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HomeMy WebLinkAboutR-409742U N 7 N N O N E a 0 0 co cc cn Oc cc cn CD CD 0 w j z J WATER PLAN GENERAL NOTES Standard Plan No, 300 1. ALL WORK AND MATEIRIALS SHALL BE IN ACCORDANCE WFFH THE LATEST EDITTON OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISICNS ANC) WSOOT / APWA STANDARD SPECIFICATIONS, LATEST EOMON AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SIFE WHENEVER CONSTRUCTION 15 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE H ELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPCNSIBILE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2, ALL EX STING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-024-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IM PROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-5IfE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWAC 151AND C 104. PIPE JOINTS SHALL BE P05H-ON OR N1 ECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21-10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH $-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 35 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND AS INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGsER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIDNS MUST BE APPROVED BY THE CITY OF RENTCN PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MIN€MUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL 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 85 PERCENT MIDI] IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 VIDD- 5. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STAINDARD 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 MECHANICAL JOINTS IN ADDF110N TO CONCRETE BLOCKING. 7, ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO 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-0FF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. 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 PURITY TESTING,. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 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 BE TAKEN 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 PH10R TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. TH E CONTRACTOR SHALL EXPOSE THE EX€STING 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 MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFCJRM THE CON NECTTOIN TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. SrD, PLAN - 300.0 ra PUBLIC WORKS ` # DEPARTMENT WATERPL.AI11 GENERAL NOTES MARC11 2D10 ±TO FT EXISTING WATER LINE TESTING [DETAIL EXISTING TEE, DEAD END LINE, CAP OR PLIJG DO NOT DISTURB 13LOCKING NEW WATER LIME T-I r r VERTICAL CROSS (MJYFL) FOR POLYP€.GGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG ANID DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WFTH SLEEVE (W) AND D.I, SPOOLS FINAL CONNECTION BY CITY FORCES CC!+ PUI WORKSNDCPAPARTh4I;N'r CONNECTION TQ VVATER MAIN EXISTING TEE OR END LINE CAP f STD. PLAN - =.5 I MARCH 2010 ASBUILT WATER NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLIONI M & H 929, MUELLEIR SUPER CENTURION 200, AND 4WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WTH LUGS, 5-1/4" MAIN VALVE OPENING, TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF-SEATTLE THREADS WITH A STORZ ADAPTOR. 4.875" SEATTLE THREAT] X 5" STDR7, ATTACHED WITH 1/9" STAMLESS STEEL CABLE, 11-1/4" PENTAGON OPERATING NUT FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No- 5.784-5153 DTM1 ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL, PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY REtJTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 3' 2"-j CONCRETE - -HRUST BLOCK 6" x 3" x 4" MINNOW CONCRETE HEARING �LO>wK UNDER HYDRANT MIN. 18" TO 20' BEHIND BACK Of CURB OR 12" BEHIND BACK OF SIDL WALK THAT IS ADJACENT TO CURB - -4,875" x 5' 5TORZ 5'x51xb" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT 13ACF{ OF SIDEWALKSIDE SIDEW ALK WALK /,-(3R PLANTING STRIP 36" MIN COVER r TWO-PfECE CAST IRON VALVE BOX wITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE W-A STIMSI7NITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING MA1N LINE TEE- WITH B- FLANGE