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HomeMy WebLinkAboutS-336104n O � � E ua y Iv _i 6" BUILDING SEINER FNPE _i Z � TEE WITH 6- SIDE OUILIT z O S r � a '1 s S 9 W 0 0 1- LIJ 3: Z W O J Z � Y Q LLJ Q 2 LJ LLJ PROPERTY LINE A I A L �— J FUTILE 1 {IIIIDNC SEWER YX {" STUD SERVICE MARKER PANT UPPER PORTION WHITE ANN STENGL ON 10 SIDE WORDING 'SEMEN- WITH 37 HIGH BIAIX LETTERS. AM 05 HERE WRAPIP ED AROUND WE S TUD A ND EXTENDED -� TOP CF THE STUD. 4 UNLESS OTHERWISE APPROVED BY THE CITY, MANE TM THROUGH CAST TS' IRON SADDLE SECURED TO SEVER MAN WITH STAMM STEEL BANDS WHEN COPNECIM NET: SIDE SEWERS M EXISTING MARL SECTION A -A PLAN AND REINFORCED CONCRETE BE PPE AND C PIPE SEVER YAWS ARE TO BE CORE DRILLED. VITRIFIED CLAY PPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED N. s B 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE 1:3:5 MIX CONCRETE } 0(F- BLOCKING YAfN 1S YAP I �' 2)L MBT SLOPE SW 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 6 � WATER TIGHT PLUG 2" BEEHIVE t7'P3Li" PLASTIC METER BOX EDUAL TO MD STATES B MAXI r �PLASRC" BEEF SERIES 1730 -18 WITH Y THICK DUCTILE BC IRON DIAMOND PLATE 111'01' MSC 173OR 1" CLOSE RIPPLE BOW I- IRON I- BRGNIE CA TE VALVE. SCREW EQUAL BE U 1- RIPPLE TO RED -W{79 VALVE CORP. FlG NO.2190 UNION COUPLING COPPER TO MALE IRON PIPE FORD. C28-44 ON EMAL 2" RESILIENT BEAT DATE VALVE WITH THREADED ENDS 21 RRA9 NIPPLE - 6' LONG (MPT X MPT) y' o..A - �,r-z' IRON RPE IFPEAD CORPGRATON 91DP WITH •b INT BEND FOR COPPER. FORE TYPE MODO PACK JOINT CTS.. Y E M FIT RON PPE TD PIT \ 1.. �. 080W `-DW0.E STRAP- SERWCE CIANP WITH 2" IPS TAP TO Fit EW AE.TO MEULLER CD. 1" TYPE "K' SOFT COPPER TURING r :r BRASS BUSHING 1B' TO 20' BEHIND BACK OF CURB OR 12' BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG. TYPE COVER EQUAL To OLYMPIC FOUNDRY. CO. .STANDARD B' TOP sECR 4.875' . 5' STORZ NTH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE OVIG SR4B /PAGE 9090} e Yax YN 2' RAISED PAVEMENT MARKER TYPE t% AS STN..s.^NIIE TWO-WAY BLUE. 42" MIN` "_ F CONCRETE BLOCKING A- 1- COMBINATION NN RELEASE t VACUUM VALVE, � �� MAIN LINE TEE WITH B- FLANGE SIDE DITIlEE. WASHED GRAVE. PASSING 1 -1/Y' AND RETAINED ON 2 B- DUCTILE IRON PIPE. GLASS 52 CEMENT INED. IkN6111 AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE H BLOCK UNDER _ INSTALLED AT HIGHEST POINT POLYETHYLENE FILM AROUND TOP AND 9DE5 OF Ey� 1- IN .A LOCATION WHERE ASSEMBLY. CANNOT BE INSTALLED, 1- AIR A VACUUM RELEASE GRAVEL 6- SIDE OUTLET TEE