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HomeMy WebLinkAboutS-341503N.E. 114 SEC. 25, T,23N., R.4E_, W.Af_ EXPIRES 0I /23/2008 -� CU W•34+505 rtr+ ROLL 2 U-8 F R 515 $ d o c THE BY -PASS ASSEMBLY SHALL BE INC! LUDD A. PART OF THE DETECTOR \ DOUBLE CHECK VALVE ASSEMBLY �\ 5%& z 3/4' METER SHALL Bf SENSUS 4 "Wx6" BULL HEAD TEE, FL. SP,II WITH TO•JCHREAL� PTUC (iR /PL) TOUCH READ PIT LID SENSOR ME DER OWNED 8' -1 P 4" ADAPTER, FL.x SCREWED, ( "� MOUNTED ON STEEL PLATE / ` / ONE EACH SIDE p_. COVER THROUGH 1 -5/8' DV kcCA. CONCRETE VAULT Wf'H 2 3, 3' \ DRILLED HOLE IN COVER. I AGED STEEL PLATE COVERS DIMENSIONS 5' -0" \ \ �� 4 "x 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR = 9' -C x' 2' LTII HY VAJL CO. 448A A OR `� \\ L �� STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. EQUAL a=,NC = - a�w" "\ 4' PIPE FL.x FL / / / \ �, ' -0' LONG 4' SWING TYPE GRAVITY OPERATED CHECK VALE. FL EQUAL TO MUELLER CO. A- 26OD -6 WITH BALL DRIP VALE AT BOTTOM 31- EPDXY NON- SHRINK GROUT (TYP.) _ �� 4 41PESHORT RAD UO"90' BEND FL. TEE (w , FL) L I GATE VALE (FL z M_1 j z <' 90" BEND � a �I - ✓ TO BUILDING - 12" Ali AROUND - z _ DEADMAN \ , ; - -I - BLOCK I� � REQUIRED- ' CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH. SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER UNE AND SOIL CHARACTERISTICS. P' CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL qgy END CAP COUPLING. 2" GALVANIZED IRON PIPE WATER MAIN /- / AS REQUIRED. - - PVT- 1 -1/2" AND 2" WATER SERVICE DETAIL w J IN UNIMPROVED RIGHT -OF- ^ CAUTION: VALE BOX SHOULD NOT REST ON ID n , WAY INSTALL METER w PIPE. LATER COMPACTION IN AREA OF VALE BOX BOX AT PROPERTY LINE COULD CAUSE THE BREAKAGE OF THE SERVICE 12" LONG COPPER TAILPIECE = ' - - s• uw ,z- uAx. o E EXPOSED F'o 4 - - BY PASS NOT ALLOWEDn V - .FOR IRRIGATION METERS 2 3 6 > > r3 CRUSHED s ' SUPPORT K BASE A DRILL 1 5/8" DIA HOLE QUICK -JOINT FOR TOUCHREAD DEVICE COUPLING x MIPT CAST !RON OR DUCTILE IRON WATERMAIN 2 -1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID NOTE: .1 F w w o w p w Z Y ¢ n O < p Q p °O O z 6 g MA ^" _ 9 d4 J w g O € CONCRETE BLOCKING -' 4 "x4 W TEE FL. L'" � PLAN �\ ALL DE LLCTOR DOUBLE CHECK VALE ASSEMBLIES SHALL \ 4" GATE VALVE MJ X FL WITH INDICATOR DOUBLE CHECK VALE ASSEMBLY INCLUDES POST INDICATOR POST VALE SAME SIZE AS COCKS, RES!UE O SEATED S-COFr VALVES AND TESL DOUBLE CHECK VALE MUELLER CO. OR EQUAL). CCCKS, AND APPROVED CROSS-CONNECTION CONTROL TWO RESIDENT SEATED SHUTOFF VALES. ( ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST 4- FLANGED COUPLING 4" DUCTILE IRON CLASS 52 PIPE, APPROVED LIST ADAPTER EQUAL TO ROMAC. CEMENT LINED, LENGTH TO FT. 2" CLOSE NIPPLE // 2" 90' ELBOW J 2" GALVANIZED IRON PIPE, 12" LONG. PLAN TYPICAL RIB THE CENTER OF THE HOLE MUST BE AT LUST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE Nlli TO TIGHTEN MATERIAL CST FOR ID SERVICE: METER LOCATED N PLANTING STRIP AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. BETWEEN CURB &SIDEWALK 1. 2" TAPPED TEE, ON NEW WATER MAIN. 2. 4" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). J. 2" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). d = ER (y O V <'a TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 3 1-5/8" CIA DRILLED HOLE IN GOER. 3.. 