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ROW Permit Application Recd 3-19-19.pdfOf Eviti?- - ROW PERMIT NO. ; ENG ISSUE DATE: AiGHT=OF-VJAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: Replace 3 poles, eliminate 1 pole CONTACT: Daniel Luu CONTRACTOR: Snohomish County PUD Mailing Address: PO BOX 1107, Everett, WA 98206 State License #: City Business License #: Phone #: 425-783-4174 Fax #: Email #: dcluu@snopud.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 23901 78th Ave W, Edmonds, WA 98026 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 permit? ❑ Yes ❑ No ANY ASSOCIATED PERMITS? �BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : The PUD needs to replace poles PLI 15469, 15470, and 15471. The PUD also needs to eliminate PLI 15492 and do maintenance on PLI 15472. Work is expected to take a few days. Partial lane closure and/or full lane closure needed to complete this work. WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes 0 No If yes, indicate size of cut: x CONCRETE CUT: 0 Yes 0 No If yes, indicate size of cut: x RIGHT-OF-WAY AREA CLOSURE 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 lz_ DATE Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE O PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION 23901 78TH AVE W. EDMONDS, WA 98026 LYNNWOODAREA POLE NO. PLI 15469-15471 SE1/4S 31 T 27 R 4 DATE 3/19/2019 ORDER 100042354 REASON FOR WORK REPLACE POLES PLI 15469-15471, ENGINEER DCLUU OPERATION 0030 MAINTENANCE ON 15472 & 15492 DRAFTER U.G. NO. SCALE 1" = 10 0' APPROVED & DATE PRINTED DATE WORK COMPLETED FOREMAN FEES REQ'D ❑ YES ■ NO PRIMARY OVERHEAD ■ RESIDENTIAL ❑ COMMERCIAL LEO NO. @$ _� SECONDARY OVERHEAD BASIC FEE E @$ '=S METER/CONV.POLE s PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ COMMERCIAL BASIC FEE 3 LEU NO. SECONDARY UNDERGROUND BASIC FEE @S '=S UNDERGROUND PLAT BASIC FEE E ri FT.@S =S STREET LIGHTING (� FT.@S '=S WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONDARY (� FT.@S '=S MISCELLANEOUS FEES VAULT 8 PERMIT S S s S TOTAL DUE S DATE PAID RECEIPT N0, SERVICE ORDER NO. FC.FNn: ENG AS -BUILT VERIFICATION DATE ❑ PHASING, TAPS & FUSING SUBSTATION BAL / RPK ❑ POLE & VAULT STENCILS ❑ CABLE TAGS CIRCUIT NO. 261/5217 PHASE 1 / 2 ❑ FRAMING ❑ EQUIPMENT LOCATION VERIFIED BY DATE NESC VIOLATIONS ❑ NO ■ YES (SEE NOTES) PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ CITY EASEMENTS ❑ REQUIRED ■ NOT REQUIRED DATE RELEASED FOREIGN CONTACTS ■ JPN# ❑ JOINT TRENCH FRONTIER & CATV ❑ JOINT BORE FRONTIER & CATV POLE STENCILING FROM TO TAKE OFF POLE PRE-CONST. REQUIRMENTS ■ TREE TRIM ❑ PUD LOCATOR ❑ BACKHOE ■ FLAGGING ■ ONE CALL DATE No. STREET LIGHTING ■ YES ❑ NO M&R AS -BUILT GIS GIS OC M&R GIS Ph JOINT USE LOCATION MAP PAGE 475 A2 O EXISTING POLE X EXISTING POLE -TO BE REMOVED • NEW POLE NEW POLE TO REPLACE EXISTING POLE ENGR'S TEL. # 425-783-4174 ENGR'S CELL # 425-315-3529 N SCHEMATIC NTS BEFORE 37 TO BALLINGER CKT# 12-261 TO RICHMOND PARK CKT 12-5217 15• F25 O EBG-10 2540 TO RICHMOND PARK CKT# 12-2048 37 15 15 0 37 37 TO BALLINGER CKT# 12-261 TO RICHMOND PARK CKT 12-5217 AFTER 25 0 37 25 15• 5 0 --------- 40 15 EBG-10 37 TO RICHMOND PARK CKT# 12-2048 15 15 0 SHEET 1 OF 2 CONSTRUCTION NOTES O POLE PL1 15469 (EBG-10): - SET NEW 50' CL1 POLE W/ GND PLATE 7' DEEP, 46' E OF EXISTING (PW1050, N0110). - FRAMING DETAILS: - 10 DEADEND ASSEMBLY (12V109, W/ SIDEWALK GUY ASSEMBLY G0107). - 10 DEADEND ASSEMBLY (12V109, E0202, E1040, SLACK SPAN TO POLE PL1 15602). - HANG (1) NEW 15KVA 240/120V OH XFMR AND 6A FUSE (12F601, BA21L, E1006). DIST #15--------- SER #-------- VOLTS =------- /-------- / -------- USE NEW XFMR TO SUPPLY POWER FOR HOUSE 23803. RE -USE EXISTING OH TRIPLEX. - INSTALL NEW 10' STREET LIGHT MAST (L0504), TRANSFER