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Home My WebLink AboutS-376002H CO) N 3 FTESTING DETAIL / I O NEW T,,..WATER FINE TAPPING IEE (MOOT) VERTICAL CROSS(MUWQ W POLYPICGING TAPPING GALE AMC(M (R xM2 I -B IND MAAOE ON BOT WN 2' IAP AND 2 PWG IND 2 -INC G (MJ) WW 2 -INCH FAR I-DLINJ J) PAR ON BOTTOM AND 2 -INCH DIOW-OFF ASSEMBLY 1-PLDOARY WM 2'TAP h 4" BLOW -CFF CONCRETE BLCG(ING TEMPORARY BLOCK Al FINAL CONNECTOR DETAIL ' \ AFTER ALL CLEANING 9Y P0.YPIG, PRESSURE RESTING AND NSWFECTON, RELOVE TEMPORAY STOCK h BIOM'-OFF M'0 CONNECT TO VALVE AN DI, SLEEVE (NJ) & UI. SPOOLS FINAL CONECTW BY CITY FORGES NORS: 1. TAPPING TEES SHAH SE MADE CF CAST IRON, DUCTILE IRON OR EPDIT-CHARD 5 EEL BOILM AND NUM R1AL BE CON -TIER. ALL ZEES MD YAI.LES SHALL BE WATER TESTED BIRMNE TM 2 NO 4II GIN SM TAPS ON CAST-IRON WATER LINES TAP SHALL BE AT ` NOLEAST WET 2' CAUN £R DIAMETER TRIPSTHEFISTING MAN. ON ASSERMS CEMENT LORE ON SPIEL ONE .MFT-IµPWG OF EASTRIG GUY CSI RGTON WATER MAINS WILL BE TOM BY VEER TM Wt SUPERIOR TARRING INC. s. CONTRACTOR STALL PDNOL AND 'a, THE HORIZONTAL AND VERNAL ALTNMENT OF CWRN'G LINE M SNR AND STALL START LAYING NE NEW LME AT THE SAKE HORIZONTAL AND VRMCAL ALIGNMENT GF THE OUSTING STUN. G. CITY FORCES WILL PERFORM THE FNAL CBQECHON FROM THE WATER LINE N THE TAPPING VALVE IN OL SLEEK AND BI. SUCCL. PUBLIC WORKS CONNECTION TO WATER MAIN WITH7' PLAN - 9001 DEPARTMENT TAPPING TEE $ VALVE MARCH 2010 Call 2 Working Days Before You Dig 1-800-424.5555 Utilities Underground Loeation Center (ID,MT,NDFORFWA) 7' 13'a ' PLASTIC METER SOX EOUAL TO MID -STATES PLASTIC. INC W OSERIES MSBCF 1324-18 NIP 175' NICK DOODLE IRON BAMOND PLATE COVER EWA1 LO MID STAINS PLASTCS, INC MSCRC-1:316 R VON READER LIS AND ]" DRILLED HOLE' FOR TOUCHREM PIT LID (SEE DETAIL A A) --� £29" MIN FINISH GRADE ??" MAX :SF' NW TEAR, 1o8 22-1/Z IN UNIMPROVED RIGHT C£ __-N WAY INSTALL METER BOxAT zI I B' PROPERTY TINE WN 12_ c" E LONG COPPER TAILPIECE. 48" 6 MIN. $I �SIDEWALX gl 21 1qD x TIDE SOFT I =?o COPPER P. CUBING. ERMVIArtRMAIN IFS BE S DNF i0 HWS IS IN BE INSTALLED IN NE NNRE INSTALL FptO C14-33 OR 44 FlPT x COMPRESSION COUPLING L LOOP DOWN f0 CENTERLINE UE WART MAIN. PROVIDE SLACK IN COPPER S4PPERT fi/B 6/9 METER. AFORD M SERMON UNE TO METER, V8.72 -15W-44 -33G. 0- MWINNAR BRA55: VJMVS AN INLET ON N MU II FR. G/4 -D -$4]0-R MIX ARGUE BALL VALVE pi INLET AND BUGLE CHECK VALVE QY OUTLET CCRRORAl10N STOP WITH BALL VALE. FORD DOPPER5xT1Eft:£GR 1�EIERL FORD VBN)2-15W-M-44G. OR TAPERED NREAD (CE). QUICK JOINT M60NALU. BRA55: QH-CSWCCQM. OR MUELLER: 1-8-2470-2 (3/4" FROW .3 M OR AY MCOONALO 47C18 SON INLET ANO GULLET WN WICK JOINT. PADLOCK "NGS ON jY MIMO-4-Q) OR AY MCDONALD 47016 INLET ANI BALL VALVE AND SINGLE OLSON VALVE ON CURET. ALL FIENDS SMALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTAL.ED-MLLIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-RON EQUAL TO OLYMPIC FOUNDART 'FJ.PANSION JOINTS MUSH BE INSTALLED ON BON SIDES OF METER FOR A- A DRILL 2' ODA HOUR FOR AMR (AUTOMATIC METER