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LEGEND <br />© 8" X 8" X 8" TEE HYDRO PNUEMA7IC TANK TALL <br />02 8" SCH. 40 STEEL PIPE. (TYPICAL @ RISERS AND ABOVE GROUND). 4 <br />03 8"GATE VALVE W/HAND WHEEL 3 - 1 <br />Y <br />DRESSER �COUPLING 7 <br />.�DBLE METER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. - <br />f � <br />6 `C1kLCRETI^PIPE SUPPORT AINY 3LE SHEET 13 FORDETAILS '�, ('1t14�T-It�: ar'1�11MLT - RXIM/REDHEAD <br />07 INSTALL THRUST BLOCKS PER SAN JOAQUIN COUNTY STD. DWG. NO. CW W4. s/4' (4 PER x Y BASE PLALATE)TE)WEDGANCHOR <br />R <br />BO INSTALL VALVE BOX PER SAN JOAQUIN COUNTY STD. DWC, N0. CW -W5. <br />9C 2" DIA. PVC MUFFLER ON AIR VENT LINE. <br />00 8" DIA. BYPASS LINE (ALT. PIPE) <br />Ol CLASS "B" CONCRETE TANK SUPPORT STRUCTURE. SEE SHEET 16 FOR DETAILS <br />(�Q, 5/8" BRASS WATER GAUGE, CRANE NO. 610 W/36" CENTERS COMPLETE,■/2 GATE VALVES AND PVC GUARD OVER PLWM SIGHT TUBE. <br />��c*� 'PIPE, TO 1 E1 SllIH, `3MIT�! )ND GAN FROM IVIYRH ft. '�`.. )w A i�✓1'` ��{".pr.+- ° /Y`R' 'iL (.,'q�3'if a'wyp' <br />14 AIR COMPRESSOR: AIR RITE MODEL NO. 610, OR EQUAL <br />15 3/4" AIR VENT, APCO NO. 144 M.D. EXTEND 3/4" PIPE TO LOM WATER LEVEL EXTEND DISCHARGE I1NE TO 12" ABOVE GRADE. <br />PROVIDE 2" PVC MUFFLER AS SHOWN. <br />I6 2" PRESSURE RELIEF VALVE, BAILEY NO. 116. TERMINATE 2" DISCHARGE PIPE AT 12" ABOVE GRADE. <br />IQ 3/8" STEEL BAFFLE PLATES WELDED TO TANK WITH I" DIA. HOLE AT BASE. <br />18 4" DIA. DRAIN LINE M/4" DIA. GATE VALVE W/WHEEL RUN PIPE TO DISCHARGE SUMP. (SCH. 40 STEEL) <br />19 10,000 GALLON HYDRO -PNEUMATIC TANK. <br />2� INSTALL SAMPLE TAPS WITH 3/8" BALL VALVES. <br />21 1" WATER LINE FROM TANK DISCHARGE LINE TO EMERGENCY EYE WASH/SHOWER. <br />EXIST WELL HEAD <br />EXIST WELL I <br />8" CHECK VALVE <br />VACUUM RELIEF <br />- BE o <br />C:I.ORINATION CONNECTION <br />3' - 1 <br />2'-7 �" i <br />DETAIL SCALE <br />LA <br />NOT <br />1/2' X 9' X T-2 1/8' <br />CONCRCIE FOOTBNG <br />PIPING- PLAN VIEW <br />NO SCALE <br />r 1 -ftp- 07 <br />CONCRETE FOOTRNG <br />SIDE VIEW SCALE A <br />i4l` <br />GA'T'E VIiLYE� ' <br />3�I,® <br />FLAT BASE <br />FINISH GROUND <br />--------~-+-------------T <br />FROM <br />VALVE <br />GATE VALVE <br />j I I <br />17 12716" MANHOLE <br />I� �I <br />I I n <br />I I III I <br />SEE DETAIL A <br />c� <br />4" PVC CL 150 DRAB <br />LINE W/4x6 REDUCER <br />PIPINC ELEVATION - NORTHWESTERLY VIEW <br />SCALE: 1*=30' <br />2" AIR GAP U <br />0 <br />„o 313; . e <br />r1r11vv�L,1JVliIIVIv - 1VvnlnnrJ0IFJRlJL VIFJTV- 1vvn1n7lrJalr,nLJ V1>JTV <br />NO SCALE <br />�- SEE DETAIL A0 <br />-- ---------— <br />v TO STREET <br />t <br />CLEMENTS OAKRIDGE ESTATES <br />CIVIL ENGINEERS DATE:! <br />;523 WEST ELM STREET <br />LODI, CALL IO R.C.E. NO.: <br />DE SIG UNDER T SUP VISION OF: <br />FXP DATE: <br />DESIGN ENGINEER <br />