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HomeMy WebLinkAboutS-341506N.E. 114 SEC, 25, T.23N., R.4E., W.M. L 0 ct/ o ff o THE BY -PASS ASSEMBLY SHALL 8E - � "" ° INCLUDED AS PART OF THE DETECTOR °'"1N0 M o £ D DOUBLE CHECK VALVE ASSEMBLY. 1 -1/2" AND 2° WATER SERVICE DETAIL S a a 5/8" x 3/4° METER SHALL BE SENSUS 4 "0"1 BULL HEAD TEE, FL IN UNIMPROVED RIGHT -Of- p SRII WITH TOUCHREAD PBLID (TR /PL) -TOUCH READ PIT LID SENSOR (METER OWNED BY CITY 4° ADAPTER, FE.x SCREWED, CAj1U �: VALVE BOX SHOULD NOT REST ON to n iz WAY INSTALL METER w MOUNTED ON STEEL PLATE ONE EACH SIDE PIPE. LATER COMPACTION IN AREA OF VALVE BOX BOX AT PROPERLY LANE WITH & COVER THROUGH 1-5/e° DIA. COULD CAUSE THE BREAKAGE OF THE SERVICE. a 12" LONG COPPER TAILPIECE a PRECAST CONCRETE VAULT WITH 2 - 3'x 3' DRILLED HOLE IN COVER. _ HINGED STEEL PLATE COVERS. DIMENSIONS 5' -0' - -- 4"x 2 1/2' FIRE DEPARTMENT DOUBLE CONNECTION FOR - 9• MIN -I2° cq0 x 9' -0" x 7' -2" UTILITY VAULT CO. 4484 -LA OR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. MAX. cn C EQUAL EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. z= f 9 = <� ' �V DID w � z � 4" PIPE ITS FL. CItt PIPING PRIVATE PIPING ' -0" LONG 4" SWING TYPE GRAVITY OPERATED CHECK VALVE, FE. EQUAL o No. VE EXPOSED o W 4 `t - O �I TO MUELLER CO. A- 2600 -6 WITH BALL DRIP VALVE AT BOTTOM y4• W CO (D � PL. x P£ 0.1. PIPE aa' CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO - BY PASS NOT ALLOWED O w Z m Ol vm}+ GOLLAR No MEN ' -o' INSTALL EPDXY NON- STRINK GROUT (TYP.) I CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED ° FOR IRRIGATION METERS x HE cis ¢ P.E. s -a- �oNC 4° PIPE, FL.x FL. 30 LONG 90' EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST c¢9 U) -TEE (MJ x FL) I' 4" SHORT RADIUS BEND FL .,} PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. G° o GATE VALVE (FL x MS) i' -t0 e. a" W 800 f CAST IRON CAP OR PLUG WITH 2" 2 a e x x u I s , CRUSHED ROCK BASE Pi S, ­i­ t IPS TAP Stall BEA ROCKWELL A _ A TO SUPPORT VAULT. DRILL 1 -5 8 DA. HOLE / All o _ T TO ING --- -- 482 END CAP COUPLING. QUICK -JOINT FOR TOUCHREAD DEVICE COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 12" ALL AROUND DEADMAN 2" GALVANIZED IRON PIPE WATER MAIN f.AS REQUIRED. 2 -1/2° MIN. FROM NEAREST BLOCK AND FROM EDGE OF PIT LID Z � $„ W 8:^ c � s a REQUIRED. CONCRETE BLOCKING 4'x4 "x4" TEE FL. - 2" CLOSE NIPPLE- NOTE: T THE CENTER OF THE HOLE MUST BE AT LEAST TYPICAL RIB 1" FROM UNDERNEATH RIBS UNLESS THE RIB PLAN 2' 90' ELBOW 2' GALVANIZED IRON PIPE, 12° LONG. 7 6LL ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL 4" GATE VALVE MJ X FL WITH INDICATOR DOUBLE CHECK VALVE ASSEMBLY INCLUDES POST INDICATOR POST VALVE SAME SIZE AS SPACING ALLOWS THE NUT TO TIGHTEN MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PUNTING STRIP AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. J x i INCLUDE RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS, AND APPROVED CROSS - CONNECTION CONTROL 1W0 RESILIENT SEATED SHUTOFF VALVES. DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL). BETWEEN CURB & SIDEWALK w w �2 € ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST 4 °" FLANGED COUPLING 4" DUCTLLE IRON CLASS 52 PIPE, PLAN 1. 2" TAPPED TEE, ON NEW WATER MAIN. 2. 4' LONG X 2° BRASS NIPPLE WITH THREADED ENDS (MIPT). O APPROVED LIST. ADAPTER EQUAL TO ROMAC. CEMENT LINED, LENGTH TO FIT. 3. 2" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING Z e NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). :; 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION NOTE: "LUG" _ cP WITH REGULAR BASE SECTION, LENGTH TO FIT, TYPE ALL METER BOXES INSTALLED IN CONCRETE �y F COVER. 2" BRASS BUSHING (MIPT X APT). OR PAVED DRIVEWAYS SHALL BE 5. 2 EACH 2" BRASS OR BRONZE NIPPLES 6' LENGTH, THREADED ENDS. CAST -IRON EQUAL TO OLYMPIC FOUNDARY. O G ° 2 EACH 2 "1 BRASS OR BRONZE ELBOWS (APT X FBI). EXPANSION JOINTS MUST BE INSTALLED 12" TOUCH READ PIT LID SENSOR MOUNTED 6. 2" (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. MINIMUM ON BOTH SIDES OF METER BOX. ON STEEL PLATE COVER THROUGH 1-5/8' CIA. DRILLED HOLE IN COVER / TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED 7. 2" SOFT COPPER TUBING TYPE KOR BRASS NIPPLES (MIPT X a" "TO EQUAL TO RICH VALVE CO. STANDARD DWG BR46 / PAGE B090) MIPT), LENGTH TO FIT. as az' .(SEE 8" TOP SECTION, WITH REGULAR INSTALL 2" 90' ELBOW, 8. 2" THREADED BRASS 90' ELL �-4 PL scRew ', BASE SECTION LENGTH TO FIT. 'T' SCREWED 2' PLUG, SCREWED 9. 2" CUSTOMSETTER WITH BY -PASS FORD: VBH 86-128-11-77 (X 17 -3/16" ), MCDONALDBRASS: 30B715WDFF775 OR MUELLER O o x "'•..* -.- 78 B- 1427 -2', WITH FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON H S- ', 2--2- 2 0 INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH 0 2" GALVANIZED IRON PIPE 12' LONG �- 2" GALVANIZED IRON PIPE AS REQUIRED, PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. 10. RIGID INSTALLED IN NOTES 2" RESILIENT GATE METER SPREADER TO BE SUPPLIED AND 3 u a °- .. �• 2" t. LOCATE VAULT IN PUNTING AREA NOT IN PAVING. VALVE, SCREWED INSTALL 2" 90' ELBOW; ''�- SCREWED METER SETTER S CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF c 2. 4' AND LARGER BENDS AND TEES TO BE CAST IRON RENTON UPON PAYMENT OF ALL RELATED WATER METER FEE a CEMENT LINED. 4" 90' BEND FL. 2' GALVANIZED IRON PIPE AND SATISFACTORY PRESSURE AND PURTY TESTS. .3 m 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT AS REQUIRED, 12. 17 "X30" PLASTIC METER BOX EQUAL TO MID- STATES PLASTICS, INC. BCE SERIES DUCTILE IRON THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT INSTALL SUMP PUMP GALVANIZED STEEL LADDER ELEVATION MSBCF 1730 -18 WITH 2" THICK DAMOND PLATE COVER 18"X31" EQUAL TO MID - STATES PLASTICS, INC. MSCBC- 1730 -R C �) OPENING. AFTER COMPLETE INSTALLATION REMOVE THE IN VAULT TO DISCHARGE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. WITH 1 -5/8" DRILLED HOLE FOR TOUCHREAD PIT LID, AND METER READ LID. �� o STORM WATER y 13. 2" COUPLING (COMPRESSION X APT) WITH 2" PLUG (MIPT), FORD 2 4. GALVANIZED LADDER FOR ACCESS. U�� -`� 5. AFTER FIELD INSTALLATION, MAIN Di AND BY -PASS DCVA COMPACTED FOUNDATION ADJUSTABLE STEEL PIPE C -14 -66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH GRAVEL SUPPORT, STANCHIONS BOLTED CERTIFlED BACKFLOW ASSEMBLY TESTER, TEST REPORT TO BE - END VIEW TO FLOOR �.N SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING MATERIAL LIST FOR 1 -1/2" SERVICE METER LOCATED IN PLANTING STRIP BETWEEN CURB &SIDEWALK DEPT. PRIOR TO ACTIVATION OF NEW LINE d o 6. INSTALL BRASS PLUGS AT ALL TEST COCKS NTS NTS 7 1. 2" TAPPED TEE ON NEW WATER MAIN. I 4' DDCV Assembly Temporary 2' 6low-ott Assembly 3.2" R�S UEM SEA�GATE VALVE WTIHTTHRFADEDEENDS(MSQUARE OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE B090). - - -- - - -- - - - -- - -- - - -- 4. TWO PIECE CAST IRON VALVE BOX. STANDARD B TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. NB 5. 