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Home My WebLink AboutW-393602M Co CM � 0)Co C'7 CY) I co CV I C)N � I W N Q n I- rr O n I- ran V J CU D W rr Ir-^ V J 0 V) J Q W I- J_ rn U (n LJ W (n Z Q J O_ O 0 Z_ W W Z z W / 0 0 N O N / 0 N LO I-I/2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. CITY PIPING W z J W Z IN UNIMPROVED J } RIGHT-OF-WAY INSTALL METER a" BOX AT PROPERTY LINE WITH o 2" LONG COPPER TAILPIECE ao o_ o_ 9" MIN. 12 MAX. 9 ? am �> LEAVE EXPOSED - �oo N n 12" BY PASS NOT ALLOWED FOR IRRIGATION METERS `CRUSHED ROCK �l BASE TO SUPPORT A - A DRILL 2" DIA. HOLE FOR VAULT. TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN qr--- 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID 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 TYPICAL RIB MORE THAN ONE RIB. PRIVATE PIPING MATERIAL LIST FOR 2" SERVICE- METER LQQATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK MATERIAL LIST FOR 1-1/2" 5ERVICE. METER I A ED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. % 2" tapped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330A). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and 4. Two piece cost iron valve box. Standard 8" top section with regular "lug" valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base base section, length to fit, type cover. 2" brass bushing (MIPT x section, length to fit, 'lug" type cover. FIPT). 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or bronze nipples 6" length, threaded 2"-90' brass or bronze elbows (FIPT x FIPT). ends. 2 each 1-1/2"-90' brass or bronze elbows (FIPT x FIPT). 6. 2° (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 7. 1-1/2" soft copper tubing type K Or brass nipples (MIPT x MIPT), length 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by-pass Ford: VBH 86-128-11-77 (x 17-3/16" to fit. S. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 1-1/2" Customsetter with by-pass Ford: VBH ), McDonald Brass: 308715WDFF775 or Mueller B-1427-2", with flanged ball 86-128-11-66 (x 13-3/16"), McDonald Brass: 3OB612WDFFE65 or Mueller B-1427-1 1/2", angle valve and padlock wings on inlet, and angle check valve outlet, boll volve on bypass with padlock wings. Customsetter with flanged angle ball valve and padlock wings on inlet, and angle check shall have vertical inlet and outlet. valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 10. Rigid meter spreader to be supplied and installed in meter setter by 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and contractor. 11. Water meter shall be supplied and installed by City of Renton upon purity tests. payment of all related water meter fee and satisfactory pressure and 12. 17"x3O" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series purity tests. 12. 17"x3O" Plastic meter box equal to Mid -States Plastics, MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18%31" Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchreod pit lid, and meter read lid, plate cover equal to Mid -States Plastics. Inc. MSCBC-1730-R with 2" drilled hole for 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 touchread pit lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" or equal. The property owner is responsible for any necessary adaptation or plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for extension of water service, any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. TY PUBLIC WORKS 1 %2" AND 2" WATER SERVICE LOCATED STD' PLAN - 320.2 DEPARTMENT IN PLANTING STRIP MARCH 2O10 �- EX. SEWER MAIN PROPERTY LINE _--SPOOL (LENGTH AS NEEDED) i I 8" SEWER STUBE c I 3,_0„ FUTURE 4" SIDE SEWER `SEWER 0C--------� ` 2"x 4" STUD MARKING MAIN TEE X 8" TEE 1 POST PAINTED 6" CAP WHITE WITH THE WORD "SEWER" STENCILED W IN 3" HIGH BLACK LETTERS AND M6 WIRE COUPLING (TYP,) 7 WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 3' 1 8"X6-X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR s I I APPROVED EQUAL, SPECIFY "SEWER" ON UD), (SEE STD. PLAN 403A FOR INSTALLATION) L --- j JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED (!STING SANITARY :WER MAIN --2.0X MIN. \ ` FUTURE 4' SIDE SEWER "6" SEWER STUB 6'X8'X6' WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 5" TEE ACCEPTABLE PRQCEDURES FOR SIDE FER MA IN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) S. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 5fe BLOCONCR/M2RMIN SLOPE HORIZONTAL 6" MIN. SEWEMAIN ' SEWER MAIN CONGRFTE BLOCKING ANGLE OF TEE AT MAIN BETWEEN ' AND av TYPICAL I0 SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN-406.1 DEPARTMENT PUBLIC WORKS INSTALLATION P (SEWER MAIN TO PROPERTY LINE) Agl��, 11 NO. 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 EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION IS IN 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 PERM[TS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND 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/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36INCHES 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 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. 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 MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. 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 OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADOITION 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 ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURII YACCEPTANCE, 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 BYTHE 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 MATERIALS, 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 BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ePUBLIC WORKS WATER PLAN GENERAL NOTES STD. PLAN - 300.0 DEPARTMENT MARCH 2O10 W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR --f SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 957. MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING APP OVED: y DEPARTMENT FOR SANITARY SEWERS Q nm . REVISION BY I DATE LADDERI AND ACCESS INLET PIPE (8" MIN.) VENTILATION PIPES 12"MIN. AT CORNERS - ACCESS COVER OVERINLET / COALESCING PLATE PACK ACCESSCOVER (OVER OUTLET) LADDER (TYP.) I I L J I I r L J I I FOREBAY H I HIGH FLOW BYPASS 5' L SHUT OFF VALVE W1 AFTERBAY RISER 8 VALVE BOX LOUTLET PIPE (8' MIN.) ACCESS DOOR ALLOWING REMOVAL OF PLATE PACK OR PROVIDE FULL LENGTH REMOVABLE COVERS ACROSS ENTIRE CELL. PLAN VIEW NITS VARIES (CAN BE CONSTRUCTED ON GRADE WITHOUT RISERS) 1' MU WQ WATER SIRFACE . 6"min. - D 18" MIN. V min. 1' MIN. 6" MIN. /\�/.\ \�/.\�/.��/.\�/,� ' 8' MIN.OMM.) L (U4 RECOMM.) ff SECTION VIEW NTS NOTES: 1. GRAVITY DRAIN SHALL BEAT LEAST 8 INCH MINIMUM DIAMETER AND SHALL BE CONTROLLED BY A VALVE. USE OF A SHEAR GATE IS ALLOWED ONLY AT THE INLET OF A PIPE LOCATED WITHIN AN APPROVED STRUCTURE. 8" TEE OIL RETAINING BAFFLE (50 % D MIN.) COALESCING PLATE PACK - INLET WEIR -SOLIDS RETAINING BAFFLE OR WINDOW WALL (SEE TEXT) GRAVITY DRAIN Y PUBLIC WORKS COALESCING PLATE OIL /WATER STD. PLAN - 240.10 DEPARTMENT SEPARATOR Arlo MARCH 2O08 at H' rc'yi ORq� SEAL z CP n y, 1969 �qSH 1 AS -BUILT RECORD DRAWINGS SURVEYED: RH SCALE: AS SHOWN HORIZZOONTALL: NAD 1983/1991 DATUM Fri CITY OF RENTON o Planning/Building/Public Works Dept. WATER & SANITARY SEWER DETAILS STARBUCKS AT AIRPORT PLAZA LANCE MUELLER & ASSOCIATES RENTON, WASHINGTON DATE: 4/24/2017 DESIGNED:EI JHH PPAGE:AGE.FIELDOK: P DRAWN: JHH ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: 2016067 CHECK TFD AP P R APPROVED: SHEET; OR C10 10 S-393602 W-393602 R-393610