HORIZONTAL S - 2g PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE HIGH VALVE ASSEMBLY SEWER MAIN DUVET MAR,( SECTION B -B - POINT AT A LOCATION WHERE. ASSEMBLY CAN BE INSTALLED- OPTED FIRE HYDRANT ASSEMBLY 6' MIN. LOCALE ARE - VACUUM METER BOX IX1T30E OF TRAFFIC CON FIE B 30NG F AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. ° TYPICAL SIDE SEWER t1FVAl10N CAST IRON RING AND COVER BPANDARQ P4/1). O TEF AT MAIN OVER 25 TOT DATW: w/U4 LEVEL ALL GROUND MIN S RADIUS ELEVATION I DAB I REVISION gY DWG. NAME: 0084 SP PAGE. 0094 wz 0 O IE--+ NOTE: /--- -I UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE E -1 �Ty A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER ry THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. 4� � aRT � 1MM1¢Y IWAI nR+UUHIALWI 4� a j o �m aocal Nlsr�ilm ®>so g® ® WEDr.mLOCRX A � r z Y g 5 S ® ® 11 DDCVA MST BE NS7ALlE0 WYEGATELY AFTER PIPE PENERATION THROUGH BUILDING BORN. SIAM ROOM IN WHICH ODCVA R LOCATED SHNL- A HAVE FLOOR. DRAIN CONNECTED TO THE SANITARY SEVER SYSTM 8� 2JE BW i B. HAVE A HEATING SYSTEM (40- F MN. TOP.) M HEAT TAPE 22 C. NOT BE USED .Fdt STORAGE ADiND THE mcvA O. HAVE CEA1RLr 0BDIEATED ACCESS WAYS TD DDCVA AND PEVl " A RIGHT - -OF -ENTRY A4TiEONEMT MUST BE GRANTED TO THE CITY OF REM FOR INSPECTION CF THE DDCVA AND METER SEPARATE FVE SPRNE.ER FlAF115 INGIIDNG INSTA1LAl10N OF OOCYA Q MUST EE RIDRTTED ro RFHION FIE PREVEtiiON DEPAR1YDFi FOR REVIEW AND APPROVAL A SEPARATE FIRE SPRMXE% ER PERMIT S fEOURED. PLUG TO BE SEALED t 4.875" . s' - IN SAME MANNER AS �e 1 sroxz MAIN SEWER JOINTS. - FOR 314' TO Y DCVO USE FOCTEM CONCRETE METER BOX N0. 2T (17'X28') MTH 3/8' STEEL COMI PLATE FLUSH. MTH FP{SH (MADE MEIER BOX SHALL BE DOUBLE STACKED. FOR 2 -TJ2' CUT NOIER (��) ro Y DCVA, USE UTILITY VAULT CO. MODEL 25TA ON 1. 5' CEANOUT RING AND COVER SHALL BE EAST JORDAN NON WANKS, ING 6 INCH. CLEANOUT. EOUA. STANDARD SIDE SEWER DISTALLAT[ON Na 3075_ �N OUT STALL BE A WATER TIGHT ASSEMBLY. - HYDRANT LOCATION IN CUT OR FILL 2 N InO PROVED AREAS. POUR A 1 -0 7NKX. Y-0' SpIARE (SEWER MADE TO PROPERTY LIITE) E- .•METE: =`= I DOD. OUND VIE RING AND 1XIVER. N ASPHALT .s. AROUND CAEANOUT RING AND ADOPTED ADOPTED COVET AS fEOUIRED BY STANDARD OETAL GAMING BR3R ♦� CI'PT OP ARMOR.. Gc"a.wr ♦� Gtr a �Ymx UMIN (TYPICAL) STANDARD PLANS sntmN® PDA1a8 EST DATE: 04/04 w LtATG w/w N RLViAM -1- JON DMC SO' MIN. W-3w- M. I'. DWG: NAME: 8076 SP PAGE:B076 1 B- DWG. NAME: 8078 SP PAGE: BE DATE REVISION BY PR Ac1ER LEST i APP w