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Home My WebLink AboutR-3847126wz Y OE 3 z V_ �1 v MF.1 WAy a' E= SO 4® '1, 0 a k q � O �g Iy F O Omnwc wAER USE PLM, OR BOUND. LLTµ 38 IT WITHOUT CROUTW.iLL MR. PoVpW WG ONE BUND AAN6E ON MP MN 21AP R YH1G ONE RIND R ON 4pYfp, DIES OUR NUM AM" 2' TO B S RNF9PARY BLM-OT 1WtlRMM1 NOW A, EYING WATER ONE EpBDNG WATER LINE FINAL caIJON DETu NDu Ru T[SPMc, CIE a BY DRYING. AND oyMErnw. REM]42 TtMP BFIX:( Y VOW -ORE k CONNECT MM suams: (IU) a AC wFURS RIw cpMlsciUP BY COF AUN(M "MAIN WATER LINE 4 PUBLIC WORES CONNECTIONTO WATER MAIN CUT MRD. PIN1W In III DEPARTMENT IN-LINE TEE & ONE VALVE MARCH 2010 A A LAM AM L� VALVE BOX LID WISH EARS IN CRESTION OF 2" SQUARE _ WATER MAIN AND WORD OPERATING NUT WATER" CAST INTO a 12' MIN, 18' MAX. Al* CONCRETE COLLAR FOR IS, VALVES IN PAVED AREAS 4-1/4° DIA. 1/8 MIN. TUNDOMPS5 SEE DETAIL �— 2 PIECE CAST IRON VALVE BOK, RICA -SEATTLE TYPE 1 STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED' 1/B" MIN THICKNESS 2-1/4" INSIDE MEASUREMENT 2 -TELL" DEPTH VALVE OPERATING BUT .SECTION A -A EXTEMSWgi VALVE 012ERADON NUT EXTENSION NOTE EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG ONLY ONE EXTENSION TO BE USED PER VALVE NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PANT VAUUF MARKER N01'FS VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO. BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 33 59T MIN, IWHITE T 1 YYYYYL l %-Y., I In 1 VALVE MARKER POST (_ryr`1 PUBLIC WORKS VALVE BOX, MARKER & OPERATING ' PSP - =I��yS��J' DEPARTMENT NUT EXTENSION NATION 2OIU SMALL K FIVE EVER OI,H STEP BY flPILON FIRE OEPAAIMffli FIRE HYDRANT EXifNAM iG BE V4y F. REWIRED MIN. ,B• 10 m' SSM BACii OF OURS OR iT BF411NO.BACK OF 3i SKWMX FIAT IS ADJACENT TO m .CUES' x 5• STCR2 ONE-PIECE CAST IRON VALVE BOX WIN LUC 5'NS+6• THICK CONCRETE PAD ARWID TWE COVER. EQUAL TO OLYMPIC FOUNDRY HYDRANT FINISH TO MATCH BEAR ADS, STANDAW 8' TOP SEC¶ON RIM REGULAR E%PPNypI JgNi AL bTLllbl 1£NC1X 10 FIT YANK NUT EKTENS 2'� O BACK OF 4UERALK. AS REWIRED �PAISREIE SICEWNK /� RAI¢p PAVEMENT MAW R TYPE / IXi PLANING SKIP STIMSGIIITE TVP -WAY BLUE RPiI£ W MIN COVER CONCRETE BL9CKWC C) CONCRETE THRUST BLOCK MAN/ LINE ThE NTH 6" FLAN2 WE OVAET. V RATE VALVE Q'I X MUS AWNA C-54%). REALIENT SEAT V DUC NLE IRON PIPE LASS 52 PRINT OHM DRAIN TO NT 2-3/4` DEAR-TT:H STIED. IIF RCOS. fi• v O' x 4 MINI4ON \_i/2 YAM OF 1-1[! WASHED DRAW ROES CONGRFR ER HYD ABOVE 8001 FLAMBE PLACE 0 AAML BLOCK UNDER HYDRANT FOLYEMYIENE FILM AROUND TOP AND 506 OF ORAVFL. FIRE: HYDRANT ASSEMBLY LEVEL µ1 GRIUGI //r IEVD, ALL GPWND / MIN 3' RADIUS RMUS.. II�R-yl i %a" R0 QB , eQ CUT� B" CONCRETE Pao s' caxeFETE PAD CUELL HYDRANT LOCATION IN CUT OR FILL PUSI.TE WORK$ FIRE HYDRANT ASSEMBLY SM. PLAN - 3101 DIiPARTMENT MARCS 2230. 