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Home My WebLink AboutWTR2703471.3CD LO GeV I ` 0 F_ V ) LW/ W X W � J z U n LLI Q LL z 0 t iiii- W in w n. 0 z W 0 / to m m 0 r` 8 / o am, v E 0 w Z 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLAS1'C, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE Cl Tr PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 1-5/8" DRILLED PIPING PPING HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) IN UNIMPROVED RIGHT OF z I WAY INSTALL METER BOX AT J PROPERTY LINE 'NTH 12" }' w' LONG COPPER TAILPIECE. Of w a 9" MIN _ Q. SIDEWALK o of12" MAX FINISH GRADE ? a w !- TOUCHREAD WATER :2I o METER TO BE 12" z x _ - o v SUPPLIED BY THE a 36" MIN COVER o _ CITY TYPE "K" SOFT N o 00 COPPER TUBING NEW DUCTILE / I IRON I L/ WATERMAIN IF SERVICE LINE 70 HOUSE IS 3/4" OR I. TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIDT PLUG y x COMPRESSION COUPLING / L-LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE COPPERSETTER FOR 5%8"x3/4" METER: FORD LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP, FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" F1000-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. (1" F1000-4-G) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON CUTLET. ALL PACK -JOINT 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 1-5/8" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE I - 2-1/2" MIN. FROM NEAREST -- - AND FRONT EDGE OF PIT LID 1 I TYPICAL RIB =i i! NOTE 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/PRESERVATI VE 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. / 1 -18" TO 20" BEHIND BACK OF I 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" TOP SECTION 4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). MAX 4° RAISED PAVEMENT MARKER TYPE 88 MIN 2"� AB STIMSONITE TWO-WAY BLUE. - 42" MIN kk' /� CONCRETE BLOCKING i BURY �1 / 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 16" x 8" x 4" INUM 2-3/4" COR-TENSTEEL TIE RODS, SEE STD DETAIL FOR TIE RODS. CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (3"TO 3/8") MIN. 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE T1-AN 4.875" x 5" ONE RIB. 3/4" & 1" WATER SERVICE �11 �� STORZ l Y p ADOPTED I t(6 1 1 U� �1 CITY OF RENTON j YYY STANDARD PLANS F�rrO LST DATE:04/04 :l - , DWG. NAME. 8106 SP PAGE: B106 I DATE I REVIS'ON BY APPR' Ld Z J Of Q 3 i a i cJ z I- In X UJ �1 TAPPING TEE (MJxFL) 66' & \e "'w ) TAPPING GATE VALVE (FL XMJ)(S�l TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING TESTING DETAIL w Z J W F- a 3 0 .L9 0 Z X W JEweD.I. WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BLIND FLANGE ON BOTTOM i-PLUG(MJ) WITH 2"7AP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL 6` K 1G'; tt WET 7P,PPi1 & TES (tA-Z xFLi `FLY. Mf) G-oNOR.E�E. �t..c�Gki.Nfr ' f h NEWS D.I. WATER LINE \ 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 ',RON, DUCTILE IRON OR EPDXY- OATED 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 LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAPS, INC., U.S. FILTER, SUPERIOR TAPPING INC, OR WESTERN UTILITIES SUPPLY CO., INC. 5. CONTRACTOR SHALL POTHOLE AND EVRIFY 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. 5. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE NTH D.I. SLEEVE AND D.I. SPOOL. WATER CONNECTION DETAIL (KIs) WET -TAP EXISTING WATER MAIN CUT HYDRANT LOCATION IN CUT OR FILL ONE MAN ROCK- 1 6 LEVEL ALL GROUND MIN 3' RADIUS F! LL FIRE HYDRANT ASSEMBLY DETAIL (N-rS) �Y p ADOPTED CY!'Y OF RENTON ♦ I♦ STANDARD PLANS O� EST DATE: 04/04 DWG. NAME: B102 SP PAGE:8102 &)0934 7) 03 No, Date Revision CONCRETE BLOCKING SIZING PROCEDURE A. GLNEaeL The amwnt of concrete requ,red to anchor horizontal bends, fees and dead ends depends an the strength of the sal The methods of alacing concrete to keep the joint aceaesble is shown in Figure ; The area in swore feet of concrete which must bear against the side of the trench is found by dMding the thrust in pounds shown In Table 1 by the safe bearing food of the If as shown in Table 2, B. CRITERIA 1. The sizing procedure is for horzontal or do_d thrust only. 2. Height of the thrust block must be equei to or less than 1/2 the depth from the ground surface to the blows base. 3. The thrust block bearing face is approximately rectangular. 