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Home My WebLink AboutR-414208CN 1-INCH WATER SERVICE LINE AND 1-INCH METER(S) FOR DOMESTIC AND FOR LANDSCAPE IRRIGATION TO BE INSTALLED BY CITY OF RENTON - WATER METER PERMITS ARE REQUIRED DoeuSign Envelope ID 3458681 D•914F-4F20-AB%7C19203878A3 DocuSign Envelope ID 3458581D-914F-4F2D-AB59-7C19203B78A3 W 13"x2A" PLASTIC METER BOX EOUAL TO MID -STATES PLASTIC, INC. 6CF SERIES MSBCF 1524-113 WITH 1.75" THICK DUCTILE LIfY pW"ATE IRON DIAMOND PLATE COVER F-WAL To LAID -STATES PLASTICS. INC. RISCBC-1324-R WITH READER LID AND 2" DRILLED HOLE Pow rlplNo FOR TOUCHREAD PIT LO (SEE DETAIL A -A) IN UNIMPROVED RIGHT OF z VIAY INSTALL ME IER BOX AT PROPERTY LINE WTH 12" LONG COPPER TAILPIECE. W 9" R11N SIDEWALK 0I 12" L1AX I FINISH GRADE z a g ` TOUGH AD WATER METER TO BE �JI 12• SUPPLIED BY THE , - n MIN COVER 11 cai TY _ _. TYPE "K" SOFT 22-1/2' PER TUBING NEW WA' IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD 014-33 OR 44 FiPT x COMPRESSION COUPLING L LOOP DOWN TO CENTERLINE DF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP WTH BALL VALVE. FORD CDPPERSETTER FOR S" MEV.R: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 2i-415WC0044, OR MUELLER! 1-9-2470-2 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-R) OR AY MCDONALO 47019 INLET ANGLE BALL VALVE AND SINGLE CRECK VALVE ON OUTLET, ALL FITTINGS $HALL BE WTH DUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EMPANSiON JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A^ A DRILL 2" ❑IA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _. 2-1/2' MIN. FROM NEAREST AND FRONT EDGE OF PIT DO f TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH R1135 UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SME OF MORE THAN ONE RIB_ 3/4" .DR 1" GALVANIZED PLUG PLIk31..lC WORKS 1" WATER SERVICE STD. PLAN — a20.1 DEPARTMENT NOVF;MBER 2009 Encompass, ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 w 120 VOLT ELECTRICAL OUTLET FOR } J HEAT TAPE. INSTALL HEAT TAPE } FOR FREEZE PROTECTION CENTER BACKILOW 3 PREVENTER IN Li C p REDUCED PRESSURE ENCLOSURE BACKFLOW ASSEMBLY I j a o (RPBA) {� Y MIN. 3' MIN 3" MIN, INSULATED ENCLOSUR II 1 "HOT BOX" OR EQUAL r 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER I 3" MIN- dONCRETE SLAB UNION FINISHED �N GRADE FINISHED GRADE � � 2" DRAIN 5EE NOTE 4 fi" MINIMUM SLEEVE FREE DRAINING {TYP.) GRAVEL CONNECT TO cN WATER METER IMMEDIATELY ADJACENT TO RPBA FLAW 1\// INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID (SIZE AS REQ.) CONOUIT PER ELECTRICAL METER SIDE SIDE VIEW PERMIT REQUIREMENTS - NOTES,. 1, ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES {RPBA's) MUST BE LISTED ON LATEST LIST OF "HACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED SY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPEC[ALS[T, FAX NO, 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's. 4" DRAIN FOR 1,5" TO 27 RPBA'e. 6" FOR 3" RPBA's, 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. �'■ PUBLIC WORKS REDUCED PRESSURE 6ACKFtOW STD. PLAN — 950.2 + DEPARTMENT ASSEMBLY IN HOT BOX 'MARCH 2O10 112212021 Nat to Scale FRAME T'_n nlAlhr TFQ 1'-ri l� 11" T2-T/4" CAST IRON RING AN[ AN[ DR ]ABLE NOTES. 