction Primary Name Same as above Agent Name Title Title Mobile Address Email City State Zip Secondary Name Phone Title Email Mobile City of Edmonds Business License No: Email State License No: 313-005-741 o Contractor verifies it is currently bonded to Contractor verifies it currently has general liability insurance NOTE: ECDC18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. •• of Development — Check ALL that apply ❑ Multifamily residential ❑ Commercial ❑ City project e Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: e Utility Franchise Work associated with development (check one of the above boxes as weln ❑ Traffic Control Only (no associated development) ❑ Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page i of 3 Updated 3/25/2021 Include an overall narrative description of the proposed work. Be specific and detailed: Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc. Include whether this is construction, maintenance, or repair. Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for underground utilities, etc.) On WO 100129798: Replace existing bad order distribution pole. 2 day partial lane closure of southbound 84th Ave W between the hours of 8:00am and 4:00pm. Work site: 23706 841h Ave W. "'^ Iron 40—ming -^9i4e- no pavement cut. Pole to beset in soft surface. Traffic control by PUD. PUD to transfer riser conduit, overhead transformer and all District owned electrical lines. Pole to be set behind new sidewalk installed by KLP Homes. On WO 100128093: Install (1) 2" 1 PH primary riser, fuse cut out and pothead arm on new pole from WO 100129798. Run 110 AL CNCT NEUT primary cable from new pole to new pad mount transformer set on private property in customer installed conduit. 1 day partial lane closure of southbound 84th Ave W between the hours of 8:00am and 4:00pm. Work site at 23706 84th Ave W. Al@ 409 #iFRFAiF1@ FRGIWiF94, no pavement cut. Soft surface work. Traffic control by PUD. NOTE: New pole must be 50', per PUD standard all 3 phase poles must be minimum CL1 50'. 2/21/2025 Revision: 6cope ot work now involves trimming or removing a tree that lies on private property a 23626 84th Ave W. The tree itself is on private property, but PUD will be set up in the ROW to perform this work. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF x LF SF N/A Alley 72 hours + LF x LF SF N/A Parking 72 hours + LF x LF SF N/A SECTION B -If you are not a utility company performing work in the City ROW, skip to SECTIONC. . The work in the right of way is on or for the following type of facilities: ❑ telecommunications ❑ cable a power ❑ gas ❑ water ❑ sewer ❑ storm Details of • to be CompletedNo i. Does the utility owner have existing overhead infrastructure in the area of work? Yes 2. Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)? Yes If Yes, describe: 2" Riser, vaults and pedestals on private property 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? No 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existing underground common utility stem? No 5. Does the work involve proposed additions to an aboveground utility stem? If es: Yes Are the additions for the purpose of serving new commercial development? No Are the additions for the purpose of serving a single-family residential subdivision? Yes Details of Worl� to be Completed Yes 6. Does your project involve rebuilding or replacing utility equipment which currently serves more —No than one lot or commercial development? If yes, answer the following questions related to project area, i.e. the actual area in which the Yes project is proposed: 6a. Does your project involve wires/cables/lines? If yes: Yes How many are existing? 