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HomeMy WebLinkAboutWWP2703383.6WATER NOTES & SPECIFICATIONS CEDAR RIVERCORPORATE 1. THESE NOTES SHALL P APPEAR FOR PROJECTS FOR THE WAT ER TER UTILITY. IL Ir O U IM W CC W CU TESTING DETAIL - O NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) !-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ)WITH 2-INCH TAP !-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY !-PLUG(MJ) WITH 2-TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK 0 V FINAL CONNECTION DETAIL z F= Tc w NEW D.I. WATER LINE r� AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING: ANO DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH DA. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEH. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SUEER TAPS, INC.. U.S. FILTER, SUPERIOR TAPPING INC. OR WATER CONNECTION DETAIL WESTERN UTILITIES SUPPLY CO.. INC. 5. CONTRACTOR SHALL POTHOLE AND EVRIFY THE HORIZONTAL AND WET --TAP EXISTING WATER MAIN VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. CITY OF RENTON 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPP[L- VALVE WITH D.I. SLEEVE AND D.I. SPOOL. `� STANDARD PLANS TO ISr. DATE:04/04 DATE_L_ REVISII j BY APP . PVVG. NAME: BRM7 SP PAGE:$115 WET -TAP DETAIL NOT TO SCALE FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200. AND WATEROUS PACER WITH 8' MECHANICAL JOINT INLET WITH 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 THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED. VATH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATIVE PAINT No. 57BG-583 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. REQUIRED. 15' TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TCP SECTION L4.875* x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REWIRED (SEE DWG BR48 / PAGE B090). MAX 4MIN 2`1 /// RAISED PAVEMENT. MARKER TYPE 88WO AB STIMSONITE T-WAY BLUE. 42" MINCONCRETE BLOCKING MAIN LINE TEE. WITH 6' FLANGE SIDE OUTLET. I 6 GATE VALVE (FL X MJ) AWWA C-509, RE50.1ENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 16" x B' x 4" 2-3/4" COB -TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. MININUM CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8") MIN. i' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY D LEVEL ALL GROUND MIN 3' RADIUS 1LL 6ONE MAN ROCK 6 1 FILL CUT HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL, ADOPTED •� CITY OF RENTON ♦/ """""■ ��- STANDARD PLANS IST DATE: 04/04 DATE I REVISION I BY JAPPR DI DWG. NAME: B102 SP PACE:8102 FIRE HYDRANT ASSEMBLY NOT TO SCALE VERTICAL DATUM INAVD 881 CITY OF RENTON BASED ON CITY BENCHMARK # 1160, FOUND ON BRASS BUTTON WITH PUNCH ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST -WEST PIPELINE RIGHT-OF-WAY. ELEVATION = 18.84; SEE SHEET CO.0. - CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56' HORIZONTAL DATUM PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW 23RD STREET. BEARING NORTH 89'51'58" WEST; SEE SHEET CO.0. TYPE 'A' BLOCKING FOR 11 1/4' - 22 1 /2' - 30' VERTICAL BENDS PAINT AS FOR kg SHACKLE RODS i"�, 4 TURNBUCKLES--"'-- wil THREAD CEMENT S �\ CONCRETE CLASS B UNDISTUBED EARTH VA TYPE 'A' BLOCKING FOR 11 1/4' - 22 1/2' - 30' VERTICAL BEND V.B. S d L w 5 M:mcn w l Uj LU LU~ �¢ 0 LAJ w- Of a� ��`' Z w w Uw � 28 Z V C:) U m OZ O zU U- m =:)oow U~ O� LA"1 o LA_�N c U L'j I CV MV=) to �W ~�' O U CU l d' U w 4 300 11 1 4 8 2 5 8 1.5 22 1 2 11 2.2 2.0 30 17 2.6 6w 300 11 1 4 11 2.2 5 8 2.0 22 1 2 25 