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HomeMy WebLinkAboutzW-3701Setrz_ ii m c/­) LLJ CD 5-� /4 OF SEC. 20 TWP. 23N. , RGE. 05E. , W.M. CONNECT TO EX.,'SSMH, A SSVH,,f7095 R?1M 2819 50 NEW 8 PVC 280 o9 (IN- j 111PVC 280.U7 (IN £) . ..... 279.69, (OUT w) N\"g If MODULAR BLOCK WALL ,,WATER,& SEWER F(;TI-P, 4' (TIP). .. .... EASE44EMT-)�EC. NO. 20' CLEAR DESIGN PER X HEIGHT dr, "Ill �7022504 GEOXCH. +44.41 I VARIES VARIES I a" go, BEND 5 RUN 8 PRIVATE SIDE SEWER W/ CONC. 84 WG -IX MIN., IN TH , 2 " MW., "COVER' COQMNA78 91,7H'M FOR t0c4nON & DEP7H OF, IE 280,00 -LATERAL CONNEP _zOx 2,Ox .... ...... SCALE- V ti 20"" --- 294 ... . .... .. a 10" 21)" 4 0 It IO'WA .... O ..... .. -� 10= D.L 7' 7' DETEN7 0N I IENAULT SEE DET AIL SHEET CAJ TOO Lo EL 30153 (FLow` CONTROL BMP, - "4,108 SF) INLAE . ..... ... CILEAMOUT1 13 R&WT ACCESS TO SPRINKLER RISER PKUVZU& k.U. A�uVitu LOCK SECTION A ACCESS ROAD A SC41SQ5 Omni ce NOT TO SCALE DOMESTIC WATER ME, 'ON SID. PLAN 320.4. SEE DETA14 Y PER REN7 SHEET c4.j. PROVIDE PRV AND RPBA COMPLIANT iM7H PLUMBING COD& IN SPRINKLER RISER ROOM. SEE;' MECHANICAL PLAN FOR DETAILS, PIV PA� VqED PROPOSED APARTMENT PJV (PAIN70 PROWDE DDCV4 RISER ROOM PER MECHAIVICA41 PLAN BUILDING S7D PLAN 360.5. SEE DETAIL, 14.6 � "-' SEVIER N np) 14.6 SEE DE7A!4'_5HEET C4 .J LEVEL EL = M5.00 (67 PS) 0+92.81 2.47' L , D-A - 1-10' uj LEVEL EL = 32aOO (71 PSf) 11+6 45, 6.97- RT NO -87 W� . ....... ... 01.4EVEL EL = 304.00 (81 P915 02 LEVEL EL = 31aOO (76 PSI i-a" 7EE, (h) 81 LEVEL EL ­293-OD..X PS') 1-8`4ATE VALVE (FLxMJ) 140'x6l' REDUCER "J) 7r VALVES (f L) 2-a'rii ES77MAIED STA77C WICONC BLOCKING PRESSURE rfJ tV� FIRE ACCESS EASEMENT REC. & 83 NO'S�8820JOJ0266 201 J7 15, SLOPE EASEMENT 2+5 I-Ic -5-714' FH ASSEMBLY D.L PE.%PE, 2-61FLAM ADAPTERS 9�6 .... .. WICONC BLOCKING ...... A PER RENTON- STO, PLAN JIO, I SEE DETAILL FLEET C4:3 r,ir 10 3+70.56, 4.22' LT i N I-to" V, W1 CONC BLOCKING �g DE 7EMP. NOR/ -P- ru M� Pbk 5rck "'V I.,%" -1 0, - 3 +84.52, 6.04'LT 1 -f0' 22j* BEND (MJ) DUftG CONSTRUC770N W/ CONC BLOCKING Ve e,�r RE 2* IRRIGA77ON METER NTH EA N ZZ7JUV- OCVA PER RENTON SID N4� I'DECOMMISSION & REA40W EXIST 8" WA MAIN. 3202 & 3408 COORDINA7E *77H CITY AND ABITARE APT. ON SEE DETAILS SHEET C4.3 v 7 Q 0 NOTE*., SEE THE MECHANICAL PLANS FOR 7HE LOCA77ON OF THE O&IWATER SEPARATOR FOR 7HE PARKING GARAGE I N07P CONCRETE BLOCKING FOR HORIZOIV77AL AND DOWNWARD VER77CAL BENDS PER RENTON STANDARD PLAN 3302, SEE DETA14 SHEET C4.4. NO IF., FIRE SPRINKLER SUPPLY SYSTEM SHOWN SCHEMA 77C ONLY SIZE AND LOCA710N OF SYSTEM COMPONENTS INCLUDING PIPE, FDC, PIV AND BACKFLOW PR07EC77ON (INSIDE RISER ROOM) 70 BE CONFIRMED BY A CERTIFIED FIRE SPRINKLER DESIGNER FINALIZED DESIGN TO BE SUBMITTED TO CITY OF RENTON FIRE DEPARTMENT FOR REVIEW AND APPROVAL TOGETHER WTH DESIGN FOR BLDG FIRE SPRINKLER SYSTEM. PPTS P6 W 370101 1-5-114- FN ASSEMBLY 8'-6" D.I. PEXPE, 2-6FLxMJ ADAPTERS 1-10' GATE VALVE (FLxMJ) 1-10' FLxMJ ADAP7ER WICONC BLOCKING PER RENTON SID PLAN mat SEE DETAIL. SHEET C4.3 SEE SHEET C4.1 FOR WATER AND SEWER PROFILES NOTE• J MINIMUM COVER REQUIRED OVER ALL PROPOSED WANERMAIN AND SERVICES UNLESS 07HERWSE NOTED, WATERMAI114 70 BE INSTALLED SUCH 7HAT ISOLATED HIGH AND LOW POINTS ARE NOT CRE47ED BETWEEN POINTS OF CONNECTION. NOTE: 70 THE EXTENT POSSIBLE; ALL PROPOSED ABOVE AND BELOW GROUND *FT U77U7IES HAW BEEN INDICATED ON 711ESE PLANS LAYOUTS FOR CERTAIN DRY U77LI77ES (POKER, 7ELECOMMUNIC.4 77000a GAS) HAW YET 70 BE DESIGNED BY THEIR RESPEC77VE PURVEYORS AND ARE NOT DEPICTED. WHEN AVAILABE& THE CONZRAC7OR WALL SUBMIT THESE LAYOUTS 70 7HE ENGINEER FOR REVIEW AND COOMNA77ON PRIOR 70 INSTALLA770N. VAM NEW 70P XaO-k (MATCH FG) 8- PVC (IN-S) 8- Pvc (OUT-W) CT? CHANNEL 301.96 1-8- 7EE (FL) 2-8- GA 7E VALVES (FLxMJ) 1-8' D.I. (PExPE) CUT TO FIT I-B" COUPLING 1-8' BLIND FLANGE 12- CMP 1E 306.80 (OUT-N) 6- PVC 1E 306.90 (IN-E) 8- PVC 1E 30719 (IN-S) W/ CONC. NOTE.' _q2E- AND LOCA 77ON OF DOMES77C WATER SERVICE AND METER, AND SANITARY SIDE SERVICE TO BE CONFIRMED BY PROJECT MECHANICAL ENGINEER PRIOR TO CONS7RUC77ON 55 tj CAU77ON LOCA 17ON OF ENS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY 70 FIELD VERIFY LOCATION OF U77LI71ES PRIOR TO PROCEEDING WIN C0NS77?UC77ON YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON *HERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS ti X ,20' WATER, SEWER, STORM AN49 FQP�r. TRAFFIC ESMT REC. Ng'A8002070744 NZiMP /E, 292,_(IN-E) I2' le_�AB571(N-S) 1��­''CMP 1E 2M.57,(DI�T-W) 12+42.53 16.22'RT 1-8" lw/ C PER SEE (FL) F VALVES(R_1d4J) rPExPE) CUT TO FIT BLOCKING Off-SID PLAN joaj 1-4- GATE VALVE W1 CONC. BLOCKING -8* D I 1-6" GATE VALVE,'(" W1 CONC BLOCKING RIC D.I. 4 /T %J ASSOCIATES 00� 12112115ffiAve.NE Kiixland, WA 98034-6923 425.821.8448 z 0 800.488 0756 M1 flea v.Hw.tnadas at .mt V) V. fft z 0 NOTE*., SEE THE MECHANICAL PLANS FOR 7HE LOCA77ON OF THE O&IWATER SEPARATOR FOR 7HE PARKING GARAGE I N07P CONCRETE BLOCKING FOR HORIZOIV77AL AND DOWNWARD VER77CAL BENDS PER RENTON STANDARD PLAN 3302, SEE DETA14 SHEET C4.4. NO IF., FIRE SPRINKLER SUPPLY SYSTEM SHOWN SCHEMA 77C ONLY SIZE AND LOCA710N OF SYSTEM COMPONENTS INCLUDING PIPE, FDC, PIV AND BACKFLOW PR07EC77ON (INSIDE RISER ROOM) 70 BE CONFIRMED BY A CERTIFIED FIRE SPRINKLER DESIGNER FINALIZED DESIGN TO BE SUBMITTED TO CITY OF RENTON FIRE DEPARTMENT FOR REVIEW AND APPROVAL TOGETHER WTH DESIGN FOR BLDG FIRE SPRINKLER SYSTEM. PPTS P6 W 370101 1-5-114- FN ASSEMBLY 8'-6" D.I. PEXPE, 2-6FLxMJ ADAPTERS 1-10' GATE VALVE (FLxMJ) 1-10' FLxMJ ADAP7ER WICONC BLOCKING PER RENTON SID PLAN mat SEE DETAIL. SHEET C4.3 SEE SHEET C4.1 FOR WATER AND SEWER PROFILES NOTE• J MINIMUM COVER REQUIRED OVER ALL PROPOSED WANERMAIN AND SERVICES UNLESS 07HERWSE NOTED, WATERMAI114 70 BE INSTALLED SUCH 7HAT ISOLATED HIGH AND LOW POINTS ARE NOT CRE47ED BETWEEN POINTS OF CONNECTION. NOTE: 70 THE EXTENT POSSIBLE; ALL PROPOSED ABOVE AND BELOW GROUND *FT U77U7IES HAW BEEN INDICATED ON 711ESE PLANS LAYOUTS FOR CERTAIN DRY U77LI77ES (POKER, 7ELECOMMUNIC.4 77000a GAS) HAW YET 70 BE DESIGNED BY THEIR RESPEC77VE PURVEYORS AND ARE NOT DEPICTED. WHEN AVAILABE& THE CONZRAC7OR WALL SUBMIT THESE LAYOUTS 70 7HE ENGINEER FOR REVIEW AND COOMNA77ON PRIOR 70 INSTALLA770N. VAM NEW 70P XaO-k (MATCH FG) 8- PVC (IN-S) 8- Pvc (OUT-W) CT? CHANNEL 301.96 1-8- 7EE (FL) 2-8- GA 7E VALVES (FLxMJ) 1-8' D.I. (PExPE) CUT TO FIT I-B" COUPLING 1-8' BLIND FLANGE 12- CMP 1E 306.80 (OUT-N) 6- PVC 1E 306.90 (IN-E) 8- PVC 1E 30719 (IN-S) W/ CONC. NOTE.' _q2E- AND LOCA 77ON OF DOMES77C WATER SERVICE AND METER, AND SANITARY SIDE