36­T0 42' _ i - 4° PIPE FL . SCREW TWO PIECE CAST IRON VALE BOX VALE NUT EXTENSION IF REQUIRED EQUAL TO RICH VALE CO. STANDARD (SEE DWG BR46 / PAGE 8090) 8' TOP BECTON, WITH REGULAR INSTALL 2" 90' ELBOW, BASE SECTION ! ENGTH TO FT. SCREWED 2" PLUG, SCREWED T 18 4. TWO PIECE CAST IRON VALE BOX. STANDARD 8" TOP SECTION NOTE: WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE ALL METER BOXES INSTALLED IN CONCRETE COVER. 2" BRASS BUSHING (MIPT X FIPT). OR PAVED DRIVEWAYS SHALL BE 5. 2 EACH 2" BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. CAST -IRON EQUAL TO OLYMPIC FOUNDARY. 2 EACH 2 " -90' BRASS OR BRONZE ELBOWS (FIPT X FIPT. EXPANSION JOINTS MUST BE INSTALLED 12" 6. 2" (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. MINIMUM ON BOTH SIDES OF METER BOX. 7. 2" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. 2" THREADED BRASS 90' ELL. 9. 2" CUSTOMSETTER WITH BY -PASS FORD: VBH 86- 12B -11 -77 (X 17- 3/16 ") MCDONAD BRASS: 308715WDFF775 OR MUELLER B- 1427 -2 ", WITH FANGED ANGLE BALL VALVE AND PADLOCK WINGS ON o o Z y /� Q E-+ 3 Fes, r Ey W � a m CL z -z 2 a NOTE: . -2. 1. LOCATE VAULT IN PLANING AREA NOT IN PAVING. ` 2. 4" AND LARGER BENDS AND TEES i0 BE CAST IRON CEMENT LINED. _ 4" 90' BEND FIE. 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT z -" THE TIME OF INSTALLATION TO CENTER THE PIPE !N VAULT INSTALL SUMP PUMP GALVANIZED STEEL LADDER OPENING. AFTER COMPLETE INSTALLATION REMOVE THE IN VAULT TO DISCHARGE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. STORM WATER Y 4. GALVANIZED LADDER FOR ACCESS. G�'C 2° GALVANIZED IRON PIPE 12" LONG 2" GALVANIZED IRON PIPE AS REQUIRED. 2° VESDENT GATE VALE, SCREWED INSTALL 2" 90' ELBOW, _ /- SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION INLET, AND ANGLE CHECK VALVE PADLOCK WINGS. CUSTOMSETTER SSHALLTHA HAVE VERTICAL INLET PAND OUTLET. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. 12. 17 °X30" PLASTIC METER BOX EQUAL TO MID - STATES PLASTICS, INC. BCF SERIES MSBCE 1730 -18 WITH 2" THICK DUCTILE IRON DAINC. PLATE COVER 18 "X31" EQUAL TO MID - STATES PLASTICS, INC. MSCBC- 1730 -R WITH COUPLING DRILLED MPRE HOLE FOR TOUCHREAD PIT LID, AND METER READ LID. 13. 2" COUPLING (COMPRESSION X FIPT) WITH 2" PLUG (MIPT), FORD C -14 -66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR ADJUSTABLE STEEL PIPE 5. AFTER FEUD INSTALLATION, MAIN DDCVA AND 8Y -PASS DCVA COMPACTED FOUNDATION MUST BE TESTED SATISFACTORILY 9Y A DEPT. OF HEALTH GRAVEL SUPPORT, STANCHIONS BOLTED CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE END VIEW TO FLOOR SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING N 1 DEPT. PRIOR TO ACTIVATION OF NEW UNE ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. MATERIAL UST FOR 1 -1/2" SERVICE: METER LOCATED IN PLANING STRIP BETWEEN CURB & SIDEWALK mg i4 ? d 0 NIP Y 6. INSTALL BRASS PLUCS AT ALL TEST COCKS M p NTS [G) 4' LJLJCV Assembly v pry�y�pry ry p�,,',L NTS �z^"�� W' `� ��I A�j� 7 I. 4?"LONG X 2" BRASS NIPPLE TAPPED TEE ON NEW WATER MAIN. 3.2" RESILIENT SEAT GATE VALVE WWTHTTHREADED EENDS, SQUARE OPERATING NUT, AND ' VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). 