1 B' AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EASE JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 00369W3) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPIROVE❑ AREAS, POUR A a" THICK, V-0' SQUARE CONCRETE, CLASS 3000. PAO AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403a PUBLIC WORKS SM OR 6" CLEANOUT - DEPARTMENT FOR SANITARY SEWER MAIN tiMLarLtinaStUetW26/2020 � R4Tt 1 12 �r ELL SEWER MAIN V I PROPERTY LINE f SPA (LENCTF+ AS NEEDED) I � I � � 3'-D' MIN II o 6" SEWER STUB I I I FUTURE a' SIDE SEWER I 1 � c II 12"x 4" STUD MARKING POST PAINTED 6' CAP "MITE WITH THE WORD 'SEWER' STENCILED SEWER MAIN TEE x 5- TEE i i I IN 3" HIGH BLACK LETTERS AND p5 WIRE { WRAPPED AROUND THE SILO AkD I TALK ? EXTENDED TO THE TOP D= THE STUD COUPLING [TYF 1 6"x6"X4' SURi ACE CLEANOUT WTH CAST 4RON RING AND COVER 0 {EAST "DAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPEOFY-SEWER' ON LID). CLEANOUT TO BE CENTERED IN A 2'.2' CONCRETE PAD CONCRETE PAD TO BE 8' IN DEPTH � 1 ------- ------ T -+ i'--- -r -- BEND AS. REQULREO ExISTING SANITARY SEWER MArN �2.13 111N QPE '7 IFUTURE 4' SLOE SEWIER SEWER STUB �VXV0" WYE LFUNRE 6"W 4" REDUCER SERER IIAIN 512E X 1i" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER, CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEw PVC 'TEE" USING 'S1RCiNG-BACK" FLEXIBLE COUPLINGS {FERHCO OR APPROVED EQUAL) 6 CONCRETE MAIN - CLrT IN A MEW PVC "TEE" USNG "STRONG -BACK" FLEKIBLC COUPLINGS [FCRNCO OR APPROVED EQUAL] C PVC h C9110 PVC: VAIN - CUT IN NEW TEE USING RIOD COUPLINGS OR CORE -DRILLED Wit" A RDMAC SADDLE (OR APPROVED EOUALI D. DLI"LE IRON MAIN - CURE -DRILLED WITH A iZOMAC SADDLE (OR APPRGVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAI HAVE OLEN LINED (09P, ETC ), C1JT IN A NEW PVC -FEE" USING "STRONG -BACK" FLEXIQU! COUPLINGS (FERNCO OR APPRIVEO EQUAL), F HDPE - CORE -DRILLED "TH A ROMAC SADDLE 'INSERIA-TEE" MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL OF AT MANUFACTURED KNOCK -OUTS OR THE STRUCTLRE SHALL BE CORE -DRILLED AND USE K-OR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. 1 PRICR TO INSTALL-ATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT WiST 8E nURCHASED FROM inE GITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SETTER SMALL HAVE A MIIWMUM 2 5' COVER AT PROPERTY LINE OR 3-S' LOWER TI;AN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A UINNUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER ST1e6, CALL 24 HOURS IN ADVANCE THE INSPECTION PHONE NUMBER IS ON 114E SIDE SEWER STUB PERMIT 511E MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED 114E DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATON FOR SIDE SEWERS IN THE PUBLIC RIGHT -Or -WAY SHALL CONFORM TO STANDARD PLAN 110 OR TIUZ 6 THE SIDE SEWER STU8 SHAL HAVE PIPE BEODING IN ACCOROANEt WM H 57ANDARD PLAN 4D5 7 ALL SIDE SEWER STLOSS SI'WLL BE INSTALLED BY A CONTRACTOR .ICENSED ANU 60"DE0 IN THE STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN-406.1 (D- PUBLIC WORKS A'P m- .6h DEPARTMENT INSTALLATION Martin PaStUCKW215/202 SEWER MAIN TO PROPERTY LINE) DA'm Know what's below. Call before you dig. 1 12 T R-414216 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L VELOPMENT ENGINEERING +'WASTEWATER UTILITY U than Janders 01/27/2021 Ann Fowler 02/01/2021 U WATER UTILITY W agafour 02/04/2021 0 J W SURVEYED: DBM SCALE: 1 u-201 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF URENT 0 N Planning/Building/Public Works Dept. MADRONA ELECTRIC CONSTRUCTION DETAILS DATE: 1122121 (� `L DESIGNED: SRS FlELDBOOK: N/A PAGE: NIA 2 PER CITY COMMENTS RECEIVED 1106121 SRS 118121 NEM DAWN: PMD ONE INCH DRAWING NO: 19656 1 PER CITY COMMENTS RECEIVED 11109120 SRS 1212120 NEM CHECKED: CJA AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: CJA SHEET: 8OF: 8