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Iz <br />0 <br />TO MODULE "I" <br />CONDENSATE TANK <br />HEADER CONNECTION <br />SCALE: 1/2" = 1' PLAN <br />12" TEE - WELD TO <br />EXIST 12" HEADER <br />SEE NOTE 3 <br />TWO EA ADDITIONAL <br />HEADER STAKES <br />CONDENSATE TANK <br />PIPE SUPPORT <br />AND CLAMP — <br />DISCHA <br />CONDENSATE TANK SECTION BEL <br />CONDENSATE. TANK <br />SCALE: 1/4" = 1' PLAN <br />2" PIPE FR <br />HEADER CODENSATE <br />CONNECTION <br />COMPACT ABI BASE <br />FILL AS NEE ED <br />TO <br />REDUCERS TO 2" <br />DO NOT FIELD FAB <br />SITE GAI GE <br />CONDENSATE <br />2" HDPE TANK <br />PIPE SUPPORT <br />AND CLAMP <br />qp (TYP. ) <br />45 DEC ELBOW pRoXj�q TANK DIS HARGE 2" PIPE FROM <br />Fx�ST//Vc HEADER CONDENSATE <br />CONNECTION WITH <br />2 -FT SOIL qCF UNISTRUT ON BOTH <br />COVER- SIDES OF VALVE <br />'- CONCRETE PAD: SEE NOTES 1 & 2 <br />REFUSE \` -_'- __ <br />SURFACE PREPARATION: <br />'--------------------;FE-NQTE-2--- <br />CONDENSATE TANK - SECTION <br />SCALE: 1/4" = 1' SECTION <br />COUNTY OF SAN JOAQUINI NO SCALE POLY TANK 2 DETAILS <br />AND CONNECTIONS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />J. Acevedo 11/20/15 J. Acevedo 11/23/15 J. Chandra 11/23/15 <br />NOTES <br />1. PROVIDE CONCRETE MIX AND STEEL <br />REINFORCEMENT FOR TANK PAD, CONDENSATE <br />DISCHARGE PIPE, SITE GAUGE, TANK DISCHARGE AND <br />OTHER FEATURES PER PLAN SHEET 9 OF 9 AND <br />TECH SPECS SECTION 11000 1.02 <br />2. INSTALL CONCRETE PAD LEVEL. REMOVE GRASS <br />AND APPROXIMATELY TWO INCHES OF TOP SURFACE <br />MATERIAL BEFORE PLACING FILL. PROVIDE MINIMUM <br />4" COMPACTED AB BASE UNDER CONCRETE PAD. <br />3. PROVIDE THE COUNTY 36 HOURS ADVANCE <br />NOTICE BEFORE SHUTTING DOWN THE SYSTEM FOR <br />MAIN HEADER CONNECTION. <br />RECORD W <br />Corrections B <br />No Chan�e�s <br />Date __o / 7 <br />Any Person Daft This Drawing Should Verity <br />All information By Inspecting The Site Of Wbrk <br />FOOTHILL SANITARY LANDFILL FIGURE <br />GAS SYSTEM UPGRADE PHASE 1 1 2 <br />