a Igo NON BEAMONO PLATE COVER EQUAL. TD MRI- STATES PLASTICS, NG MFOR OCHRE NTH READER DETAIL / 1 5/B' ORfl1ID HOLE FOR TOUt]1READ PIT LC (SEE DEGIL A -A) 5 ENAMEL T ININEM WITH 2 I LACES I N IN PROPERTY LINE RIGHT 2* > I TO BE PAINTED ON FLOW M WIDE WAY IMPROVED METER BOX AT HNAIEL PAM SIDE, MTH 2 SAY PROPERTY LMT WTIH 12• ¢' Q DO NOT . A TO SAY: LONG COPPER SIDEWALK nnn L°L1 n� ]/B' YRA15 GRAVEL 12' MINIMUM 9* MIN I SIDEWALK IYYAX \ 1gE FNSTH GRADE tl METER METER ro AD WATER z� BE x BELOW GROUND INSTALLATION FOR 3/4" TO. 3" DOUBLE Q7 -• 8 APPLIED BY THE 12 CHECK VALVE ASSEMBLIES a� Eli. MN COVER CITY TYPE *K, SOFT sS" COPPER TUBING P NOTE: 1/! AFTER FIELD INSTALLATION. DCVO MUST RE TESTED SATISFACTORILY BY A OEPARTMIENT OF REALM fF.RHFlED BACKFLOW ASSEMBLY 1ES1Qt TEST REPORT MST BE SVBMTVD TO CITY OF RENTON WATER UTILITY ENGNEE NNC PRIOR TO ACTIVATION OF NEW UNE ® NEW DUCTILE NON WATERMA N IF SERMON LINE ro HOUSE IS 3/4' OR I" FIT m TO BE INSTALLED IN ME NTURE GALVANIZED IN FORD C1q-33 OR k FlDr PLUD DOUBLE CHECK VALVE ASSEMBLY W4 .COMPRESSION DIMPLING ADOPTED. ! .LOOP DOWN ro CENTERLINE (OtY OP RRRION. p OF WATER MAX TO PROVIDE SLACK IN COPPER 9TAxDAND SERVICE LINE TO LETFR. ViM, _tSWr_,µ -33C. OR McDBNND BRAS 21- 215WC0033. OUR Tsl' nA2D: w /D4 MUELUM 3/4-8- 2470 -2 NTH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET IXMam MLWS miTD TXt OCV AG CORPDRATIN SKIP. FORD TAPERED THREAD rowER5ET1ER M 1• METER FORD VA172- 15W- H-4AC. OR DATE REVISION BY R DWG. NAME: Bt01 SP PAGE: B70 (CO). QUICK JOINT M-DONAD BMASSH 21- 4t5WCOQ4..4, OUR NUELLE N. 1 B- 2470 -2 v (3/4' flD00 -3-C) OR AY NCOONAD 47MQ BOTH NIET AND OU WITH PACK JOINT WITH CRIPPEP (1* F 000-h) OR AY MCDONALD 47010 PADLOCK NN:S ON INLET MNGIE BALL VALVE AND SINGLE CHECK. VALVE ON OUTLET. ALL PAC( -JOINT POIINGS SHALL BE WITH 4U WICK JOINT. ; 3 NOTE:„ o ALL METER BOXES INSTALLED WTHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE TESTING DETAIL CAST -11M EQUAL TO OLYMPIC FDARY EWAN" K)INTS MUSH BE INSTALLED ON O FINAL CONNECIIQN DETAIL OUN F 1- NAN LINE TEE (NJ X R) W1H CONOEIE BLOODING - BOTH SIDES OF METER BOX (WATER MINA LOCAIED N EASEMENT ON PRIVATE PROPERTY SHALL HOT BE MORE Tux 50 FEET TO UGIDMC) `( 2- BRMC H VALVE (FL K MJ) NTH VALVE ON AND COVER 3- CUSS 52 GIC7lE NON PIPE (4 IN(:1 MWSAAi) FNESH HOER LEVEL ALL PPE AFA FlTTNGS SHALL iE512. ,'.?:ED C.L1M SYRCQE 8005 ANO.CDIMSEIE TIIRl15T BLOCKS PER NFPA AM) AWWA STANDARDS. 