No preview available
HomeMy WebLinkAboutR-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 0 0 W WATER PLAN GENERAL NOTES Standard Plan Na. 3M 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 l APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THEJOB SITE WHENEVER CONSTRUCTION I5 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 NEC-ESSARY PERMITS PRIOR TO CONSTRUCTION. 2- ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-4224-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEG INNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEWAND UNDAMAGED, AND "CATALOG CURS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIORTOI 3RJNGING 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 C114JA21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL 9E WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C1DS STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DUAMETER 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 RE APPROVER} 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 0ONFUCTS AND TO PROVIDE MINIMUM COVER. PIPE QEFUCTION SHALL NOT EXCE40 LONE -HALF OF PIPE MIANUFAI TURER'S5PECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED 3Y THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 9S MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE SMITH 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 MECHANICALJOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPE'S AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED, CLEANING, PRESSURE AND PURITY TIrSTI NG SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF ACITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR 5HALLSUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW —OFF ASSEMBLIES, AND THRUST RESTRAINT, BLOCKING FORTESTING AND PURIfYACCEPTANCE. 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 PASSM BOTH PRESSURE AND PURITY TESTING. B. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED ATA STATIC PRESSURE OF LSD PSI ABOVE WORKING PRESSURE WITH A MINIMUM Of 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 J'51 PRESSURE DROP DURING THE ENTIRE TEST PERIOD, UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE SHALL BE DISINFECTED, FLUSHED, AND TH EN 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 PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE TH E 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, ANC) 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. * `* PUBLIC WORKS i11iATM P�I.M O AL � STD. PLAN - 30 0 .0 DEPARTMENT MARCH 2010 AUTOMATIC VALVE SPARE CONTROL WIRE VALVE BOX W/LID SCH 80 PVC NIPPLE elTl"'Dell SCH. 40 PVC 90' ELL SCH 80 PVC NIPPLE—, SCH. 40 PVC - MAIN LINE TEE ": MIN. illl�III��_ Ilf�tll-llf.. IliiilTl-l� THREADED SCH 80 UNION, TYP. AUTOMATIC CONTROL VALVE DETAIL 'LAS-nC METER BOX _-,-i- i:- r,1 a L-A;iL:_ PLASTIC, INC. BCF SERIES MS8CF 1324-18 WITH 1.75" THICK DUCTILE RON DIAMOND PLATE COVER ECIUAL TO MID -STATES PLASTICS, NC. MSCBC-1324-R NTH READER UD AND 2" DRILLED HOLE I OR TOUGHREAD PIT UD (SEE DETAIL A -A) 36 " WIN COVER FW DUCTILE IRON NATERMAIN 9" MIN 12' MAX FINISH GRADE ty o cs 22-1 /2- 01Y PIPK,G z N IN UNIMPROVED RIGHT OF z J I WAY INSTALL METER 'BOX AT PROPERTY LINE WITH 12" W LONG COPPER TAILPIECE. w I SIDEWALK I ;7-77 - TOUCHREAD WATER METER TO BE PRIVATE RPgaG SUPPLIED BY THE 12 z a Dr CITY M o TYPE "FC' SOFT COPPER TUBING IF SERVICE LINE TO HOUSE IS 3/4' OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZECI INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING '- LOOP DO1Md TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPER5ETTER FOR 5/15-0/4" METER: FORD SERVICE LINE TO METER, VBH72-15W-44-33G. OR McDONAUD BRASS: 21-215W#CQQ33„ OR MUELLER: .5/4-13-2470-2 WITH ANCILE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD QQPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCCIONALD BRASS: 21-415VYO0044, OR MUELLER_ 1-D-2470-2 (3/4- F61000-3-0) OR AY MCDONALD 44701E BOTH INLET AND OUTLET WITH QUICK JOINT- PADLOCK VHNit5 ON (1" F910130-4--i) OR AY MCDONALID 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET - ALL FITTINGS SHALL BE 451TH QUICK JOINT NOTE - ALL. METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON COVAL TO OLYMPIC FOVNGARY. EXPANSION 404NTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX- — A DRILL 2' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TQVCHRE.AD DEVICE L _ 2-1/2- MIN, FROM NEAREST — AND FRONT EDGE OF PIT UD I TYPICAL i RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST I" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. � ' * PUBLIC WORKS aa" AND 1 " WATER � SERVICE STD. FLAN - 32+0.1 ► DEPARTMENT _ 3" (MIN.) DIRECTION OF FLANK 6 "MIN-(TYIP.