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Home My WebLink AboutWTR2703226.44" POST INDICATOR VALVE (MJxMJ) PAINTED BLUE 2-3/4" SHACKLE RODS PER CITY OF RENTON SPECIFICATIONS 4- 90- BEND (MJ) TEE (MJ FL) 12" 13 LF 4" D.I. 4" 90- BEND (MJ) 1xr GATE VALVE (FLxMJ) 7'-0" V 4" FLxMJ ADAPTOR 4" FLxMJ ADAPTOR LADDER WITH SUPPORT BAR2'-4" :.;Xi* PER OSHA 4" or 6" D.I. FLOW • - IN TO BUILDING 151L�, ! . �� M EPDXY NON - SHRINK GROUT 2' -4" U 4* TEE (MJxFL) WELDED STEEL COLLAR TOUCH READ PIT LID SENSOR MOUNTED ON---/ STEEL PLATE COVER THROUGH 1-5/8" DIA. DRILLED HOLE IN COVER. PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED STEEL PLATE COVER. OUTSIDE DIMENSIONS 4'-8".7'-0". (EQUAL TO PIPE INC., OR UTILITY VAULT WITH 57-7L-B, 2 3'.3' DIAMOND PLATE DOORS) 6",4" OR 3" GATE VALVE (FLxFL) NON -RISING STEM WITH HAND WHEEL EQUAL TO MUELLER CO. A-2380-6. 6" OR 4" (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 3'-6" LONG WITH COLLAR 20" FROM P.E. EQUAL TO THOSE SUPPLIED BY PACIFIC WATER WORKS CO. INC. 1- 3" F 4" 12" AROUND- I PRIVATE JCITY PIPING PIPING DEADMAN BLOCK TEE RTEYQUIRED WITH _J(FL) SHACKLING TO TEE TOUCHREAD PITUD SENSOR MOUNTED ON STEEL PLATE COVER • TWO PIECE CAST IRON VALVE BOX, EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION IF REQUIRED (DWG BR46/PAGE B090) 6", 4" OR 3" GATE VALVE (FLxMJ) EQUAL TO MUELLER CO. A-2380-20. TC BUILDING -- 4" Ill CITY PRIVATE PIPING I PIPING 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. 6",4' OR 3" COMPOUND WATER METER (FL) EQUAL TO SENSUS SRH COMPOUND METER WITH TOUCHREAD PITUD REGISTER & SENSOR WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC FEET) /ADJUSTABLE STEEL \-6" OR 4" FLEXIBLE FLANGED REGISTER. FOR 3" METER, REDUCE AT METER PIPE SUPPORT COUPLING ADAPTOR, ROMAC WITH 4"X3" FI CONCENTRIC REDUCER. STANCHION BOLTED OR APPROVED EQUAL. TO FLOOR GENERAL NOTES ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12- FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS). NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT THE DESIGNED THRUST. 3 4" & 6" COMPOUND METER SERVICE - T7- ADOPTED CITY OF RENTON STANDARD PLANS LST DATE:04/04 DWG. NAME: BR44 1-1 /2" AND 2" WATER SERVICE DETAIL a I a Z Z _J IN UNIMPROVED RIGHT-OF-WAY CAUTION; VALVE BOX SHOULD NOT REST ON PIPE. 10 11 12 INSTALL METER BOX AT LATER COMPACTION IN AREA OF VALVE BOX COULD a PROPERTY LINE. o 0 CAUSE THE BREAKAGE OF THE SERVICE. 10" MIN. 14" MAX SP PAGE:B108 Z > C� . 9 36" MIN, :2 J 4 3 - 0 rLEAVE EXPOSED COVER CID U 7 12" MIN 0 BY PASS NOT NEEDED FOR IRRIGATION METERS f .......... 0 1 2 3 7 13 5 CRUSHED ROCK BASE TO SUPPORT VAULT, MAIERIAL LIST FOR 2" SERVICE; METER LOCATED IN PLANTING STRIP BETWEEN CURB &SIDEWALK MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CUB AND SIDEWALK 2" BRASS NIPPLE 1. 2* tapped tee. 1. 2* topped tee. (MIPT x MIPT) 2. 6' long X 2" brass nipple with threaded ends (MIPT). 2. 6" long X 2" brass nipple with threaded ends (MIPT), CAST IRON OR 3. 2" double disc gate valve (full opening for tapping) with threaded ends, 3. 2" double disc gate valve (full opening for tapping) with threaded ends, square DUCTILE RON• CONCRETE BLOCKS square operating nut, and valve nut extension if required (dwg BR46/Page B090). operating nut, and valve nut extension if required (dwg BR46/page 8090). WATERMAIN. 