SERVICE TO BE CONFIRMED BY PROJECT MECHANICAL ENGINEER PRIOR TO CONS7RUC77ON 55 tj CAU77ON LOCA 17ON OF ENS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CONTRACTOR'S RESPONSIBILITY 70 FIELD VERIFY LOCATION OF U77LI71ES PRIOR TO PROCEEDING WIN C0NS77?UC77ON YOU MUST CALL 1-800-424-5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA 77ON *HERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS ti X ,20' WATER, SEWER, STORM AN49 FQP�r. TRAFFIC ESMT REC. Ng'A8002070744 NZiMP /E, 292,_(IN-E) I2' le_�AB571(N-S) 1��­''CMP 1E 2M.57,(DI�T-W) 12+42.53 16.22'RT 1-8" lw/ C PER SEE (FL) F VALVES(R_1d4J) rPExPE) CUT TO FIT BLOCKING Off-SID PLAN joaj 1-4- GATE VALVE W1 CONC. BLOCKING -8* D I 1-6" GATE VALVE,'(" W1 CONC BLOCKING RIC D.I. J ADAP7ERS 4 /T %J ASSOCIATES 00� 12112115ffiAve.NE Kiixland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488 0756 M1 flea v.Hw.tnadas at .mt V. fft J ADAP7ERS 4 %J X 0) %J SSMH *7395 L RIM 297.65 WA ED 8" PVC (IN-E) 8- PVC (OUT-W) CIR CHAN 290.69 Z LKMJ ADAPTERS Z RENTON SID PLAN 3101 IK 4.26' RT BEND (mi) BLOCKING IK W/ CONC. BLOCKING -r . :t W O%3 Q 44 a =m ti ;t '000, 12 LOx&l??ELor47E r4s 0-.­`310AIN=TO PROVIDE 36- MIN. NB! Jf' ACES CONS (TIP) ­J U77LITY AND COVS7RUC77ON EASEMENT (np) r. T 10+5004.j '(M O�R T GIEGMY T. ANWAL4 FES BL J) PROM MANAGER WICONC, ING 0 MARI( S HAMMY, FES KEVIN a FL"k FE 45E LF7X N-A FRDWT ENG 00 INEER FS0J= LANDSCM ABCHTEU FIRST SUEMITTAL DATE: 10115,42 SCALE BEE' 1420' Uff _-NIA 7 29�8' D.I. 1d+0841 550'RT W1 CONC. BLOCKING WATER PRESSURE ZONE = 490 CITY OF RENTON Approved by: keoftt/ G*qu--� - Date: Offf• 2, ZOIS Approved 1AL0 i �IA4r Date: Approved by: 7J,1_101 d — Date: /0 /7 h Approved by: — Date: 02013 TRIAD ASSOCIA1 2-101 L)--3?010f 'r /, � STAMP NOT TED UNLESS SIGNED M DATZI1 JOIS NO. 09-029 'm N" C4. OoF 15 V /I JI J W CD Q ry +i wz � �z HW 0 U 04 by: a o 320 310 290 E CITY OF RENTON Approved by: 11MW 9000z- ✓ 0 Approved by: Date: Approved by: Date: Approved by: o p N by Nab I O hi U Np U g Q y o o� 0 c .t W Z I +UU Z +UU 3 +UU 4+UU 10 +00 11 +00 12 +00 320 310 300 !i1J 280 13 +00 �D+UU W- 310102 320 TEL ASSOCIATES 12112115th Ave. NE Kirkland, WA 980M4 5)23 425.821.8448 425.821.3481 W 310 800.488.0756 tell w Anadaa ouatm.net Z 0 2 Z 300 y 3 W qj Ac 3 41 W 290 y 2 a O O V 2 Q Qw-4 W m 280 3 0 275 ~ V r1im-0 cu W- 3 ?0(0a 02013 TRIAD ASSOCIATES S- �7n(C7ol, e B B r4 �� ee �C °z GWOW T. LWkFAU PLS PROM Nuum HAW S NAMn^ PLS PROJECT SUEYEVOR OEM a FLVW FE PROJECT EN OM Ofllg LFM MA PBOWT IANDMM AHCHQ&T REST SORIDSTAL DATE: 101f5/12 SCU : DMU1 -20' Ill �,�,ppppJILI, C. Fj, ep4 WA3t'i' r rdNr Y 4UM SEW NOT VALID DNLEBS S[fdIBD AND DATED JOB NO. 09_029 Em ND' C4.1OP 15 CITY OF RENTON Approved by: 11MW 9000z- ✓ Date: Approved by: Date: Approved by: Date: Approved by: Date: cu W- 3 ?0(0a 02013 TRIAD ASSOCIATES S- �7n(C7ol, e B B r4 �� ee �C °z GWOW T. LWkFAU PLS PROM Nuum HAW S NAMn^ PLS PROJECT SUEYEVOR OEM a FLVW FE PROJECT EN OM Ofllg LFM MA PBOWT IANDMM AHCHQ&T REST SORIDSTAL DATE: 101f5/12 SCU : DMU1 -20' Ill �,�,ppppJILI, C. Fj, ep4 WA3t'i' r rdNr Y 4UM SEW NOT VALID DNLEBS S[fdIBD AND DATED JOB NO. 09_029 Em ND' C4.1OP 15 in i 3 O N U V /I JI TJ Z W CD Q Z E wz 1� 0 14 � N I. r , ♦ \ :I -i a 0 o; o m s ti 8 U I O yi U Oq N p g li 0 � SW� W 'o ¢ cD s Vi DO DO Z O N K WATER PLAN GENERAL NOTES Standard Plan No .300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST W [DON AS AMENDED BYTHECITYOF RENTON. A SET OF CIIYAPPROVED PLANS SHALL BE KEPTATTHEJOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE STARTOF CONSTRUCTK)N.THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIORTO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SMALL CALL 14100424.5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALLMATERWS USED FORTHE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND 'CATALOG CUTS' FORALL MATERIALS SHALL BE APPROVED IN WRITING BYTHE CRY OF RENTON PRIORTO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT UNED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 100. PIPEJOINTS SHALL BE PUSH-ON OR MECHANICAL101NT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALLBE CLASS 250 AS PERANSI/AW WA C110/A2L1082, ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK TU6ETYPE, POLYETHYLENE PLASTIC PERAW WAC105 STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRACE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 124NCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALLBE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER PIPE DEFLECTION SHALL NOT EXCEED ONE -HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH RACXFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 95 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCIaNG FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALAND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION M CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING RUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITYTESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALLSUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT /BLOCKING FORTESTING AND PURIIYAC CEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM - PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURT YTESTING. B. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH AMMUMUM OF5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINESHALL RE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURRYTESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTFYTHE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTSAT MASTIC WORKING DAYS PKIORTO MAKING CONNECTIONS TOTHE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS ATTHE CONNECTION POINT BEFORE ORDERING THE NECESSARYADAPFORS AND FITTINGS REQUIRED FOR THE FINALCONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALLMATERIAI S REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOTHE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL. CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT STD. PLAN - 900.0 MARCH 2010 4 OF SEC. 20, TWP. 23N., RGE. 05E., W.M. s 0 i TESTING DETAIL N_ 38 R •• O NEW D.I. WATER UNE TAPPING TEE VALVE VERTICAL LA055(ON TO FOR P 2' TAP TAPPING GATE VALVE (FL H 2 I -BUND FLANGE ON TOP WITH Y TAP AND Y PLUG TEMPORARY PLUG -OF WITH 2 -INCH TAP I -BLIND FLANGE 2- BOTTOM AND 2 -INCH BLOW-OFF ASSEMBLY I-PLUXMJ) RY KITH 2-TAP 6: 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK i FINAL CONNECTION DETAIL N A "t- ( \ /� y,•y NEW D.I. WATER UNE OF AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK k BLOW -OFF AND CONNECT TO VALVE WITH