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Home My WebLink AboutWTR2703421.4N O '1 z P4 W C� I— I V / iU O O cj 0 w (2 I . o 0 Z O Z 3 rl w N ^I W E'-^4 ^_' CVl CO U WU W as a; 0 u� O wowc Z. c L/WI' uTW� W a U CL 0 W QL L CL U 0_4 WIL U = 0) !` Q o �� r��•n.I J V' OL _v m m 4 O1w O `- 0 p zZ CL C U� 0 �O O x J J Z Z S U O 0 Z N Z O N LL,Z o II 0 Z w U a w O w w o w w Z Z AC fY Q Q Q Q O O O W O N O O Q I N O �• .� I N `— I 0 m m w Z W aI � N I � Z '- O p IT— T- I r z z � 0) I 0 v w 0 w Q 1>o I_ Uj :2:2 N O O � �L a � O O w z � V• M N ,- O Z TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION / i 7�— i\/,\jY\��\�. MSTAiL 2' PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG - ^ V VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BOND 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 HE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN WATER MAIN POLYPIGGING STATION VERTICAL CROSS FOR POLYPIGGING CY VOF: CITY OF RENTON o STANDARD PLANS L,ST DATE: 04/04 --j_DATE I _ REVISION 18 A DWG. NAME: B114 SP PAGE:8114 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. 18" TO 20" BEHIND BACK OF 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" z 5" STOR' WITH REGULAR BASF SECTION LENGTH TO FIT. VALVE NUT o EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8090j. MAX 4" MIN 2"� / RAISED PAVEMENT MARKER TYPE 88 ' A8 STIMSONITE TWO-WAY BLUE. MIN CONCRETE BLOCKING BURY \\ �\ 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" 8' r 4" ,ftRiNUt•. \ 2-3/4" CDR-TENS7EEL 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. IRE HYDRANT ASSEMBLY" LEVEL ALL GROUND MIN 3 RADIUS LEVEL ALL GROUND MIN 3' RADIUS 4.875"' x 5" STORZ CUT HYDRANT LOCATION IN CUT OR FILL ONE MAN ROCK O �1j 6 I/ FILL FIRE HYDRANT ASSEMBLY DETAIL l p ADOPTED CITY OF RENTON . . STANDARD PIAIJB LST DATE: 04/04 DWG. NAME: B102 SP PAGE:B102 AS —BUILT WATER AND SANITARY SEWER DETAILS PRECAST CONCRETE VAULT WITH 3 - 3'z 3' ONE EACH SIDE 4"z 2 1/2' FIRE DEPARTMENT DOUBLE HINGED STEEL PLATE COVERS. DIMENSIONS 5'-B". 11'-2'. 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.. SCREWED CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS, VAULT OR EQUAL 4".4%6' BULL HEAD TEE. FL. ONE EACH SIDE EWAL 10 GRINNEL FIG. 1_2 WITH HOSE CAPS FIG. 1333. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL. PLATE 6' PIPE FL.. FL. ❑' _ N.SWING TYPE GRAATY OPERATED COVER THROUGH 1-5/8" DIA. 2'-0" LONG - CHECK VALVE, FL. EWAL TO DRILLED HOLE IN COVER, \ MUELLER CO. A-2600-6 WITH BA.L DRIP VALVE AT BOTTOM THE RY-PASS ASSEMBLY SHALL BE INCLUOEO AS PART OF THE DETECTOR 18" FOR 10' ASSEMBLY INSTALL EPDXY NON -SHRINK GROUT (TYP.) DOUBLE CHECK VALVE ASSEMBLY. 17 I/Y FOR 8" ASSEMBLY 5/8%3/4" SENSUS SRII (TR/PL) METER 18 1/2" FOR 6' ASSEMBLY 3'0 6" PIPE, FL. FL, 3'0" LONG Ott WwIT - 2" 6"& B' ASSEMBLY. b" SHORT RAOI S 90- BEND F i RPiNG ffivG IEC (NJ a fl) , I 3 _2. GATE VALA (FL a NS) FI 5'- 8 TO 0"*' h NNN 12" ALL AROUND / 2'- 6" CONCRETE u 10' ASSEMBLY 90' B'X6' REOUCINC BEND FL. 10 SLICING -- DE ADMAN BLOCK REOUIRED, BLOCKING 10' 8',6' FL . MJ ADAPTOR ALL DETECTOR DOUBLE CHECK VALVE 8" OR 6" FL_. P.E. ❑SSEMBUES SHAH INCLUDE RESILIENT PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN 10" ASSEMBLY 10'.10 .8'TEE FL. FROM P.E. COCKS_ AND APPROVED 8' ASSEMBLY OE.8".6" TEE, FL. 6' CROSS -CONNECTION CONTROL ASSEMBLY fi .6".6" TEE, R. 10 Y-8' LONG ASSEMBLIES PER DEPARTMENT OF 8`- 3'-6` LONG HEALTH LATEST APPROVED LIST. --- -10'. 