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HomeMy WebLinkAboutS-336106P Q O � Y 6" BUILDING SEWER PIPE i THE WITH e" SIDE OUTLET � w °o a 6" SIDE SEWER AND BUILDING SEWER PRGPERttUNE O" FUTURE BUILDING SEWER 2'k 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANTS STENCIL. ON SIDE WORDING "SEWER" WTH 3" HIGH BUCK LETTERS. AND /6 WERE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING. MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. I ' MIX a° CONCRETE } BLOCKING �PMYN. ryy fi °. SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING. ANGLE QE_ML AT MAIN OVER ELEVATION u W. O C) HH� NOTE: �-H UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE FE•4 W AMINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER rN THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Q F4 a 10 T Ew1Ye nPK ay AG Pig µp WIMMU FD mleviv Y QAMD M9 YWANDI N QQ YAWIIW (MM %IWtlNY fJ1Ai ro oocYP° NOT gfFED w FtET x SW 1/4 OF SECTION'S, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES PIPE MATERIAL AS SPECIFIE BY THE ENGINEER SECTION 8 -8 ro T IRON RING AND COVER NOTFR. 1. 6' CLEANOUT RING AND COYER SHALL BE EAST JORDAN IRON WORKS. INC. STANDARD SIDE SEWER INSTALLATION Z, No. 3675, CLEAN OUT SMALL BE A WATER TIGHT ASSEMBLY: W UNIMPROVED AREAS POUR A 1'-0' THI,K, 2' -Q' SQUARE (SEWER MAIN TO PROPERTY LINE) CGNOTEM CLASS MOO. PAD AROUND THE RING AND GAYER, 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RIMS AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWNO BR36. CITY OF R6NION ♦ w ""�•�- 9TANIIAIro PTAN6 LET DATE: 04/04 lµ.0 ReM led note& JDH 10/lijae Add tl `L �� DWG NAME' B07B SP PAGEDWG NAME: B07B SP PAGE'BC (DATE I REVISION �8Y-1I REVISION HOLE FOR ©. ® ® f4 caxL9YRY o ® 5 ® O PERIMETERS OF MINIMUM CLEARANCES gV' t e w x TO BE PANTED ON FLOOR IN WHITE OUTMEL BLAC LETTERS TO INCH 'DO NOT BLOCK ACCESS'' Mfr z L B ( 7 WAY :INSTALL METER BOX AT 0 �• PROPERTY ONE MEN 12' P✓IS11C, ecF SERIES. 1730 -16 WITH Z' THICK. BOOTIE LONG COPPER TAILPIECE 6' MECHANICAL n I SIDEWALK 1" CLOSE NIPPLE ANAL STANDARD TNRE� T" UNION V) IOUCHRfAO WATER 1" MPPIE METER TO BE 12• W \TS OU PAINT 9 _, Y=_ M}6Df QY z TYPE •N' SOFT COPP�l Lil G. o Z W ADED E WT4 THREADED ENDS . CURB OR 127 BEHIND BACK OF 2 BRASS NIPPLE.- e' LONG ° a e 0 ® J .0e2' IRON PIPE THREAD CORPORATION STOP O TH zQ TWO -PIECE CAST IRON VALVE BOX WITH LUG TINE GUY :1 JOINT M. Y Q W at VALVE DETAIL .�fss NASL t x EXIE14SION AS REQUIRED (SEE BOG OFMO /PAGE Q ry EXPIRES 04/23/07,; MAX M IN 2* n_ LJJ RAISED AB STIMPSN PAVEMENT MARK 84UE. TYPE 80 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North —. Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -010!? Y v g � 4.W N M INOI 8 a 01© ,4 6" BUILDING SEWER PIPE i THE WITH e" SIDE OUTLET � w °o a 6" SIDE SEWER AND BUILDING SEWER PRGPERttUNE O" FUTURE BUILDING SEWER 2'k 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANTS STENCIL. ON SIDE WORDING "SEWER" WTH 3" HIGH BUCK LETTERS. AND /6 WERE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING. MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. I ' MIX a° CONCRETE } BLOCKING �PMYN. ryy fi °. SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING. ANGLE QE_ML AT MAIN OVER ELEVATION u W. O C) HH� NOTE: �-H UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE FE•4 W AMINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER rN THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Q F4 a 10 T Ew1Ye nPK ay AG Pig µp WIMMU FD mleviv Y QAMD M9 YWANDI N QQ YAWIIW (MM %IWtlNY fJ1Ai ro oocYP° NOT gfFED w FtET x SW 1/4 OF SECTION'S, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES PIPE MATERIAL AS SPECIFIE BY THE ENGINEER SECTION 8 -8 ro T IRON RING AND COVER NOTFR. 1. 6' CLEANOUT RING AND COYER SHALL BE EAST JORDAN IRON WORKS. INC. STANDARD SIDE SEWER INSTALLATION Z, No. 3675, CLEAN OUT SMALL BE A WATER TIGHT ASSEMBLY: W UNIMPROVED AREAS POUR A 1'-0' THI,K, 2' -Q' SQUARE (SEWER MAIN TO PROPERTY LINE) CGNOTEM CLASS MOO. PAD AROUND THE RING AND GAYER, 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RIMS AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWNO BR36. CITY OF R6NION ♦ w ""�•�- 9TANIIAIro PTAN6 LET DATE: 04/04 lµ.0 ReM led note& JDH 10/lijae Add tl `L �� DWG NAME' B07B SP PAGEDWG NAME: B07B SP PAGE'BC (DATE I REVISION �8Y-1I REVISION HOLE FOR ©. ® ® f4 caxL9YRY o ® 5 ® O PERIMETERS OF MINIMUM CLEARANCES gV' t e w x TO BE PANTED ON FLOOR IN WHITE OUTMEL BLAC LETTERS TO INCH 'DO NOT BLOCK ACCESS'' Mfr z L B ( MG 9' 2' GRADE x 36' MIN COVER -1/2• NEW DUCTILE IRON WATERMA N PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH CLEANOUT. ADOPTED CIOCITY A R6 LAN LETS DARD PLANS LY[ DALE: 04/04 DWG.. NAME:. 8076 SP IN UNIMPROVED RIGHT O'� 7 WAY :INSTALL METER BOX AT 0 �• PROPERTY ONE MEN 12' P✓IS11C, ecF SERIES. 1730 -16 WITH Z' THICK. BOOTIE LONG COPPER TAILPIECE 6' MECHANICAL n I SIDEWALK 1" CLOSE NIPPLE ANAL STANDARD TNRE� T" UNION if.E THREADS 40TH A 57'41( IOUCHRfAO WATER 1" MPPIE METER TO BE 12• SUPPLIED er THE \TS OU PAINT 9 _, Y=_ M}6Df QY ACRYLIC GLCS�, SAfffl' _T TYPE •N' SOFT COPP�l TURING G. PIPE -FORD C23 -44 OR EQUAL;. 