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HomeMy WebLinkAboutS-393408TBLOCK LLJ \LIJ i a J Q N Z rLLJ V ) d / a, a, sz �J �W oW 00 J / Q J CD Q oY / U U 7- 7- �:7 O0 L am / M U 4c-1 CD w cu a Q ", U w Cu w / TES'T113,G DEIAIL v NEW D.I. WATER LINE TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK J of 3 6 0 FINAL CONNECTION DETAIL z x w — — NEW D-L VATM LANE r� AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. 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-TEN. 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 LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND 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. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. ti Y Gn PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1 ,PFiVC DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT LID (SEE DETAIL A -A) wl z I IN UNIMPROVED RIGHT OF z WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. 9" MIN SIDEWALK 12" MAX a I a FINISH GRADE z ¢ oe TOUCHREAD WATER ' > METER TO BE 0 36" MIN COVER N 00 SUPPLIED BY THE 12 z_ x CITY TYPE "K" SOFT :2> °a O 4 COPPER TUBING NEW DUCTILE - IRON WATERMAIN, ; _ IF S VI- - Lfle-_ i0 HOUSE= /g, 4R - TO BE INSTALLED IN THE FU131a GAL6ANqt _ INSTALL FORD C14-33 OR 44 X COMPRESSION COOWN-G - LZJOF O� TO CENTERLINI� OF WATER MAIN TO PROVIDE SLACK IN COPPER -/ -COPPERSETTER FOR . 5' 4" METER: FORD' SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A— A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 1 TYPICAL RIB I NOTE THE CENTER Car THE HOLE MAST BE *T LEAST' 1°'FRdM UNDERNEATB RIBS UNLESS TEIERTB SPACING ALLOWS THE NUT TO TIGHYEN AGAINST TH_E OPEN SIDE OF MORE THAN ONE RIB, t� o %e AND 3" —fiER SERV- CFE STD. PLAN - 9Z0�4 � n � PUBLIC WORKS �N Cps DEPARTMENT NOVEMBER 2009 CP TJ CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com sht © 2019 CPH Consultants, LLC. All Rights Reserved. EXISTING WATER LINE TESTING DETAIL f8 FT PLAN VIEW NEW WATER LINE PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. `N VERTICAL CROSS(MJx FL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ GONG. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLWS 1- PLUG (MJ) W/2"TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER' LINE:; FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING- WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT DEPARTMENT IN -LINE TEE & ONE VALVE INSIDE HOUSE PREFERRED CONFIGURATION ��3�O8 3 10 8 10� 4 2 FLOW STD. PLAN - 300.2 MARCH 2O10 ADJACENT TO WATER METER (PROPERTY LINE SAWDUST $ 6 9 5 FILL 7 24" MIN 7 FROM 6.• PEA GRAV L WATER METE, i 10)�110 8 10 �4 O2 FLOW 2 FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM t±�hlf1 1 90' GALVANIZED STEEL ELBOW 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 1 THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85- 31 OR EQUIVALENT ,. PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 44 J4" CLOSE UNION - BRASS (M X F) 1 EA; 8 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA., CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 J INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS) VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE ,1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. 'TINSTALLATION HE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE ,SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING (I;ERM1T IS REQUIRED PRIOR TO INSTALLATION ANY o - { I► PUBLIC WORKS 34" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN 340.5 �i DEPARTMENT VALVE ASSEMBLY �NTp MARCH 2O10 I174NISHED sG#RADEI ELEVATION 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)I 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) N'EW WATER MA[ I VERTICAL CROSS FOR POLYPIGGING STATION TEMPORARY 2" GALVANIZED PIPE AMR 2'' GAITE,'VALVE INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG SIZE OF VERTICAL CROSS SHALL BE. THE SAME AS''.. SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN � Y �► �� PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.8 �i DEPARTMENT WATER MAINS MARCH 2O10 B, NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A> 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 1 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS STD. PLAN - 400.1 `t STANDARD SANITARY MANHOLE DEPARTMENT �N�p$ SEPTEMBER 2011 Q CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: SPHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNEDGNED: : BRYCE BESSETTE DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION L 1 DATE AP P R APPROVED: VERTICAL: NAVE)1988 HORIZONTAL: NAD 1983/1991 DATU M 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 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" ROSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS -$F:E1 CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MD.ORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO F ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT ARE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. �� EXPANSION JOINT AT 2„� FT/BACK OF SIDEWALK j CONCRETE SIDEWALK / OR PLANTING STRIP i /0 36" MIN COVERe 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 CONCRETE BLOCKING CONCRETE J ' <' THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. iA 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT \_ 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOE ANa. S E-a. _F GRAVEL. HYDRANT AS M BL LEVEL ALL GROUND LEVE4 AIL GRQ MIN 3' RADIUS I�lS ONE MAN ROCK 6' 1 1 1 6� 6" CONCRETE PAD 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL RY +i► o� PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 �NTp� DEPARTMENT MARCH 2O10 SLEEVE DETAIL �,vzv- THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A 'OUT S-393408 W-393408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. ' C SENZA LAKEVIEW C T Y O ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RENTON WATER AND SANITARY SEWER DETAILS Planning/Building/Public Works Dept. I LLJ DATE: 5/1/18 Q FIELDBOOK: PAGE: N DRAWING NO: C4.101 Z I s F- OF 36 48 (n