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SUMP <br />EV-112 <br />m <br />Lo <br />I <br />I <br />I <br />C) <br />PEE <br />� T <br />STOP <br />�IIIIIfiIIIIIIIIIIIIIIIIIIBillllllllllll�°��� <br />m <br />I <br />sym REIS10N BY APPROVE® ®ATE SYM <br />ORIGINAL JO 03.08.07 <br />A PIW UPGRADES ADDENDUM A 20808468 KJ JMF 01.25.21 <br />U PIW UPGRADES ADDENDUM A DCN-01 20808468 KJ JMF 04.30.21 <br />MATCHLINE -SEE DWG 40-YD-M170-47 <br />U jpBEGIN PIW 0300 �N 1pll <br />Ep <br />TM K EV-495-1 <br />10,000 GALLON <br />3 <br />mm <br />a <br />4 <br />3 <br />01 <br />(E) 4"x6' SS SCH 19 X CPVC SCH 40 PIW 0300 LINE <br />0 <br />am <br />0 <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION APPROVED <br />H <br />dUIS <br />Dw0 <br />4 <br />P � I 2021 <br />MECHANICAL MASTER <br />GENERAL NOTES <br />1, NORMAL GROUND/1 ST FLOOR ELEVATION = 100'-0" <br />PER HOEING DRAWINGS. TUNNEL FLOOR ELEVATION <br />86'-8" PER HOEING DRAWINGS, <br />2. LINES INSIDE 40-51 HLDG ARE SINGLE WALLED <br />SS SCHEDULE 40. <br />1 PIW 0300 4' X6" SS SCH 10 X SS SCH 10. FROM <br />40-11 OWS, 40-56, 40-31, AND GW WELLS. <br />PIW 0400 4" X6" SS SCH 10 X SCH 10. Pi/P <br />DISCHARGE TO TANK AND/OR BYPASS TO WATER <br />TREATMENT PLANT. <br />PIW 0500 4" X6" CC SCH 10 X SS SCH 10. FACTORY <br />PIW. <br />4 PIW 0600 4" X6" SS SCH 10 X SS SCH 10, P9/P 10 <br />DISCHARGE TO WATER TREATMENT PLANT. <br />P-9 AND P-10 SUCTION 6"XY <br />SS SCH 10 X SS SCH 10. <br />6 OVERFLOW 6" X$" SS SCH 10 X SS SCH 10. <br />99 <br />il <br />II <br />