16 1 How many are to be added? 1 underground City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: I Yes How many poles are existing in the project area? 1 What is the height of the existing poles? 45' How many poles are to be removed? 1 Are additional poles to be laced? Yes How many? 1 1 1 What is the height of the additionalpoles? 150, 6c. Are any poles to be modified/rebuilt/replaced? If yes: Yes How many? 1 1 1 What is the height of the poles after? 50' Describe the modification rebuild: Replaced behind future sidewalk SECTION C Traffic Control and Public Safety. 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. Restoration shall 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. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior tc any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all permit fees. APPLICANT SIGNATURE: DATE: 1/31/25 APPLICANT PRINTED NAME: APPLICANT TITLE: Haack Technician NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction peimiit Application --Page 3 of 3 Updated 3/25/2021 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM LAYOUT LEGEND: ® PAD MOUNTED TRANSFORMER ® SUBMERSIBLE TRANSFORMER Q ABOVE GROUND J-BOX Q SUBMERSIBLE J-BOX ® SECONDARY VAULT 1 PULLING VAULT PAD MOUNTED SWITCH CABINET Q SUBMERSIBLE SWITCH CABINET © SMALL SECONDARY PEDESTAL © LARGE SECONDARY PEDESTAL ® 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 - O POLE AND OVERHEAD LINE PROPERTY LINE RIGHT-OF-WAY LINE U EXISTING UNDERGROUND CABLE EXISTING DUCT FUTURE DUCT S---O SANITARY SEWER/MANHOLE DSO STORM DRAIN/CATCH BASIN W—WATER MAIN/METER Y FIRE HYDRANT $i STREET LIGHT _ * UNDERGROUND LOCATOR MARKER SCHEMATIC LEGEND: • 10 TRANSFORMER 3 0 TRANSFORMER O SUBMERSIBLE TRANSFORMER ❑ 200 AMP J-BOX ■ 600 AMP J-BOX FUSE PRIMARY UNDERGROUND CABLE ABANDONED PRIMARY UNDERGROUND CABLE OVHD EXISTING OVERHEAD I DISCONNECT SWITCH, NORMALLY OPEN --— DISCONNECT SWITCH, NORMALLY CLOSED I STANDOFF BRACKET — • FEEDER LINE $— PULL THRU BOX FEED THRU BUSHING ON TRANSFORMER FAULT INDICATOR --ADDITIONAL UGND TAPPED AT T/O POLE CONSTRUCTION NOTES BY PUD OR PUD'S CONTRACTOR FRnM NFW POI F T(1 A-1 AT NEW POLE SET ON WO 100129798 INSTALL 7.2kVA 10 UG TERMINAL POLE ASSY (12U111). INSTALL X'OF 1/0 AL 15kV CNCTRC NEUT FROM POLE TO A-1(CO902). INSTALL (1) 1/0 AL AL 15kV TERMINATION (T1013). _ FUSE UNGO LATERAL FU 40 AMPS INSTALL CABLE TAGS PER SCHEMATIC AT VAIII T A-1 INSTALL 37.5 kVA 240/120 PADMOUNT XFMRf (BC12P, 12U612). INSTALL (U 1/0 LOAD BREAK ELBOW (T 1105). INSTALL (1) DUST CAP (T1701). INSTALL (2)NEW SM SEC PEDS W/5-POS TERM BARS AS STAKED OU80U. INSTALL 350 KCMIL AL SEC FROM XFMR TO SM SEC PEGS (C1204). TRANSFORMER 7200-240/120V BY PUD OR PUD'S CONTRACTOR A— 1 37.5 KVA UTC SER MAKE V AU L T BY PUo 42" x 42" x � O" CONCRETE OPEN BOTTOM W/A 