8". OR 6" CITE VALVE, FL. MJ, 6"- 4'-0" LONG WITH INDICATOR POST_ INDICATOR DOUBLE CHECK VALVE ASSEMBLY POST VALVE SAME SIZE AS DOUBLE INCLUDES TWO RESILIENT SEATED CHECK VALVE (MUELLER CO. OR SHUTOFF VALVES EQUAL). 10 , B OR 6" FLANGED COUPLING, 1 ADAPTER EQUAL TO ROMAC. 1Y 70, 8". OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, TOUCH READ P 1 ID SE STIR 0' TED CEMENT LINED, LENGTH TO FIT. 1 •u• - N M JN ON STEEL PLATE COVER THROUGH 1-5/9- DIA. DRILLED HOLE IN COVER. T_ 3" 36-TO 42' b' PIPE FL r SCREW 18" FOR 10 ASSEMBLY 17 1/2' FOR 8" ASSEMBLY '16 1/2" FOR 6" ASSEMBLY 2 5/8".3/4" INVENSYS TR-PL METER 7'-2" 6" MIN. DRAIN TO DAYLIGHT CR STORM DRAIN SYSTEM WITH o 90' BEND FL. CATCH BASIN OR MANHOLE - 2-it GALVANIZED STEEL LADDER COMPACTED FOUNDATION--- END VIEW NOTE: GRAVEL ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. 1, LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2, 4" AND LARGER BENDS AN_ '___ EE CAST IRON CEMENT LINED. 3. TEMPGRMY SUPPORT SH aL -. .'DER VALVES AT THE TIME OF INSTALLATION TO CENTER '.II T OPENING. AFTER COMP T 7 R ORT LEE iNSTALLA ION EMOVE Y - JUPP AND INSTALL AO.zJSTABLE PIPE SUPPORT SO", 8" & 6" DDCV ASSEMBLY a. INSTALL GALVANIZED LADDER FOR Access 6" STANDPIPE W/4 2-1/2" NOZZLE CROSS CONNECTION/BACKFLOW 5. AFTER FIELD INSTALLATION. MAIN DDCVA AND BY-PASS OCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW PROTECTION ASSEMBLY ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW UNE. \ ADGPTED 8 CITY OF RENTON 6. INSTALL BRASS PLUGS AT ALL TEST COCKS STANDARD PLANS Tom- EST DATE: 04/04 DATE REVt510N BY APPR DWG NAME: 8099 SP PAGE: 8099 RECESSED i LIFT POCKET -� \ �si/e' - 11 N.C. SOCKET HD SCREW 1 Yi' LONG (BRONZE OR S.S.) -Y" x 2" RAISED PADS i FIBER PACKIf 2 Y4" 14" s�^ I 2.. ye,. Ye" 4511/8) 1 � 5/8 8" CONCREI CLASS j 2 TIGHT rd r / n" G� ❑ 1 1 ❑ O �P 1 4"4�1 OJT � CAST IRON RING AND COVER vP� ❑ \ PIPE MATERIAL AS SPECIFIED BY THE ENGINEER ------ PLUG TO BE SEALED IN SAME MANNER AS -i- I MAIN SEWER JOINTS. NOTES: 1. B' CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TICHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK. 2'-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER, 4, IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 8 OR 6 INCH CLEANOUT ADOPTED c' O CITY OF RENTON . . STANDARD PLANS EST DATE: 03/2005 DWG. NAME:3076-1 SP PACE:B076.1 SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M. EXISTING WATER LINE PLAN VIEW 11 TESTING DETAIL i8 FT O NEW WATER LINE VERTICAL CROSS(MJxFU FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM LINE (M-0 PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT-]N <BY CITY FORCES) TEE <FLxFL> W/ DOING. BLOCK 3- GATE VALVES (FLxMJ) 2- SU[-ID SLEEVES (MJ) OR RD-MAC COUPLINGS I- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL i _I 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 XISTING WATER LINE SLOPE AWAY STATIC] 117FY9;/ WATER CONNECTION DETAIL 3 VALVES CUT -IN INSTALLATION C1T O� CITY OF