4. Two piece cast iron valve box. Standard 8" top section with regular base section, 4. Two piece cast iron valve box. Standard 8* top section with regular base section, FOR SERVICE FROM EXISTING length to fit, "lug" t ype cover. length to fit, "lug" type cover. WATERMAINS INSTALL 2" FORD 5. 2* brass Pushing (MIPT x FIPT). 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). F202 STYLE SADDEL (IPT) 2 each 2 brass or bronze nipples 6" length, threaded ends. 2 each 1-1/2" brass or bronze nipples 6" length, threaded ends. 2 each 2"-90' brass or bronze elbows (FIPT x FIPT). 2 each 1-1/2"-90' brass or bronze elbows (FIPT x FIPT). ALTERNATE CONNECTION DETAIL 5. 2: (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-112(MIPT) x compression fitting, Ford C84-66 or equal. 7. 2soft copper tubing type "K , length to fit. 7. 1-1/2" soft copper tubing type "K , length to fit. FOR EXISTING MAINS 8. 2. pack -joint 90' ell, for Ford L44-77 or equal. 8. 1-1/2' pack -joint 90' ell, for Ford L44-77 or equal. 9. 2" Customsetter with by-pass Ford VFH 77-12B x 17-3/16" or equal, with flanged 9. 1-1/2" Customsetter with by-pass Ford VFH 66-12B x 13-3/16" or equal, with flanged angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on angle valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 1-1/2" & 2* WATER SERVICE DETAIL 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. LOCATED IN PLANTING STI 11. Water meter shall be supplied and installed by City of Renton upon payment of all 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter er fee and satisfactory pressure and purity tests. related water meter fee and satisfactory pressure and purity tests. BEEN CM & SIDEWALK 12- 17"x28" concrete meter box with 3/8" steel diamond -plate cover equal to Fog Tits 12. 17%28" concrete meter box with 3/8" steel diamond -plate cover equal to Fog Tits Meter Seal Co. No, 2T. Meter box shall be double stacked. Meter Seal Co. No. 2T. Meter box shall be double stacked. ADOPTED 13. 2" coupling (compression x FIPT) with 2* plug (MIPT), Ford C-14-66 or equal. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 ♦♦1I or FAR"M The property owner is responsible for any necessary adaptation or extension of or equal. The property owner is responsible for any necessary adaptation water service. or extension of water service. 8TANDAND PLUM 1 10/15/96 � nut LB! DAM 12/96 1 3/8/95 1 Material Ll.t. DCVAG DWG. NAME: BR42 SP PAGE: B 107.1 1 DATE I REVISION I EYY 1APPR� Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Sreet South Kirkland, WA 98033 www.pcceengrs.com PH: (425) 827-2014 1-800-945-8408 FAX: (425) 827-5043 Kirkland Seattle PRECAST CONCRETE VAULT WITH 2 - Sx 3' HINGED STEEL PLATE COVERS. DIMENSIONS 4'-8" x 7'-0" UTILITY VAULT CO. 57-7L-B OR EQUAL 0 INSTALL EPDXY NON -SHRINK GROUT (TYP.) fk! 4: -4; 4" FL. x P.E. D.I. PIPE WITH COLLAR 18- FROM P.E. �: r.Y T r 3'-4 LONG 4' 12" ALL AROUND CONCRETE BLOCKING ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE PLAN RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS, AND APPROVED CROSS- CONNECTION CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 4"" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. 