2" X 1 -1/2" HEX BRASS BUSHING (MIPT X APT). 2 EACH 1 -1/2" BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1 -1/2 -90' BRASS OR d ° BRONZE ELBOWS (APT X ART). �g 6. 1 -1/2" (MIPT) X COMPRESSION FILLING, FORD C84 -66 OR EQUAL. 7. 1 -1/2" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. 1 -1/2" THREADED BRASS 90' ELL, FOR FORD L44 -77 OR EQUAL. 18" TO 20" BEHIND BACK OF CURB 9. 1 -1/2" CUSTOMSETTER WITH BY -PASS FORD: VEIN 86- 128 -11-66 a FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR 12" BEHIND BACK OF SIDEWALK (X 13- 3/16%, MCDONALD BRASS: 3OB612WDFF665 OR MUELLER B- 1427 -1 1/2 ", o OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 THAT IS ADJACENT TO CURB AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL. JOIN WITH FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK _ VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL o w INLET WITH LUGS. 5 -1/4' MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE HAVE VERTICAL INLET AND OUTLET. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD a © CONTRACTOR. s s SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH 11. WATER METER SHALL HE SUPPLIED AND INSTALLED BY CITY Of RENTON UPON 0 g2 X 5' STORTZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE MAX 4' DWG BR46 f PAGE BOBO). PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND 1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE - MIN 2" PURITY TESTS, 17 "X30" PLASTIC METER BOX EQUAL TO MID - STATES PLASTICS, INC. a PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL, RAISED PAVEMENT MARKER TYPE 88 A8 BCF SERIES PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. ��- STIMSONITE TWO -WAY BLUE. TEMPORARY 2° GALVANIZED PIPE 12. MSBCF 1730 -78 WITH 2" THICK DUCTILE IRON DAMDND PUTS COVER 18'X31" EQUAL TO MID -STATES PLASTICS, INC: MSCBC- 1730 -R WITH 1 -5/8" DRILLED FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 5� "E AND 2" GATE VALVE HOLE FOR TOUCHREAD PIT LID. w 42" MIN CONCRETE BLOCKING FINISHED GRADE ELEVATION 13. 1 -1/2" COUPLING (COMPRESSION X FIPT) WITH 1-1/2" PLUG (MIPT), FORD T .�' - ����/�y,�y/�� �������\\<�OMMI�,,��� �" /i✓ o I�- BURY = C -14 -66 DR EQUAL. THE PROPERLY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. =\ CONCRETE BLOCKING 1 ./ INSTALL 2" PLUG ON TOP BLIND FLANGE m \,\ 3 FT MIN, COVER 10 -INCH DIAMETER AND UNDER) AFTER / REMOVAL OF POLYPI- f - 4 FT MIN. C04ER 12 -INCH DIAMETER AND OVER) � ���� ITS 12 o v; 2' Water Meter CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. � ° 0 0 0 0 0 0 \�r Li 1\ 6" GATE VALVE fR X MJ) NEW WATER MAIN POLYPI- , - � AWWA C -509, RESILIENT SEAT Checked for Compliance to City Standards %Y 6- DUCTILE IRON PIPE, CLASS 52 O i6" x 8" x MININUM U � CONCRETE BLOCK CK CEMENT LENGTH TO FT TWO /t 3/4" STEEL EL TIE RODS. SEE STD zoP UNDER HYDRANT DETAIL FOR HE RODS. El � aQ N � .A."o- 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/1 NITS i -- s�� FIRE HYDRANT ASSEMBLY 11 Fire Hydrant Assembly Detail 1® Water Main Polyfting Station C. A W estern Washington DPC SHEET COUGHLIN PORTERLUNDEEPI WA9 ti ""`"�, Renton, Wa o & w p S-341506 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION /1�• 413 PINE STREET .SUITE 300 P: 206!343 -0460 WATER AND SEWER DETAILS � Id SEATTLE,WA98101 F. 206 /343 -5691 A q 26577 �I �'CtaTb �, All J/ MAI CSl `� `' /' � 0 - 3'F 1 S Ol - �U 1 j rn 1 .�en P ! S wilil s 01 /zs /zolo L 0 ct/