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L City of Everett Permit Services <br /> FAIL FAIL FAIL EVERETT Reviewed for Permit 03/05/2025 <br /> 11 12 13 INDOORS OUTDOORS LEGEND <br /> ��� ��� ��� <br /> FE I SEE SHEET 40-009-M310 <br /> FTALJ <br /> 1 12 I I 13 1 1 ------------ <br /> E FE FE <br /> 11 ML—L> 12 t <br /> 13 \�/ <br /> (E) ROOF FAN (E) ROOF FAN (E) WALL FAN <br /> EXHAUST FANS GENERAL NOTES <br /> BADGER METER M-SERIES, MODEL M3000 OR EQUAL, <br /> TOTAL FLOW LOW PH PH HIGH PH LOW PH PH HIGH PH SIZE: 10" DIA., FLOW RANGE: 25.05 GPM (MIN) TO <br /> AAL AI AAH AAL AI "AA 10,021 GPM RS485 MODBUS RTU. <br /> OUTSIDE INSIDE FQI FI 1 1 1 2 2 INSIDE OUTSIDE QTYBUILDING BUILDING 1 1 1 BUILDING BUILDING TRANSMITTER <br /> 1 ROER LSAT 2-CHANNEL MODEL 1056 <br /> TRANSMITTER CSA LISTED FOR HAZARDOUS AREAS AND <br /> WITH 2 4-20 MA ISOLATED OUTPUT SIGNALS AND <br /> MODBUS RTU CONNECTION, WITH QTY 2 ROSEMOUNT <br /> 396R PH PROBES WITH EXTRACTION ASSEMBLY, <br /> VENI I <br /> OR PREAMPLIFIER, AND 33 FOOT CABLE. <br /> CONTDROL INDIVIDUAL FLOW TRANSMITTERS CONNECT TO <br /> PANEL HONEYWELL CONTROLLER WITH ANALOG SIGNALS. <br /> CONTROLLER TO CALCULATE ALARM CONDITION WHEN <br /> TOTAL AIR FLOW IS LESS THAN 6 CHANGES/HR <br /> I II I I <br /> REFERENCE DRAWINGS <br /> 1. SUMP PUMP PER EQUIPMENT SCHEDULE IN DRAWING <br /> A I 40-009-M502. <br /> I A 2. HAZARDOUS LOCATION CLASSIFICATION: UNCLASSIFIED <br /> (E) BYPASS AREA. SEE DRAWING 40-009-A3. <br /> I <br /> CHANNEL WEIR <br /> 3. TEMPORARY PH METER LOCATION PER DRAWING <br /> 40-009-OM110. <br /> I I I 1 <br /> FlTQI 2 AIT 2 AIT <br /> 1 1 2 CONSTRUCTION NOTES <br /> I II <br /> FIE <br /> FROM PLANT KNIFE 1 1 �AJE AE KNIFE TO CITYTEMPORARY LOCATION OF NEW PH METER AE/AIT-1 <br /> SANTARY SEWER E 27 GATE 2 GATE (E) 27" CONCRETE SANITARY SEWERDURING CONSTRUCTION OF THE SEWER METER <br /> CONCRETE VALVE 10"-SAN-SSA-� VALVE MODIFICATIONS <br /> D4I M I1>0 <br /> KG-1 MAG FLOW c KG-2 <br /> � z <br /> �POC �27"xlO" FRP METER 27"x10" FRP FLUME <br /> FLUME TRANSITION TRANSITION FITTING <br /> FITTING______________ DRAIN <br /> L----------------------------] <br /> L 2"-SAN-CPVC2 <br /> � I <br /> � LAH <br /> LSH 3 <br /> 1 <br /> H9-II <br /> LSL LSH <br /> 1 3 <br /> c� I <br /> I <br /> I <br /> rF <br /> SUMP PUMP <br /> P-1 <br /> 90% REVIEW Kennedy/Jenks Consultants <br /> 0/1. 1 w ./1 r 32001 32nd Avenue South,Suite 101 <br /> L -I LAY,,/ Federal Way,WA 98001 <br /> Ph.253-835-6400 <br /> Fax 253.952.3435 <br /> SYMBOL A 02.11.25 <br /> SYM RREVISIONe CURREM DATE <br /> r APPROVED DATE SYM REMSION BY APPROVED DATE G, ACCEPTABILITY B. HOPPER 02.11.25 SUSTM-E C238185 <br /> ORIG 100%FINAL DESIGN-ISSUED FOR CONSTRUCTION C238185 KJ LGR 09.25.23GF' fs THIS DESIGN AND/OR FLOWMETER P&ID <br /> I� SPECIFICATION IS APPROVED B.G.DOCTOR 02.11.25 TRLE SHEET <br /> A SEWER METER BYPASS(PHASE 1) C238185 KJ LGR 02.11.25BOE/A/G® PROVED BY DEPT. DATE L.REISINGER 02.11.25 M 3 1 1 <br /> CHECKED <br /> M.ROVED C238185 <br /> D2.,,.25 <br /> 2 9 APPROVED BUILDING 40-09 JOB NO. COMP NO. <br /> oAA1 APPROVED MECHANICAL MASTER COL. X-X/X-X EVERETT. WA DWG NO. 40-009-M311 <br />