120 VOLT ELECTRICAL OUTLET FOR MEAT TAPE INSTALL HEAT TAPE FOR FREEZE PROTECTION r CENTER BACKFLOW PREVENTER IN g o REDUCED PRESSURE ENCLOSURE BACKROW ASSEMBLY U. (RPBA) fMr- OF MIN. W o 3- MIN, In 3" MIN INSULATED ENCLOSURE "HOT BOA".Wt EQUAL 3/8" X 4' ANCHOR BOLTS PER MANUFACTURER !A MIN. CONCRETE: SLAB 2 UNION - FINISHED 7 RADL FINISHED' N GRADE In r2P 4 TTVp DRAIN yz SEE NOTE 4 6" MINIMUM SLEEVE MCC DRAFT GRAVEL- - ES CONNECT TO WATER MATER ADJACEN IMMEOIIEFF T' TO RPBA— ROW --� MATALLEO PER UPP'D. i0 OWNERS ELECTRICAL PANEL FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID (SIZE /JS PEO} CONDUIT PER ELECTRICAL Vera RDE SIDE VIEW PERMIT REQUIREMENTS, NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST SE LISTED ON LATEST LIST OF BACKROW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION. IN WASHINGTON STATE", PVSL154M BY STATE. Di WASHINGTON DEPARTMENT OF HEALTH, 2. ME GAMER/APPUCANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF ME INSTALLATION OF THE RPBA AND PIPING THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING. AND APPURTENANCES SHOWN ON THIS PLAN. 3, ME RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION. AFTER REPAIRS AND ANNUALLY THEREAF ER AT OWNERS EXPENSE. A COPY OF THE LEST REPORT SHALL BE SENT US FAXED TO CITY O RENTON WATER UTILITY ENGINEERING DEPT. ATTN. WATER UTILITY CROSS-CGNNECNON CONTROL SPECIALSIT. FAX NO. 425-430-7241. 4. .DRAIN SHALL BE SIZED IN ACCORDANCE WITH AIWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR Y OR SMALLER KEYS. 4' DRAIN FOR 1,5' TO 2" RPBgs, 6' FAR 31RPEA's,. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE. WATER METER. Fe)'UBUC INDRT6 REDUCER PRESSURE BACKFLOW Sm. PWT 350.2'2 DEPARTMENT ASSEMBLY IN HOT BOX MARCH YOLQ AS—ERCT NOTE THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY SARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG OBER 2017. TIHEDONU�E PRIVATE STORM DRAINAGE TFACIUING TIES AND UBLIC/PRNATEAND SEWERGINEERS WAS ALSO CONDUCTED SYSTEMS GM.5E WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD 2 511 REVISIONS AND FUNCTION AS INTENDED. VBi11CAL DATIM CITY OF RENTON, NAVD 88 OB4aHwu CIN OF RENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) REMPER SPALL K DRUNK BEAD FT IW (DP Pu AM S AUDII(�N� CSNMLMCAnox (PVN) OST yL W AM FT. TPE (NE). l¢]fR WBT BfAO N AM FT. sP NOR sEcmC n .• AO' leD IND ar Ino AN) NEPAL, N hs] rCE SUIT A AE' EI§ / AT WAVE Am 2- SON li DOVE (TIMKEN = ia_ \ —_. STATED T SEE AS vM I I / lKY.ALASKA MANNAR MOV NomIIX� 'e S MR W,yBMS S V AAL ALI SWM•,- IFNM mQ� DWMMM To LID WW NAMEDM 1 I PLATE COYFA TS ISS $" WA FRONT E I U roK ISSUE R $ FRONT EDCF WR D I%. N KAMMIr� 10 FfXT CPVFEh W SSM FEEL m) MaRYN 10 M1F MAT COVER AIEOL gNEx811MS -YY 11 ro MAE Van OR UNITY s.]'aAwm PV.]EVAULu� v]Wh MODEL