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Home My WebLink AboutW-406303M C0 0 N I J J W m Q 7E Q L0 L(7 (V CD C14 C 3 N O O CC w Q I rn DO In O / Q0 rn 00 / rn CD O CD 00 z 4 I> k � z s o ' z a 41 n w n' DDCVA MUST BE INSTALLED IMMEDIATELY AFTER . PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM IN WHICH DDCVA IS LOCATED SHALL: Y A HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM R HAVE A HEATING SYSTEM (40- F MIN, TEMP,) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA E HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs- A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE 71 TY OF RENTON FOR INSPECTION OF THE DDCVA AND METER ''.EPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA IAUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 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 MATH 6" 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 WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No 5780-563 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. N. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" A 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT, FINISH TO MATCH SIDEWALK. V IF fc EXPANSION JOINT AT 2.� "� BACK OF SIDEWALK CONCRETE SIDEWALK /--OR PLANTING STRIP .1 36" MIN COVER Vic; TWO-PIECE 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 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE ONCRETE BLOCKING , ONCRETIE ` T �4MAIN "HRUST BLOC. 4 I LINE TEE. WITH 6" FLANGE SIDE OUTLET. \ - 6" CATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CDR -TEN STEEL TIE RODS. 16" z 8" x 4' MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING BLOCK UNDER HYDRANT 1' ABOVE BOOT FLANGE PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3' RADIUS All t t ONE MAN ROCK 1 �o 6� 1. CO 6" CONCRETE PAD 6" CONCRETE PAC' CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 t). DEPARTMENT MARCH 2010 RE HYDRANT NOT TO SCALE ANO MA'NTAINFP PRIVATELY OWNED AND MAINTAINED -1 MAXIMUM D FEET PIPE LENGTH FROM PROPERTY LINE 10 DDCVA Y45T NOT EXCEED 90 TEEi CONCRETE 90I1ARD9 i3J ',10'. -ie• • 5 FT MAX. 7 91 • 110) 81 I 9"I (71 3 � H z 4 INCH N /A WCH 0 � 7 m x BUILDING WALL PERIMETERS OF MINIMUM CLEARANCi TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY "DO NOT BLOCK ACCESS" t. MAIN LINE TEE(MJ EM O z WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE o THAN 50 FEET TO BUILDING) �R' 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER �4-1;�-=-� CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND Z FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE - THRUST BLOCKS PER NFPA AND AWWA STANDARDS. ,I POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 18" LONG SPOOL (FL x PE) FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL 4 APPROVED DDCVA ON MAW LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION VIEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 3 O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCOROAN[E WITH L & I !0. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE) iI. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 4"x 4" x 6' BULL ELBOW, THREADED '3. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS. LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER, TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW UNE IN57ALL BRASS A FLARE TEST COCKS WITH Y." FLARE CAPS. PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY MARCH 2O10 6" DCDA IN BUILDING 1 NOT TO SCALE RECORD WATER UTILITY DETAILS FOR CHICK=FIL=A RENTON SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON LLI 120 VOLT ELECTRICAL OUTLET FOR Z HEAT TAPE. INSTALL HEAT TAPE } J > FOR FREEZE PROTECTION CENTER BACKFLOW 3 PREVENTER IN O REDUCED PRESSURE ENCLOSURE 0, BACKFLOW ASSEMBLY (RPBA) 3" MIN. o I I 3" MIN. 3" MIN. INSULATED ENCLOSUR "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER — 3" MIN. CONCRETE SLAB z UNION z FINISHED N GRADE FINISHED GRADE 1 - f, 21 DRAIN "a ? SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING > (TYR) GRAVEL Z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA'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 F THE INSTALLATION F TH P A A PIPING, THE OWNER HA FURNISH, IN TA AN MAINTAIN TH 0 E0 E RPBA AND G. E O E SHALLINSTALL D E RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA'S. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. STD. PLAN - 350.2 PUBLIC WORKS REDUCED PRESSURE BACKFLOW Qt) DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 NOT TO SCALE Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com AS -BUILT PLANS REVISION �MARKEF MARKER I /' • • I LANL MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER I I T JJR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS 7• �� +- 4' RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER r__ ON SIDE STRL:_ -:Jr-ERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET IMARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) STD. PLAN - 310.3 PUBLIC WORKS HYDRANT MARKER LAYOUT DEPARTMENT U.OK STARCH 2010 RANT MARKER NOT TO SCALE SURVEYED: RLH DESIGNED JC DRAWN: CMS MM 3/15/21 CRJ CHECKED: AEM ,A I t Hrr'R APPROVeU: CRJ W Z_ J I— I � �w Flo a DIRECTION OF FLOW 2 IY 0 I (MIN.) 6" MIN. 6"MIN.(TYP.) UNION (TYP.) PLAN 3"MAX. Z CO Z M O 6"MIN. TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAvL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENIII_ 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 DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN, 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TES1 REPORT SHALL BE SENT OR FAKED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241, 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER, 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 * PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2010 1" DCVA FOR IRRIGATION NOT TO SCALE RF5 JEA1 G pF W y� ti z ,p 47671 �c�s F01 S T sIONA L FN-5I��Iti SCALE N/A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 83/1 CITY 0 F - RENTON •...,. ONE INCH -- - •- Planning/Building/ I uIJIIc Works Dept. AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0® Know what's below. p Call before you dig. 1 Dial 811 W- 406 303 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U 12/19/2019 RECORD WATER UTILITY DETAILS FIELDBOOK: 0 FOR PAGE: CHICK-FIL-A RENTON DRAWING NO: ® 375 RAINIER AVE S RENTON, WA 98055 C9.2 STORE NO.:04249 SHEET:17 OF:24