READ) TD, DEVICEII 2-1/2'MIN MIN . FROM NEAREST - AND EDGE aF PITAUD i R0 I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST V FROM UNOERNEAN MBS UNLESS THE RIB SPACING ALLOYS THE NUT TO TIGHTEN AGAINST THE OPEN SDE OF MORE THAN ONE MD. t PERU; WORKSWORKS AND 1" WATER SERVICE STD.. PIAN - 920.1 1]f E ART'MGN1' NOVEMBER $009 NOT TO SCALE MANHOLE FRAME AND COVER.. SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKEIED JOINTS IN ACCORDANCE WEI ASIA C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC„ OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A' I B' C D E 48 MH 48" 6 MIN. 5. MIN. 24 MIN 21 1qD 54 MH 54" a 'MHN. 55 MIN. 24 MIN 24 60 MH 60" 8 MIN. 6 MIN. 42 MIN. 30 NOTES: I. .STEPS TO BE POLYPROPYLENE SAFETY STEPS. CqJ C SA1.0 CY9RAC SP 0 CRAVE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. I -t/ 90 3. CASTING SHALL BE PER STD. PLAN 401. 90 5 OENO 1 /S 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. - I ]3 /3 ew0 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. pr O "fF OF R.J ¢!a /r 6. ADJUSTMENT OF THE CASTING M GRADE SHALL BE ACCOMPLISHED WTM A COMBINATION OF GEMS 2" CLOSE NIPPLE ADJUSTMENT RINGS, BRICICS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BETWEEN CAP OR PLUG MA, BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHRDED ] 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, pRj.V IN 10 COATED (SEALED) WTH A HIGH SOUDS URETHANE COATING; WASSER MC-AROSHIELD OR 38 E] APPROVED EQUAL, .COLOR OF COATING SHALL BE WHILE. SO 15 _ IS IS 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE PITH ASTM C-443. 1-1/2" AND RETAINED ON 1/4" MESH 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE .INSIDE DIAMETER OF THE LARGEST .PIPE B 6 15_ 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR 1S USES ARE AS FOLLOWS: APPROVED EQUAL fE VITRIFIED CLAY MAIN - WT IN A NEW SECTION OF SEWER MAIN WITH 11. IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF G' AND A MAXIMUM OF 12" 4'-0 MW, tLNF LCR rv'AIDNIAN 12- ON .111M. Nq% NDdT Oi THRUST BLOFM (i T1 - OS " DFP1H CF 1PiNCH ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE (REFUNDS, OR APPROVED EQUAL). IN PAVED AREAS, COYER MUST SLOPE IN ALL DIRECTIONS M MATCH PAVING. - B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WEI Y STID• PLAN - 400.1 T L . PUBLIC WORKS d DEPARTMENT STANDARD SANITARY MANHOLE C. PVC MAIN - CORE -DRILLED PITH A NOMAD SADDLE (OR APPROVED L I EQUAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS, SEPTEMBER 2011 DUCTILE IRON MAIN - CC(RE-DRILLED WEN A SCABS SADDLE (OR APPROVED EQUAL) E MANHOLE CONNECTION - ALL M4NECRONS M MANHOLES SHALL BE B e LITCHFIELD ENGINEERING 4 REVISED PE 29476 12840 81ST AVENUE NE a REVISED PE REVISED PE �A99lOrAA.L l �� Kirkland, Washington 98034 1 V' (425) 821-5038 FAX (425) 821-5739 T suBMrnED STAMP NOT VALID NO. UFT POCKET 11-1/4' BEND 22-1/2' BEND- 45' BEND CAP TEE 90 .BEND THRUST NOVA BEMNc MFA IN AWARE FELL (SEE NOTES) FOR LCACWTAL AND DOWNWARD ISHLML POLLS Stll PPo SIDS q 1. mrr SINN CqJ C SA1.0 CY9RAC SP 0 CRAVE 