7530 E CASINO RD 2024-10-11 - Laserfiche WebLink

a pEOO PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION 2899 10TH ST EVERETT, WA EVERETT AREA POLE No. 234933 NW1/4S 33 T 28 R 4 DATE 8/23/22 ORDER 100093840 REASON FOR WORK REPLACE POLE FOR NEW AMI ENGINEER A.HAQ OPERATION 30 EQUIPMENT. DRAFTER U.G. NO. SITE* 1 - 10TH STREET SCALE APPROVED & DATE PRINTED DATE WORK COMPLETED FOREMAN FEES REQID ❑ YES ❑ No RIMARY OVERHEAD ❑ RESIDENTIAL ❑ OMMERCIAL LEO NO. '@3 '=8 SEC NDARY OVERHEAD NESC VIOLATIONS BASIC FEE S ® NO ❑ YES (SEE NOTES) @� = PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE METER/ ONV. POLE PRIMARY UNDERGROUN ❑ RESIDENT L ❑COUNTY ❑ COMMERCI ® CITY BASIC FEE 3 ❑ EASEMENTS LEU NO. _� ❑ REQUIRED 0 NOT REQUIRED SECONDARY ND GROUND A C FEE S DATE RELEASED @$ _$ UNDERGROUND AT FOREIGN CONTACTS ❑ JPN# AS C FEE S FT.@ _$ ❑ JOINT TRENCH ZIPLY & CATV ❑ JOINT BORE ZIPLY & CATV STREET LIG T[NG L FT.@3 =9 ❑ POLE STENCILING WORK IN IGHT OF WAY FROM TO ❑ PRIMARY TAKE OFF POLE ❑ SECONDA Y FT.0 ' g PRE-CONST. REQUIRMENTS MISCEL ANEOUS FEES ❑ TREE TRIM ❑ PUD LOCATOR ❑ BACKHOE ❑ FLAGGING VAULT S ❑ ONE CALL DATE PERMIT S Na S STREET LIGHTING $ ❑ YES ® NO $ M&R AS -BUILT 8 GIS TOTAL DUE 9 ATE PAID GIS QC M&R ECEPT NO. GIS Ph JOINT USE SERVICE ORDER NO. LOCATION MAP PAGE 435—D4 LEGEND: 0 EXISTING POLE 0 EXISTING POLE -TO BE REMOVED • NEW POLE x NEW POLE TO REPLACE EXISTING POLE DATE SUBSTATION 10TH STREET CIRCUIT NO. 12-301 PHASE 3 2 1 ENGR'S TEL. # 425-319-4209 ENGR'S CELL # TRANSFER OF UTILITIES, REMOVAL OF POLE AND FINAL RESTORATION TO BE CONSISTENT WITH APPLICABLE POLE ATTACHMENT AGREEMENT(S) AND JOINT OWNERSHIP POLE AGREEMENT. BASE STATION ORIENTATION FIELD SIDE CONDUIT M400D BASE STATION ROAD SIDE L City of Everett Permit Review EVERETT Status: Reviewed for Permit 12/07/2023 9:22:34 PM CONSTRUCTION NOTES ® PL1: 254105 - INSTL 10 END -OF -ARM TAP PER 12V115 ON THE FIELD PHASE (01) - INSTL C/O AND FUSE AT 100AMPS (E0202 & E1100) ® PL1: 234933: - SET NEW 70' H2 D1 POLE 9' DEEP, IN -PLACE OF EXISTING (PFEH2O70) - BACKFILL W/GRAVEL-5/8" MINUS, COMPACT @6" LIFTS - INSTL GROUND ROD OUTSIDE GRAVEL CONE (NO101) - FRAMING DETAILS: - INSTL 10 VERTICAL DEADEND PER 12V109 - INSTL 10 XFMR MOUNTING PER 12V601 - STRING ROUGHLY 60' OF #2 ACSR FROM FIELD PHASE OF PLI: 254105 - HANG 15KVA XFMR (BA21L) PLAN VIEW 1" = 100' I OTH S_T DIST# 15--------- SER#__________ SEC VOLT ___/___v - INSTL 3/8" DG TO EXISTING ANCHOR (GO113) - INSPECT ANCHOR INTEGRITY AND REPLACE IF NEEDED (AO101) - XFR SPAN GUY TO NEW POLE AND TIGHTEN SLACK AS NEEDED (G0202) - XFR DG TO NEW POLE AND REUSE ANCHOR - INSTL SECONDARY SERVICE SPOOL (10101) - ANTENNA CENTERLINE SHALL BE 65' AGL - MEASURED CENTERLINE HEIGHT: ____ FT - INSTL AM[ M400D AND DISCONNECT SW PER J0405 - BASESTATION SHALL BE MOUNTED ON (SOUTH) SIDE OF POLE -M400D SITE# ____ - SPLICE 12/3 CABLE INTO SECONDARY AND ROUTE TO DISCONNECT SW - DISCONNECT SHOULD BE WIRED FOR 120V 10TH ST 2 1 W- 1 1 I 8�_o 12 c'0 301 SCHEMATIC BEFORE 6n 12-3000 V- 6 NC GO z I I I I I I 321 SUB TENTH STREET SUBSTATION CKT# 12-300 10TH ST F -� 12-30 NC GO I I 321 SUB TENTH STREET SUBSTATION CKT# 12-300 Li z SCHEMATIC 15 AFTER F10 SHEET 1 OF 1