2 RETRUENT GATE YALbE. ADED E WT4 THREADED ENDS . CURB OR 127 BEHIND BACK OF 2 BRASS NIPPLE.- e' LONG ° a e (MIPT X MIPT) a °III; o ° .0e2' IRON PIPE THREAD CORPORATION STOP O TH 90' 89M FOR COPPETL FORD TYPE MODO PACK TWO -PIECE CAST IRON VALVE BOX WITH LUG TINE GUY :1 JOINT M. POST EQUAL TO OLYMPIC FOUNDRY CO. STANDARD I $ C INDICATOR at VALVE DETAIL .�fss NASL t x EXIE14SION AS REQUIRED (SEE BOG OFMO /PAGE EXPIRES 04/23/07,; MAX M IN 2* N.T.S. RAISED AB STIMPSN PAVEMENT MARK 84UE. TYPE 80 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North —. Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -010!? v g � 4.W � M INOI 8 01© gDGVA MUST BE INSTALED IM NEOIA)ELY AFRT. PIPE PFTIEIRATON THROUGH BUILDING FLOCK 6LAO � ROOM IN BIT DDCVA IS LOCATED SHAW A. HAVE FLOOR DRAM GORKEGTED TO ME SANITARY SEWER SYSTEM. TAPE U. NAVE A HEADING SYSTEM (4C F MIN. TEMP :) NO HEAT 6 pp G NOT BE USED FOR STORAGE AROUND THE BO VA R . Li 12 D. HAVE CLEARLY DELINEATED ACCESS WAYS TO ODCVA AND PIVS. C 3 A RIGHT-pF -ENTRY AGREEMUNT MUST BE GRANTED TO THE o CITY OF IZENIGER FOt INSPECTION OF THE DDCVA Of AND METER. 71 7, d SEPARATE FIRE SPRINKU R PLANS INCLUDING INSTALLATION OF DDCVA O_ E=VOESU8B�TME REtlTON FIRE PREVENTION DEPARTMENT FOR , A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. N in I V Q p N ^ N W W P GO U' U• � m sy rer i- MAIN ONE TEE (NJ x FL) WTH CONCRETE BLOCKING (WATER MAR LOCATED IN EASEMETT PRIVATE PROPERTY TO FLAN NOT DE MORE THAN 50 FEED 70 HUIIDINO) 2- BRANCH VALVE (FL x M,) NTH VALVE 60X AND COVER 3- CLASS 52 DUCTILE IRON. PIPE INCH MINIMUM) SHAW. BE RESTRAINED MITI SHACKLE RDUS ALL PIPE AND FITTINGS O FINISH FLOOR LEVEL U STANDARDS, AND CONCRETE THRUST BLOCKS PER EIFIA AND 4- VALVE WIN TAMPER CH POST-IBENDS ELEVATION NEW OF DDCVA (2 DUCTILE RE 5- 2 -90' BENDS (FL . FL) WIN FLANGED. DUCTILE INGN PIPE SPOOL WIN I- 0- 18' LONG; SPOOL (FL . PE) Z W 7- FLANGE CWPUNO 8- APPROVED. ADAPTOR 60CVA ON MAW LINE IN HORIZONTAL POSITION ONLY. ADJUSTABLE STEEL PIPE SUPPORT, W CL PER LATEST DEPT. OF HEALTH APPROVED UST OF BACKFLOW PREVETTI DEVICES) STANCHIONS BOLTED TO FLOOR, W BOrRIN OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND I- 0 NOT NICKER TNAN 3 FEET MAXIMUM INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT CO URNS UNDER DOGVA r Z e- OS A Y VALVES TO BE RESUENT SEATED WI! TAMPER SMTCHES. D, O ' ADD TIMING W AOCOBbA dE MIT L & I v 10- METERED 3/4 NOR BY -PASS DCVA - DY -PASS METER SHALL BE A 3/+ INCH J G, w OU SENSES -ECR• SR POSITIVE DISPLACEMENT METER EQUIPPED