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Home My WebLink AboutR-422956A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON rn N N I O 0 W WATER PLAN GENERAL NOTES Standard Plan Na. 3W I. 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 WSDCI / AFWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION ISIN PROGRESS- A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2- ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL CALL 1-8DO-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION- 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEWAND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE_ 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER. ANSI/AW WA C110/A21-10-32. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED W rrH 8-MIL BLACK, TUM-TYPE., POLYETHYLENE PLASTIC PER AWWA C1DS STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER, MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION, WHERE UITILFFY 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 BACKFILL SHALL BE COMPACTED TO 9S PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS,AND85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE95MOD. S. CONCRETE BLOCKING 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 VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE flF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECH,ANICALJOI NTS IN ADDITION TO CONCRETE BLOCKING. 7- ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR, THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF A55EMBLIES, ANDTHRUST RESTRAINT/ BLOCKING FORTESTINGAND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TRIP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED 130TH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 151I PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR, 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION- THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIAL'S, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BAC:FILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 3W.0 PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT --= MARCH 2010 AUTOMATIC VALVE SPARE CONTROL WIRE VALVE BOX W/LID SCH 80 PVC NIPPLE SCH. 40 PVC 90' ELLS SCH 80 PVC NIPPLE SCH. 40 PVC MAIN LINE TEE MIN. THREADED SCH 80 UNION, TYP. 000AUTOMATIC CONTROL VALVE DETAIL i "J SCALE: N.T.S. TRENCHING DETAIL i vvJ SCALE: N.T.S. FINISH GRADE x24- PLASTIC METER BOX _ _ i nl _ A �_ PLASTIC, INC. BCF SERIES MSB:CF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER Et3UAL 70 MIO-STATES PLASTICS, INC. MSCBC-1324-R 'NTH READER UD .AND 2" DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) 9" MIN 12" MAX ii:H w �2� 36" MIN COVER 22-1 /2- NEW ouo-nLE IRON WATERMAIN wl 9 i IN UNIMPROVED RIGHT OF � WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w F lK I SIDEWALK � I TQUCHRE,AD WATER METER TO BE SUPPLIED BY THE CITY o TYPE "K' SOFT COPPER TUBING 7SER�ACEINE TO HOUSE IS 3/4- OR I"LLED IN THE FUTURE GALVANIZED D C14-33 OR 44 FIPT PLUG ION COUPUNG d-LOOP DOWN TO CENTERLINE/ OF WATER MAIN TO PROVIDE SLACK IN COPPER 04PPER5ETTER FOR 5/15-0/4" METER: FORD SERVICE LINE TO METER, VBH72-15W-4+4-33G. OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-6-2470-2 WITH ANQLIE SALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WTH BALL VALVE. FORD COPPERS£TTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC)• QUICK JOINT McDONALD 13RAS$: 21-415K6044. OR 4AVELLER. 1-B-2470-2 (3/4" F61000-3-0) OR AY MCDON.ALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT- PADLOCK WN€5 014 (V FB1DDD-4-O) OR AY MCDONALD 470I8 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET_ ALL FITTINGS SHALL BE WITH QUICK JOINT.. NOTE - ALL. METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL 13E CAST-IRON COVAL TO OLYMPIC FOVNGARY. EXPANSION JOINT$ MUSH 8E INSTALLED ON BOTH SIDES OF METER BOX- — N 0 TE: THE CENTER OF THE HOLE MUST BE AT LEAST 1° FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB, DRILL 2° DIA- HOLE FOR AMR (AUTOMATIC METER READ) TQVCHREAD DEMCE - 2-1/2- MIN, FROM NEAREST AND FRONT EDGE OF PIT UD ` PUBLIC WORKS a4" AND 1"WATER SERVICE SM. PLAN - 320A DEPARTMENT 6j. NOVEMBER 2009 � J Q >_ 3: 1� W ILL C'I0 �Ir- 2 CL {7 CC 0 6 M.N. _ 3" (MIN.) DIRECTION OF FLOW 6"MIN-(TYP.