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HomeMy WebLinkAboutT-404312Y (N w a z g 0 a O O N O N 00 N 1-11 3 0 I i U 0 L_ 0 U N I a� c v Q V 0 v s a c rn 0 rn O O O O / U v 4 s 0 c N v c 0 c a� L r- z O F_ z w ry / w z I LJ Q I (3 z F- V) X w TESTING DETAIL J. Q cr TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING w _z J w Q I 0 z cn x w JEW D.I. WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL ANEW D.I. WATER LINE AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. �� PUBLIC WORKS CONNECTION TO WATER MAIN WITH DEPARTMENT ,� s TAPPING TEE & VALVE STD. PLAN — 300.1 MARCH 2O10 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 9" MIN 12" MAX FINISH GRADE V' z Q �; N o O 22-1 /2` LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP WITH BALL VALVE. FORD TAPERED THREAD (CC). QUICK JOINT (3/4" F131000-3-0) OR AY MCDONALD 4701 B (1" FB1000-4-Q) OR AY MCDONALD 4701 B NOTE CITY PRIVATE PIPING PIPING z I IN UNIMPROVED RIGHT OF z I J '-"� WAY INSTALL METER BOX AT J PROPERTY LINE WITH 12" Li LONG COPPER TAILPIECE. LLJ ch 0- I SIDEWALK r I TOUCHREAD WATER METER TO BE 12" SUPPLIED BY THE z Q LLJ CITY > TYPE "K" SOFT o O COPPER TUBING IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. N OTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A -A ,. )RILL 2 DIA. HOLE FOR AMR (AUTOMATIC ✓IETER READ) TOUCHREAD DEVICE 11 f 11 /-i L RIB THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PUBLIC WORKS DEPARTMENT 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 1 " WATER SERVICE 3/4" OR 1 " GALVANIZED PLUG MODIFIED STD. PLAN — 320.1 NOVEMBER 2000 T-404312 • U C' w w O z z w U� c� J D z 0 N N I 0 a 3 w w U o LLI a Q 0 a Q w Q 0 0 Z 0 0 E .° o 2 �c0L�� N V >c o N m a N z O 0 O w N y v� oLLI =� O H a N m v u N N w 6 z 0 z_ U z Q o LL z � N W H 3 W U) z = a Lu W 0 LL cl) W O � ? a HZ Z U Lu v ' 0 Q z Z Y 0 Z W SHEET: 111WD-1 OF: 70 JOB NO.: 17534 DWG: WT_DET