WIN A REMOTE w r W READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BURDING WAU_ 91 SWING TYPE GRAMTY GHECK VALVE, FLAN(£ WIN BALL DRIP IN VAULT OR OUTSIDE MMOING w 12- 4x e It W OULL. ELBOW, THREADS - 13- UL LISTED FIRE DEPT. CONNECTION, UL USTED OREM AWAY CAPS, LOCATE WOMEN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. INSIDE BU__,_ INSTAL FOR v a, F AFTER FIELD INSTALLATION, MAIN ODGVA AND BY -PASS BOVA MUST BE TESTED 3 TNCJ; AND LARCrER IWI�ITION w w w SATSFACTORTLY BY A DEPARTMENT OF HEALTH CERTIFlS BACKFIOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF MENTION. WATER UTIUTILITY I DETECTOR DOUBLE CHECK V I VE ASSEMBLY Q_ a ENGINEERING DEPARTMENT PRIOR TO ACTVATON OF NEW ONE. INSTALL BRASS PLUGS AT ALL. TEST COCKS W W J H W W Z GUY OP REN'[ON a' a' ,-, 4 DAVID FKARS TIM W /04 DATE: L41' A104 ".m i uW Auuu DWG. NAME: 8717 SP PAGE; 8117 MG 9' 2' GRADE x 36' MIN COVER -1/2• NEW DUCTILE IRON WATERMA N PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH CLEANOUT. ADOPTED CIOCITY A R6 LAN LETS DARD PLANS LY[ DALE: 04/04 DWG.. NAME:. 8076 SP IN UNIMPROVED RIGHT O'� 7 WAY :INSTALL METER BOX AT 0 �• PROPERTY ONE MEN 12' P✓IS11C, ecF SERIES. 1730 -16 WITH Z' THICK. BOOTIE LONG COPPER TAILPIECE 6' MECHANICAL n I SIDEWALK 1" CLOSE NIPPLE ANAL STANDARD TNRE� T" UNION if.E THREADS 40TH A 57'41( IOUCHRfAO WATER 1" MPPIE METER TO BE 12• SUPPLIED er THE \TS OU PAINT 9 _, Y=_ M}6Df QY ACRYLIC GLCS�, SAfffl' _T TYPE •N' SOFT COPP�l TURING SERVICL UNL IU Melee. YB1172- 15W- 44 -33G, OR MaDONAiD BRASS: 21- 215WC0013, OR MUELLER: 3/4-8- 2470 -2 WIN ARGUE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP, FORD TAPERED THREAD COPTrtRSET1ER FdN 1'. METER: FORD VT H72- 15W- 44 -44G, OR (CO). QUICK. JOINT MOCONALD BRASS: 21- 415W00044, OR MUEU.Efs 1 -8- 2470 -2 (3/4' FJGBD -3-G) OR AY MCDONALD 47010 BOTH INLET ANO OUTLET WIN PACK JOINT WITH GRIPPER. (1' FIDOD -4-0) OR AY MCDONAI.D 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT HTTNGS STALL BE WIN QUICK QUINT NOTE: ALL METER BOXES INSTALLED WT9N CONCRETE OR PAYED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY EXPANSION MWTS MUSH BE INSTALLED ON 8011it SOES OF METER BOX. A _ " " TRILL 1 -5/8' DIA. HOLE FOR AMR AUTOMATIC METER READ) TOUCHREAD DEVICE 2 1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT UD NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST T' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN CIE RIB. 2" BEEHIVE STRAINER -. CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT AROUND PIPE. 7x I" TEE. 1" CLOSE — ILE BETWEEN.. TEE & BEND I" 90' EMOV 2 "- GALVANIZED IRON PIPE ie" LUNG - 6". 