2.9 30 41 3.5 8 300 111 4 16 2.5 58 2.0 22 1 2 47 3.6 30 70 4.1 3/4- 2.5 12 250 11 1/4 32 3.2 5 8 2.0 22 1 2 88 4.5 7 8 3.0 30 132 5.1 16 11 1/4 70 4.1 7 8 3.0 n22 1 2 184 5.7 1 1 8 4.0 30 275 6.5 1 1 4 20 200 11 1 4 91 4.5 7 8 3.0 122 1 2 225 6.1 1 1 4 4.0 30 330 6.9 1 3 8 4.5 24 200 Ill 1/4 1 128 1 5.0 1 3.5 22 1 L2 1 320 6.8 1 3 8 4.5 30 1 4801 7.9 1 1 5 8 5.5 SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 2. ALL WORK MATERIAL THE SHALL BE IN CONFORMANCE WITH THE STANDARDS NSPECIFICATIONS WSDOT/APWA STANDARDS A D SPECIFICATiONS,ASAPPI ROVED AND MODIFIED B YRENTON G THECITY OF REN O RENTONINSTANDARD PLAN UBUC WORKS ENAND &T 96 EDITION OF CITY OF RENTON, KING COUNTY, WASHINGTON SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. TYPE 'B' BLOCKING 2-1/2" FDC 8"x8"x4" TEE 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC TWO-WAY FREE STANDING CHROME- / WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT FOR 45' VERTICAL BENDS __-----� PLATED FIRE DEPARTMENT CONNECTION / OF WAY. PAINT AS FOR 5" STORZ FITTING ATTACHED TO A 30' TURNDOWN SHACKLE RODS 4. ALL LOCATIONS OF EXISTING UTILI11ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS ID PLATECAST BRASS W/1 . HIGH TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. �B CHAT LETTERS AUTO SPRINKLER 4 TURNBUCKLES 48" MAX. 18 X 18 " X 8 PRECAST CONC. VAULT W/ 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. - 0 CONC. BLOCK / LOCKING CAST IRON COVER, NO BASE. THREAD 6" a a CEMENT S CONCRETE CLASS B UNDISTUBED EARTH --- TYPE 'B' BLOCKING FOR 45' VERTICAL BENDS V.B. S d L W CO= w = cmZ Z U' Y ELl LiCnW En QUwJ Z Z ZD V) w N U m C:)= z ~ lA_ CO H �I N U O w o w w U I U o ww ~ LU�J P= Z O QQ� aU Q LLy� ~ w > O U M:(n =-4 w M Z � o 4w 300 45 30 3.1 5 8 2.0 6 68 4.1 8 123 5.0 12 250 232 6.1 3/4 2.5 l6w 225 478 7.8 1 1 8 4.0 20 200 560 8.2 1 1 4 24 1 820 9.4 1 3 8 4.5 TTHRUST BLOCKING J ,S, Et'xx4' PL,Aens vETlNI. tiaexl(: E4vA1 YD rtir-5TAn3 xl.Asnc, W ' W SLOCS dP'fA, CF 1324-16 '0714 1 TN' THICAT FH.ACTFIE rFn P.A.xa IRON DAW)NP 1 AIT COVED EWAL M WO --SAILS F'i;A&T-m -- I1f_': MSCl3r.-1,124-R 4Tt". READER LID AN-0 ' 5/8` DWH,LED H11,r FOR '01004REAC 94T UP (.�U )ETAL A -A) -------)i I Y "M UA L METIER OF I 1►AY *taitALL, METER PDX AT r• PW'JPERTY LNE MHIR 12' `l �t • LOIN; CO=PER TAiECTECF.. � 1. :' MN 31DCWALK Cr{ 12" 4Ati I L I_ _ FNISiI OR..LE j! It TOJiHREAU WkTFR 25C METES to BE y; f t2' SkIfIr LIED BY THE � z xR CITY 9ws' i TYPE 'K.' MITI Ns,� MCA WATT"JUN IF BE IN -LU IO �RF IS 2/i Oci 1' / 10 TA IN Q*W A D N THE F*44 F ✓ GyiL'+.4N'ZED INStAIti IOt41Y CT4-t3 iXR N i�E1F x. COMTRF'4'�il.'.Kt CO.A"I NC L'✓if" D7AFH 70 rrkTERLME f DE WAI_R MAINSIFIR'O rfta.,4m M ACK 'N COPPER [.Y..- _ ,.RS f ORI) 4 1 ICE ONT. O ML. R:T. 'iLiPf?2-5p-1�ci•'NwiA.SS: 2'-YT9IMTX?lDS.1, L't IOLW " 3/4 6 247C-2 WIN '"GLE BALL VALVE ON NIF- 4N7 SPt3LE CI,C X VAL:VS CN 01;11.FT zw"CRAT" STTBs. FCP.O TAPERED BHIMLAU .',`,1)�FW4FT'FR fEli_ t' YF J& FORD VDf72-SW-44-44r, OR R _4i - 4 - rx). ,tltc( JCENT InOCN,ALO Li Av'G; 44 iI1X'VJ44, Oit VEIELLA7R' 1-B 2 ?O 2 �3/4" 1`1000-3o-C). M Ar WC"ALD 4700 10-,-R NF, AFC CUn!t WIF4 -AM JONT WTTII GPIFf`=R. h'F 0.C:F3;11AI1 47010 ?4VXC4 WNG5 OM "a -ANGLE BA+.,L VM.VF AND9*YTE CHECKVAIW CN 0-71 FT. At, PAC<-JC'IN4 -IVNGS -4IAU BE WEN DAC4 ION'. -E' ALL METER WWI INSIFAELED WHITEN COMCRLM CA PAVED rPfv PRAM SHALE, RIIF CAST-IROM EOLAL '0 OLYMP'C FTkhnXVy FkPAN'6trw 4ON'$ MJSH 9E 143TALtED ON I0101 NCCS: OF NE'FR BOX. A- A DRILL i -.NYV 'MA. HOE