21" x 25' ACCESS HOLE GENERAL NOTES: CUSTOMER TO PROVIDE VAULT PIT (60" x 60" x 28") W/A 6" BED OF 5/8 MINUS GRAVEL. ALL PRIMARY CONDUIT BENDS SHALL BE RIGID STEEL OR FIBERGLASS SELECTRICAL CONDUIT W/A MINIMUM RADIUS OF 24". THE TOTAL DEGREE OF BENDS SHALL NOT EXCEED 180 CUSTOMER TO PROVIDE TRENCH W/A MINIMUM DEPTH OF 3' TO TOP OF CONDUIT. MAXIMUM ALLOWED DEPTH IS 5'. ALL CONDUITS SHALL ENTER THE VAULT PARALLEL TO THE FLOOR AT 90° TO THE VAULT WALL AND IN SUCH A WAY AS TO MAINTAIN CABLE ROTATION AND NOT INTERFERE W/ OTHER CONDUIT ENTRANCES. XFMR'S SHALL BE PROTECTED BY GUARD POSTS WHEN EXPOSED TO VEHICLE TRAFFIC PER WAC 296-46B-450. THE CUSTOMER SHALL PROVIDE ALL NECESSARY TIME, EQUIPMENT, MANPOWER, PAPERWORK, ADMINISTRATION FEES AND PERMITS AS REQUIRED BY LAW. FOR TRENCHING AND VAULT EXCAVATIONS, THE CUSTOMER AGREES THAT IN ANY WORK OR OPERATION INVOLVING TRENCHING, WHERE THE DEPTH WILL EXCEED 4',THAT THE CUSTOMER SHALL PROVIDE ADEQUATE SAFETY SYSTEMS FOR SUCH TRENCHING AND EXCAVATION THAT MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,CHAPTER 49.17 RCW. THE SAFETY SYSTEMS ARE TO BE UTILIZED FOR ALL JOINT TRENCH UTILITIES INSTALLING FACILITIES IN THE CUSTOMER PROVIDED TRENCH. IT SHALL BE THE CUSTOMER'S RESPONSIBILITY TO PROVIDE AND MAINTAIN THE INTEGRITY OF THE TRENCH (SHORING, SLOUGHING, WATER PUMPING, ETC.) UNTIL ALL UTILITIES HAVE THEIR FACILITIES INSTALLED. THE CUSTOMER IS RESPONSIBLE TO GIVE JOINT TRENCH UTILITIES TWO WORKING DAYS NOTICE PRIOR TO BACK FILLING, UNLESS OTHERWISE AGREED UPON AMONG ALL CONCERNED PARTIES AT THE PRECONSTRUCTION MEETING. ALL CONDUITS USED FOR PRIMARY CONDUCTORS WILL REQUIRE FIBERGLASS OR STEEL ELBOWS IF ELBOWS ARE NEEDED. TRENCH MINIMUM WIDTH IS 36" AND MAY INCREASE DEPENDING ON THE SIZE AND NUMBER OF THE CONDUITS THE DISTRICT AND OTHER UTILITIES ARE INSTALLING TO KEEP PROPER CLEARANCES. IT SHALL BE THE CUSTOMER'S RESPONSIBILITY TO CONTACT THE OTHER UTILITIES, PRIOR TO TRENCHING, TO DETERMINE THE NUMBERS OF CONDUITS AND THEIR SIZES. THIS WILL DETERMINE THE TRENCH WIDTH. TRENCH SHALL BE WIDE ENOUGH TO ACCOMMODATE PROPER CLEARANCES FOR POWER, TV AND TELEPHONE INCLUDING STUB OUTS. STUB OUTS TO BE DUG AS TRENCHING PROGRESSES. THE CUSTOMER SHALL SUPPLY AND INSTALL ALL MATERIALS RELATED TO EROSION CONTROL AS REQUIRED BY THE GOVERNING DISTRICT/MUNICIPALITY WHILE CONSTRUCTING FACILITIES. (THIS INCLUDES, BUT IS NOT EXCLUSIVE TO, STRAW, STRAW SPREADER, SILT FENCING, ETC.) CONSTRUCTION OF PUD FACILITIES IN THE EASEMENT AREA MAY CHANGE DUE TO UNDERGROUND OBSTACLES (WATER, SEWER, DRAINS, ETC.) LOCATED ON OR NEAR PROPERTY CORNERS. THE PUD ENGINEER AND INSPECTOR SHALL BE NOTIFIED OF AND REVIEW ANY CHANGES PRIOR TO CONSTRUCTION. WHILE UNDER CONSTRUCTION, PUD FACILITIES SHALL BE INSPECTED BY PUD LINE INSPECTORS. 