4" DUCTILE IRON CLASS 52 PIPE, NOTE: CEMENT LINED, LENGTH TO FIT. 1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL CONCRETE SUPPORT PAD OR ADJUSTABLE PIPE SUPPORT, 4" DCVA ASSMMLY 4. INSTALL GALVANIZED LADDER FOR ACCESS. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. 6. INSTALL BRASS PLUGS AT ALL TEST COCKS ADOPTED Crff or Fiat= STA111111111M PLAW Lff DIA 1 M96 12/96 REFORMAT TO 1 1"xl 7" JDCV DIRT 3/7/95 EDITED TEXT AND DIMENSIONS I DC I AG FDATE I - REVISION I BY IAPPR'a DWI NAME: BR56A (MODIRED) SP PAGE: B098.1 PRECAST CONCRETE VAULT WITH 3 - 3'x 3'- HINGED STEEL PLATE COVERS. DIMENSIONS 5'-8"x 11'-2"x 7'-2" EQUAL TO UTILITY VAULT OR EQUAL TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 1-5/8- DIA. DRILLED HOLE IN COVER. THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 5/8'x3/4" SENSUS SRII (TR/PL) METER _1C CITY PRIVATE Z PIPING PIPING TEE (MJ x FL) 3'-2" O GATE VALVE (FL x MS) 5'- 8" ONE EACH SIDE 4" ADAPTER, FL.x SCREWED 4"x4"x6" BULL HEAD TEE, FL.--\ 6" PIPE FL.x FL. 2'-0" LONG - 18" FOR 10" ASSEMBLY 17 1/2" FOR 8" ASSEMBLY 18 1/2- FOR 6- ASSEMBLY 11'- 6" 90* BEND 3'- 0' 12" ALL AROUND 2'_ 6'-' 6 CONCRETE BLOCKING - ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIENT 10", 8" OR 6" FL.x P.E. SEATED SHUTOFF VALVES AND TEST PLAN I PIPE WITH COLLAR 18 COCKS. AND APPROVED FROM P.E.CROSS-CONNECTION CONTROL 10"- 3'-��- LONG ASSEMBLIES PER DEPARTMENT OF 8"- S-15 LONG HEALTH LATEST APPROVED LIST. 6"- 4'-0 " LONG DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10% 8-, OR 6- FLANGED COUPLING ADAPTER EQUAL TO ROMAC. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 1-5/8- DIA. DOLLED HOLE IN COVER. 18" FOR 10" ASSEMBLY 17 1/2" FOR 8- ASSEMBLY 18 1/2" FOR 6- ASSEMBLY - 5/8"x3/4" INVENSYS - TR-PL METER 6" MIN, DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH CATCH BASIN OR MANHOLE COMPACTED FOUNDATION END VIEW NOTE: GRAVEL 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED. 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. 4. INSTALL GALVANIZED LADDER FOR ACCESS. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. 6.1 INSTALL BRASS PLUGS AT ALL TEST COCKS I DATE I V�y 6" 90' BEND FL.--" '--GALVANIZED STEEL LADDER 4"x 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP.) PIPE, FL.x FL. 3'0" LONG 6"& 8" ASSEMBLY. 6" SHORT RADIUS 90* BEND FL. 10" ASSEMBLY 90' 8"X6- FREDUCING BEND FL. TO BUILDING DEADMAN BLOCK REQUIRED. 10", 8", 6" FL x MJ ADAPTOR 10" ASSEMBLY 10"x10*x8"TEE FL. 8" ASSEMBLY 8"XI81"x6" TEE, FL. 6" ASSEMBLY 6'x6"x6" TEE, FL. 10-, 8-, OR 15- GATE VALVE, FL.x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL). 10-, 8-, OR 6- DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT, ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. io", a* & a* DDcv Assmmy 6- STANDPIPE W/4 2-1/2- NOZZLE CROSS CONNECTION/BACKFWW PROTECTION ASSEMY ADOPTED Ciff or REHM grANDIM FLM Lff DAM 04/04 DWI NAME: BR56 SP PAGE: 8099 �iEc�o��.�s No F�ePerm� � Pw� RECOMMENDED FOR APPROVAL DATE 41/ DATE )7LO S, DATE By DATE CITY OF RENTON Planning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) SCANNED APR 2 2