12".11 2" OPEN PATTERN, RETURN BEND - 180' 2" GALVANIZED IRON PIPE HELD LOCATE { l 7 17 "X30" PLASTIC METER. BOX EQUAL. TO MID .STATES 0 MAX P✓IS11C, ecF SERIES. 1730 -16 WITH Z' THICK. BOOTIE /f 6' MECHANICAL IRON DIAMOND PLATE M'x31" MSCOO 173OR I I 1" CLOSE NIPPLE ANAL STANDARD TNRE� T" UNION if.E THREADS 40TH A 57'41( i" BRONZE GATE VALVE. SCREW. EQUAL 1" MPPIE I/A STANEess TO RED -WHITE VALVE CORP. FIG NO.280 UNION :. \TS OU PAINT 9 _, Y=_ M}6Df - ACRYLIC GLCS�, SAfffl' _T OR COUPUNG.COPPER TO MALE IRON IsWft ok AS.' : G. PIPE -FORD C23 -44 OR EQUAL;. 2 RETRUENT GATE YALbE. ADED E WT4 THREADED ENDS . CURB OR 127 BEHIND BACK OF 2 BRASS NIPPLE.- e' LONG ° a e (MIPT X MIPT) a °III; o ° .0e2' IRON PIPE THREAD CORPORATION STOP O TH 90' 89M FOR COPPETL FORD TYPE MODO PACK TWO -PIECE CAST IRON VALVE BOX WITH LUG TINE GUY :1 JOINT M. i" G VANLZED IRON PIPE TD FIT 2" CAP 'MOH 1/8' 1" W. ELBOW BOUCLE STRAP SERMCE CLAMP NTH HOLE FOR DRAIN, . 2" IPS TAP TO FIT EQUAL TO'MEULLER CO- I" TYPE 'X' SOFT COPPER TUBING 2'x1" BRASS SUSHINO ZZ 1° WMBINATK)NNR RELEASE & VACUUM VALVE. 3GNEWfb. APCO N0. 743C OR EQUAL. .IS�IIMD GRAVEN PASSING 1-1/2" AND RETAINS ON 1/4" MESH FOR DRAIN AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE AHIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE ARE - VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS BEHIND CURB OR SIDEWALK. FLUOR MIN FlMSH (TYPIGIL) UNION (TYPICAL) '_ -1e TO QTY METER 1 AIR & VACUUM RELEASE VALVE ASSEMBLY ADOPTED aTe aF RR2TTTDa ♦� 4 4nAtmARD PcANs taT npxa: as/Da DWG: NAME: 8094 SP PAGE: 8094 FOR 3/4' TO 2' DCVO, USE FOGTITE CONCRETE METER BOX N0. IT (17'x20') MI 3/6' STEEL COYER PLATE METER BOX SHMl SE DOUBLE STACKED. FOR 2 -1/2' TO 3" DCVO USE UTUTY VAULT CO. MODEL 25TA OR EQUAL 30' WN. METER 1ESIING & APPROVAL. PING ALL TEST COCKS WTH GRASS PINGS, TO PRIVATE SYSTEM 16' . Er x 4T 1 MINIMUM CONCRETE BLOCK UNDER HYDRANT CUT /EL ALL GROUND MIN 3' RADIUS. 4-875T x 5" STORZ L7/8' MINUS GRAVEL 12' MINMUM Sm336106 BELOW GROUND INSTALLATION. FOR 3./4" TO,3° D CHECK VALVE ASSEMBLIES NOTE: , AFTER FIELD TIED BA TON, AS MUST BE TESTED TEST SATISFACTORILY M ST A DEPARTMENT OF •'I�hI �I�1 HEALTH RENTON WATER UTILITY ITY ASSEMBLY RING P TEST REPORT MUST BE W LINE TO qN OF RENTON WATER UTUtt ENGINEERING PRIOR TO ACTVp14pN OF NEW UNE 0 F DOUBLE .CHECK VALVE ASSEMBLY ADOPTED CRY OF RFNHDH 9TANDARp PAW S L DAM 04/04 MSS. REVISION �RRN DWG. NAME:. 