{ UNION (TYR) T D CITY METERV—STACKED METER SECTION 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 OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DG: VA AND PIPING;. THE OVONER 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 BA.CKFLOW .ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OMER'$ 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. 4. DCVA AND METIER BOX SHALL BIE LGDCATED ON PRIVATE PROPERTY AND AS NEAR .AS POSSIBLE TO THE WATER METER. S �4 PUBLIC WORKS " T{ 2" DOLJELE CHECK VALVE SM. , PLAN —4D.8 DEPARTMENT ASSEMBLY FOR IRRIGATION 4R RESIDENTIAL FIRE SPRINKLER MARCH 2010 N. 2„ RAIN SENSOR KING SPLICE CONNECTOR c II IIIIIIIIIIII111, FINISH GRADE REMOVE RECEIVER -III III _I -III III III F 1�L=III=1 T 1=III-I I1=III=1 -III-I-III-III =III=1 1= III=ICI=III=ICI=III=ICI=III ICI -III -ICI -III-_-= ICI-III-1�1=III= PERMANENT I I-1I 7— =1 L-I I I=111-ITT=ITT=ITT-ITT-ITT-I =ITT -ITT -ITT -I -I I I-ITT-ITT-ITT=ITT- m - =iii =ITT=111-ITT=ITT=III=ITT=III =ILL-I_II-III-ITT-III=ITT=III-I_IL CONTROLLER —-,,,ADAPTER I-ITT-111-ITT-111=ITT=1Ti=ITl=1 - - -TI=1 T 1=ITT=1Ti=ITT=1Ti= 'LI=III=111=III=111=III=III=III III=III== - =III-III=III- SIGNAL ("HOT") WIRE-1iI;IillTllil-lil-lil-lil-I -ICI-ITT-III=11= - =ITeL- POP UP BODY =1 T I -III -I T-III T I-III=1_I1=III=1_I1=III----- �-ITT-ITT-ITT-I -III-I T I -ITT -I T I -ITT -I T I -III -I � 1 PVC SLIP FIX COUPLING -lil lil-lil„ „lil-lil lil-lil lil-lil lil-lil =111 �11 , 11-"'ITII'IITL_NII'IIII"'ITI'IIII-a, MATCHING PEDESTAL -I11_ TT=1-I T 1=ITT=1Ti=ITl=11 =I 111-III-111- TI-I T 1-ITT=1Ti=ITl=1 T 1=1 COMMON CONTROL WIRE il-lil-lil=ll Ti=1i1=ITT=1i1=ITl=1i1= TI-ICI-ITl-lil=lil-_-ITT=IT1-ITT=IT1-ICI. CONCRETE BASE =ITT-ITT-ITT-ITT-I_I I- I I=1 I I=1 T 1=III=1 T 1-I ADD (1) ONE MARLEX hill-IlTl-lil-lTl-I--I Tl-hill-IlTl-hill NO. 6 GAUGE BARE WIRE TT-I-ITT=I = III=1 -1 1=III-1 1=I 90' ST ELL llim it=lT-lil-lil-II il-lil-lil-lil-. 18"x18"x18" WITH GROUNDING ROD \ TT-ITT''-111-ITT''-111' =III III III -II III- SCH. 40 PVC -lil 111 III - =lil POLY SWING PIPEllTHREADED OUTLET TEE -i III III I_II III III- -III III III - BRICK SUPPORT LONGSWEEP ELBOW BLOCKS (TYP.) elll 00 12" GRAVEL SUMP 5/8" MINUS ADD (1) ONE MARLEX 3/4" ELECTRICALS CRUSHED ROCK 90° ST ELL CONDUIT 3" ELECTRICAL CONDUIT SPRAY HEAD SWING PIPE DETAIL 110 V POWERED AUTOMATIC CONTROLLER 7f1i 7�1n SCALE: N.T.S. SCALE: N.T.S.SCALE: N.T.S. FINISH GRADE -\ CONSTRUCTION RECORD DRAWING PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS -BUILT INFORMATION OBTAINED BY MCKEE ENTERPRISES AND VERIFIED BY SITTS & HILL ENGINEERS, INC. W A Sy sitts&hill cu y�ONo �. BOA /l/ ,v Q annn� 0 O CIVIL I STRUCTURAL I SURVEY �uU 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ `9fL��9 EXP.3�l�,V� Project No.: 19480 Project Mgr.: DCD �SCA PE ARG�12.04.24 Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM R-422956 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 703 TRENCHING DETAIL 704 �SCT�LE: UAL MAIN LINE DRAIN VALVE SCALE: N.T.S. N.T.S. SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988• BROTHERTON CADILLAC - RENTON 3/1 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF FIELDBOOK: DKM/RJJ RENTON Call 811 DRAWN: PAGE: L4. KLK/DKM �DRAWING NO: ONE INCH DATUM two business days CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IRRIGATION NOTES AND DETAILS L2.2C IF NOT ONE INCH before you dig NO. REVISION BY DATE APPR APPROVEDCD SCALE ACCORDINGLY (PRIVATE AND PUBLIC) SHEET: �� °F`39 N T 0 0 I N IIr 0- Lo N T 0 0 N N a D I Lo 0 cy) 0 0 N A u