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W <br />s <br />s <br />WE <br />w <br />o 1 sYM REVISION <br />ORIG PIS UPGRADES ADDENDUM A <br />CK <br />BY I APPROVES I DATE <br />J# 208084681 KJ I JMF 1 01.25.21 <br />ICI <br />NE <br />u <br />PARTIAL PLAN Aft <br />SCALE. 1/8"®1'—O" — <br />ACCEPTABILITY IO. HOFFER 102J4.20 <br />THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED M. SRAUR 02.14.20 <br />rRUITIM <br />APPROVED BY DEPT. ®ATE J. FISHIER 02.14.20 <br />CHECKED <br />M. SRAUR 02.K20 <br />1 PIW <br />0300 <br />4" <br />SS <br />SCN 40S. <br />PIW <br />0400 <br />4" <br />SS <br />SCN 40S. <br />PIW <br />0500 <br />499 <br />SS <br />SCN 40S. <br />4 P-9 <br />AND <br />P-10 <br />SUCTION 6" SS SCN 40S. <br />TRENCH AND PUMP P9/P10 PAD DRAIN LINE lay PVC <br />SCNED 80, <br />REFERENCE <br />40-51—TNM110-16 <br />CONSTRUCTION NOTES <br />1. ALL PIW SUPPORTS AND COMPONENTS IN PLENUM <br />SHALL BE 304E SS. <br />PUMP PAD DRAIN LINE CONNECTION TO EXISTING, <br />im <br />Co <br />