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HomeMy WebLinkAboutW-391005EXISTING WATER LINE TESTING DETAIL ±8 FT c PLAN VIEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIN➢ FLANGE ON TDP WITH 27AP & 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/ CONC. BLOCK 3- GATE VALVES (FLxM_D 2- SOLID SLEEVES (MJ) OR RD-MAC CDUPLINGS 1- PLUG (MJ) W/2'TAP & TEMP. BLDW-OFF TEMP. BLOCK TER 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 am Soo + + PUBLIC WORKS CONNECTION TO WATER MAINPLAN -'4 DEPARTMENT CUT IN -LINE TEE & THREE VALVES MARCH 2O10 A A PLAN VIEW f{♦1 WATER J VALVE BOX LID WITH EARS IN DIRECTION OF '' SQUARE L WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 112' MIN, - 18" MAX, 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" DIA. 12, 1/8" MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED �+J 1 /8" MIN. THICKNESS // 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION . VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 38" 62" - 24„ VALVE MARKER POST WHITE POSTI PUBLIC WORKS VALVE BOX, MARKER &OPERATING SM. PLAN - 330.1 + + DEPARTMENT NUT EXTENSION MARCH 2O10 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' 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. 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. en EXPANSION JOINT AT BACK OF SIDEWALK 2 �CONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVER 13'x24' PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. NSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9' MIN 12" MAX FINISH GRADE Z¢O <uj • - o 35" MIN COVER w n U CITY PRIVATE PIPING PIPING J I IN UNIMPROVED RIGHT OF J ✓_ WAY INSTALL METER BOX AT � - PROPERTY LINE NTH 12' w• LONG COPPER TAILPIECE. w, a( SIDEWALK a I TOUCHREAD WATER METER TO BE 12" SUPPLIED BY THE a CITY TYPE *KSOFT "TUBI �> COPPER G 1, F30 22-1/2' TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. NEW DUCTILE STANDARD 8" TOP SECTION WITH REGULAR BASE IRON SECTION LENGTH TO FIT. VALVE NUT EXTENSION ZI WATERMAIN AS REQUIRED. IF SERVICE LINE TO HOUSE IS 3/4- OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED RAISED PAVEMENT MARKER TYPE 88-A INSTALL FORD C14-33 OR 44 FIPT PLUG STIMSONITE TWO-WAY BLUE REFLECTIVE x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8%3/4" METER: FORD CONCRETE BLOCKING SERVICE LINE TO METER. VBH72-15W-44-33G OR McDONALD BRASS' 21-215WC0033 OR CONCRETE is `. ".'• `,.'y, THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 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" MINIMUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY I LEVEL ALL GROUND LEVEL ALL GROUND MMIN 3' RADIUS IN 3' RADIUS 1 06 6" CONCRETE PAD im ONE MAN ROCK 1 6 CONCRETE PAD CUT FI LL HYDRANT LOCATION IN CUT OR FILL SM + + PUBLIC WORKS FIRE HYDRANT ASSEMBLY• PLAN - 910.1 DEPARTMENT MARCH 2O10 11-1/4• BEND CAP Y 22-1/2' BEND 45• BEND 90' BEND THRUST BLOCK BEARINC AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 9D' 45-BEND 11 1/4' 90' 45- BEND 11 1/V FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4' 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1. 1) 22 1.6 1.6 1.0 6 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8' 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12' 53.0 37.51 37.5 15.0 26.5 10.0 18.8 7.5 211 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) a 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = 0.0. PIPE + 1.0' REA BLOCK BEARING REFERS TO THE Ila ICE OF BLOCK MEASURED IN SgUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENCINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE 13ACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SMALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 S. BLOCKINC AGAINST FITTINCS SHALL BEAR ACAINST THE GREATEST FITTINC SURFACE AREA POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS. JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 380.2 + + PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2O10 QN M . HC 13 ASy� ,p 41823 0 I;0F LTE 10 "7 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" FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-Q) OR AY MCDONAL❑ 47018 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 L _ 2-1/2" MIN. FROM NEAREST r AND FRONT EDGE OF PIT LID I TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TICHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. + + PUBLIC WORKS %" AND 1" WATER SERVICE SM. PLAN - 9E0.1 DEPARTMENT NOVEMBER 2009 WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW - CONCRETE BLOCKING CITY REVIEW COMMENTS CITY REVIEW COMMENTS REVISION IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90- BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE �_4_�2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, -+-� 6" MAX.�-- WITH REGULAR BASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90' ELBOW d 0 " b ��.0p o, O' _600. INSTAL 4 MIL POLYETHYLENE MAX. aon°o,dao° ooQo O G' o PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE O o�boti139 Go$OD.q-oo 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION + + PUBLIC WORKS DEPARTMENT 2" BLOW -OFF PERMANENT ASSEMBLY ® © A 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2%2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. 2" 90' ELBOW 1 0=200 ONE Pm R FULL 90M,E IF NOT ONE R M SCALE ACCORDIMMY STD. PLAN - 340.1 MARCH 2O10 NORMONGILL WO 111Y13�%1901 DATUM j2" OPEN PATTERN, RETURN BEND - 180' 2" BEEHIVE STRAINER J 2" GALVANIZED IRON PIPE FIELD / LOCATE GUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT 17"x30" PLASTIC METER BOX EQUAL TO MID STATES AROUND PIPE. 6" MAX. PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE IRON DIAMOND PLATE. 18'X31" MSCBC 173OR 1" CLOSE NIPPLE 1 1" UNION 1" BRONZE GATE VALVE, SCREW EQUAL 1" NIPPLE TO RED -WHITE VALVE CORP. FIG NO.280 1" UNION INSTALLrs. COUPLING COPPER TO MALE IRON 1" REDUCER PIPE -FORD C28-44 OR EQUAL. 2 - 2" 90' BENDS AS 2' RESILIENT SEAT GATE VALVE SWING JOINT WITH THREADED ENDS I. 2" BRASS NIPPLE - 6" LONG ° (MIPT X MIPT) 12" MIN. e o o° v o00paa ° �i- 2" IRON PIPE THREAD CORPORATION STOP WITH I go o Oo c.va 90' BEND FOR COPPER. FORD TYPE F1000 PACK JOINT CTS. 1" GALVANIZED IRON PIPE TO FIT 1" 90' ELBOW OOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MEULLER CO. 1" TYPE "K' SOFT COPPER TUBING 2'.1' BRASS BUSHING 1" COMBINATION AIR RELEASE & VACUUM VALVE, SCREWED, APCC INC, 143C OR EQUAL. WASHED GRAVEL, PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR BRAIN NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE ARE -VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. + ` + PUBLIC WORKS 1" AIR & VACUUM RELEASE PLAN - � DEPARTMENT ASSEMBLY � MARCH 2O10 Uj � J Q } I � t� LRJ I x DIRECTION OF FLOW CL cD Of 3" 10� O 1 6" MIN. �6"MIN.(TYP.) (I -UNION (TYP.) ,,,\ Zu "^ ru TO CITY METER STACKED METER SECTION\-6" 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 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 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 METER,BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS �/4" TO 2" DOUBLE CHECK VALVE M. PLAN - 340.8 + + ASSEMBLY FOR IRRIGATION OR DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 LO 00 00 0 LO Q J S-391005/W-391005 I w IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 O WATER UTILITY DEVELOPMENT ENGINEERING Z _ Abdoul Gafour 10/16/2017 malt 10/17/2017 O w U Q DIM- CITY OF GRANT PLACE TOWNHOMES 2o1s-12-2 CL RENTON NIN z Planning/Building/Public Works Dept. DETAILS Q C21 '22 (