6"-8" OF SELECT BACKFILL SHALL BE PLACED ABOVE POWER AND COMMUNICATION CONDUITS TO PREVENT CRUSHING. SAND SHALL BE REQUIRED IF SELECT BACKFILL IS UNAVAILABLE. SELECT BACKFILL IS DEFINED BY THE DISTRICT AS SELECTED NATURAL EARTH SOIL CONTAINING NO ROCKS OR OTHER NATURALLY OCCURRING OBJECT LARGER THAN AN AVERAGE SIZE THUMBNAIL. BACKFILL SHALL NOT CONTAIN CRUSHED ROCK OR OTHER SHARP OBJECTS, WHICH COULD DAMAGE THE INTEGRITY OF A CONDUCTOR OR CONDUIT. CABLE ALL FOOTAGES APPROXIMATE BY PUD OR PUD'S CONTRACTOR FROM POLE TO A-1 X' OF (1) 1/0 AL 15KV CNCTRC NEUT JCKTD PRI IN 2" PVC MAKE PO REEL FT MARK TO 15' OF 350 AL TPX SEC IN 3" PVC DUCT O X. OF 2" PVC BY CUSTOMER I I I I I I I � I <z --- l LOT 3 �w LOT 2 LOT_ 1S �- - A-1 --- _. -'FF4ic ----- - 30 AQCES� UTILITYY EASEMENT 90' STEEL OR FIBEI ELBOW I I I I I I I I I _S__ 238TH ST SW LAYOUT 1" = 60' OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROLAND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. NEW POLE SET ON WO •100129798 OD A NEW POLE 37.5 = KVA rnNE:�� 37.50 0 0 KVA x 0 x 0 x 0 O O O N NORTH SNOHOMISH COUNTY puo Fl X OTRITY OISTXICT X I LOCATION 23706 84TH AVE W.EDMONDS 98026 AREA SOUTH COUNTY POLE NO SWIT 31 T 27 R 4 DATE 1/31/25 ORDER f00128093 REASON FOR WORK PROVIDE 10 PRIMARY ENGINEER K HAACK OPERATION 0060 UNDERGROUND SERVICE FOR DRAFTER UGND NO PINE COURT ESTATES APPROVED SCALE NOTED onrE DATE WORK COMPLETED FOREMAN SUBSTATION INSPECTOR CIRCUIT NO PHASE DATE FEES REO'D ■YES ONO ROAD CROSSINGS ONLY PRIMARY OVERHEAD APPV DATE I DESCRIPTION 0 RESIDENTIAL ❑ COMMERCIAL LEO• REVISIONS a E= t APPV NO. DATE DESCRIPTION PRIMARY UNDERGROUND OR SIDENTIAL PERMITS (DATE GRANTED) ❑ COMMERCIAL ❑ TREE TRIM EU• BASIC FEE s 0 STATE ❑ COUNTY SECONDARY UNDERGROUND • clTr EDMON05 0 BASIC FEES a E11= E EASEMENTS ■ REQUIRED Ex ❑ NOT REQUIRED REQUEST NO. DATE APPROVED FOREIGN CONTACTS ❑ JPN+ 13 JOfNT TRENCH ZIPLY & CATV ❑ JOINT BORE ZIPLY & CATV ■ N/A POLE STENCILING WORK IN RIGHT OF WAY FROM TO AS -BUILT ❑ PRIMARY TAKE OFF POLE ❑ SECONDARY PRE-CONSTR REQUIREMENTS APPV N0. DATE DESCRIPTION FT a s = t ❑ TREE TRIM ❑ PUD LOCATOR MISCELLANEOUS FEES ❑ BACKHOE ❑ VAULT s ■ ONE CALL DATE PERMIT E t STREET LIGHTING E ❑ YES ■ NO E MR AS -BUILT TOTAL DUES I CIS DATE PAID IGIS QC M&R RECEIPT- IGIS Phl IJOINT USE ENGINEER K HAACK CUSTOMER LARRY KIEL LOCATION MAP PAGE 474. J2 PHONE 425-670-3208 PHONE 425-754-8686 CELLULAR 425-238-7372 CFGER/AR PRINTED KING WORK SITE SCHEMATIC NTS VICINITY MAP RECEIVED E Applicant shall repair/replace all ENGINEERING DIVISION TAGS - damage to utilities or frontage improvements in City right-of-way APPROVED AS NOTED VAULT Feb 03 2025 g Y per city standards that is caused or P Y CABLE CITY OF EDMONDS C" G7 %r occurs during the permitted project. �II 02/27/2025 DEVELOPMENT SERVICES Z DEPARTMENT X LLa CONSTRUCTION NOTES • PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION 23706 84TH AVE W, EDMONDS WA 98026 SOUTH COUNTYAREA A AT POLE PLI 15294: POLE NO. PLI 15294 SW1/4S 31 T 27 R 4 DATE 4/1/2024 ORDER 100129798 SET NEW 50' CL1 WOOD POLE 7' WEST AND 3' SOUTH AS STAKED. SET POLE 7' DEEP W/GRNDS. REASON FOR WORK REPLACE BO POLE PLI 15294 ENGINEER K HAACK OPERATION 0030 DRAFTER U.G. NO. FRAME POLE PER ASSY AS12F337 (11' DOUBLE ALLEY ARM TANGENT). INSTALL ST LIGHT BRCKT (1001480) ON NEW POLE. SCALE 1" = 50' INSTALL 10 XFMR MOUNTING AS12V601 ON NEW POLE. RMV XFMR R-5328-S FROM OLD POLE APPROVED & DATE PRINTED UTC R-5328-S DATE WORK COMPLETED DATE FOREMAN FEES REQ'D ❑ YES ■ NO PRIMARY OVERHEAD ❑ RESIDENTIAL ❑ COMMERCIAL LEO NO. '@$ =$ SECONDARY OVERHEAD BASIC FEE s METER/CONV. POLE s PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ COMMERCIAL BASIC FEE