O.I. SLEEVE (MJ) K D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES. 1. TAPPING TEES SHALL BE MADE W CAST IRON, DUCTILE IRON M EPDXY - COATED STEEL. BOLTS AND NUTS SHAL BE CCR -TEN. ALL TEES AND VALVES SMALL BE WATER TESTED BEFORE TM 2. NO SIZE ON SZE TAPS ON CAST -IRON WATER UNES. TAP SMALL BE AT LEAST 2' SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT UNE OR STEEL UNE 4. NET- TAPPING OF EXISTING CITY OF RENTON WATER MAINS WLL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. S. CONTRACTOR S1µ1 POMGLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING ONE OR SLAB AND SHALL START LAYNG THE NEW UNE AT THE SAYE HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. QTY FORCES MILL PERFORM THE FINAL CONNECTOR FROM THE WATER UNE TO THE TAPPING VALVE WTH D.I. SLEEVE AND D.I. SPOOL. ® PUBLIC WORKS CONNECTION TO WATER MAIN WITH SM. PLAN - 500.1 N DEPARTMENT TAPPING TEE &VALVE MARCH 2010 WATER UTILITY NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJEC7S FOR THE WATER UTILITY. 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE KITH THE STANDARDS AND SPEO/FlCA 77CNS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPAR774E:NT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATONa AS APPROVED AND MODIFIED BY THE CITY OF REN7ON IN THE RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 77MES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 6:30 AM TO .130 PM QU WEEKDAYS UNLESS 07FHERWSE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE H077RED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. J. ALL LOCATIONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800 -424 -5555 4. AN APPROVED TRAFFIC CONTROL PUN IS REWIRED TO BE SUBMITTED AT THE PRE- CONS71RUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983111991 METERS UNLESS OT HERMSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PUNS 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA Cl)O AND 0111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISOR PIPE JON75 TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER AN9 1AWWA C105/A21.5 -93 STANDARDS 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WTH ANSI /AWWA C1101A21.10 -87. CEMENT UNING SHALL BE IN ACCORDANCE WIH AN9 1AWWA C104142114 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JaNIS THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110- A21.10 -87 OR AN9 1AWWA C153/A21.53 -94 THREE (3) INCH TO 12 INCH DIAMETER F7TRNGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JONM SHALL BE IN ACCORDANCE W7H AN9 /AWWA C1f0/A21.10.87 OR A COMBINATION OF ANN/AWWA 0110 1A2LIO.B7 AND AN-T/AWWA C1531A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JONT(S) MAY BE WTH ANSI/AWWA C/53/A21.53 -94 AND THAT PORTION OF THE PITTING WITH FLANGED JONT(S) SHALL BE IN ACCORDANCE WTH AWWA C170/A21.10 -87, ACCEPTANCE 7ES77NO IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI /AWWA C1101A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WTH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX (AWNA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PS. GATE VALVES SHALL BE CLOW UST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (k V0.) OF 5 -114 INCH, TWO 2 -112 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -112 THREADS PER INCH AND DIVE 4 INCH PUMPER NOZZLE WTH THE NEW SEATTLE PATTERN 6 THREADS PER INCH 60 DEGREES V. THREADS OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TOD 2 -112 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPOR77ONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WTH SUITABLE NEOPRENE GASKETS FOR POSIIVE WATER TIGHTNESS UNDER TEST PRESSURES 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH S7ORZ, STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -76 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DECREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHFR. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER PITH 118 INCH, COATED STAINLESS STEEL, AIRCRAFT CABLE 12. FIRE HYDRANTS SHALL BE PAINTED WIN TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION 70 FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE ALL WAZERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE U71UTY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE GLEANED WITH PIPE CLEANING PIGS'PRIOR TO D19NFEC770N. THE POLY PIGS'SHALL BE GRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL. 2 1B /CU FT DENSTY FOAM WTH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF PIG -ONLY. 17. PIGS'SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WLL PERFORM THE CLEANING OPERATION. 18. ALL WAZERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PS OR 150 PS OVER OPERATING PRESSURE, IN ACCORDANCE WTH THE SPECIFICATIONS OF THE CITY OF REN70N AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY O' RENTON STANDARD PLANS R SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INZC77ON OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HWOCHLOR17E SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METER£D/IMECTED IN ACCORDANCE WTH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPEaRCATONS REFERENCED ABOVE 20. A PRE- CONS7RUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPON9B/LHTY TO SECURE ALL NECESSARY PERM17S PRIOR TO STARING CONSTRUCTION. 23. INSTALLA77ON OF CORPORATE STOPS WATER SERVI= UNES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPUC4770Va CONSTRUCTION PERMITS AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNEC77ON TO EXIS77NG MAINS IS 70 BE ACCOMPLISHED BY THE CITY OF REN709 EXCEPT MET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVA77ON AND MATERIALS ARE 70 BE SUPPLIED BY THE CONTRACTOR AND BE ON -97F PRIOR TO CITY N077RCA 77ONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWNGS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OT' ASSEMBLIES FOR 7ES77NG AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27, ALL JOINT RESTRAINT SYSTEMS (SHACKLE ROOa NUTS, BO.Ia ETC) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 2& ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWD (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE S41WUT 70 A MINIMUM DEPTH OF TWO (2 INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT, 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INI77AL EXCAVATION WTH A PERMANENT, SEALED PATCH TO BE PLACED TO CITY OF RENTON POLICY, WTHIN 10 DAYS CALL FOR SUBGRADE INSPECTION PRIOR 70 PLACEMENT OF FINAL PATCH. 