90 5 REIN I -t/ 90 45 B NO Til 1/S' 90 5 OENO 1 /S FRnuC &ND LEE CM -PLUG - I ]3 /3 ew0 RC G OR PIva pr O "fF OF R.J ¢!a /r GEMS 2" CLOSE NIPPLE DEND BETWEEN CAP OR PLUG MA, A2 ] 1 21 pRj.V IN 10 113 9.d 94 A' 38 E] 6] f] 1:9 4T SO 15 _ IS IS C .3 1-1/2" AND RETAINED ON 1/4" MESH SA B 6 15_ D 3].5 SIS 1S USES ARE AS FOLLOWS: 88 10p ].5 fE VITRIFIED CLAY MAIN - WT IN A NEW SECTION OF SEWER MAIN WITH AREAS CANLARO W JOB PSI RST RNSRN U-0 WN 1O 1 LIR WA cRMAM. LR THAN 12. 4'-0 MW, tLNF LCR rv'AIDNIAN 12- ON .111M. Nq% NDdT Oi THRUST BLOFM (i T1 - OS " DFP1H CF 1PiNCH NIH. HLIW i OF THRUST BLINK (El) - O.D. NPT 4 1.0' N. NLANN� ;W� WN. RVI NOTES. 1, LOCATOR AND 512E U BLOCKING FOR NPC LARWt 1. IS`WAN. AND EOR SDL TYING tlTTERpT THIN SHORN CH LL SE OEIERMIN S BY 18E ENONEFN. 2 All BLOCKNO 91ALL.a POURED W PLACE AONNST SOMSNRMS, NATNN BRAIN 1 ALL PUOURT MNUS T BLIXX9 SHALL BE BA.M. ATTER NN 1 DAY, PRESSNRE ANDRIS SHALL OCCUR A`WP PENANKIL HAS REAM M NCNIXAL CCVMMVW S.RENN. A. ALL MC ANG SCULL BE CONCRER G. S S - R'). s. MUCKNG AGAACT n NN6 STALL BEM ADNNST THE MCAMST FULLNG SURFACE ANA PCGRKI BUT CHAL NOT COVER ON FNCHWU SULL ENDS .1 GG.15 . UNpS REVOKABLE ACCESS M MUM CURD GLANDS SAM RE PA NDTD. PUBLIC WORKS �n + UEPARTE18N9, C CONCRETE BLOCKING FOR HORIZONTAL AND ENDSDOWNVRD VERTICAL BENDS SID. PLAN - 990.2 MARC'If aol0 �� K' - 11 N.C. SOCKET HD 2" A.C. SCREW 1 Y4 LONG (BRONZE OR SS.) )r x 2" RAISED, PADS 6' CONCRETE TE CLASS 3000 12 W 14" 1 Y. 11" - 12 W TV CAST IRON RING AND COVER `SAND OR EXPANDABLE FOAM WATER TIGHT PLUG 45'(1/8) BEND 22. 1 8" y1i L P.e NA.� t,P �O J� �O V' PIPEMATERIAL AS SPECIFIED V� BY THE ENGINEER 45' (1/8) BEND NOTES, 1. 8" AND 6" CIEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. N. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000• PAD AROUND THE RING AND COVER PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT SID. PIAN - 409.1 DEPARTMENT FOR SANITARY SEWER MAINSSEP.EMBER 2011 WATER MAIN Y' CLOSE NIPPLE 2" 90' ELBOW CONCRETE BLOCKING IF ADDITIONAL ADJUSTMENT IS REWIRED. INSTALL 2-2' CLOSE NIPPLE AND 2-2' 90' BEND, SCREWED AT THIS POINTFIELD LOCATE PLASTIC METER ---- _ PLANTER OR CAST IRON BOX OR CONCRETE AREAS. .-T--2' CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS TWO PIECE CAST IRON VALVE _ (SEE ONG BR46 / PAGE E EQUAL OLYMPIC FOUNDRY CO. C D STANDARD 8 -DP SECTION --6" MAX. WITH REGULAR BASE SGCTtON 0 -C y LENGTH TO FIT - _ 3`r 2" RESIDENT SEATED FUTURE CARE VALUE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE n BETWEEN CAP OR PLUG 0 AND 2" 90' ELBOW SURFACE CLEANUT PITH TE IN 3NIGH BI ' LACK LETTERS AND . WIRE CAST IRON. RING COVER I� a6 INSTALL 4 MIL POLYETHYLENE 18 MAX.° PLASTIC COVER OVER WASHED 2925 OR APPROVEDEpUA4 EXTENDED TO THE TDP OF ENE BEUD. EQUA( GRAVEL CUT HOLE FOR PIPE LL SPECIFY 'SEWER" ON UD, �CD 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN INSTALIATON) ELEVATION UNE r CONCRETE SIDEWALK I 2 1/2" NST (HOSE) AND 2 1/2' FNST CAP WITH GASKET 2'x2"x2' TEE AND 2" CAP 2' CLOSE NIPPLE BEWTEEN TEE AND 90" ELBOW. 