rine RAPD e mRah LLh I�L�L1 MOU ra SM SREAD FIT MY RM MME TM NLQ CIS AM ANNE BON, SD s4, N.: N� M. LAN W CVYVC FAIOpY DJ. TmW ronOLev D. ala WR r NDP. `n Elkin ro n' CII An SOME) aVART AMSRAM IIS APTAE Esau m0 suss u s e - WATER � AD EWN SMY >Arsly gpgLp F' vN N"AM ROOMPARK '— Ix' ARaMe SENSUS OMNI -C2 SM IF EXAL O �� m NNDNR Kamm CAPE 32 UNION TOAPRT. N TO IA£ MtliT a SDRM RMP F&MIAMIM9TVRMN(� I MNAIBIL ShSL �r G A' FT[mc IIMMLgD FLET/Ra lErz Tav YMF 4W¢.1i TIRAsUPPa(I tVMaMA roWT>.M+uAt' KM RAR MM PA" RaR d1AC ST NDRAVALUED ON APPROVED MAL VENETIAN NOTES. ALL IEIER•u AND MUNCIE PS'kNTIW PENCE MO An 2 ARE NOT SHOWN CW OUDEo IN THE STANDARD DETAIL SUADPG R YOUR PMM'ULM CONE TON IS NET WOW AN APPROVED MAIN O Ml S REQUIRED BM UTILITY EN EERNO PERU MAX ITS W ME NMC/ NdX RECA IND ADLT azaD ARE THE LEARN Of PnM OR ROW CLEARANK FROM ITS VAULT WNL; VCH Si BE A UNION a' If /ROM THE AD$ AND SOL NCS MOULD S AS TONNUMLY OMAN Oi THIS WANTS STANDARD DETAPSj NOVV: DEADMA BURNS MLL RENTON) AND INSTALLED CO n KIDSAPNN 4NIRRt MT UWSW"M EMM SO. A5 A SUPPORT THE L PUBLIC WORKS 3", 4"& 6" COMPOUND DOMESTIC SM' PLAN- 320.4l`\1.�1��/ DEPARTMENT WATER METER ASSEMBLYC NOTES: CONTRACTOR SMALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LF860-DOSY OR APPROVED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® HB3E-AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. IKEA PROPERTY INC PL@ 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 Ap CONTACT: DWIGHT E. SLATOI CONSTRUCTION MANAGER P: (610) Bat -01M CELL 303-519-4623 M E: DW .Mi eTl]1SKEe n'u ENGINEM, BARGHAUSEN CONSULTING ENGINEERS WG�� ELL 182115 72 O AVENUE SOUTH KENT, WA 32 )✓ CONTACT: JAY GRUBB. PE (425)251-6222 MAWR SM IF EXAL O �� m NNDNR Kamm CAPE 32 UNION TOAPRT. N TO IA£ MtliT a SDRM RMP F&MIAMIM9TVRMN(� I MNAIBIL ShSL �r G A' FT[mc IIMMLgD FLET/Ra lErz Tav YMF 4W¢.1i TIRAsUPPa(I tVMaMA roWT>.M+uAt' KM RAR MM PA" RaR d1AC ST NDRAVALUED ON APPROVED MAL VENETIAN NOTES. ALL IEIER•u AND MUNCIE PS'kNTIW PENCE MO An 2 ARE NOT SHOWN CW OUDEo IN THE STANDARD DETAIL SUADPG R YOUR PMM'ULM CONE TON IS NET WOW AN APPROVED MAIN O Ml S REQUIRED BM UTILITY EN EERNO PERU MAX ITS W ME NMC/ NdX RECA IND ADLT azaD ARE THE LEARN Of PnM OR ROW CLEARANK FROM ITS VAULT WNL; VCH Si BE A UNION a' If /ROM THE AD$ AND SOL NCS MOULD S AS TONNUMLY OMAN Oi THIS WANTS STANDARD DETAPSj NOVV: DEADMA BURNS MLL RENTON) AND INSTALLED CO n KIDSAPNN 4NIRRt MT UWSW"M EMM SO. A5 A SUPPORT THE L PUBLIC WORKS 3", 4"& 6" COMPOUND DOMESTIC SM' PLAN- 320.4l`\1.�1��/ DEPARTMENT WATER METER ASSEMBLYC NOTES: CONTRACTOR SMALL PROVIDE AND INSTALL A FEBCO RPBA MODEL 3 LF860-DOSY OR APPROVED EQUAL CONTRACTOR SHALL PROVIDE AND INSTALL HOT BOX® HB3E-AL ENCLOSURES W/1500 WATT HEAT OR APPROVED EQUAL. 