EXISTING LED LUMINAIRE SL-128361-A. - TRANSFER PRI/SEC/NEUT WIRES. MATCH EXISTING LINE TENSION. SPLICE ADDITIONAL WIRE AS NEEDED. - STRIP, TOP, & ABANDON PL1 15469 AND 15492 STUBS TO FRONTIER/TV. OB POLE PL115470: - SET NEW 50' CL1 POLE W/ GND PLATE 7' DEEP, 2' W OF EXISTING (PW1050, N0110). - FRAMING DETAILS: - 10 DEADEND ASSEMBLY (12109). - HANG (1) NEW 25KVA 240/120V OH XFMR AND 8A FUSE (12F601, BA21N, E1008). DIST #25--------- SER #-------- VOLTS =------- /-------- /-------- - REMOVE XFMR 25-11546 AND LB CUTOUT, SER #-------- - INSTALL NEW 8' STREET LIGHT MAST (L0503), TRANSFER EXISTING LED LUMINAIRE SL-129978-A. - INSTALL (1) 3/8" DOWN GUY AND ANCHOR, L = 20' N (G0113, A0101). - TRANSFER PRI/SEC/NEUT WIRES. MATCH EXISTING LINE TENSION. SPLICE ADDITIONAL WIRE AS NEEDED. - STRIP OLD POLE, TOP, & ABANDON POLE STUB TO FRONTIER/TV. 0 POLE PL1 15471: - SET NEW 50' CL1 POLE W/ GND PLATE 7' DEEP, 2' W OF EXISTING (PW1050, N0110). - FRAMING DETAILS: - 10 VERTICAL TANGENT ASSEMBLY (12V101). - HANG (1) NEW 37KVA 240/120V OH XFMR AND 10A FUSE (12F601, BA21P, E1010). DIST #37--------- SER #-------- VOLTS =------- /-------- /-------- - REMOVE XFMR 37-6101 AND LB CUTOUT, SER #-------- - TRANSFER PRI/SEC/NEUT WIRES. MATCH EXISTING LINE TENSION. SPLICE ADDITIONAL WIRE AS NEEDED. - STRIP OLD POLE, TOP, & ABANDON POLE STUB TO FRONTIER/TV. 0 POLE PL115472: - REMOVE OPEN SECONDARY X-ARM AND CONDUCTORS. - HANG (1) NEW 25KVA 240/120V OH XFMR AND 8A FUSE (12F601, BA21N, E1008). DIST #25--------- SER #________ VOLTS =------- /-------- /-------- - INSTALL (2) NEUTRAL -SERVICE SPOOLS (10103). - TRANSFER SEC/NEUT WIRES. MATCH EXISTING LINE TENSION. SPLICE ADDITIONAL WIRE AS NEEDED. - INSTALL OPEN CUTOUT, HANG DOOR ON POLE BELOW CUTOUT. EO POLE PL115492: - TRANSFER SEC WIRES TO NEW POLE (REPLACEMENT FOR PLI 15469). - STRIP OLD POLE, TOP, & ABANDON POLE STUB TO FRONTIER/TV. PLAN VIEW 1' = 100' I l � 238TH ST 15602 Sw o cliFU40 FU25 TR 100 �o A 73 15469 0 15492 15-5819 EBG-10 05 AL 107116 D SL 1283546 RPK 2 7804 12 SL-1299 9 A 23811 2 25-11546 470 2�R1 R --- �23819 © �23819 \231823 O00 37 6101 \ 830 ^ ©! 1547� -- Y3705 CIO 23800 3803 23811 2-3806 23819 7707 7717 23821 e\5 12 �� 12 %-12�A,- 1 1 472 7 4 910 O�_ 7823 7819 801 11/14 I \ 773 i P-rp-r\in_ 1X2 1 T \ 2 7724 o EXISTING POLE X EXISTING POLE -TO BE REMOVED • NEW POLE X NEW POLE TO REPLACE EXISTING POLE \ 7110 '718 �19 266 LANE CLOSURE IN ADVANCE OF AN INTERSECTION (WORK AREA ON THE SIDE ROAD) ROAD W20-1 WORK AHEAD U ONE LANE if W20-4 ROAD AHEAD m W20-7A ■� a STOP i B A ■ ROAD WORK AHEAD W20-7A W20-1 SPEED LIMIT SIGN SPACING A, B,C (FT) BUFFER (FT) 25 200 55 30 200 85 35 350 120 40 350 170 45 500 220 50 500 280 55 500 335 W20-1 W20-7A ROAD WORK AHEAD ■ A B 7 78TH AVE W -BUFFER TAPER -50' MIN 100' MAX ■T W20-7A ONE LANE ROAD W 2 0 - 4 AHEAD ROAD WORK W20-1 AHEAD LOCATION A PUD CREWS TO MAINTAIN DRIVEWAY ACCESS FOR RESIDENTS DURING CONSTRUCTION. WORK ON SHOULDER OR PARKING LANE _ + t SHOULDER OR PARKING LANE O Z 07 W20-1 ROAD O ROAD W20-1 WORK WORK AHEAD O AHEAD a O O ~ 78TH AVE W 7 A ROAD WORK AHEAD W20-1 LOCATION A AND E U7 U7 F- 00 N BUFFER TAPER 50' MIN 100' MAX a SHOULDER WORK W21-5 i m ROAD = WORK W20-1 AHEAD LANE CLOSURE BEYOND AN INTERSECTION (WORK AREA ON THE THROUGH ROAD) ROAD W20-1 WORK = AHEAD U ONE LANE W20-4 ROAD = AHEAD m W20-7A •� a zQ 00 CV ro 0" LLJ a H- 00 I'll- LOCATION D k 23S�N P� �► a � s T W20-7A m ONE LANE i ROAD W20-4 AHEAD U ROAD s WORK W20-1 AHEAD WORK ON SHOULDER OR PARKING LANE ROAD W20-1 WORK = AHEAD Q NORTH r 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 1 170 280 55 500 185 335 O O W u- O m if O of I O w O o w O o= Q O = O N LOCATIONS B AND C Q s SHOULDER W21-5 WORK m ROAD s WORK W20-1 AHEAD SHOULDER OR PARKING LANE SHEET 2 OF 2