4- POST- BAICATGR VALVE (ML) NTH TAMPER SWITCH ELEVATION VIEW OF DDCVA Z 5- 2 -80" BENDS (FL X FL) NTH FLANGED DUCTILE NON PPE SPOOL 6- 18" LONG SPOOL (FL . PE) Z 7- FLANGE COUPLING ADAPTOR AOJUSTAME SEED PIPE SUPPORT. W 8- APPROVE) DDCVA ON MAN UNE IN HORIZONTAL POSITION ONLY- STANCHIONS EL PIP TO BOOR. G (PEx UlEST DEPT. DF HEALTH APPROVED LIST OF BACDLOW PREVEMTOH DEVICES) BOTTOM OF DDCVA SHALL BE A YNMW OF 24 NCI ABOVE FLOOR LEVEL AND jv NOT HCHkR THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PPE J T SUPPORT aXUMNS UNDER DDCVA H Z.. 1a- &S a.Y VALVES TO BE RESILIENT SEATED MN TAMPER SAKES. ti U O 'ADD WIRING N ACCORDANE NTH L A N 10- METERED 3/4 NCH BY -PASS DCVO - BT -POSES YEIER SHALL BE A 3/4 NCN W F *SFJN9US -EDIT' RL PO4HT£ DISPLACEMENT METER EQUIPPED MM A REMOTE REAP SEEMS. PLATE MOUN70 ON THE OUTSIDE OF THE BUILDING COL A tl SWING TYPE GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP N VAULT OR C1TSIDE BUILDING IJ 12- 4'X 4' A 6' BULL F1BDN. THREADED ° J 13- ILL LISTED FIRE DEPT. C NECCTCH. LL LISTED BREAK AWAY CAM LOCATE MTHN SO FEET MAXIMUM W A PUBLIC FIE HYDRANT: INSIDE BUILDING INSTALLATION FOR 0: F 3 INCH AND LARGER < S I.. AFTER FIELD INSTALLATION. MAN DDCVA AND BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTEI E0 BACXFLOW ASK MEELY I ER REPORT T Mist BE SUBMITTED TO CITY OF RENTON WATER ETRUDY DETECTOR DOUBLE CHECK VALVE ASSEMBLY T a ENGNFI]WHG DEPARTMENT PRIOR TO NE ACTIVATION OF W LINE. -, -, h INSTALL BRASS PEWS AT ALL TEST COOLS ♦ GDY DP RTNrox WANINDED, DATE S'. IN/0' /0' PLAIN l9P /w DWG. NAME: 8117 SP PAGE: 8117 " ' - A DRILL 1 -518' DIAL HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L_ 2 -1/2' MIN. FROM NEAREST = AND FRONT EDGE OF PIT LID r I TYPICAL. I NOTE: .... RIB J THE T OF THE HOLE MUST RIB AT LEAST 1- FROM UNDERNEATH ROE UNlE53. THE RIB SPADING ALLOWS NIT TO TIGHTEN AGAINST THE OPEN. SIDE OF MORE THAN ONE RIB. TAPPING BE TAPPING OARY I CON RETE B THE CONCRETE BL 2 N InO PROVED AREAS. POUR A 1 -0 7NKX. Y-0' SpIARE (SEWER MADE TO PROPERTY LIITE) E- .•METE: =`= I DOD. OUND VIE RING AND 1XIVER. N ASPHALT .s. AROUND CAEANOUT RING AND ADOPTED ADOPTED COVET AS fEOUIRED BY STANDARD OETAL GAMING BR3R ♦� CI'PT OP ARMOR.. Gc"a.wr ♦� Gtr a �Ymx UMIN (TYPICAL) STANDARD PLANS sntmN® PDA1a8 EST DATE: 04/04 w LtATG w/w N RLViAM -1- JON DMC SO' MIN. W-3w- M. I'. DWG: NAME: 8076 SP PAGE:B076 1 B- DWG. NAME: 8078 SP PAGE: BE DATE REVISION BY PR Ac1ER LEST i APP w a Igo NON BEAMONO PLATE COVER EQUAL. TD MRI- STATES PLASTICS, NG MFOR OCHRE NTH READER DETAIL / 1 5/B' ORfl1ID