8101 SP PAGE:1310 TESTING DETML se FT 2. NO SIZE ON AT LEAST J. NO WET Tim 4. WET -TAPPIN DONE BY S WESTERN U 3/4" & I" WATER SERVICE s. CONTRACTIl ICAL ADOPTED LAYNGG THE CITY OF BOSTON ALIGNMENT J� ♦ 6. CITY FORCE. J• gy;.V4DAt0 MUM LINE TO TH USF WEB :IM/04 DWG. NAME: 8106 SP PAGE 8106 O EW D.L W. OJ. wAtER UIRi e lob VERTICAL CROGE ON TO FOR N 2'lr A AFTER ALL GLEANING DT POLEMIC, PRESSURE RESTING 1 -BUND fEANa ON TOP MiH 2' TAP AND 2' PLUG'- AND C RR ECRON, REMOVE N Dsh SU BLOCK & TO. OFF TM 1_eLIND FLANGE 2` BOTTOM AND CORRECT CI VALVE WON 0.1: SLEEVE (M.) & DA. SPOOLS 1-PLUC(MJ) MTH 2'tAP & 2' BLOW -OFF RIVAL C(NNECTON BY CITY FQRCES. �. TEMPORARY BLOCK S SHALL RE MADE OF CAST MGM. DUCTILE MOO KR � 11E0 STEEL SOLTS AND NUTS SHAL BE CDR -TEN. ALL - VALVES SHALL BE WATER TESTED BEFORE TAP SIZE TAPS ON CAST -IRON WATER UNE3. TOP SHALL BE CONNECTOR FROM THE WATER SLEEVE AND 0.1. 'FOOL - WATER CONNECTION. DETAIL WET TAP MUSTING WATER MAIN nwCITY UP BORON aft ffiANDARD PLANS CONCRETE BLOCKING I MAIN LINE lEE WIN O'' FLANGE SIDE OUTET: GATE VALVE (FL X NJ) AWWA 0-500, RESILIENT SEAT'.. DUCTLE IRON PIPE. CLASS 52 CEMENT UNED, LE)!@TF,( R'r i -3 /e COR- TENSTiL TIE RODS SEE STD 60NI. EOR; R I WASHED DRAIN ROCK (3'TO 3/6'). MIN. TOOT FLANGE. PLACE Q MET, ENE FILM. AROUND TOP AND SIDES OF PANT ASSEMBLY LEVEL ALL GROUND MIN N RADIUS DOE MAN ROCK , B FILL'-" I FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CIR or lilIN'roN ` 4 DA PIANB LITT M' I8T DAM' N104 BY PR. DWG_ NAME: 8102 SP PAGE: BI C2 'OPEEp TARGET PLATE 7 `OBEY -TYPE EQUAL. TO IOW F -5110 OR AS GLOW - M4DAUQNI M 4 i IT;% MUELLER 4D WATEROUS PACES *I" 6' MECHANICAL -1 /4' MAIN VALVE 4 1101) $ =1/2' ANAL STANDARD TNRE� "PUMPER if.E THREADS 40TH A 57'41( AbAPTOR, 5' STORZ ATTACH@ A,`� I/A STANEess TAGON OPEINATINC NUT:.flF HYDRANT TO \TS OU PAINT 9 _, Y=_ M}6Df j)? ESERVATVE. . ACRYLIC GLCS�, SAfffl' _T OR t CONNECTION TO'L`A IsWft ok AS.' : DEPARTMENT. FIRE H T ci TENSION TO - 8x TO 20` BEHIND BACK OF �P Wf se/ 0 . CURB OR 127 BEHIND BACK OF NEW THRUST BLOCK 3000 PSI 0 28 DAYS THAT IS ADJACENT TO .9c o �' CUBBALK TWO -PIECE CAST IRON VALVE BOX WITH LUG TINE GUY :1 POST EQUAL TO OLYMPIC FOUNDRY CO. STANDARD I $ C INDICATOR 175" 5" STORZ WIN REGULAR BASE SECTION TOM TO FIT. VALVE 11L VALVE DETAIL .�fss NASL t x EXIE14SION AS REQUIRED (SEE BOG OFMO /PAGE EXPIRES 04/23/07,; MAX M IN 2* N.T.S. RAISED AB STIMPSN PAVEMENT MARK 84UE. TYPE 80 16' . Er x 4T 1 MINIMUM CONCRETE BLOCK UNDER HYDRANT CUT /EL ALL GROUND MIN 3' RADIUS. 