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PART s u� I <br />10 <br />ODUCTILE IRON PIP'- <br />O2 SPOOL (MJxPE) WITH SHACKLE BOLTS <br />TO BE USED IN PRECAST VAULTS 12 <br />.30 NON -SHRINK GROUT <br />OFLANGE COUPLING ADAPTOR (FLxLTJ) ij <br />O TEE (ALIL FL) I4 <br />0 <br />GV (FLxFL) <br />PRV (FLxFL) <br />UTILITY VAULT CO LID W11H TRAFFIC <br />LOADED LOCKING STEEL COVERS OR EQUAL. <br />UTILITY VAULT CO PRECAST VAULT <br />EXENOR 70 GRAVITY <br />STORMSUMP <br />DDRAINNAGSY S7 cN.D iC� DAY —LIGHT <br />O GV CL 200 (FLxFL) WALL SLEEVE (FLxPE) TO BE USED WITH <br />7OPRV (FLxFL) CAST IN PLACE VAULTS. <br />Og FLANGE COUPLING ADAPTOR G 1/4" GAUGE TAPS WITH I/4 BALL VALVES FOP. <br />ISOLATION. <br />O9 90 ELL (ALL MJ W/MEGA LUGS) _UWL. �l re) Y S 3 <br />4QN� <br />NOTES <br />CLiq-SS 125 <br />I, MINIMUM VAULT INSIDE HEIGHT SHALL BE 766. <br />2, MINIMUM CLEARANCE BETWEEN PRV VALVES AND <br />FLOOR SHALL BE 12 <br />3. MINIMUM CLEARANCE BETWEEN HIGHEST PART OF <br />ASSEMBLY AND TOP OF VAULT SHALL BE 24". 7 <br />4. PROVIDE LICUID FILLED 2 1/2" GAUGES AMETEK <br />SERIES 55CL OR EOLIAL. <br />5, ALL EOUIPoJENT MUST BE RATED FOR SOURCE <br />PRESSURE. <br />c <br />PIPING AND VALVES SHALL BE SUPPORTED BY <br />POURED -IN -PLACE CONCRETE OR STEEL STANDS. <br />NUMBER OF AND PLACEMENT OF STANDS TO BE <br />DETERMINED BY CITY ENGINEER ACCORDING TO <br />VALVE SIZE. <br />BRAND AND TYPE OF PRV AND ACCESSORIES TO <br />BE DETERMINED BY CITY OF EVERETT UT IL ITIE`. <br />DIVISION, OPERATIONS SECTION. <br />TYPICAL PRV INSTALLATION <br />401 <br />At I 521 <br />dote revised number 1 <br />ORKS DEPARTMENT <br />CITY OF EVERETT - PUBLIC W <br />