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(--P 0 0 CONSTRUCTION NOTES: <br /> I • I PIPES TO BE SINGLE WALL(PVCs OR PVDF1)INSIDE <br /> BUILDING 45-08 OR INSIDE SECONDARY CONTAINMENT. <br /> © PIPES TO BE DOUBLE WALL(PVC2 OR PVDF2)OUTSIDE <br /> _ _ - - _ _ _ - _ - - _ OF BUILDING 45-OB OR SECONDARY CONTAINMENT. <br /> I22 INSTALL INTERCONNECTING PIPING BETWEEN NEW <br /> PROCESS EQUIPMENT INCLUDING CLARIFIER,SLUDGE <br /> I JI PURGE AND RECYCLE PUMPS,MEDIA FILTER FEED TANK, <br /> MEDIA FILTER FEED PUMPS,AND TERTIARY POLYMER <br /> -7 DILUTION. <br /> 2"-FE-PVC 1-540 <br /> --- - (FERRIC FILL) D <br /> 1 <br /> 1/2"-SA-PVDF1-516 <br /> -, -(TO CHROME REDUCTION <br /> TANK) <br /> I I <br /> R LEAK DETECTION R. a <br /> (VISUAL)— — — — — — A.9 <br /> s ,� <br /> 6 1"-FE-PVC1-542 <br /> M HBM161 ,./—(TO COAGULATION TANK) <br /> ...L.,...L., <br /> / <br /> 3"-IW-PVC1-310w / (TO MEDIA FILTERS)) <br /> W o I <br /> U^ °p ^, t 3/4'-W-PVC 1-380 <br /> �� (TO POLYMER TERTIARY <br /> oJi -.-ma DILUTION STATION) <br /> I °"sNu+•" <br /> -"- <br /> .3UQU?Nz 1j- ILL?ILLww <br /> �WWEo a =o a • I i r 4 <br /> w.'sZtz�1 "^ 'J <br /> 72 <br /> \v^n"n. o1 1 1/2"-SL-PVC 1-280 <br /> I i 1I I (TO SLUDGE HOLDING TANK)_ " <br /> 4"-IW-PVC1-261 <br /> (CLARIFIER EFFLUENT) <br /> � . 1 1/2"-SL-PVC 1-270 <br /> ) (PUMP EEFLUENT) I <br /> 111 2 <br /> 6 <br /> HBM16T 1 1/2°-SL-PVC 1-2734110 <br /> �/ (TO FLOCCULATING CLARIFlER) <br /> I <br /> LEAK DETECTION I -3/4"-IW-PVC1-380 I <br /> (VISUAL) -- -3"-IW-PVC1-250 e. <br /> —3/4"-PO-PVC 1-571 . <br /> AIIIIIftl <br /> ..I I� <br /> FLOCCULATING / •40 <br /> I I <br /> 1 . 15600 CLARIFIER <br /> GA <br /> (T-260) <br /> - of _ 0 <br /> ►000�i- <br /> HIGH BAY PROCESS PIPING PLAN © <br /> SCALE: 1/4" = 1'-0" N �.�.�.�.� <br /> i. <br /> � <br /> E KEY PLAN <br /> SCALE: NTS <br /> e <br /> D 2' 8' <br /> SCALE <br /> 1/4..-=. 1.-0T <br /> 100% DESIGN- ISSUED FOR CONSTRUCTION ® Stantec <br /> ,.,. <br /> 5Y4 REVISION BY APPROVED DALE SYM REASON BY APPROVED DAIS <br /> ACCEPTABILITY RAVIN MATE SUBTITLE CURRENT REASON SYMBOL DATE <br /> SERGIYEN40 3.20.18 HIGH BAY PROCESS PIPING PLAN <br /> ORIG 3.20.18 <br /> -wA y, <br /> F. <br /> THIS DESIGN LIS AND/OR WEAULEO <br /> d_ m�' SPECIFICATION APPROVED WEAKLEY 3.20.18 SHEET <br /> ( eoEiivc a ENGINEER "TIE <br /> H B M 161 iict <br /> ® ;, ,' PPREVED BY DEPT. DATE WEAKLEY 3.2o.tB WASTEWATER TREATMENT <br /> nom.. OHNSON <br /> JOHNSON 3.20.18 Boa no. co <br /> ps4 45.16;Ri.4(> APPROVED <br /> 3.20,6 BUILDING 45-08 <br /> •TTONAL 41` APPROVED OWG N0. <br /> HARRIS 3.23.18 MECHANICAL MASTER EVERETT, WA 45-08-HBM161 <br />