30. FOR CITY PROEC7S SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PW PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS EXISTING WATER LINE PLAN VIEW TESTING DETAIL T8 FT K.. O NEW WATER LINE VERTICAL CROSS(MJaFU FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2-TAP B 2-PLUG ONE BLIND FLANGE ON BOTTOM ONE (NJ) PLUG WITH 2' TAP L 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) - TEE (FLxFU W/ CONC. BLOCK 2- GATE VALVES (FLxMJ) 2- SOLID SLEEVES 01J) OR RO -MAC COUPLINGS - 1- ADAPTER (FL X NJ) 1- PLUG (NJ) W /2'TAP 6 TEMP, BLOW -DFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL K AFTER ALL TESTING, CLEANING BY POLYPIG, AND BEINFEC110M, REMOVE TEMP. BLOCK 6 BWW-OFF L CONNECT WITH SLEEVE (NJ) L D.I. SPOOLS FINAL CONNECTION BY CITY FORCES %[STING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT SM. PLAN 300•3 DEPARTMENT IN -LINE TEE & TWO VALVES MARCH 2010 SANITARY SEWER NOTES AND SPECIFICAT IONS THESE N07ES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON PLANNING/BUILDINGIPUBLJC WORKS DEPARTMENT AND THE LATEST EDI77ON OF THE WWOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 77MES DURING CONSTRUCTIOTV. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPEORCA77ONS ON WEEKDAYS UNLESS 07HERWSE APPROVED IN WRITING BY THE PLANNING/BUILDING/PU&J47 WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PUN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK LW7H1N PUBLIC RIGHT OF WAY. 1 ALL LOCATIONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONS7RUC7701V. (INSPECTION HILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSIRUC77ON 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION 97E 6. IT SNALL BE THE RESPONSBILI7Y OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMI7S PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS a A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB 97E WHENEVER CONSTRUCTION IS IN PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON PITH AN AS -BUILT DRAWNG OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFiSSFCNAL SURVEYOR. 1O.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEP771 OF B 1NCFHEa THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. )).OPEN CUT ROAD CRO59NGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BAOKFILLED K17H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS O7HERW_' APPROVED BY 12DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 196311991 METERS UNLESS OTHERWS= APPROVED BY THE CITY OF REN701V PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 11 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE STABILIZED TO THE SA775FAC77ON OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE PATH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNINC/BUILDING/PUBUC WINKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 7741S SHALL INCLUDE NECESSARY LEVELING OF 7HE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION O' REQUIRED BEDDING MATERIAL, 70 UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE; UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 15SAN1TARY SEVER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEZED ASTM D -3034, SDR -35 OR DUCTILE IRON CLASS -50, UNLESS OTHERMSE APPROVED BY THE WASTEWATER UTILITY. 16.I1V UNIMPROVED AREAS MANHOLE 70 EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2'DIAMEIER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING W- 310103 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: 02013 TRIAD ASSOC, - 37ota3 S- 37o�v,� 1� TRIAD ASSOCIATES 12112 115th Ave. HE KiMand, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w triadassodates.net y C J c+ J 'ti Q ` _+ y V 2 y W S V Q a m O 3 Q 2 0 Wi '+ w C GREGORY r. LILMIAD FLS PBWM YRUM MARK S HARRISON, PLS PB0186T SHHPHYOH KEVIN C FLYNN, PE FRwm ERGO= DENSE )FIN RLA PRIMIM LANDS APB ABCHQ86T FHL4f WMff AL DAM 10115112 SCAT& onz- vw_- I II r7l :; 17,0.,1:4 ,JI I,1: {, JOB NO. 09 -029 "RD• C4.2DF 15 [4] g� i E S 3 TAN WEN FRI so E 71 S_ Rol O UE I xlllllm shy c U i a 0 on 0 w 0 E E h o oo o a, o v $M q ho n rn o12 ge ge �I �, 0 ea YW d Z FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALUW M & H 929, MUELLER SUPER CENTURION 20D, AND WATEROUS PACER W H 6" MECHANICAL JOINT INLET WITH LUGS 5 -1/4' MAIN VALVE OPENING, TWO 2 -1/2" HOSE CONNECTIONS NATONAL STANDARD THREADS. 4" PUMPER CONNECTION Gil• OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATVE PAINT No. 57110-563 DTM ACRYLIC GLOSS. SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REWIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4,875° x 5" STORZ 5'.5'x6" THICK CONCRETE PAD AROUND HYDRANT, FINISH M MATCH SIDEWALK. ® EXPANSION JOINT AT 2•-1 �BACK OF ETE SIDEWALK / CONCRETE SIDEWALK OR PLANTING STRIP r -TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. �////----RAISED PAVEMENT MARKER TYPE 88 -A STMSONITE TWO -WAY BLUE REFLECTIVE ONCRETE BLOCKING ,.,mwm ox M_--.. MAIN UNE TEE. WITH 6" RANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA 0-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR -TEN STEEL TE RODS. 16' z B" x 4' M11".UM 1/2 YARD OF 1 -1/4" WASHED DRAIN ROCK CONCRETE BEARING BLOCK UNDER HYDRANT 1' ABOVE BOOT FLANGE. PLACE B MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL �{ L. FIRE HYDRANT ASSEMBLY LEVEL TLRAD US ND LEVEL ALL GROUND IN 3' RADIUS ONE MAN S" CONCRETE PAD 6 6" CONCRETE PAD CUT FI LL HYDRANT LOCATION IN CUT OR FILL 4 ®PUBLIC WORKS FIRE HYDRANT ASSEMBLY• PLAN - 910.1 4 DEPARTMENT MARCH 2010 RGE. 05E., 9 COYER THROUGH 2" OIA. QTY wz O O �a E-"'1 z °s U , W NV1G 71 S_ Rol O UE I xlllllm shy c U i a 0 on 0 w 0 E E h o oo o a, o v $M q ho n rn o12 ge ge �I �, 0 ea YW d Z FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALUW M & H 929, MUELLER SUPER CENTURION 20D, AND WATEROUS PACER W H 6" MECHANICAL JOINT INLET WITH LUGS 5 -1/4' MAIN VALVE OPENING, TWO 2 -1/2" HOSE CONNECTIONS NATONAL STANDARD THREADS. 4" PUMPER CONNECTION Gil• OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. 