2" 90' ELBOW Y PUBLIC WORKS 2" BLOW -OFF SSD. PIAN-- 9401 7� DEPARTMENT PERMANENT ASSEMBLY 3(ARCH 2olO 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN SE' CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) W-316002 q Z PROPERTY UNE C CP a T 2 0 -C y -O. m 9 i aHz FUTURE 8" BUILDING SEVER PIPE BUILDING SEWER TEE WTH 6" SIDE OUTLET n 4" STUO MARKING POST PAINED 6'%6'X6' WYE WHITE WITH THE WORD 'SEWER" STENCILED 0 rcW SURFACE CLEANUT PITH TE IN 3NIGH BI ' LACK LETTERS AND . WIRE CAST IRON. RING COVER I� a WRAROUND THE STUD AN (EAST JORDAN IRON O O 2925 OR APPROVEDEpUA4 EXTENDED TO THE TDP OF ENE BEUD. EQUA( LL SPECIFY 'SEWER" ON UD, SEE SM. PLAN 403.1 FOR E SIDE SEWEIR A D BUILQBJ SEWER INSTALIATON) ACCEPTABLE PROCEDURES FOR EIDE SEWER CDNNECPONS TO MAIN USES ARE AS FOLLOWS: A VITRIFIED CLAY MAIN - WT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPUNGS (REFUNDS, OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WEI A NEW TEE USING FLEXIBLE COUPLINGS (EERNM OR APPROMM EQUAL). C. PVC MAIN - CORE -DRILLED PITH A NOMAD SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS, D. DUCTILE IRON MAIN - CC(RE-DRILLED WEN A SCABS SADDLE (OR APPROVED EQUAL) E MANHOLE CONNECTION - ALL M4NECRONS M MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE SIRUCII SHALL SE CORE -DRILLED, 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. SOU? 1:3;5 MIX- p5 CONCRETE ONO BLOCKING X,� G� 29. MIN SLOPE 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN SE' CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) W-316002 q Z ggz C CP a T "Z 0 -C y I 0 m 9 i aHz N I y0 :E o'F S=316002 CITY OF RENTON APPROVED BY' DAIS I 8 O APPROVED BY' DAIS D APPROVED BY: DAIS Z APPROVED BY' DAIS a _ Q AENrs KAL 9-5-14 KAL DEsoE¢ srxE: NTS IM@IIMI:' w CITY OF BLAKEY TOWNHOMES X12-3-13 LENTS KAL 7-21-1 KAL KAT- L 604 MORRIS AVENUE S IENTS KAL 4-1-14 KAL KAL -'� RENTON RENTON WA 98055 M� KAL" DATUM planning/Building/Public Works Dept. wuwe Lc KAL 2-3-13 KAL a¢tuu REVISION BY DATE APPR AL WATER IS SEWER DETAILS & NOTES 7 -3 7 W py a D T z 9 0 -C y I 0 N 9 i aHz N I y0 :E o'F I n w 0 S=316002 CITY OF RENTON APPROVED BY' DAIS I 8 O APPROVED BY' DAIS D APPROVED BY: DAIS Z APPROVED BY' DAIS a _ Q AENrs KAL 9-5-14 KAL DEsoE¢ srxE: NTS IM@IIMI:' w CITY OF BLAKEY TOWNHOMES X12-3-13 LENTS KAL 7-21-1 KAL KAT- L 604 MORRIS AVENUE S IENTS KAL 4-1-14 KAL KAL -'� RENTON RENTON WA 98055 M� KAL" DATUM planning/Building/Public Works Dept. wuwe Lc KAL 2-3-13 KAL a¢tuu REVISION BY DATE APPR AL WATER IS SEWER DETAILS & NOTES 7 -3 7 W a D a n z 9 0 -C y 0 O A N :E o'F I n w T rn O S=316002 CITY OF RENTON APPROVED BY' DAIS I 8 O APPROVED BY' DAIS D APPROVED BY: DAIS Z APPROVED BY' DAIS a _ Q AENrs KAL 9-5-14 KAL DEsoE¢ srxE: NTS IM@IIMI:' w CITY OF BLAKEY TOWNHOMES X12-3-13 LENTS KAL 7-21-1 KAL KAT- L 604 MORRIS AVENUE S IENTS KAL 4-1-14 KAL KAL -'� RENTON RENTON WA 98055 M� KAL" DATUM planning/Building/Public Works Dept. wuwe Lc KAL 2-3-13 KAL a¢tuu REVISION BY DATE APPR AL WATER IS SEWER DETAILS & NOTES 7 -3 7