RENTON STANDARD PLANS EST DATE:04/04 DWG. NAME: B112 SP PAGE:B112 OPTIONS: ❑ DH152 -93 L,(HA.RDDOw"'DNTROLS) ❑ 9 3 RELESS LEVEWi CONTROLS) D R 15 2 CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS d G FOR PE STANDARD) D AD CAH 7/13/07 A 1/16 DR BY CHK'D DATE I ISSUE I SCALE MODEL DH152-93 / DR152-93 NA0052PO4 T-T 24"X 24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN f 4' T NOTE: DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. BELOW STREET GRADE 6" ON 6" Y BRANCH LONG 6" 1/8 BEND STANDARD 6" X MAIN SIZE TEE SEWER MAIN NOTE 70 RAISE TO GRADE USE STANDARD 6'' SEWER PIPE DUPLEX ALTERNATING PANEL T -2b0 EXTERNAL VISUAL & AUDIBLE ALARI EXTERNAL_ LATCHING MANUAL SILENC MANUAL RUN PUMP RUN INDICATORS CONFORMAL COATED CIRCUIT BOARD PADLOCK ALARM DRY CONTACT NEMA 4X ENCLOSURE ASSEMBLY CORROSION PROOF THERMOPLASTIC POLYESTER APPROVED BY UL FOR ELECTRICAL CONTROL ENCLOSURE OPTIONS HOUR ❑ METER LEGEND -� FROM CORE - - - SUPPLY CABLE FACTORY INSTALLED ALARM LIGHT ��IL� a, IS I wPe c€ �TIONAL HOUR METERS WJ F 'API � Wpia 'i wPI WP2 °AP50 '. rPe wp? 7C WPu oL 1� Mn -� CIXRACfS ---- �GROUNDBARING SERVICE 1 1 / PUMP 1 III If:l PUMP 2 III I II 11 1 1 1 O f J g J SILENCE AUDIBLE ALARM $ Oa PIN FUNCTION I 20005 IEXTREME 1 MANUAL RUN RED BROWN 2 L1 BLACK RED 3 L2 WHITE BLACK SIDE SEWER RISER CONNECTION 4 GND GREEN GRN/YEL yy,{'1 [ 61 2® 5 ALARM FEED ORANGE YELLOW TO SEWER MAIN 6 ALARM RETURN BLUE BLUE A&W 4 ADOPTED CITY OF RENTON STANDARD PLANS CONTROL CABLE: I_1H l -➢ N� FN'YO !ST DATE: 04/04 TYPE TC: DIRECT BURIAL, 12AWG. �� 51% CONDUCTOR LIi2S208 LISTED SOSD BY MPR' _DWG. NAME: B081 - SP PAGE: 8081 OPTIONS WIRED ❑ D H 15 2 LEV(D ELRCONTROLS} FIELD JOINT REQUIRED FOR MODELS OH152-129 / DR152-129 11 LESS LEVEWICONTROLS) ❑ D DH152-160 / DR152-160 GASKETED LID, FRP ACCESS WAY VENT \ / DUAL WALL, CORRUGATED STRAIN RELIEF CORD CONNECTOR - HOPE ACCESSWAY POWER $ ALARM CABLE -"""-- 12 6 W/GND INTERNAL WELL VENT 2.0' DIA. E/DNE EQUALIZE ELECTRICAL QUICK DISCONNECT NEMA 6P (EQD) INLET, GROMMET DISCHARGE 1 1/4' FPT (304 S.S.) TO ACCEPT 4.50" O.D. PVC PIPE (STANDARD). DUST COVER SUPPLIED D QUICK DISCONNECT ASSY. FOR SHIPMENT (NOT Q (304 S.S.) SUITABLE FOR BURIAL) S.S. CAST BALL VALVE 1 1/4' DISCHARGE LINE (304 S.S.) 42.8,n 1087mm DISCH -- CHECK VALVE (NORYL) 1 ALARM —ANTI-SIPHON VALVE Q15in- (NORYL ) 28,SiD ON 724mm OFF 1069a1 401 L 20.51n T6.Sin 521mm 420mm l HIXPE TANK 74 901 58 901 1/2' NOMINAL WALL THICKNESS 280 L 220 L 150 GALLON CAPACITY ® NSF ca SEMI -POSITIVE DISPLACEMENT TYPE PUMP AD CH 07/ 13/07 A EACH DIRECTLY DRIVEN BY A t HP MOTOR DR BY I CHK'D I DATE ISSUE SCALE • CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS SEWER SYSTEMS FOR DETAILS MODEL DH152 / DR152 DETAIL SHEET NA0052P02 PER AS -BOIL T REVISIONS 11 - 12-2008 Q SAID W L'�H��c o 24661 s OS T NA L F /n6 W-342104 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AS -BUILT WATER AND SANITARY SEWER DETAILS DESr.NED MCG - ----- DATE 7/15�07 FILE NO. DRAWN MCG CHECKED AS SCALE AS SHOWN FIELD BOOK PAGE_ APPROVED DIRECTOR OF PUBLIC WORKS SHEET C6 of 6 - 01 3 0) 3 m I s- N Q) X z O H- 4 J J O m LL LLJ 0I X i 0) O U (n CL LIP GO CD O N N E H- 0 0) 3 N W Z I m In Q I CO CT) N 07 O DO rn N O CD CD N aJ LL.