4. The canasta blocking shot[ be as per APWA Specification 74-2.14. C. SYMBOLS 11 = Outside Diameter of Pipe in Feet T Thrust In Pounds at the tilting (Table 1) SBL Safe Bearing Load n PWAds/Sq. Ft. (Table 2) h Depth of Trench in Feet W = Width of Trench in Feet A = Am* of Concrete which must near against the Side of the Trench In Sq. Ft. Do = Moxlmum Height of the Thrust Block in feet Do Depth of the Concrete Thrust Block to Bearing Surface in Feet Lm Maximum Length Of the Thrust Black In Feet GROUND SUFACE .n �F d i Hm= 2 BLOCK BASE -, r`Da w C. ^AI I ATIQN n A^ONS :. Arco of Concrete W _ 'Arent ii, Pounds T Safe 8eain 1 Load in Poundsf5q. Ft = - 2. Maximum Height of Thrust Block (rim) - Depth of Trench in Feet h 2 2 Wxlth of Trench in 3. Depth of Concrete Thrust Block = Outside Diameter cf Pipe n Fcet) _ W-d 2 2 4. Maximum Length of Thrust Blook (Lm) = Area of Concrete = q Maximum Height Hn 5, Required Amount of Concrete (Cu. Yd.) _ (Height x Depth x length) x 0-03704 _ (Non r Lm x Do) x 0.03704 -. c7SAF1eLE. 1. amw= Celculation of the amount of concrete required to black a 90" bend In an 8' C.I. water main; the normal operating pressure n the pipe will be 85 psi and the soil Pondltian in the aren indl ote, sand and gravel. 2. Solution: Maximum testing pressure (Sin Table 1) = 300 DDs1. = 0.75 it - Outside diameter of 8 pipe = 9.05 in. = 9,05/12 Go to Tabis 1: The testing pressure of e 300 psi, w see that the thrust on a 90' Pend is 21,3bU pounds. CAP 22-1/2a 45'BEND TEE CORRECTED Go to Table 2: Table 2 gives the safe Dearing load for sand and gavel. 3.000 ibs./sq ft ofthe ch Figure 1. figure 1 indicates the position of oncrete for blocking the 90' bend. Go to the specifications of the project and find Zdepth f trench (hj = 4 feet NSdth of trench (yin = 3 feet With the above assembled ' formation, we proceed to the find aaoulotions: - Area of Concrete (A) = Thrust _ 2iG = 7.12 $ofe Bearing Load 3.000 ft. - UP'* T. Height of Thrust Block (Hen) = Depth of Trench in Feet 2 h 4 2 = 2 =2.0 ft. - Depth of C crcte Thrust Block (Do) = Width of Trcri -.at (W) - Outside Diameter of Pipe 'd) 2 3-0.75 = 1.13 ft. 2 - teaximum Length of Thrust Block (Lm) Area of Concrete Height of Concrete A 7.72 - 3,56 f< non 20 - Required Amount of Concrete (Height x Depth x Length) x 0.03704 _ (Hm x Lm x De) x 0.03704 =(2.0 x 3.56 x 1,13) x0.03704 = 0.30 cu. yd. TABLE 1 TABLE 2 fe "20mgLQg4s n Lb / - Ft The safe bearing bads given in the fdfowing table are for horizontal thrusts when the depth of Cover aver the pipe exceeds 2 feet. Safe Bearing Load SQL I b Per So. Ft Muakppat. o. D sort y 1,100 Sand Sand and Gravel 2.000 Sand and Gravel Cemented with Clay 40000 Hard Shale 10.000 'in muck pent, all thrusts shad be restrained by DR- or tiro rods to solid foundations or by rernovnl of muck X Deat and replacement with Pali of sufficient stability to reelet theists. 11-1/4 k9eBEND FIGURE 1 NOTE; FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN NO. 73. CONCRETE BLOCKING SIZING PROCEDURE GtiT Y p� ADOPTED CITY OF RENTON ,.��. L'tv T O STANDARD PLANS LST DATE: 04/04 DWG. NAME: B085 SP PAGE: B085 Call 2 Working Days Before You Dig 1- 800- 424- 5555 Utilities Underground Location Center LEGAL: SMVTHERS 5TH ADD TO RENTON CHECKED FOR COMPLIANCE TO CITY STANDARDS SW 1/4, SE 1/4, SEC 18, TWN 23N, RGE 5E, WX PROJECT: Renton Triplexes By I E 3 RA Inc. 9802 29th Ave. W. Suite B102 Everett, WA 98204 425-356-3372 425-356-3374 fax www.e3ra.com Ap Renton, WA : n Y>: SHEET TITLE: Water Main Details 1 �1 r i DESIGNER: CRL DRAWN BY: CRL CHECKED BY: RCE - DATE: 5/19/08 Date Date Date JOB NO: T07250 SCALE: NTS SHEET: 9 FILE: phrent.dwg 11t 0-3L+?163