4. TWO PIECE CAST IRON VALE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. oG `a Sy 5. 2" X 1 -1/2" HEX BRASS BUSHING (MIPT X FIPT). 2 EACH 1 -1/2" BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1- 1/2 -90' BRASS OR BRONZE ELBOWS (FIPT X FIPT). 6. 1 -1/2" (MIPT) X COMPRESSION FITTING, 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 99 ELL, FOR FORD L44 -77 OR EQUAL. e e g w :N B o s FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 18" TO 20" BEHIND BACK OF CURB OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 OR 12' BEHIND BACK OF SIDEWALK AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT THAT IS ADJACENT TO CURB INLET WITH LUGS. 5 -1/4" MAIN VALVE OPENING- TWO 2 -1/2" HOSE CONNECTIONS TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH X 5" STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE MAX 4 DWG BR46 / PAGE 8090. / ) PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE MIN 2 PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL RAISED PAVEMENT MARKER TYPE 88 AS PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. �� STIMSONITE TWO -WAY BLUE. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. \` '� -�� 42" MIN CONCRETE BLOCKING t, BURY CONCRETE BLOCKING Y - 1 _ j I /\ T TEMPORARY 2" GALVANIZED PIPE FINISHED GRADE ELEVATION AND 2" GATE VALVE 9. 1 -1/2" CUSTOMSETTER WITH BY -PASS FORD: VBH 86- 128 -11 -66 (X 13- 3/16 "), MCDONALD BRASS: 30B612WOFF665 OR MUELLER B- 1427 -1 1/2 ", WITH FLANGED ANGLE BALL 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. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. 17 "X30" PLASTIC METER BOX EQUAL TO MID- STATES PLASTICS, INC. BCF SERIES 12. MSBCF 1730 -18 WITH 2" THICK DUCTILE IRON DAMOND PLATE COVER 18 "X31" EQUAL TO MID - STATES PLASTICS, INC. MSCBC- 1730 -R WITH 1 -5/8° DRILLED HOLE FOR COUPLING C PIT LID. 13. 1 -1/2" COUPLNG (COMPRESSION X FIPT) WITH 1 -1/2" PLUG (MIPT), FORD C -14 -66 DR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. ' 1150 NTS a a w F- o %� ��\ /��; /� /\ �/� ' " /,j�i" INSTALL 2" PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER 10 -INCH DIAMETER AND UNDER) / AFTER REMOVAL OF POLYPIG 4 FT MIN. COVER �72 -INCH DIAMETER AND OVER) / DID - o - -1 CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. ';`\ 6" GATE VALVE (FL X MJ) NEW WATER MAIN POLYPIG *S L, Water �� AWWA C -509, RESILIENT SEAT Checked for Compliance to City Standards z 16" x 8' x 4" MWINUM 6" DUCTILE IRON PIPE, CLASS 52 Y CONCRETE BLOCK CEMENT LINED, LENGTH TO FIT TWO + + UNDER HYDRANT 3/4° STEEL TIE RODS. SEE STD (� DETAIL FOR TIE RODS. o 0 5 0 (n N FNS 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") FIRE HYDRANT ASSEMBLY Fire Hydrard Asse"Qetal 1O 1 COUGHLINPORTERLUNDEEN CONSULTING STRUCTURAL AND 4 413 PINE STREET -SUITE 300 Water Man PO Station CIVIL ENGINEERING CORPORATION P 206/343-0460 4+ ' !'p� w4y�Ole � y Western Washington Renton, DPC Wa SHEET C3.10 WATER AND SEWER DETAILS' SEATTLE, WA 98101 F. 2061343 -5691 k f65' 7 p0 `� F'PSIONAL eNc?� © 3.J EXPIRES 0I /23/2008 -� CU W•34+505 rtr+ ROLL 2 U-8 F R 515