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CONCRETE <br />SLAB <br />F- EQ JA <br />CL END R--- n -- <br />f­ EQ <br />}"-16x1i" BOLT (TYP.) <br />RISE <br />1/4" END PLATE <br />W/ 2-5/8"4 <br />ANCHOR BOLTS W/ <br />4" MIN EMBD <br />�1 <br />TYPE Y^b }} <br />. <br />T 11" <br />RUN <br />3" <br />FLOOR LAG <br />1. REQUIRED FOR ACCESS TO FACILITIES PLACED IN VAULTS WHERE DEPTH FROM <br />SURFACE TO FLOOR EXCEEDS 4 FEET. <br />2. VAULT SELECTION SIZED TO ALLOW CLEARANCE FOR PLACEMENT OF "SHIP LADDER" <br />3. SHIP LADDER TO BE GALVANIZED STEEL <br />4. SHOP DRAWING APPROVAL OF SLWSD REQUIRED PRIOR TO INSTALLATION, <br />5. SHIPS LADDER MUST, AT A MINIMUM, ABIDE BY OSHA STANDARDS. <br />6, TREAD WIDTH SHALL BE MIN, 24" AND MIN. DEPTH OF 6". <br />PIPE DIAMETER "X" <br />PIPE SADDLE/FLANGE SUPPORT. <br />STYLE AS NOTED ON DRAWING <br />ADJUSTMENT NUT <br />FLANGE BASE <br />12"x12"xi" MIN. FAST SET <br />NON -SHRINK GROUT PAD <br />FINISHED FLOOR <br />1/2" S.S. THREADED RODS IN <br />ADHESIVE ANCHORS. 4 EACH. <br />4" MIN EMBED IN FINISH FLOOR <br />PIPE SIZE <br />MIN. <br />VERTICAL <br />THRU ROD <br />PIPE <br />"X" <br />HEIGHT <br />ADJUSTMENT <br />DIAM. <br />DIAM. <br />A" <br />"B" <br />"C" <br />8" <br />7" <br />4" <br />1" <br />2" <br />NOTES: <br />1. PIPE SUPPORT SHALL BE "STANDON", OR EQUAL, AS SHOWN: <br />FIG. S89 FLANGE SUPPORT <br />FIG. S92 SADDLE SUPPORT <br />FIG. C92 PIPE CLAMP SUPPORT <br />FIG. S96 FLANGE CRADLE SUPPORT <br />2. PIPE "C" <br />SHALL BE <br />SCH. 40 304 <br />S.S. <br />3. ALL PIPE <br />SUPPORT <br />COMPONENTS <br />SHALL BE 304 S.S. U.N.O., <br />FASTENER <br />SHALL BE <br />316 S.S. <br />FINISHED CONI <br />WALL/CEILING. <br />SPACER BLOCK AS <br />REQUIRED <br />MAX PIPE SIZE 4" <br />SHORT STRAP GRINN <br />FIG: 262 OR EQUAL, <br />HOT DIP GALVANIZED <br />AFTER FABRICATION <br />1/4" EXPANSION BOLTS FOR <br />ATTACHMENT TO CONCRETE <br />MGM <br />1. PIPE SUPPORT TYPE B SHALL BE <br />USED TO SECURE ALL SMALL DIAMETER <br />PIPING, TUBING AND CONDUITS TO <br />WALLS AND CEILINGS. SECURE AT ALL <br />FITTING LOCATIONS AND AT 4' O.C. MIN. <br />BALL 1 <br />2" CHI <br />SUMP <br />POWER <br />CORD <br />NUIU <br />1. ROUTE 2" SUMP PUMP DISCHARGE AS NOTED ON PLANS. <br />2. SUMP PUMP SHALL MEET THE FOLLOWING SPECIFICATIONS <br />- 30GPMO 12' TDH <br />- 120V, 6OHZ, 1 PHASE <br />- Y4 HP MIN. <br />- SELF CONTAINER INTEGRAL DIAPHRAGM CONTROL, <br />ZOELLER M-53 OR EQUAL <br />SHIPS LADDER <br />MOUNTING DETAIL <br />z <br />PIPE <br />SUPPORT TYPE <br />A <br />3 <br />PIPE