SIDE OUTLET. B" GATE VALVE (FL X MJ) AWYWA C-509, RESILIENT SEAT 6- DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CDR -TEN STEEL TIE RODS- 112 YARD DF 1-1/4" 'HASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL, FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND IVIN 3' RADIUS ONE MAN ROCK - B 5" CONCRETE PAD LEVEL ALL GRDUN❑ MIN 3' RADIUS S% 6" CONCRETE PAD '•Am r LI LL HYDRANT LOCATION IN CUT OR FILL SM. PLAN — 310.1 PUBLIC WORKS FIRE HYDRANT ASSEMBLY f� D PARTMEN'T { MAL C11 2010 1 ASBUILT NO. REVISION 1Yx24" PLASTIC METEN aox EQUAL TO MID-51Al-ES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75_THICK DUCTILE IRON 01AMONp PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324--R WITH READER LID AND 2" DMILED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN FINISH cR12" MAX A.DE , = a' ir uj a 35' MIN COVER NEW DUCTILE IRON WA7NMAIN pPr BIOPIC z IN UNIMPROVED RIGHT OF WAY INSTALL METER FADX 0.T PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. w i 51DCWALK Q a TOUCHREAD WATER METER TO HE PR�I VA TE PWING SUPPLIED BY THE 12 z a a CITY i TYPE "K" SOFT a o COPPER TUBING IF SERVICE LINE TO HOUSE IS 3/4" OR TO LIE INSTALLED IN THE FUTURE GALVAN'. IN5TALL I OCRO CT4-33 OR 44 i9Pr PLUG x COMPRESSION COUPLING L- LOOT DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN CIUP EftL COPPE♦?SETTER FOR 5/13"x3/4" METER- FORD SERVICE LINE 'Fd METER. VEIH72_15W-44-33G, OR MoDONALD BRASS: 21-21.5WC0033, OR MUELLM- 3/4-8-247D-2 WITH ANGLE BALL VALVE DN INC-ET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP 'WTH [BALL VALVE. FORD COPPER5ETTER FOR 1" METER: NDRD VBH72-1$W-44-440, OR TAPERED THREAD (CC). CUICK MNT McDONALLI BRASS: 2T-4T5WCQQ44. OR MUELLER: 1-5-2410-2 (3/4" F01000-3-Q) OR AY AICDONALD 47DIS BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1- 17731000-4-Q) OR AY jArGDONALO 4701F INLET ANGLE BALL VALUE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE MTH DUICK JOINT. NOTE: ALL IAETER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO CLYMPIC FUUNDARY_ EXPANSION JOINTS MUSH BE INSTALLED ON BITTH SIDES CF METER BOY. AA DRILL. 2" 01A, HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST 7�'— AND MOINT EDGE OF PIT LiTI TYPICAL file I I NOT£: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLM THE NUT TO TIGHTEN AGAINST THE OPFN SIDE OF MORF THAN ONE RIB. w PLTBI,iC W[JFZitS �/4" AND 1" WATER SERVICE . PLAN -- 320.1 ` DEPAIRTM)EN'I' :v. NOVEMBER 2009 SURVEYED: TSL DESIGNED: DSC DRAWN: DSC EN 1 1 /19/21 DD CHECKED: DID BY DATE AP P R APPROVED: DID SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM WATER MAIN IF ADDITIONAL ADJUSTMENT IS REOUIRED. INSTALL 2-2' CLOSE NIPPLE AND 2--2" 90- REND, SCREWED 2" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE PLASTIC METER ROX IN PLANTER OR OAST IRON BOX IN PAVED OR CON OPETE AREAS. -� 2" CLOSE NIPPLE 2" 90' FL13OW 2" 90' EEROW 2" 'GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING PLAN VALVE NW )T EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG MR45 f PAGE B090) EQUAL TO GLYNIPIC FOUNM'Y CO, GROUND LIME CONCRETE SIDEWALK STANDARD 8" TOP SECTION, fi" MAX. WITH REGULAR BASE SECTION , LENGTH TO FIT. 2" RESILIENT SEATED _ GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE. BETWEEN CAP OR PLUG AND 2" 90' ELBOW 1" ,� �- o o`er, atbuo��o INSTAL 4 MIL POLYETHYLENE 15" MAX- PLASTIC COVER OVER WASHED a s° 4 .00 a o g.0�°� GRAVEL, CUT HOLE FOR PIPE ° G nC7❑ Gpn`R❑ 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1/2" NST (HOSE;) AND 2 1/2" FNST CAP WITH GASKET 2'x7"x2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TIE AND 90' ELBOW. 2" 90' ELEIOW ' STD. PLAN -- 340.1 ` s PUK,iC WORKS 2" BLOVV-OFF + DEPARTMENT PERMANENT ASSEMBLY MARCrt) 2010 r l 0 C TY OF RENTON Planning/Building/Public Works Dept. MIMI 0 V 6 0 •� Z O t Im m m W N M i QOcoN -0C51fV C Q U) r.- �: j Ln a-' fV m W 0r U Y LO �4 R-409742 W-409705 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT WATER NOTES AND DETAILS DALPAY SHORT PLAT DALPAY PROPERTIES, LLC. 4033 N.E. SUNSET BOULEVARD RENTON, WA 98059 Q J d- 0- 0® 0® O Z Z DATE: 1 1 /19/2021 c) m FIELDBOOK: >- O PAGE: Q DRAWING NO: LU J SHEET: C130F:18 0