S LEU NO. SECONDARY UNDERGROUND BASIC FEE S UNDERGROUND PLAT BASIC FEE S FTAS '=$ STREET LIGHTING q FTAS _$ WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONDARY (� FTA$ '=$ MISCELLANEOUS FEES VAULT S PERMIT S s s s s TOTAL DUE S DATE PAID RECEPT NO. SERVICE ORDER NO. I FC.'FNn: NESC VIOLATIONS ■ NO ❑ YES (SEE NOTES) PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ CITY EDMONDS Fl EASEMENTS ■ REQUIRED ❑ NOT REQUIRED DATE RELEASED FOREIGN CONTACTS ■ JPN# ❑ JOINT TRENCH ZIPLY & CATV ❑ JOINT BORE ZIPLY & CATV POLE STENCILING FROM TO TAKE OFF POLE PRE-CONST. REQUIRMENTS ❑ TREE TRIM ❑ PUD LOCATOR ❑ BACKHOE ■ FLAGGING ■ ONE CALL DATE 4/6/24 No. 24124980 STREET LIGHTING ❑ YES ■ NO M&R AS -BUILT GIS GIS QC M&R GIS Ph JOINT USE LOCATION MAP PAGE 474, J2 a EXISTING POLE X EXISTING POLE -TO BE REMOVED • NEW POLE X NEW POLE TO REPLACE EXISTING POLE SUBSTATION RICHMOND PARK CIRCUIT NO. 12-5217 PHASE 123 ENGR'S TEL. # 425-670-3208 ENGR'S CELL # 425-238-7372 RECEIVED Feb 03 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N SER 79105L%5 MAKE RYE SET NEW 10 120/240V 50 KVA XFMR ON NEW POLE UTC SER MAKE TRANSFER STREET LIGHT SL-130516-A TO NEW POLE. TRANSFER (2) OH SVCS TO NEW POLE. INSTALL DG (G0113) AND AHR (A0101) L = 10'W. INSTALL (1) 10 SEC 3" RISER ON NEW POLE (AS1U705). INSTALL NEW LRG SEC PED 1' SOUTH OF NEW POLE. RMV OLD PED. RUN 55' OF 350 KCMIL FROM NEW POLE TO NEW PED. TRANSFER (1) UG SVC RUN INTO PED. TRANSFER (3) OH SPANS OF 336 AAC PRI AND 3/0 NEUT TO NEW POLE. STRIP AND TOP OLD POLE TO COMMUNICATIONS. TRANSFER OF UTILITIES, REMOVAL OF POLE AND FINAL RESTORATION TO BE CONSISTENT WITH APPLICABLE POLE ATTACHMENT AGREEMENT(S) AND JOINT OWNERSHIP POLE AGREEMENT. PAVEMENT EDGE I I 23622 23626 WATER MTR TBR \ PLI 15295 - - - - P L = 10' SFR TBR LAYOUT 1" = 50' EXISTING 3" CROSSING, -P I M I c I C I R-5328-S PLI 15294 SL-130516-A O � � I 23709 C I I o I I 23711 00 50 KVA PH 4 NEW POLE I O 2 0 000 SCHEMATIC NTS I I SHEET OF m N Ln J d L. 0 Cl 0 m w J ~ Q SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM LANE CLOSURE ON A TWO-LANE ROAD (TWO FLAGGER OPERATION) ROAD W20-1 WORK AHEAD x ONE LANE W20-4 ROAD = AHEAD x L,J W20-7A i Q x = o M. O 000 0p o N to 0 ® O O O zo � 3 0 ZZWZ Q O -' J 0 Nz � O O O O O x G20-2 ROADWORK 48" x 24" (OPTIONAL) ENGINEERING DIVISION APPROVED AS NOTED %di (,1/1"&.. 4z 02/27/2025 vv 48" x 24" s ROADNWORK G 2 0- 2 x (OPTIONAL) 0 0 N NORTH I VICINITY MAP 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. = z :* D TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP x W20-7A x ONE LANE AL ROAD W20-4 AHEAD x ROAD = WORK W20-1 AHEAD RECEIVED Feb 03 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W20-78 BE PREPARED TO STOP OPTIONAL IF 40 MPH OR LESS THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING. YES ❑ NO ❑ INITIAL RK td i'E 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 1 40 1 45 1 50 55 60 1 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' 1 123' 1 172' 74' 1 100' 150' TABLE 1 CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50-65 10 TO 20 80 35-45 10 TO 20 60 25-30 10 TO 20 40 1111:101*011E O CHANNELIZING DEVICE r FLAGGING STATION = PORTABLE SIGN AND SUPPORT �® WORK VEHICLE WITH FLASHING LIGHT WORK AREA