11-1/4' BEND 22-1/2' SEND 45' BEND f. v.A CAP TEE 90' BEND nBrySi BMR% MAEUND AREA IN MARK FEET USE PURIST FDA HORMORTACDOWNWARD) ASCII BENDS MIN OUT M ANN COMPACT MIND CPNPAR NUT ttRFK1 R B m T4 CAP'PR KUO R$SEp BBIP ftE TAP DR RUP n33 T* STIP TZ CM LR'KVO eD$$NII/$' 1 11 1 11 Ll MCAs GILAuhD CN ]N P= PaeSVIC4-P' NN. ENON MAR WATERT i IngTITIAN "I 4-a MR. mm FOR MA MM a NO CAMAi A. MAX. Pmn S DRAIN SECS NO as DLmI OF raxai MN NLKNT PP TBNsi PUMP Tin PD PIPC 4 va SUNNI FEET amroV vAr inn � NI 1. AS Ary) A$ Y BLCGMa FDP TIRE uBCIIt MON! 1$4A AMS OR SM. IPE$ MFREx VAN SHOW MALL S DOWNWARD AT ME a6Md $ NL NOMRA SINN S PDFED IN SORE MNAWT WolsnM@f0 NATIVE CARAT I All FOAMED THAVIST SLOWS MNL BE BMI DIM PERM M WY PSMWF4 IESINC SHAL aw AMTS wNAET: HAS "MORE) mw Exam a SPANISH 4 ALL B.W]NP SANL A CONCRETE OL 511 1AR, 8 AIXMMD AGAINST MIIN88 SMALL NM AGARAFT ONE ERE T PTIDM &MFM{ AREA CtlS9MIE SLIT SHALL NOM COLIX OR VIf10Y BELL END; LORD BhT9 TOR ti.MDS MN ADDING T] BLY.Ts AND TLANK PULL S PPANfO. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PIAN - 530,2 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010 CITY OF RENTON 1E)EA'AFHTMENT" OF PUBLIC WOFi WATER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. 1 W-384710 R-3847126 pt GO z m O W U m IKEA PROPERTY INC PL@ 420 ALAN WOOD ROAD CONSHOHOCKEN. PA 19428 Ap CONTACT: DWIGHT E. SLATOI CONSTRUCTION MANAGER P: (610) Bat -01M CELL 303-519-4623 M E: DW .Mi eTl]1SKEe n'u ENGINEM, BARGHAUSEN CONSULTING ENGINEERS WG�� ELL 182115 72 O AVENUE SOUTH KENT, WA 32 )✓ CONTACT: JAY GRUBB. PE (425)251-6222 11-1/4' BEND 22-1/2' SEND 45' BEND f. v.A CAP TEE 90' BEND nBrySi BMR% MAEUND AREA IN MARK FEET USE PURIST FDA HORMORTACDOWNWARD) ASCII BENDS MIN OUT M ANN COMPACT MIND CPNPAR NUT ttRFK1 R B m T4 CAP'PR KUO R$SEp BBIP ftE TAP DR RUP n33 T* STIP TZ CM LR'KVO eD$$NII/$' 1 11 1 11 Ll MCAs GILAuhD CN ]N P= PaeSVIC4-P' NN. ENON MAR WATERT i IngTITIAN "I 4-a MR. mm FOR MA MM a NO CAMAi A. MAX. Pmn S DRAIN SECS NO as DLmI OF raxai MN NLKNT PP TBNsi PUMP Tin PD PIPC 4 va SUNNI FEET amroV vAr inn � NI 1. AS Ary) A$ Y BLCGMa FDP TIRE uBCIIt MON! 1$4A AMS OR SM. IPE$ MFREx VAN SHOW MALL S DOWNWARD AT ME a6Md $ NL NOMRA SINN S PDFED IN SORE MNAWT WolsnM@f0 NATIVE CARAT I All FOAMED THAVIST SLOWS MNL BE BMI DIM PERM M WY PSMWF4 IESINC SHAL aw AMTS wNAET: HAS "MORE) mw Exam a SPANISH 4 ALL B.W]NP SANL A CONCRETE OL 511 1AR, 8 AIXMMD AGAINST MIIN88 SMALL NM AGARAFT ONE ERE T PTIDM &MFM{ AREA CtlS9MIE SLIT SHALL NOM COLIX OR VIf10Y BELL END; LORD BhT9 TOR ti.MDS MN ADDING T] BLY.Ts AND TLANK PULL S PPANfO. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PIAN - 530,2 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010 CITY OF RENTON 1E)EA'AFHTMENT" OF PUBLIC WOFi WATER NOTES AND DETAILS IKEA REDEVELOPMENT. RENTON. WA. 1 W-384710 R-3847126 pt GO z m O W U m