HOLE FOR TOUt]1READ PIT LC (SEE DEGIL A -A) 5 ENAMEL T ININEM WITH 2 I LACES I N IN PROPERTY LINE RIGHT 2* > I TO BE PAINTED ON FLOW M WIDE WAY IMPROVED METER BOX AT HNAIEL PAM SIDE, MTH 2 SAY PROPERTY LMT WTIH 12• ¢' Q DO NOT . A TO SAY: LONG COPPER SIDEWALK nnn L°L1 n� ]/B' YRA15 GRAVEL 12' MINIMUM 9* MIN I SIDEWALK IYYAX \ 1gE FNSTH GRADE tl METER METER ro AD WATER z� BE x BELOW GROUND INSTALLATION FOR 3/4" TO. 3" DOUBLE Q7 -• 8 APPLIED BY THE 12 CHECK VALVE ASSEMBLIES a� Eli. MN COVER CITY TYPE *K, SOFT sS" COPPER TUBING P NOTE: 1/! AFTER FIELD INSTALLATION. DCVO MUST RE TESTED SATISFACTORILY BY A OEPARTMIENT OF REALM fF.RHFlED BACKFLOW ASSEMBLY 1ES1Qt TEST REPORT MST BE SVBMTVD TO CITY OF RENTON WATER UTILITY ENGNEE NNC PRIOR TO ACTIVATION OF NEW UNE ® NEW DUCTILE NON WATERMA N IF SERMON LINE ro HOUSE IS 3/4' OR I" FIT m TO BE INSTALLED IN ME NTURE GALVANIZED IN FORD C1q-33 OR k FlDr PLUD DOUBLE CHECK VALVE ASSEMBLY W4 .COMPRESSION DIMPLING ADOPTED. ! .LOOP DOWN ro CENTERLINE (OtY OP RRRION. p OF WATER MAX TO PROVIDE SLACK IN COPPER 9TAxDAND SERVICE LINE TO LETFR. ViM, _tSWr_,µ -33C. OR McDBNND BRAS 21- 215WC0033. OUR Tsl' nA2D: w /D4 MUELUM 3/4-8- 2470 -2 NTH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET IXMam MLWS miTD TXt OCV AG CORPDRATIN SKIP. FORD TAPERED THREAD rowER5ET1ER M 1• METER FORD VA172- 15W- H-4AC. OR DATE REVISION BY R DWG. NAME: Bt01 SP PAGE: B70 (CO). QUICK JOINT M-DONAD BMASSH 21- 4t5WCOQ4..4, OUR NUELLE N. 1 B- 2470 -2 v (3/4' flD00 -3-C) OR AY NCOONAD 47MQ BOTH NIET AND OU WITH PACK JOINT WITH CRIPPEP (1* F 000-h) OR AY MCDONALD 47010 PADLOCK NN:S ON INLET MNGIE BALL VALVE AND SINGLE CHECK. VALVE ON OUTLET. ALL PAC( -JOINT POIINGS SHALL BE WITH 4U WICK JOINT. ; 3 NOTE:„ o ALL METER BOXES INSTALLED WTHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE TESTING DETAIL CAST -11M EQUAL TO OLYMPIC FDARY EWAN" K)INTS MUSH BE INSTALLED ON O FINAL CONNECIIQN DETAIL OUN F 1- NAN LINE TEE (NJ X R) W1H CONOEIE BLOODING - BOTH SIDES OF METER BOX (WATER MINA LOCAIED N EASEMENT ON PRIVATE PROPERTY SHALL HOT BE MORE Tux 50 FEET TO UGIDMC) `( 2- BRMC H VALVE (FL K MJ) NTH VALVE ON AND COVER 3- CUSS 52 GIC7lE NON PIPE (4 IN(:1 MWSAAi) FNESH HOER LEVEL ALL PPE AFA FlTTNGS SHALL iE512. ,'.?:ED C.L1M SYRCQE 8005 ANO.CDIMSEIE TIIRl15T BLOCKS PER NFPA AM) AWWA STANDARDS. 