1 -1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATVE PAINT No. 57110-563 DTM ACRYLIC GLOSS. SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REWIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4,875° x 5" STORZ 5'.5'x6" THICK CONCRETE PAD AROUND HYDRANT, FINISH M MATCH SIDEWALK. ® EXPANSION JOINT AT 2•-1 �BACK OF ETE SIDEWALK / CONCRETE SIDEWALK OR PLANTING STRIP r -TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. �////----RAISED PAVEMENT MARKER TYPE 88 -A STMSONITE TWO -WAY BLUE REFLECTIVE ONCRETE BLOCKING ,.,mwm ox M_--.. MAIN UNE TEE. WITH 6" RANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA 0-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR -TEN STEEL TE RODS. 16' z B" x 4' M11".UM 1/2 YARD OF 1 -1/4" WASHED DRAIN ROCK CONCRETE BEARING BLOCK UNDER HYDRANT 1' ABOVE BOOT FLANGE. PLACE B MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL �{ L. FIRE HYDRANT ASSEMBLY LEVEL TLRAD US ND LEVEL ALL GROUND IN 3' RADIUS ONE MAN S" CONCRETE PAD 6 6" CONCRETE PAD CUT FI LL HYDRANT LOCATION IN CUT OR FILL 4 ®PUBLIC WORKS FIRE HYDRANT ASSEMBLY• PLAN - 910.1 4 DEPARTMENT MARCH 2010 RGE. 05E., EXPOSED ao3� ry 12" BY PASS NOT ALLOWED FOR IRRIGATION METERS W`CRUSHED ROCK V BASE . SUMptT A - A doter. OPoLL Y DIA HCIE FOR TOUCHIER➢ DEVICE WICK -.PINT COUPLING x MIPT CAST IRON OR OUCRE IBM WATERMAN 2 -I /Y MIN. FROM NEAREST NOTE AND FRONT EDGE OF PIT UO ME CENTER OF ME HOLE MUST SE AT LEAST 1' FROM UNDMR N RIBS UNLESS ME RIB SPACING AIIDWS ME HUT TO TIGHTEN AGAINST THE OPEN SIDE OF TYPICAL RIBB- MORE MAN ONE RIB, MAMIU& UST FOR 2" SERVIM METER LOCATED IN FIGURING STRIP BETWFEU (iiRR h PIDFWMIC IN PLANTING STRIP 1. 2' [appad lea. an paw eater man. 1. T tapped led an poor water man. 2 4" long X 2' Cram nipple with threaded ends (MIPT). 2. P long X 2' ban nipple Min threaded end* (MIPT). 3. 2' neNent seat ate vdw wit,. threaded ands tin n I 9 e r0 nut J. ear n ant earl a Ye1w elite avenged , a an er01n nu and . rluw W 9 W s W W 9 L "e. cis. nut . #sWm N r aired as . endue 5 ( . t tl laA 350.1). wed not exenelan if ,puked (w tlondartl small 330.1). 4. Tea piece anal iron wire boz. Stype A 0. 2' nam. with rtmWar 4. two Dfine we[ Van Wva boz Standard B' lap ap1Mn MM rcqular Cana bon nctl0n, langth to flL 'lug' type dew. Y brava WNlnq (MIPT x sit.. Ismit, W fit 'IMO' type mYar. EPIC). 5. Y X 1 -1 /0 hex bran beaMng (NPT a Nn. 2 each 1 -1/2' Gan or 5. 2 wrh 2' bran err bronco .0,1. 5' IngW. threaded ands. 2 sash aware npgm 5' Imgth, threaded ends. 2 each 1- 1 1Y -90' bm- w Y -90' bran or Ganz. At. (FIT x FlPn. GaM. Mboeo (NPT x OPT). 6. 2' (MIPT) x compraaPr, litWg, Ford C84-08 or w,.I. C I-I /2' (MIPT) x canPrennn flttng, Ford Cl of pug. ]. 2' Gott copper tubing type K or Gael, tippler (MIPT x MIPT. ImgUH to ]. 1 -1 /Y son capper tubing type K or brace nipped (RAPT x MPT), IeI flL to at B. 2 lewded Inc. W 41. . 1 -1 0 /2 tlupged brass 90' dl, for Fab L4 IN 1 w actual. 9. 2• CLatamdeDra with by-Peu Fwd `r Nudger 8-1427-2", -11 -T] (x 1] -3/16e 9. 1 -1 /Y Cualanullr Nth 30661 Fwd: V9N 00 Mueller 1 -14 (s anMs ball Bma: 30BASWanto n east a shook with flanged 13 -3/157 Mc 0. b l Vo and po M9FFBBr w Moaner Bmrsi .0 1/2'. Ole ball wins* and padleeM wings m MIeL and anr/e tlletlt Wq Wlth Mng00 ands ball wlw and pWlwk surge on inlet aM m,Me Metlt outlet, boll wlw on bpoa with podlW, oinga Cuatamvlter *M1OII Iw col ball Ww ce bpne will polo ec wings. Custl mseller NW have wrtieal inlet and outlet Twee word Inlet and Bull 10. Rlgla motor spreader Io be npPNM and Imitating In antler letter by 10. Film miter spreader to be supplied And Installed N molar super by lredor. mpypciw, H. Water motor shall be aupphied and Installed by City of Rmbn upon 11. Water malt old be npPRtl and Modelled by Gty f Rmtm upon payment of all related water meter fee and mU astwy prows ono payment of all nodded water mater Me aM wlhfaday pruwn and purity tedM. pwlty tests. 12. IYx30" Plaalla motor box ual to Mld- State* Pl-U- Inc BCF 1 Y p Srl- 2 I zlC' 730-1 mater boz rlud to a mo Stain PId plat na r H Brim MSB6 1]30 -St filth lo thick a. NU BC damene ete p cow IB'x31 MSBCF 1]30 -18 with Y (hick Wctie 'von diamond plate cow 11rx31• oral to MN -Sets. Plnd a el, ad liC -VJO -R etUl 2' MIIaO held aqutl to Mfg -Stain plaeUn. Inc. MSWC- 1]30 -R whtM1 2' Niiee hde Iw far tauahfwtl pit IM. dntl mater reed lid. Ia -1/2' pit lib 13. 2' plln9 property comer x F1Pn Nth 2' plug (MIPT). Fwd C-14-65 C- 1-1/2' wodlnq (aampnalm x , I.... t -1 a ray -era Fwd Ill. egml. The eater sar owner Ie mepone0le far any nameeory aeoptalbn w C -14-68 putl. The Properly oanr h rapmaUa fm my neemaay emdeneltn or vein arvke, akgtatlm p, exMndm of valor sePA[a. NOTE: ALL METER BOXES INSTALLED W CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRN EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON SOM SIDES OF METER BOX ® PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED SM. PIdN - 320.2 4.4 DEPARTMENT IN PLANTING STRIP MARCH 2010 W z J IOU LL ola DIRECTION OF FLOW 2 C2 Of 3„ t7t_ I 6" MIN. N.(TYP. ) UNION (TYR) PLAN 3 "MAX. Z � Z 0 b I'T M 6 "MIN. TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKROW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING / L NG PERMIT FOR THE INSPECTION OF INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA 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 SPECIALIST, FAX NO. 425- 430 -7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 8 PUBLIC WORKS */4" TO 2" DOUBLE CHECK VALVE STD. PLAN - 348.8 4 4 DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2010 REGISTER SHALL BE TOUCH READ PIT LID (Til AND BE II UGENT COMMUNICATIOi� MI ENCODER TYPE (ICE). METER MUST READ IN OU. PC 4. 90' BEND (NJ) TEE (mbft) GAZE VNVE Dtom a 6° rum, ADAPTOR a > °w6•D.I. _ U d EE (L) Y➢DED STEEL COLLA C . xwr TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2' DIA, DRILLED HOE IN COVER. LOCATE HOLE 28' FROM EDGE OF PIT LID AND RIBS, PRECAST CONCRETE VAULT MMT1 2 3'x3' HINGED S PIATE COYER. OUTSIDE CWENSIONS C- 8'x]' -0". (EQUAL TO PIPE INC., Qi UVUW VAULT WITH 5] -]L -B, 2 3'a3' DIAMOND PLATE DOORS) 8 ,4" ON ]" A. VALVE (FLft) ND- RISING SRI WI I HAND Ed EQUAL 10 MUELLER CO.A- 2180 -6. I G' OR CON PI GLASS LINED IJ / /// DUCTILE IRCI PIPE CF 32 PRE. LING Mo CORE Co. p" FROM PPA EQUAL TO KS CO. SWPLEp By PACIFlL 3• 4• WATER WORKS c INC. F {- 1Y 2 -3/4' SHACKLE R DOC PER CITY IF OF RENTON SPECIFICATIONS 4' ac. BEND (MJJ �- INSTALL IN TEST 13 ti 4' D.I. PORT A 2 "x2" 1 / BRASS NIPPLE WM A 2" RESILIENT „T VALVE BRASS GAZE p 1 VALVE AND 2" PLUG. IAI15 :2,_4. a' Full ADAPTOR 9 ro BMIOIxG Cltt FAIVATa R %TUG RYING CEADMAN BLOC( 4" TEE REOUIREI] MM (1) SHACKLING `M ME el".4I f.7 MOUNTED M STET PLATE TNYI PIECE CASE IRON VALVE BOX COYER THROUGH 2" OIA. QTY RYVAIE STANDARD B' TOP SECTOR. WIN REGULAR BASE BECTON LENGTH TO R PPPO NV1G 1 -1/2' AND 2" WATER SERVICE DETAIL G°, 4' OR 3' OAIE VALVE DIAMJ) EQUAL TO 7 MUELLER CO. A- 2360 -20. rommING - Q IN UNIMPROVED CAUTION: VALVE BOX SHOULD NOT REST LW 10 11 12 'N\ FIGHT-OF-WAY [INSTALL METER BOX AT PROPERTY UNE MIN g PIPE LATER COMPACTOR IN AREA OF VALVE BOX g 12' COPPER TAILHECE COULD CAUSE THE BREAKAGE OF ME SERVICE. LONG EXPOSED ao3� ry 12" BY PASS NOT ALLOWED FOR IRRIGATION METERS W`CRUSHED ROCK V BASE . SUMptT A - A doter. OPoLL Y DIA HCIE FOR TOUCHIER➢ DEVICE WICK -.PINT COUPLING x MIPT CAST IRON OR OUCRE IBM WATERMAN 2 -I /Y MIN. FROM NEAREST NOTE AND FRONT EDGE OF PIT UO ME CENTER OF ME HOLE MUST SE AT LEAST 1' FROM UNDMR N RIBS UNLESS ME RIB SPACING AIIDWS ME HUT TO TIGHTEN AGAINST THE OPEN SIDE OF TYPICAL RIBB- MORE MAN ONE RIB, MAMIU& UST FOR 2" SERVIM METER LOCATED IN FIGURING STRIP BETWFEU (iiRR h PIDFWMIC IN PLANTING STRIP 1. 