SUPPORT TYPE <br />B <br />a <br />SUMP PUMP DETAIL <br />SILVER LAKE WATER AND <br />SEWER DISTRICT STANDARD DETAIL <br />VI-W23 (MODIFIED) <br />M-1 <br />SCALE: <br />NOT TO SCALE <br />M-2 <br />SCALE: NOT TO SCALE <br />M-1 <br />SCALE: NOT TO SCALE <br />OUTSIDE VAULT <br />REINFORCED CONCRETE <br />THRUST BLOCK <br />THRUST SEAL PLATE WITH - <br />ANCHORING BOLTS. <br />PROVIDE RECOMMENDED — <br />CLEARANCE FOR PROPER <br />INSTALLATION OF JOINT OR <br />COUPLING (TYP. BOTH <br />SIDES) riI <br />INSIDE VAULT <br />MODULAR MECHANICAL <br />EXPANDING RUBBER SEAL <br />8" DUCTILE IRON SPOOL <br />JOINT OR COUPLING AS <br />SHOWN ON PLANS <br />(TYP. BOTH SIDES) <br />PRESSURE GAUGE PER SPECIFICATIONS <br />PRESSURE INDICATOR <br />TRANSMITTER PER <br />SPECIFICATION <br />P. City of Everett <br />EVERETT Revlevvea for vermR I a M020 <br />3/4" CORPORATION STOP <br />S.S. LOCKING LEVER — <br />HANDLE WITH VINYL GRIP <br />3/4" SCHEDULE 40 <br />PVC ADAPTER <br />3/4" SCHEDULE 40 <br />PVC CAP <br />3 <br />0 <br />0 <br />rc <br />9. • "LS" <br />8" UNI-FLANGE ADAPTER ' v GROUT AS/IF DIRECTED L <br />/2" PRESSURE SNUBBER SPRING LOADED WATER Z i Q <br />DVALVE, TYP. <br />FLANGE 3/8" S.S. CLOSE SAMPLING VALVE <br />OR APPROVED F 9 U 0 <br />CAULK BEHIND SEAL 1/2" UNION, TYP. 3/4" X 3/8" S.S. NIPPLE EQUAL W L) p <br />HEX BUSHING <br />CORE DRILL OR PRECAST F 3 J Q <br />OPENING. FILL ANNULAR PRECAST CONCRETE VAULT 3/8" S.S. CLOSE NIPLE 3/8" S.S. COUPLING Q F y~j <br />SPACE WITH NON -SHRINK AS SHOWN ON PLANS fn <br />GROUT. SEE NOTE 1. 1" YX1/20 <br />3/8" S.S. BALL 3/8" S.S. CLOSE LLJ U <br />WITH 1 <br />VALVE NIPPLE Y LU <br />NOTES- BUSHING Q W t M~j <br />1. AN OPENING SHALL BE PROVIDED OF ADEQUATE SIZE TO ALLOW FOR INSTALLATION OF W <br />PENETRATION SHOWN. W Tn In H <br />2. ROUGHEN CORE -DRILLED OPENING BEFORE FILLING ANNULAR SPACE WITH GROUT. J s 0) <br />1. SAMPLE TAP ASSEMBLY MUST BE KUPFERLE #94-WM OR DISTRICT APPROVED EQUAL 0 Q <br />3. USE GROUT SEAL ONLY IN LOCATIONS WHERE MODULAR MECHANICAL EXPANDING SEAL CANNOT fn y <br />BE INSTALLED, AS APPROVED BY THE DISTRICT. 2. ALL STAINLESS STEEL MUST BE 316 STAINLESS STEEL <br />3. DIRECT TAP CORPORATION STOP HORIZONTALLY INTO 8" DI WATER MAIN. <br />s PIPE WALL PENETRATION <br />TYP SCALE: NOT TO SCALE <br />� PRESSURE TRANSMITTER <br />6� AND PRESSURE GAUGE <br />M-1 SCALE: NOT TO SCALE <br />7 WATER SAMPLE TAP <br />M-1 SCALE: NOT TO SCALE <br />0 1" 2" <br />TWO INCHES AT FULL SCALE. <br />IF NOT, SCALE ACCORDINGLY <br />SHEET: M-2 <br />OF: 2 <br />1 JOB NO.: 20476.00 1 <br />