4- POST- BAICATGR VALVE (ML) NTH TAMPER SWITCH ELEVATION VIEW OF DDCVA Z 5- 2 -80" BENDS (FL X FL) NTH FLANGED DUCTILE NON PPE SPOOL 6- 18" LONG SPOOL (FL . PE) Z 7- FLANGE COUPLING ADAPTOR AOJUSTAME SEED PIPE SUPPORT. W 8- APPROVE) DDCVA ON MAN UNE IN HORIZONTAL POSITION ONLY- STANCHIONS EL PIP TO BOOR. G (PEx UlEST DEPT. DF HEALTH APPROVED LIST OF BACDLOW PREVEMTOH DEVICES) BOTTOM OF DDCVA SHALL BE A YNMW OF 24 NCI ABOVE FLOOR LEVEL AND jv NOT HCHkR THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PPE J T SUPPORT aXUMNS UNDER DDCVA H Z.. 1a- &S a.Y VALVES TO BE RESILIENT SEATED MN TAMPER SAKES. ti U O 'ADD WIRING N ACCORDANE NTH L A N 10- METERED 3/4 NCH BY -PASS DCVO - BT -POSES YEIER SHALL BE A 3/4 NCN W F *SFJN9US -EDIT' RL PO4HT£ DISPLACEMENT METER EQUIPPED MM A REMOTE REAP SEEMS. PLATE MOUN70 ON THE OUTSIDE OF THE BUILDING COL A tl SWING TYPE GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP N VAULT OR C1TSIDE BUILDING IJ 12- 4'X 4' A 6' BULL F1BDN. THREADED ° J 13- ILL LISTED FIRE DEPT. C NECCTCH. LL LISTED BREAK AWAY CAM LOCATE MTHN SO FEET MAXIMUM W A PUBLIC FIE HYDRANT: INSIDE BUILDING INSTALLATION FOR 0: F 3 INCH AND LARGER < S I.. AFTER FIELD INSTALLATION. MAN DDCVA AND BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTEI E0 BACXFLOW ASK MEELY I ER REPORT T Mist BE SUBMITTED TO CITY OF RENTON WATER ETRUDY DETECTOR DOUBLE CHECK VALVE ASSEMBLY T a ENGNFI]WHG DEPARTMENT PRIOR TO NE ACTIVATION OF W LINE. -, -, h INSTALL BRASS PEWS AT ALL TEST COOLS ♦ GDY DP RTNrox WANINDED, DATE S'. IN/0' /0' PLAIN l9P /w DWG. NAME: 8117 SP PAGE: 8117 " ' - A DRILL 1 -518' DIAL HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L_ 2 -1/2' MIN. FROM NEAREST = AND FRONT EDGE OF PIT LID r I TYPICAL. I NOTE: .... RIB J THE T OF THE HOLE MUST RIB AT LEAST 1- FROM UNDERNEATH ROE UNlE53. THE RIB SPADING ALLOWS NIT TO TIGHTEN AGAINST THE OPEN. SIDE OF MORE THAN ONE RIB. TAPPING BE TAPPING OARY I CON RETE B THE CONCRETE BL 1- NAN LINE TEE (NJ X R) W1H CONOEIE BLOODING - BOTH SIDES OF METER BOX (WATER MINA LOCAIED N EASEMENT ON PRIVATE PROPERTY SHALL HOT BE MORE Tux 50 FEET TO UGIDMC) `( 2- BRMC H VALVE (FL K MJ) NTH VALVE ON AND COVER 3- CUSS 52 GIC7lE NON PIPE (4 IN(:1 MWSAAi) FNESH HOER LEVEL ALL PPE AFA FlTTNGS SHALL iE512. ,'.?:ED C.L1M SYRCQE 8005 ANO.CDIMSEIE TIIRl15T BLOCKS PER NFPA AM) AWWA STANDARDS. 