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HomeMy WebLinkAboutS-397303RECESSED 4cl In Srnle LIFT POCKET,tAl1E O._ 3JA" LETTRING "SEWAFR"'-rl. a Sf'NER (2) BOLT 50' (ALLEN IEA0, 5%a" - 11 x 1.5 STAINLESS I� j= C $TEE. jj 3FF. PA4T #(1!981177 ` l7­1 -- I ,f`• _ass ,6 \-SAND OR ?�3PH+�.L_FX13AN DAIRC ?r H ` Fonu . 1 Ti 2-1/430.T GCTAIL 45' (1 /61 KT'1C CAYT IRON RING AND CQVI=R LL 4) J� 45' 13CMD PIPE MA'ERI AL AS SPECIF F0 BY TIIE ENIGNCER NV �5- 1. 8' AND G' CLEAN-CUT RINGS AND CO%CRS ON SEOER MAINS SHALL & LAST _XCWbhu II:C(. 1i1LWKS, INC_ No. 3698 (PRODUCT No. (Ti)z49903) Cfl APPRUVL,) LOI.AL CLLAN OUT 51HALL BE A 14ATER TIGHT ASSEMBLY 2. IN UNIMPROKD AREAS, POUR A 1--D` 1HICK, 2'- V SQUARE CCNCRETE, CLASS 30DD, PAD AROUND 11F RIN-O A40 C6yER. STD. PLAN - 403.1 PUBLIC WORKS 8` OR 6" CLEANOUT OEPARTMEW FOR SANITARY SEWER MAIN _, , FX SFMIFR AlakiM __-5ML OJ24TH h5 SELULLI 8" SCW 9i ST1.9E S, 5E 15ER L4 M TEE 9 11" TEE } 7 r CBUPLk1; rr -------- r-------7 --- E_ r DE14 A$ IdgJm S TIND SANIJAitl 91 ER N.iIY _ w nor unL. 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Vni A R04AC SAJ7CLL MR APPROVED SOUNJ 3, O6-Cz11.E IRCM WAIN CORE-I)MLEEO "T'I A rMWAC SMDL-E (OR a',1~D '4UAI E-. WAHHq-F CLTSNEE-I[w - ALL CO1AECPON$ TO IAAHlIDL:S '94hLL B: AT idAHJFACTURFD KNwx-17JTR OH THC 3R9l,1Cw"L 511ALL DC OCR=-nRILLED. �yA 3000 P,% NIXliq OGHCTt�IL � � - r_�_¢_�`-_ _ _oi MIN. 5LD 5" 1 iE 7 j �.. � 1l]i .`.EISLR m 4 N kiJUN S11.ItK A' a+v€E# �� u:D ns rrwrer 5raca NQ.Tr.- LAKESS OPIERKISE am" ON PI-AFIL SIOE SEWER SHxt t•AVF A MImI111,I1d t.N WyEJ; r' MWkElwTT LINE DR ]-n' I-OIIFR TM14 174E LOWEST HQU5L. ELLVAI", WHCHEWR IS LUA-71. STAN DARO SIDE SEVER SM. PLAN - 40.1 aUBUC WORKS I N STALLATION � �] DEPARTMENT ENT J L {SEINER MAIN TO PROPERTY LINES O O N Q h CORE JOB NO. 16114T EXISTING WATER LINE TESTING DETAIL t8 FT PLAN VIEW NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2"TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE Y STD. PLAN - 300.2 + MD+ PUBLIC WORKS CONNECTION TO WATER MAIN CUT o� DEPARTMENT IN -LINE TEE & ONE VALVE MARCH 2O10 a a 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE 90' BEND 10 THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRSILTY SAND M SILT FIRM COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4- 90` 45' BEND 11 1/4' 90' 45' BEND 11 1/4- FITTING BEND TEE CAP OR PLUG & 22 1/2- BEND TEE CAP OR PLUG & 22 1/2- BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 1 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 1 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' iRUST BLOCK BEARING REA REFERS TO THE 4CE OF BLOCK MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 • { PUBLIC WORKS + �•` + DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) a 4,7 1 NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN �Y STD. PLAN - 300.6 + PUBLIC WORKS POLY PIG STATION FOR CLEANING OF �N fob DEPARTMENT WATER MAINS MARCH 2O10 INSIDE HOUSE PREFERRED CONFIGURATION �a� 5 0 v 3 10 8 10 4 2 FLOW 1 ADJACENT TO WATER METER PROPERTY LINE SAWDUST 5 6 9 5 FILL 24" MIN .7 7 7 6" 1 FROM 6" WATER METER 1 10 310 8 10 4 I O FLOW 2 FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION STD. PLAN - 340.5 + + PUBLIC WORKS 3/4" & V INDIVIDUAL PRESSURE REDUCING o� DEPARTMENT VALVE ASSEMBLY MARCH 2O10 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE RON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, NC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN FINISH GRADE 12" MA: gaw 0 36" MIN COVER N M 22 CIT PIPI ? I IN UNIMPROVED RIGHT OF f WAY INSTALL METER BOX AT >' PROPERTY LINE WITH 12" W' LONG COPPER TAILPIECE.CL w' 0 I SIDEWALK 001 TOUCHREAD WATER METER TO BE ,-JI PRIVATE PIPING SUPPLIED BY THE 12 z a FCITY TYPE "K" SOFT o 0 COPPER TUBING 04 ") NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC5Q44, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: 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- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST F_ AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: 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. r 3/4" OR 1" GALVANIZED PLUG 3/ STD. PLAN - 320.1 t 4" AND 1" WATER SERVICE + �+ PUBLIC WORKS o� DEPARTMENT NOVEMB]ER 2009 W-397303 S-397303 CONSTRUCTION RECORD DRAWING 1 �LIDEK0 r of WAs/X; 9 CIVIL ENGINEERING o.on LANDSCAPE ARCHITECTURE PLANNING off•, �F 411846 �. �zw� DESIGN SURVEYING 0A •• G/STV\k ��� FSS�ONAL ENS\ 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 11-IZ-1� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DAP SCALE. VERTICAL NAVD 1988 HHORIZONTALNAD 1983/1991 DATU M • CITY OF ; 'RI OPAGE: Planning/Building/Public Works Dept. SANITARY SEW�'R AND WA TAR DETAILS DATE: 2017DBOOK: DESIGNED: WG, FlELSEPT. °R`W"SES ONE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0: C5 31 CHECKED: MAY NO. REVISION BY DATE AP P R APPROVED: SHY SHEET, 13 OF: 22