4-875T x 5" STORZ L7/8' MINUS GRAVEL 12' MINMUM Sm336106 BELOW GROUND INSTALLATION. FOR 3./4" TO,3° D CHECK VALVE ASSEMBLIES NOTE: , AFTER FIELD TIED BA TON, AS MUST BE TESTED TEST SATISFACTORILY M ST A DEPARTMENT OF •'I�hI �I�1 HEALTH RENTON WATER UTILITY ITY ASSEMBLY RING P TEST REPORT MUST BE W LINE TO qN OF RENTON WATER UTUtt ENGINEERING PRIOR TO ACTVp14pN OF NEW UNE 0 F DOUBLE .CHECK VALVE ASSEMBLY ADOPTED CRY OF RFNHDH 9TANDARp PAW S L DAM 04/04 MSS. REVISION �RRN DWG. NAME:. 8101 SP PAGE:1310 TESTING DETML se FT 2. NO SIZE ON AT LEAST J. NO WET Tim 4. WET -TAPPIN DONE BY S WESTERN U 3/4" & I" WATER SERVICE s. CONTRACTIl ICAL ADOPTED LAYNGG THE CITY OF BOSTON ALIGNMENT J� ♦ 6. CITY FORCE. J• gy;.V4DAt0 MUM LINE TO TH USF WEB :IM/04 DWG. NAME: 8106 SP PAGE 8106 O EW D.L W. OJ. wAtER UIRi e lob VERTICAL CROGE ON TO FOR N 2'lr A AFTER ALL GLEANING DT POLEMIC, PRESSURE RESTING 1 -BUND fEANa ON TOP MiH 2' TAP AND 2' PLUG'- AND C RR ECRON, REMOVE N Dsh SU BLOCK & TO. OFF TM 1_eLIND FLANGE 2` BOTTOM AND CORRECT CI VALVE WON 0.1: SLEEVE (M.) & DA. SPOOLS 1-PLUC(MJ) MTH 2'tAP & 2' BLOW -OFF RIVAL C(NNECTON BY CITY FQRCES. �. TEMPORARY BLOCK S SHALL RE MADE OF CAST MGM. DUCTILE MOO KR � 11E0 STEEL SOLTS AND NUTS SHAL BE CDR -TEN. ALL - VALVES SHALL BE WATER TESTED BEFORE TAP SIZE TAPS ON CAST -IRON WATER UNE3. TOP SHALL BE CONNECTOR FROM THE WATER SLEEVE AND 0.1. 'FOOL - WATER CONNECTION. DETAIL WET TAP MUSTING WATER MAIN nwCITY UP BORON aft ffiANDARD PLANS CONCRETE BLOCKING I MAIN LINE lEE WIN O'' FLANGE SIDE OUTET: GATE VALVE (FL X NJ) AWWA 0-500, RESILIENT SEAT'.. DUCTLE IRON PIPE. CLASS 52 CEMENT UNED, LE)!@TF,( R'r i -3 /e COR- TENSTiL TIE RODS SEE STD 60NI. EOR; R I WASHED DRAIN ROCK (3'TO 3/6'). MIN. TOOT FLANGE. PLACE Q MET, ENE FILM. AROUND TOP AND SIDES OF PANT ASSEMBLY LEVEL ALL GROUND MIN N RADIUS DOE MAN ROCK , B FILL'-" I FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CIR or lilIN'roN ` 4 DA PIANB LITT M' I8T DAM' N104 BY PR. DWG_ NAME: 8102 SP PAGE: BI C2 'OPEEp TARGET PLATE CITY OF RENTON 7 7 r 10 NEW VALVE (PL) 1V3o1ZOO ; Comments: I Da( r UNDISTURBED SUBGRADE �P Wf se/ 0 1 NEW THRUST BLOCK 3000 PSI 0 28 DAYS ti .9c o �' POST INDICATOR �0 9 38824 0 VALVE DETAIL .�fss NASL t EXPIRES 04/23/07,; N.T.S. CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North —. Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -010!? Copyright © 1999 Concept Engineering, Inc. All rights reserved. CITY OF RENTON 7 7 r Do(- Doi Erin Comments: I Da( r DAM' 04/04 '. DWG„ N7TALE,RK7 SP W •33b1D2 �._� �, tJ'33b101p 5- 35W02 -(%#N) BCANNEO AN2220,W s- 336 /o��s��•4� ' _ _ __