2' [appad lea. an paw eater man. 1. T tapped led an poor water man. 2 4" long X 2' Cram nipple with threaded ends (MIPT). 2. P long X 2' ban nipple Min threaded end* (MIPT). 3. 2' neNent seat ate vdw wit,. threaded ands tin n I 9 e r0 nut J. ear n ant earl a Ye1w elite avenged , a an er01n nu and . rluw W 9 W s W W 9 L "e. cis. nut . #sWm N r aired as . endue 5 ( . t tl laA 350.1). wed not exenelan if ,puked (w tlondartl small 330.1). 4. Tea piece anal iron wire boz. Stype A 0. 2' nam. with rtmWar 4. two Dfine we[ Van Wva boz Standard B' lap ap1Mn MM rcqular Cana bon nctl0n, langth to flL 'lug' type dew. Y brava WNlnq (MIPT x sit.. Ismit, W fit 'IMO' type mYar. EPIC). 5. Y X 1 -1 /0 hex bran beaMng (NPT a Nn. 2 each 1 -1/2' Gan or 5. 2 wrh 2' bran err bronco .0,1. 5' IngW. threaded ands. 2 sash aware npgm 5' Imgth, threaded ends. 2 each 1- 1 1Y -90' bm- w Y -90' bran or Ganz. At. (FIT x FlPn. GaM. Mboeo (NPT x OPT). 6. 2' (MIPT) x compraaPr, litWg, Ford C84-08 or w,.I. C I-I /2' (MIPT) x canPrennn flttng, Ford Cl of pug. ]. 2' Gott copper tubing type K or Gael, tippler (MIPT x MIPT. ImgUH to ]. 1 -1 /Y son capper tubing type K or brace nipped (RAPT x MPT), IeI flL to at B. 2 lewded Inc. W 41. . 1 -1 0 /2 tlupged brass 90' dl, for Fab L4 IN 1 w actual. 9. 2• CLatamdeDra with by-Peu Fwd `r Nudger 8-1427-2", -11 -T] (x 1] -3/16e 9. 1 -1 /Y Cualanullr Nth 30661 Fwd: V9N 00 Mueller 1 -14 (s anMs ball Bma: 30BASWanto n east a shook with flanged 13 -3/157 Mc 0. b l Vo and po M9FFBBr w Moaner Bmrsi .0 1/2'. Ole ball wins* and padleeM wings m MIeL and anr/e tlletlt Wq Wlth Mng00 ands ball wlw and pWlwk surge on inlet aM m,Me Metlt outlet, boll wlw on bpoa with podlW, oinga Cuatamvlter *M1OII Iw col ball Ww ce bpne will polo ec wings. Custl mseller NW have wrtieal inlet and outlet Twee word Inlet and Bull 10. Rlgla motor spreader Io be npPNM and Imitating In antler letter by 10. Film miter spreader to be supplied And Installed N molar super by lredor. mpypciw, H. Water motor shall be aupphied and Installed by City of Rmbn upon 11. Water malt old be npPRtl and Modelled by Gty f Rmtm upon payment of all related water meter fee and mU astwy prows ono payment of all nodded water mater Me aM wlhfaday pruwn and purity tedM. pwlty tests. 12. IYx30" Plaalla motor box ual to Mld- State* Pl-U- Inc BCF 1 Y p Srl- 2 I zlC' 730-1 mater boz rlud to a mo Stain PId plat na r H Brim MSB6 1]30 -St filth lo thick a. NU BC damene ete p cow IB'x31 MSBCF 1]30 -18 with Y (hick Wctie 'von diamond plate cow 11rx31• oral to MN -Sets. Plnd a el, ad liC -VJO -R etUl 2' MIIaO held aqutl to Mfg -Stain plaeUn. Inc. MSWC- 1]30 -R whtM1 2' Niiee hde Iw far tauahfwtl pit IM. dntl mater reed lid. Ia -1/2' pit lib 13. 2' plln9 property comer x F1Pn Nth 2' plug (MIPT). Fwd C-14-65 C- 1-1/2' wodlnq (aampnalm x , I.... t -1 a ray -era Fwd Ill. egml. The eater sar owner Ie mepone0le far any nameeory aeoptalbn w C -14-68 putl. The Properly oanr h rapmaUa fm my neemaay emdeneltn or vein arvke, akgtatlm p, exMndm of valor sePA[a. NOTE: ALL METER BOXES INSTALLED W CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRN EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON SOM SIDES OF METER BOX ® PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED SM. PIdN - 320.2 4.4 DEPARTMENT IN PLANTING STRIP MARCH 2010 W z J IOU LL ola DIRECTION OF FLOW 2 C2 Of 3„ t7t_ I 6" MIN. N.(TYP. ) UNION (TYR) PLAN 3 "MAX. Z � Z 0 b I'T M 6 "MIN. TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKROW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING / L NG PERMIT FOR THE INSPECTION OF INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA 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 SPECIALIST, FAX NO. 425- 430 -7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 8 PUBLIC WORKS */4" TO 2" DOUBLE CHECK VALVE STD. PLAN - 348.8 4 4 DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2010 REGISTER SHALL BE TOUCH READ PIT LID (Til AND BE II UGENT COMMUNICATIOi� MI ENCODER TYPE (ICE). METER MUST READ IN OU. PC 4. 90' BEND (NJ) TEE (mbft) GAZE VNVE Dtom a 6° rum, ADAPTOR a > °w6•D.I. _ U d EE (L) Y➢DED STEEL COLLA C . xwr TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2' DIA, DRILLED HOE IN COVER. LOCATE HOLE 28' FROM EDGE OF PIT LID AND RIBS, PRECAST CONCRETE VAULT MMT1 2 3'x3' HINGED S PIATE COYER. OUTSIDE CWENSIONS C- 8'x]' -0". (EQUAL TO PIPE INC., Qi UVUW VAULT WITH 5] -]L -B, 2 3'a3' DIAMOND PLATE DOORS) 8 ,4" ON ]" A. VALVE (FLft) ND- RISING SRI WI I HAND Ed EQUAL 10 MUELLER CO.A- 2180 -6. I G' OR CON PI GLASS LINED IJ / /// DUCTILE IRCI PIPE CF 32 PRE. LING Mo CORE Co. p" FROM PPA EQUAL TO KS CO. SWPLEp By PACIFlL 3• 4• WATER WORKS c INC. F {- 1Y 2 -3/4' SHACKLE R DOC PER CITY IF OF RENTON SPECIFICATIONS 4' ac. BEND (MJJ �- INSTALL IN TEST 13 ti 4' D.I. PORT A 2 "x2" 1 / BRASS NIPPLE WM A 2" RESILIENT „T VALVE BRASS GAZE p 1 VALVE AND 2" PLUG. IAI15 :2,_4. a' Full ADAPTOR 9 ro BMIOIxG Cltt FAIVATa R %TUG RYING CEADMAN BLOC( 4" TEE REOUIREI] MM (1) SHACKLING `M ME el".4I f.7 MOUNTED M STET PLATE TNYI PIECE CASE IRON VALVE BOX COYER THROUGH 2" OIA. EQUAL TO OLMPIC FOUNDRY CO. DRILLED ROLE IN COYER STANDARD B' TOP SECTOR. WIN REGULAR BASE BECTON LENGTH TO R VALVE NUT EXTENSION IF REQUIRED (DWG BR46/PAGE 8090) G°, 4' OR 3' OAIE VALVE DIAMJ) EQUAL TO MUELLER CO. A- 2360 -20. rommING - SfASBS OMNI -G2 6'.Y pR S Y�elwlNKO WATER METER (FL EQUAL TO SENSUS SfiFIeMRGWIFMEiR)MM 1WCHREAD %RID I.C.E. REGISTER k SENSOR MM 4 WHEEL HIGH RESOLUTION 10D, D CUBIC FEET) REGISTER. FOR S METER, REDUCE AT PIPE GIPPORT METER WITH 4"X3' NhL CONCENTRIC STANCHON BO REDUCER. TO FLOW GENERAL NOTES: ALL METERS AND 8ACKROW PREVIDIMM DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN ME STANDARD DETAIL DRAWNGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED MEANING WILL BE REQUIRED BY ME UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. ME PRINQPAL REQUIREMENTS REGARDING VAULT SING ARE ME LENGTH OF FITTINGS OR THEIR CLEARANCE FROM ME VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM ME ENDS AND ME SLOE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON ME VARIOUS STANDARD DETAILS). NOTE DEAOMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT GEMS AGAINST SUFFICIENT UNDISTURBED FARM SO AS TO SUPPORT ME DESIGNED THRUST. PUBLIC WORKS 3 ", 4" & 6" COMPOUND DOMESTIC DEPARTMENT WATER METER ASSEMBLY 6A" - 11 N.C. SOCKET HD 2" A.C. SCREW 1 LONG OR f! (BRONZE AI S.S.) < }y�y<1'Elp�f�i Jl' X z" RAISED PROs 6" CONCRETE H-� CLASS 3000 12 Y." 14° "- 12 As CAST IRON RING AND COVER 45' (1/8) BEND T B. gdF' 1 P`� 45• (1/8) BEND 2' -0" SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2 IN UNIMPROVED AREAS, POUR A V -0" THICK, 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT SM. PLAN -409.1 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 9' OR 4" PExK CEMENT LINED OUC ➢RE IRON PIPE CUSS 52 I£NGM TO IT, 4' R.EaSUF FUNDED NG ADAPTOR. ROMAC STD. Pori - 320.4 MARCH 2010 W- 310104 CITY OF RENTON /' Approved by: ✓ l7 1 Date: oer' Z,703 Approved by: Date: Approved by: Date: Approved by: Date: - 37o10q- 02013 TRIAD ASSOCIATES 5- 3 ?aJV� J O Q aC 3 E3 8 8 TRIAD ASSOCIATES 12112115th Ave. NE Kiddand, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll bee www.idadassooatrys.11et 0 Foe. 2 U y Ji � l 3 Uj O low ` LY+ v II\ ~ W W oftio LUW \ O `4 Q. Like V 0 /�% oee V A y A y d z GREGG T. .01"LA MS HAW S HAIIIIIL1I PIS PRDJ= 3061810E /MARE C FLWK PE PRD110 KKGBM DENSE lFlIC M.,1 PHIWSf.T LAlDSCRE ABL'RTM FRLTT SOBIRTI'AL DAM 10/15/12 sc TNT M.- STAN NOT vim UNAS SIGNID AND DATED '°B NO. 09 -029 SHM N0' C4.3oF 15 L +: 6 ey� S a 0 9 c TAN Sill CD we O wiz O C v H Z a Ua' `I Y_ 1 -1/2" AND 2" WATER SERVICE DETAIL `CRUSHED ROCK BASE t0 SUPPORT VAULT. w TOUCHREAO DEVICE D QUICK-JOINT rc IN UNIMPROVED Z QUID 0LA VALVE BOX SHOULD NOT REST 10 II © l III R B K FOX AT LONG COPPER TAILPIECE � COULD REA CWID CAVSE ME BREAKAGE OF THE SERVICE. Illl\ & TYPICAL RIB � MORE THAN ONE RIB, MATERIAL M ME 2" SERVICE MEER LOCATED IN PI ANTING STRI P a 1. Y tapped tus, an now wale math, 1. 2° lapped lee an n .ter main. 2 C long X 2' brain nipple with Wool ends (MIPT). 2. 4' long X 2' brp. nipple wUh thrc0dcd math (MIPT). 3. 2' resilmt at gate valve with threaded winds, equaro opraling nut, Y 2' realllmt Seal gate ware wIP, V„ead•d mde, square op..Ufg nut, and add WIw nut ..t -.T- it roc l.etl (thee stand. dO.fl 330.1). wow nut astenmgn if spil (thee et.1d.nd aatml 330.1). " 4. Two saes. cast iron Ive ban Stontlad B' top wcNon Nth regular base box -Um, length to fit. 'Wg' type cover, 2' Wage bu.hln, (MIPT x sa.U.n, length to flL lug' type cow. FVT). W 5. 2 fah 2' .as, or bronze nlppaw 6• length, threaded and.. 2 each n 2-90• bra. or brmze elbows (%PT x OPT). bronze will (FIPT x RPT). 6. 2' (MPT) x mmPresalon fltUr, , Ford C84-66 r .gaol. 8. 1 -1/2' (MIPT) x cwnpn..Ion fiffil Fora CBh86 a Dual. F- 7. 1 -1 /Y wR copper WbNg Lype K a brma mall (MIPT s MIPT). length \ n to ft. & 2' thrmaM brass SG' ell. 8. 1 -1/2' Nrwdea brass 90' elk for Ford 1_44 77 w equal. 9. 2' Ontam•eRe• with by -pass Ford: VSH EG- IM -11 -77 (x 17 -0 /i B' 0 a, McDonald Braes: JM715MW775 or Mueller B- 1427 -2', with Forged b ogle bW wive and Padlock wmgn ow mbt and anon dr k wave with fiangea anal• ball wive and pedlack "mg. on mMl, and alp" cl outlet. ball wIw on bypass with padeck wings. Curto'neetle, shall Iw ouU.L boll Ww on bgaaa with mdock wN9s. Caalemeeltr .hall m v l0. RIM meta . reamer to be supplied mar I p Installed In miler .etle, a PP Y 1➢. R le melt s reaa•r to b. tte, p supplied and Insb led N meter ee by cen4 �4 tractor. il. Waym meta Loll met awatera and IN ola d by CNy of Renton upon 11. Water meter W wpplltl and Installed qty of Swiss mean k Payment el "II rgotetl water mates (o paps. o and eallelmtory Penure and 1 b payment of all relates water melor ke and mUSbdory preewre and o as pudly lea. PurK3 tasly 12 %asW meter but wall to MI - p tl Blatm PIwUCe. Ina BW Serlea 12 tYx30' Plasik meta box equal to Mld- Staten Plastics. Inc. BCF Seep MCI wash la thick Ductile iron mamma Plate tour 18131' T U exidel Mid-St fart[ to Shied Plastics, Ina iRtI -R WTh 2' amino bolt equal Wd -Stales Plastic; Inc. N9CBC- 1730 -R was 2' miles hate to cowl me f> lcou ma at Ra ma rrutm road Ili. ad lid. x m-1/2' pit Va x FlPT) WIN 2' plug (MIPT), C -1-88 13. 2' cwPM9 (Pty ca,d[rp x with plug (MIPT). Fad I3 166 3 - h. pra"rlm C -14-86 o- eexte The Property owns N rppmaible la any npwaary , 1, responsible •xlenalm el .ale, asmaa aeaP:a9m a tendm of water adman. NOTE: ALL METER BOXES INSTAL1ED W CONCRETE OR PAVED O DRIVEWAYS SHALL BE CAST -IRON EQUAL M OLYMPIC FOUNDARY. DSAHSDII JOINTS MUST BE INSTALLm 12' MINIMUM W BOTH 0 A O O `o a O N 6 E i` A .T2i �S BEi S IS 8 I I Oi FS V N g a o� B W 'o �� Z st 1 -1/2" AND 2" WATER SERVICE DETAIL `CRUSHED ROCK BASE t0 SUPPORT VAULT. w TOUCHREAO DEVICE D QUICK-JOINT rc IN UNIMPROVED Z QUID 0LA VALVE BOX SHOULD NOT REST 10 II © l III R B LADEN COMPACTION N A IN AREA OF VALVE BO% VALVE q FOX AT LONG COPPER TAILPIECE . COULD REA CWID CAVSE ME BREAKAGE OF THE SERVICE. Illl\ & TYPICAL RIB � MORE THAN ONE RIB, MATERIAL M ME 2" SERVICE MEER LOCATED IN PI ANTING STRI P MATERIAL i METER LOCATED IN P� B .pal KjRB9�pyA y 1. Y tapped tus, an now wale math, EVOJEFJ 12' U A A `CRUSHED ROCK BASE t0 SUPPORT VAULT. - DRILL 2' HOLE FOR TOUCHREAO DEVICE D QUICK-JOINT COUPLING x MPL CAST IRON OR DUCTILE IRON WAIERMAIN 2 -1/2' MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT US THE LINTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS ME RIB SPACING ALLOWS . THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF TYPICAL RIB � MORE THAN ONE RIB, MATERIAL M ME 2" SERVICE MEER LOCATED IN PI ANTING STRI P MATERIAL i METER LOCATED IN P� B .pal KjRB9�pyA y 1. Y tapped tus, an now wale math, 1. 2° lapped lee an n .ter main. 2 C long X 2' brain nipple with Wool ends (MIPT). 2. 4' long X 2' brp. nipple wUh thrc0dcd math (MIPT). 3. 2' resilmt at gate valve with threaded winds, equaro opraling nut, Y 2' realllmt Seal gate ware wIP, V„ead•d mde, square op..Ufg nut, and add WIw nut ..t -.T- it roc l.etl (thee stand. dO.fl 330.1). wow nut astenmgn if spil (thee et.1d.nd aatml 330.1). 4. Two all ®t Iran valve has Standard B" top amUon with regular 4. Two saes. cast iron Ive ban Stontlad B' top wcNon Nth regular base box -Um, length to fit. 'Wg' type cover, 2' Wage bu.hln, (MIPT x sa.U.n, length to flL lug' type cow. FVT). S. Y X I -1/2' M1ax braes bmM1Ng (MIPT x FlPT). 2 each I -1/2' brass or 5. 2 fah 2' .as, or bronze nlppaw 6• length, threaded and.. 2 each bronze nlppaea 6' length, Threaded ma•. 2 wool 1- 1/2' -90' braes or 2-90• bra. or brmze elbows (%PT x OPT). bronze will (FIPT x RPT). 