FOR ^WR AUTTAMAM MF7FR WAD)-OUCHPEAD DEVICE [pp^2-1 i VRVaI NEA T ArrfJ F TTiONN" TD[F CF MT LID t--TY�'4CAl i NQ IE: RM J THE ERN TDT (IF T44E HOLE MST PE AT L F4:CT FROM ONOtR4EXTH R1,9S ONURS r F FIR SPACIFFD ALLOWS "14E I N:6T TO'IG-'TEN AOA;HST ME. CE'EH VLLW. OF 40RE nIAN OaE RIB. 3/4" k 1' WATT.R SIF)WICE ADOPTED Cr" vF RMRTIIN IdT DArc x/04 JRSIQN i�C ❑%YG. NAM_. B106 SP PACE! 9106 WATER METER &SERVICE NOT TO SCALE Civil Engineers Structural Engineers x .T Landscape Architects Community Planners . - Land Surveyors Neighbors T A C O M A SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 18" MIN THRUST BLOCK NOT TO SCALE GRADE FITTING, EPDXY -COATED TiE-ROD & CLAMPS WRAPPED IN POLY- ETHYLENE SHEATH, REGARDLESS IF PIPE IS P.V.C. OR D.I. PIPE MATERIAL, SIZING, & FITTINGS AS PER PLANS 3�4" STRAIGHT BALL DRIP VALVE N T-TAPPED INTO INVERT OF PIPE H2O LOADING WHEN IN PAVING D. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND Ci11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL SWING -TYPE DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. GRAVITY OPERATED 7, CHECK VALVE CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FiTT1NG WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION CONC. VALVE 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 4 SUPPORT, 12" 8, HIGH (MIN) GATE VALES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY 1-1/2" DRAIN ROCK, NO. A2380 OR M & H. 12" MIN. DEPTH 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 (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH 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). .DCI 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE 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 STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO 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 WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. AND MAIN P"VATELY 00" AND MAWANO "AANY: PIPE LENON FROM PROPOTY AWE BUIlOx10 w/AL TO DDCVA uUST NOT $%GEED 50 FEET PERIMETERS OF MINIMUM CLEARANCES � : • �:s TO BE PAINTED ON FLOM IN WHITE rt. _ O ENAMEL PAINT STRIPE, NTH 2 INCH STENCILED BLACK LETTERS TO SAY: ' q 'DO NOT BLOCK ACCESS" B i y b el O O I 3 K�K O 4., 44 MICA @@ 11 DDCVA MUST BE INSTALLED IMMEDIATELY AFTER .. PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. � IN DDCVA IS LOCATED THE - A HA A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. FLMICHOOR O B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE I I" C. NOT BE USED FOR STORAGE. AROUND THE ODCVA Q D. HAVE CLEARLY DELINEATED ACCESS WAYS: TO DDCVA AND PIVx. I yl Rr`. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF BENTON FOR -INSPECTION OF THE. DDCVA. o AND METER. SEPARATE FIRE SPRINKLER PLANS INCLUDING. INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION. DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REOLARED. 1- MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE. MORE THAN 50 FEET TO BUILDING) 2- BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER 3- CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) - ALL PIPE AND FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS FINISH FLOOR LEVEL AND: CONCRETE THRUST BLOCKS PER NF'PA AND AWWA STANDARDS. 4- POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH ELEVATION NEW OF DDCVA 5- 2-90- BENDS (FL x FL) LATH FLANGED DUCTILE IRON PIPE SPOOL 8- 16' TONG SPOOL (FL x PE) 7- FLANGE CbUPLING ADAPTOR B- APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. ADJUSTABLE STEEL PIPE SUPPORT, (PER LATEST DEPT. OF HEALTH APPROVED. UST OF BAOKFLOW.,1PREVENI710N DEVICES) STANCHIONS BOLTED TO FLOOR. BOTTOM OF DDCVA SHALL BE A MINIMUM.OF 24 INCH ABOVE FLOOR LEVEL AND. .NOT HIGHER THAN.3 FEET MAXIMUM. INSTALL CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLLHMNS UNDER DDCVA 9- O.S & Y-VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES, ''ADO. WIRING IN ACCORDANCE WITH L & I TO- METERED 3/4 INCH BY-PASS DCVA -BY-PASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED VATH.. A, REMOTE READ SEHsoR PLATE MOUNTED ON THE OUTSIDE �OF THE BUILb1NO. WARJ..-- it- SWING TYPE ORAMTY CHECK: VALVE. FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12- 4'x 4". x 6' BULL, ELBOW. THREADED 13- UL LISTED FIRE DEPT. CONNECTION,. UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. INSIDE BUILDING INSTALLATION FOR AFTER FIELD INSTALLATION, MART DDCVA AND BY-PASS DCVA MUST HE TESTED 3 INCH AND LARGER SATISFACTORILY BY A DEPARTMENT OF. HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER TEST REPORT MUST BE SUBMITTED 7D CITY OF RENTON WATER UTILITY DETECTOR DOUBLE CHECX VALVE ASSEMBLY ENdNEtLRING DEPARTMENT PRIOR TO ACTIVATION OF NEW UNE. INSTALL BRASS PLUGS AT ALL TEST COCKS, - CITY OF RENTON - �■` STANDARD PIAlIf! IST DATE: 04/04 DAT R SIDNUY PR DWG. NAME: B117 SP PAGE: B117 TYPICAL INTERIOR DDCVA INSTALLATION NOT TO SCALE RECOMMENDED FOR APPROVAL THESE DRAWINGS ARE NOT TO BE BY USED FOR CONSTRUCTION UNLESS BY SIGNED BY THE REVIEWING AGENCY BY SURVEYm: SCALE: 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON 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 OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11,3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WA TERMAINS AN D SERVICES SHAL L BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION 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 STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTiL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECT ION 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 BACKFlWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CON - TRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT, ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO 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 INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE, SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. RECORD NOTE 01/23/08 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. I CALL TWO BUSINESS DAYS BEFORE YOU DII 1-800-424-5555 BRH VExiirA. IWAVO i . DESKW AS SHOWN THOftOWM-• NAD iM37ILN 1 *"A CITY OF CTH RECORD DRAWING CTH 1 23 08 DRAW 9Q�" e RENTON ONE '"DAT U M WATER METER LOCATIONS & SERVICE ENTRIES CTH 6 26 07 CE>� AT FULL SCALE Planning/Building/Public Works Dept. F NOT ONE INCH REVISION BY DATE AP PR mPRmm. SCALE "CCORDWMY i ©©' M CHECKED FOR COMPLIANCE TO CITY STANDARDS neTl DATE - i)ATC" CEDAR RIVER CORPORATE PARK WATER & SEWER NOTES & DETAILS RECORD -DRAWING REUSE OF DOCUMENTS THIS DOCIAiNT HAS BEDI SIGHED ELECiROWCALLY N ACOORDANCf NTH WAC 196-23--070 MO CHAPTER 1931 RCM. UMITHORIIfD ALTERATION OF ANY OF THE WDRRATION ON THIS DOCIMNT WILL NVADDATE THE DODAUHT, MY CETRTFICATION AND %MTUIE. TEE IDEAS AND DESIGNS NCORPORATED H ROK AS M NSTKW MT OF PROFTS90NAL SERVKF, IS THE PROPERTY OF AIR AND IS NOT TO BE USED, N AHOIE OR N PIT, FOR ANY OTTER PROJECT WT14WT NBTIFIN AUTHORIZATION OF ARBL DATE 06/05/07 nRD80M- PAGE ORIa HO W. C6.2 SHUT. OF: 21 24