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HomeMy WebLinkAboutW-397303NO RECESSED LIFT POCKET o�� SFWER �- 3 JA" LETTRING "SEWM" ;2) Bt7C, BOLT S(ALLEN I[ADt 5/8" - 11 X 1.5 SrAINLC5S $TEE. 3FF. PF4T #G(19R1177 o�I� - 1 L-yfv+. ASPHA 1 1 1 1 2-' .1• 1 I-- �•''4" CAYT 1RON RING AND COVPR Ncl In Sr_nle H-RAVE -i1,' n" ~` 45' (' /-E) 314C OR DAIIRC PIPE MA7PiAL AS SDECIFEii PY TIIE ENriNCCR 11V �5• 1. 9' AND 6• CLEAN-CUT RINGS AND CY1vCRS ON SEVER MAINS SHALL & LAST-CNOAII IRON NORKS, INC_ No. 3698 (DROOUCT NO. IXU49903) Cfl APPHUVLJ LWAL CYLAN OUT 51HALL BE A WATER T'GHT A55EMBLY 2. IN IINIVPROKD AREAS, POUR A 1'-0- )HICK, 2' • 0- SQUARE CONCRETE. CLASS 30D,% PAu AROUND "I IF RIN9 AND CCVF_R, STB. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEAINOLIT DEPARTMEW FOR SANITARY SEWER MAIN ^PT40J_- LNE,-.,...-- f I_8,. _ �1 FUrW MTI 4" SIDF S - 0c- =:A 2"11 A" STUD MA*9140 POST PARTED I 6' LAP) %H17E 07H 7HE WCR] 'SEIAE7Y KIMCII.FD 14 3' HIGH 5LAC* Li=' re. A14D 41B NRE %TLI,PPID RKLIJND T}tE STL;J M1r13 EISTFIM)FD T17 'HE TGP 4F THE 5TU0. I I I'YAi'Xb' SLRFKF armarr wiH P07 WN FdAG AND DaYER (EAST imDAN IRP4 1 f" PWJL"JC1 H0, D=75Q2 OR rPPRMrZ EQUAL, srEaP r 'Stick m a jo} (ME YD. 'LkN 40.1 MR INST.ILL41.10w) API EAGLE THREW-2 CLEAN-0JT A36P1E]R As At PLUF W AQPRQ LD SDJAL) Fl1TtiI 4' SI1E SEWER �Jr ems" &CWFR s-Le I-Irta • WfE FUTURE 011w -V' HLUUCE11 `gNIER WAN SZE X G" ME IS1 -`ASL5 PR0 BLIP£% FM A. VITFIfT1ED CIA'( 4+6N - S:4 I IN A REIN p'oC 'SEE' U50,C 'SRDNG- I?A[it' F_%ICfiLE ti0bPLI11GS {�ER%Ica m AAFROVEG EQLSAL.). 9, CC14CFEM YA14 CUT IN A NCII' PVC "[ES USiNL 'SiRO^m-BACK' FLEmaLE cwpL kwGS (Irrom . OB ,4F@m1Rc*D EQUAL) C. PVC & 99M PVG STAIN - CUT IN NEW M WANG 12100 CEUPONGS Oil C012E-.Ardl LET! Vni A R04AC SAJ}CLL (OR APPROVED SOUNJ 3, OL-CzLE IRCM WAIM CORE-I)MLEEO "T'I A r WAC SMDLE (OR a.Tn '4uAL) E-. WANHq-F CLTAIEE-Ivm - ALL CO1AECPON$ TO MAN 0z4 194ONLL Wz AT IdAHJFACTURFD KNOI:K -ad -K OH THC E; (Rtt J&mL 511ALL DE OCR: -GRILLED. f OyA DOWMEIL S" 1IE 7 j D., fiJV Il]i SE4 M SIA N kiNN OL`,flyiR=TE 3LO nw m e S31.ITK rrpicAL 5rar SEWq N0.7T.. LAKESS OPIERKISE am" ON PILAFIL SIOE SEWER SHALL YAVF A MIN1101,I1d '7,5 unEw r' F1i0✓EIITT Li Pa DR ]-n' I-DwR Tm04 114E LO'IrILST HQU5L. ELLVAIICN, WHRHE R IS LUAT-71. STAN DARO SIDE SEVER SM. PLAN - 40.1 PUBLIC WORKS I N STALLATION � �] DEPARTMENT {SEINER MAIN TO PROPERTY LINES _, , FX SFMITR AlakiM __-5ML 0J24TH k5 SELULLI 8" SEW9i TSTI.9E S, 5E 15ER L4 M TEE 9 11" TEE } 7 r CBUPLk1; 1C --- E_ r era rs IdgJF" �XSi1ND SaNfTWtI 91 ER ram _ w mr unL. FLW 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"fAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL 4- W-T� 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 + + PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN - 300.2 o� DEPARTMENT IN -LINE TEE & ONE VALVE MARCH 2O10 n E a - - 11-1/4' BEND 22-1/2' BEND 45• BEND CAP TEE 90' BEND 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 ..I 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 47 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 + PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 �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 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" & 1" 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 12" MA: FINISH GRADE gaw �> O 36" MIN COVER N o 22-1/2' CIT PIPI ? I IN UNIMPROVED RIGHT OF f WAY INSTALL METER BOX AT >' PROPERTY LINE WITH 12" W' LONG COPPER TAILPIECE. w' a I SIDEWALK a TOUCHREAD WATER METER TO BE ,-JI PRIVATE PIPING SUPPLIED BY THE 12 z a FCITY TYPE "K" SOFT o 00 COPPER TUBING 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- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L 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 5-397303 CONSTRUCTION RECORD DRAWING �l• 7�IDEK0 v WAsy�ar CIVIL ENGINEERING `'0.on LANDSCAPE ARCHITECTURE PLANNING -0•• 41846 �� DESIGN SURVEYING �0A 'p�.G l STE?F FSS�ONAL ENS\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 11-IZ-1� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DAP SCALE VERTICAL NAVD 1988 HORIZONTAL HAD 1993/1991 DATU M . CITY OF �' RENTON Planning/Building/Public Works Dept. SANITARY SEWER AND WA TER DETAILS' DATE. 2017 SEPTFlELDBOOK: DESIGNED: WG PAGE: DRAWN SES ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING N0: C5 31 CHECKED: MAY NO. REVISION BY DATE AP P R APPROVED: SHIN SHEET: 13 OF: 22