6. 2' (MPT) x mmPresalon fltUr, , Ford C84-66 r .gaol. 8. 1 -1/2' (MIPT) x cwnpn..Ion fiffil Fora CBh86 a Dual. 7. T soft caps., labing type K or bmae nlplA.. (MIPT . MIPT), al to 7. 1 -1 /Y wR copper WbNg Lype K a brma mall (MIPT s MIPT). length RL to ft. & 2' thrmaM brass SG' ell. 8. 1 -1/2' Nrwdea brass 90' elk for Ford 1_44 77 w equal. 9. 2' Ontam•eRe• with by -pass Ford: VSH EG- IM -11 -77 (x 17 -0 /i B' 9. 1 -112' Wetomsetlr with by -pone Ford: l9H 88- 128 -11 -66 N a, McDonald Braes: JM715MW775 or Mueller B- 1427 -2', with Forged t3_3/1(p), MCDmald Bnss: 30812MyRa 85 or Mueller B- 1427 -1 1/2'. ogle bW wive and Padlock wmgn ow mbt and anon dr k wave with fiangea anal• ball wive and pedlack "mg. on mMl, and alp" cl outlet. ball wIw on bypass with padeck wings. Curto'neetle, shall Iw ouU.L boll Ww on bgaaa with mdock wN9s. Caalemeeltr .hall haw vertical Net and ouuet. now -tical [Net and mtleL l0. RIM meta . reamer to be supplied mar I p Installed In miler .etle, a PP Y 1➢. R le melt s reaa•r to b. tte, p supplied and Insb led N meter ee by cen4 �4 tractor. il. Waym meta Loll met awatera and IN ola d by CNy of Renton upon 11. Water meter W wpplltl and Installed qty of Swiss mean k Payment el "II rgotetl water mates (o paps. o and eallelmtory Penure and 1 b payment of all relates water melor ke and mUSbdory preewre and o as pudly lea. PurK3 tasly 12 %asW meter but wall to MI - p tl Blatm PIwUCe. Ina BW Serlea 12 tYx30' Plasik meta box equal to Mld- Staten Plastics. Inc. BCF Seep MCI wash la thick Ductile iron mamma Plate tour 18131' MSBCF O30-IB with 2' Miek Ductile Non diamond plate cover 19'x3, exidel Mid-St fart[ to Shied Plastics, Ina iRtI -R WTh 2' amino bolt equal Wd -Stales Plastic; Inc. N9CBC- 1730 -R was 2' miles hate to cowl me f> lcou ma at Ra ma rrutm road Ili. ad lid. x m-1/2' pit Va x FlPT) WIN 2' plug (MIPT), C -1-88 13. 2' cwPM9 (Pty ca,d[rp x with plug (MIPT). Fad I3 166 wealan .. equal. Tar• property owner is reapmaNle W any nepamry adaptatlm Or r, - h. pra"rlm C -14-86 o- eexte The Property owns N rppmaible la any npwaary , 1, responsible •xlenalm el .ale, asmaa aeaP:a9m a tendm of water adman. NOTE: ALL METER BOXES INSTAL1ED W CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL M OLYMPIC FOUNDARY. DSAHSDII JOINTS MUST BE INSTALLm 12' MINIMUM W BOTH SIDES OF METER BOX, PUBLIC WORKS 1 Y2" AND 2" WATER SERVICE LOCATED �' PLAR - 8202 DEPARTMENT IN PLANTING STRIP MARCH 2010 arc owm AND v,uxrAem FMVARLr ,rAxLro AND MMxrpKm © I ©�.I,gC11WElE p pfi R. MAX Is B z 5 8 3 DDCVA N BE INSTALLED IMMEDIATELY AFTER Q PIPE PENETRATION THROUGH BUILDING BOOR SLAB. ROOM N WHICH DDCVA IS LOCATED SHALL 0. HAVE FLOOR GRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40• F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA 0. NAVE CIEMLY DEDNEATED ACCESS WAYS TO DDCVA AND PIl A FIGHT -CF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON PRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL A SEPARATE PRE SPRINKLER PERMIT IS REWIRED. 1. MAW LINE TEE (NJ x R) 'Ml CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN W FEET TO BUILDING) 2 BRANCH VALVE (R . NJ) WTH VALVE BOX AND COVER 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND FITTINGS SHALL BE RESTRATNEO WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS 4. POST - INDICATOR VALVE (NJ) WTH TAMPER SWITCH 5. 2 -90• BENDS (R x R) WITH FLANGED DUCTIIE IRON PIPE SPOOL fi. 18' LONG SPOOL (R x PE) 7. FLNNGE COIPIJNG ADAPTOR B. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSTIW ONLY. (PER LATEST DEPT. OF HEALM APPROVED UST OF BACKFLOW PREVENTION DEVICES) BOTTOM OF DDCVA WALL. BE A MINIMUM OF 24 OUCH ABOVE FLOOR Ui AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CWORETE PADS OR MJUSTABIE PIPE SUPPORT COLUMNS UNDER DDCVA 9. 0.5 & Y VALVES TO BE RESUENT SEATED WTH TAMPER SWITCHES. ADD WRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH SY -PASS DCVA - BY -PASS METER SHALL BE A 3/4 INCH 'SENSUS -ECR' M POSITIVE DISPLACEMENT MEEK EQUIPPED ICE REGISTER WM A REMOTE READ SENSOR PLATE MWN70 ON ME OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, RANGE WT­[ BAIL DRIP IN VAULT OR Cell BUILDING 12 ex 4' x V BULL. ELBOW. THREADED 13. UL USTED FIRE DEPT. CONNECTION. UL USTED BREAK AWAY CAPS, LOCATE WITHIN W FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAN ODCVA AND BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS W RARE TEST COCKS WITH W FURE CAPS. O CLAVIW WALL PERIMETERS OF MINIMUM CLEARANCES TO BE PLANTED W FLOOR IN W111E ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY: '00 NOT SLOP( ACCESS' i r N C� o� FINISH BOOR LEVEL \ ELEVATION MEW OF DOCVA ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. PUBLIC WORKS INSIDE BUILDING INSTALL FOR WAND DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY STD. PLAN - 980.5 MARCH 2010 12 )4 14` 1 20, TWP. 23N., RGE. 05E., W.M. �LiAl_a 11 N.C. SOCKET HD 2" A.C. SCREW 1 A,- LONG (BRONZE OR S.S.) x 2" RAISED PADS IT 6" CONCRETE CLASS 3000 11" 12 Y° 14" CAST IRON RING AND COVER � SAND OR EXPANDABLE FOAM WATER TIGHT PLUG 45' (1/8) BEND 2' 1 e 4 2" SGT CO \� Cl 2 SY,P PIPE MATERIAL AS SPECIFIED G B Y THE ENGINEER 45' (1/8) SEND NOTES: 1. B" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V -0" THICK, V -0' SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. ® PUBLIC WORKS 8 OR 6 INCH CLEAN -CUT SM. PLAN -'{081 4 4 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 W Z_ } J 3Of UL W 5 d DIRECTION OF FLOW Of O 3„ (MIN.) I 6" MIN. 6 "MIN.(TYP.) UNION (TYP.) PLAN X a 3 "MAX. Z N Z M 0 6 "MIN. ^ L TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER APPLICANT MUST TA / US OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA 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 SPECIALIST, FAX NO. 425- 430 -7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS 1Y4" TO 2" DOUBLE CHECK VALVE STD. PLAN -940.8 4 4 DEPARTMENT ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2010 W- 310105 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: ®2013 TRIAD ASSOCIATES y y Q W 3 4 1� TRIAD ASSOCIATES 12112115th Ave. NE Kiddand, WA 98034L923 425.821.8448 425.821.3481 fax BEND .488.07M toll Ree wwwAnad.w...tefiRet J J 'w v+ I''vew essess vJ x \ W ~ W 0 V Z Uj pc O 1,. J mil cE1aI� Q V V es, so ;use 0 z a�aDVr r. we�Aa Pu PBO1HCf YAPAG&6 MAW & HARIBS .,y PIS ALWIWWl JVL•LIVD /fE11// G FLAK PE PEW6Cr ffii ®� DENSE IFIR FM PH(U66T LOWMAN ABCBD'8CP P= SUMUITTAL DM' 10115112 S=1 at Q 2 H Q a A� sees qSo 4 WASH O� r 4UN 5 SEAL NOT V= UNITS S[CO AND DAM ' °D N °• 09 -029 �` N°' C4.4 OP 15