{ UNION (TYP.) TO CITY METER STACKED METER SECTION\�C 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- {, THE O NER/APPLIGAN7 MUST 087AIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OMER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN - THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW .ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIR'S AND ANNUALLY THEREAFTER AT Q'r' LR'5 EXPENSE. A DOPY 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. DCVA AND METER BOX SHALL BE LDCATED ON PRIVATE PROPERTY AND AS NEAR .AS POSSIBLE To THE WATER METER, PUBLIC WORKS 34" TO 2" DOUBLE C;HEC;K VALVE SM. PLAN - UO.8 •.* DEPARTMENTASSEMBLY FOR IRRIGATION OR RE VENTIAL FIRE SPRINKLER MARCH 2010 2" RAIN SENSOR KING SPLICE CONNECTOR FINISH GRADE _III l n II IILIII=1 -III III IIL. F REMOVE RECEIVER -11 =1 =1I =1 =1I =1 =1 -1 I 1-111-111-III a` - IF 1All- PERMANENT 7— 111111111111111111111111111111 Tll_Ill- T1117' IT=11=III=TIT=IIIi=1l=IIIi-1l=IIIi=llli=1lilitIHl.-1lTl11 l CONTROLLER ADAPTER SIGNAL ("HOT") WIRE-lTl„lillillil-lil-lil-lil-1 I I I -I I l-1 � l-1 I l-1 � l-1 I l-1 � l-1 I l l � l -lil-lil=lil=ll=lil=l. - =1_II-III-I l-lIl Ill- l Ill- l Ill ---Ill-- POP UP BODY �-III-lTi-l-Ill- l-lTi-1 -Ill- -Ill- l-l � PVC SLIP FIX COUPLING=lil=lil � I i1=1i1=11=1i1=-1il-lil-lil- III�1111IIIIIII�1111IIIIIII�1111IIIlTl�1111IIIIIIIIL -i111T_II�1111IIIII -lTl-1 I l----lTi-1 I l-lTl-1 I l-lTl-1 I l-lTl-1 l i_ =li-lTl-lil-lTl-lil-lTl-lil-1 - =1 I L-I I L- III=1 I LlTi=l I LlTi=l I Ll i MATCHING PEDESTAL COMMON CONTROL WIRE �. '=III=III=111- 11=III=III=III=III=l � l=l i -ll-lil=ll=ll--lil-lil-lil-lil-lil- T1=1T1=1T1=1T1=1T1==1i1=1T1=1i1=lil-lil. 11 �- 11-1i1-,_ =III=III=III-III-I � 1= I I=1 I l-1 � l=l I l-1 � l-I ADD (1) ONE MARLEX-1il-lil-lil-lil-_ ll=lil=lil=lil=lil- -III-III-III-III III -III -III -III -I I — 90' ST ELL 1, E ITI, ,1I , ,1T1 ITI„11 ,ITT, ,1T1 IT1 1T1 CONCRETE BASE 18' xl8' xl8" NO. 6 GAUGE BARE WIRE WITH GROUNDING ROD POLY SWING PIPE I111T1111n1111111111n11' 11 -= - =ill III III I_II III III - BRICK SUPPORT -III III III - I „III 1II III III BLOCKS (TYP.) „1111I1' 12" GRAVEL SUMP 5/8" MINUS ADD (1) ONE MARLEX CRUSHED ROCK 90° ST ELL SPRAY HEAD SWING PIPE DETAIL SCALE: N.T.S. FINISH GRADE 3/4" SCH 80 PVC NIPPLE SCH 40 PVC MAINLINE TEE BRICK SUPPORT BLOCKS 24" GRAVEL SUMP VALVE BOX 704 MANUAL MAIN LINE DRAIN VALVE SCALE: N.T.S. • Call 811 • m two business days before you dig NO. REVISION SCH. 40 PVC FINISH GRADE THREADED OUTLET TEE LONGSWEEP ELBOW _ 00 3/4 ELECTRICALS CONDUIT 3" ELECTRICAL CONDUIT 110 V POWERED AUTOMATIC CONTROLLER MANUAL DRAIN VALVE 3/4" PVC ST. 90° ELL NOTES: 1. INSTALL DRAINS AT LOW POINTS ONLY. SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCID BY DATE AP P R APPROVED: DCD v�J SCALE: N.T.S. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF RENTON Plan ning/Building/Public Works Dept. sitts&hil I CPU JJ..Johh VG CIVIL I STRUCTURAL I SURVEY P a�� 11� Spy 0 4815 CENTER STREET I TACOMA, WA. 98409 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ �9�tio4a zati��V� Project No.: 19480 Project Mgr.: DCD ExP �SCA PE ARG�`� 03.17.23 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422956 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/08/2023 IA URRENT PLANNING } Morganroth [05/09/2023] ] DATE: BROTHERTON CADILLAC - RENTON FIELDBOOK: PAGE: DRAWING NO: IRRIGATION NOTES AND DETAILS L2.2C (PRIVATE AND PUBLIC) SHEET: Z7 GF:2A -MIN Lo M It O 0 N W u