4- POST- BAICATGR VALVE (ML) NTH TAMPER SWITCH ELEVATION VIEW OF DDCVA Z 5- 2 -80" BENDS (FL X FL) NTH FLANGED DUCTILE NON PPE SPOOL 6- 18" LONG SPOOL (FL . PE) Z 7- FLANGE COUPLING ADAPTOR AOJUSTAME SEED PIPE SUPPORT. W 8- APPROVE) DDCVA ON MAN UNE IN HORIZONTAL POSITION ONLY- STANCHIONS EL PIP TO BOOR. G (PEx UlEST DEPT. DF HEALTH APPROVED LIST OF BACDLOW PREVEMTOH DEVICES) BOTTOM OF DDCVA SHALL BE A YNMW OF 24 NCI ABOVE FLOOR LEVEL AND jv NOT HCHkR THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PPE J T SUPPORT aXUMNS UNDER DDCVA H Z.. 1a- &S a.Y VALVES TO BE RESILIENT SEATED MN TAMPER SAKES. ti U O 'ADD WIRING N ACCORDANE NTH L A N 10- METERED 3/4 NCH BY -PASS DCVO - BT -POSES YEIER SHALL BE A 3/4 NCN W F *SFJN9US -EDIT' RL PO4HT£ DISPLACEMENT METER EQUIPPED MM A REMOTE REAP SEEMS. PLATE MOUN70 ON THE OUTSIDE OF THE BUILDING COL A tl SWING TYPE GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP N VAULT OR C1TSIDE BUILDING IJ 12- 4'X 4' A 6' BULL F1BDN. THREADED ° J 13- ILL LISTED FIRE DEPT. C NECCTCH. LL LISTED BREAK AWAY CAM LOCATE MTHN SO FEET MAXIMUM W A PUBLIC FIE HYDRANT: INSIDE BUILDING INSTALLATION FOR 0: F 3 INCH AND LARGER < S I.. AFTER FIELD INSTALLATION. MAN DDCVA AND BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTEI E0 BACXFLOW ASK MEELY I ER REPORT T Mist BE SUBMITTED TO CITY OF RENTON WATER ETRUDY DETECTOR DOUBLE CHECK VALVE ASSEMBLY T a ENGNFI]WHG DEPARTMENT PRIOR TO NE ACTIVATION OF W LINE. -, -, h INSTALL BRASS PEWS AT ALL TEST COOLS ♦ GDY DP RTNrox WANINDED, DATE S'. IN/0' /0' PLAIN l9P /w DWG. NAME: 8117 SP PAGE: 8117 " ' - A DRILL 1 -518' DIAL HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L_ 2 -1/2' MIN. FROM NEAREST = AND FRONT EDGE OF PIT LID r I TYPICAL. I NOTE: .... RIB J THE T OF THE HOLE MUST RIB AT LEAST 1- FROM UNDERNEATH ROE UNlE53. THE RIB SPADING ALLOWS NIT TO TIGHTEN AGAINST THE OPEN. SIDE OF MORE THAN ONE RIB. TAPPING BE TAPPING OARY I CON RETE B THE CONCRETE BL 3/4 -.k t' WATER: SERVICE ADOPTED CITY Df BWTON SYANQARD PEAKS HST Turc aJot DWG. NAME: 8106 - SP PAGE:6106 LEVEL ALL GROUND MN 3' RADIUS ONE MAN ROCK , 6� FILL ' FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY M AVENTI E LED akLm N/im rfi n>� DE<O4 DWG. NAME: B102 SP PAGE: BTO2 *OPEN- TARGET PLATE SHUT' TARGET PLATE ' NEW INDICATOR POST GRADE 0 I w. NEW VALVE (FL) F UNDISTURBED 91BGRADE J. R/C Sy�y0dY NEW THRU 28 8 DAYS 3000 PSI S DAYS VI POST INDICATOR 9FC eS2EW4p VALVE DETAIL �s'�IVAL ENG� N.T.S. EXPIRES 04/23/07 CONCEPT ENGINEERING, INC. ® 455 Rainier Boulevard �32 ® Issaquah, Washington 9 F 5) 392 -8055 FAX (425) -0108 Copyright © 1999 Concept Engineering, Inc. All rights reserved. CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION Dote Date Me Dote Comments: co-w-53610- SCANNED /" 5 - 'J31A10zt%ON) IOi12 22007 V-25'' L