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Home My WebLink AboutS-354202w Z F- CJ w O a. a a a s H I r� o_ d IZ 13 "Y24' PLASTIC METER DOX EQUAL TO MID - STATES PLASTIC, INC. BCF SERIES MSSCF 1324 -TB 'NTH 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID - STATES PLASTICS, INC. MSCBC- 1321-11 NTH READER UD AND 1 -0/e• DRUM HOLE MR MUCHREAD PIT LID (SEE DETAIL A -A) 9" 12' (WISH GRADE ' •;}3Y0 g 36• MIN COVER NEW DUCDLI IRON WATERMAIN ',—WAY UNIMPROVED RIGHT OF ' WAY INSTALL METER sox AT VBH72-I5W- 44 -33G, GR;raMiALDF BRA: 21- 215MQQ33, OR t=' PROPERTY LINE WITH 127 MUM IER; 3 4 -0- 2470 -2 WITH ANGLE BALL VALVE ON INLET AND W LONG CLWPER TAILPIECE Ix' I' /r SDEWALK DOPPERSETIER FCR 1" uSTFR: FORD VUH72- 15W- 44 -44G, OR TYPE "K' SOFT COPPER TUBING LINE M METER. VBH72-I5W- 44 -33G, GR;raMiALDF BRA: 21- 215MQQ33, OR MUM IER; 3 4 -0- 2470 -2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHE K VALVE ON OUTLET CORPORATION STOP: FORD TAPERED THREAD DOPPERSETIER FCR 1" uSTFR: FORD VUH72- 15W- 44 -44G, OR (CC). QUICK JOINT MNIDNALD BRASBL21- 413W00044. OR MUELLER: 1 -11- 2470 -2 (3/4' FIOOO -3 -0) OR AT MCDONALD 4701Q BOTH INLET AND OUTLET NTH PACK JOINT WITH GRIPPER. (I- MCCD -4 -G) OR AY MCDCNAM 47010 PADLOCK NNGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON CUTLET ALL PACIK-JCRNT FITTINGS SMALL BE NTH CBCk JOINT. NOTE: ALL METER BOXES INSTALLED NTHIN CONCRETE OR. PAVED DRIVEWAYS SHALL BE CAST -IRCN EQUAL TO OLYMPIC POUNDARY. EXPANSION JONTS MUSH BE INSTALLED ON 00tH SIDES OF METER 00X, NO, RIB NOTE: THE CENTER OF THE Ha.E MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SOE OF MORE THAN ONE RIB. DRIL 1 -5/e' DMA. HOLE FOR MAR (AUTOMATIC METER READ) TOUCHREAD DEVICE - 2 -112' MIN. FROM NEAREST AND FRONT EDGE OF PIT LID .1 J ( IFI� PAN 1' 3/4" & 1- WATER SERVICE ADOPTED CO'P OP RBIYOR 4 TRI SAM 04J04 DWG. NAME: 13106 SP PAC WATER METER 8c SERVICE NTS Cramer Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852 -4880 (local) or 1— (800)251 -0189 (toll free) (253)852 -4955 (fax) E —MAIL: cniDcramernw.com FIRE HYDRANT SHALL BE COREY —TYPE EQUAL TO IOWA F -511D OR COMPRESSION TYPE SUCH AS GLOW MEDALLION: M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PATER NTH B" MECHANICAL JOINT INLET NTH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2 -112' HOVE CONNECTIONS NATIONAL STANDARD THIREAOS, 4" PUMPER CONNECTION CITY OF SEATTLE THREADS NTH A STOR2 ADAPTOR, CS75' SEATTLE THREAD X S' STORE, 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 N0, 5780 -563 DTM ACRYLIC GLOSS6 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. MAX MIN 18•:W 4' MI CONCRETE BLOCK UNDER HYDRANT CUT 18' TO 20' BEHIND BACK OF CURB OR 12' BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CLIMB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO, STANDARD 6" TOP SECTION 875° x 5' STOR2 NTH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DWO BR40 / PAGE 8080). RAISED PAVEMENT MARKER TYPE BB Ae STIMSONITE TWO -WAY BLUE .- CONCRETE BLOCKING MAIN LINE TEE. NTH 6" FLANGE SIDE OUTLET. GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT LE IRON PIPE, CLASS 52 CEMENT UNED, LENGTH TO FIT OCR- TFNSTEEL TIE RODS, SEE STD DETAIL FOR TIE RODS. 1/2 YARD WASHED DRAIN ROCK (3'TO 318') MIN, I' ABOVE 8007 FLANGE PLACE S MIL ' POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE- HYDRANT ASSEMBLY ALL ERR13UND S RADIUS 4.875 x 5' STOR2 HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT NTS CNE MAN ROCK 8 LEVEL ALL GROUND MIN T RADIUS FI LL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED QTY OP MIN= f f eldBDA/H1 PI,AWe T$P DRS: 04/04 DWG, NAME: 8102 SP PAGE: 13102 5- 354202 S' BUILDING SEWER PIPE NTH S" SIDE OUTLET 1:3:5 MIX CONCRETE BLOCKING PROPERTY UNE FUTURE BUILDING SEWER UNLESS a'IHERNBE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SAIXILE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEUMS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, 01 PIPE AND CI PIPE SEWER MAINS Aplc. TO BE COLE DRILLED. VITRIFIED i ".LAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED 'M 80° ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. S" SIDE OUTLET TEE KER MAIN N OTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25 COVER AT PROPERTY LINE OR 3 —S' 9LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SIDE SEWER NTS UTILITY CONFLICT NOTE CNW NavRarrw x n i 19 ,err LSK LSK DATUM LSK ' W OM U1E IF NOT ONE N.o 1 N0. REVISION BY DATE APPR NmawaP: scuE'cc°ImrwLT 211 MIN SLOPE MAIN TYPICAL SIDE SEWER ELEVATION STANDAM $WE SERER INSTALLATION (SEWEI( MAIN TO PROPERTY LINE) ADOPTED ONT 111 Ra1DM 4 RXAIMOA1m riAela IJED DA'18: Di DWG, NAME: 8078 SP PAGE! BG75 RECOMMENDED FOR APPROVAL BY:� DATE: BY: , DATE:1".Fwf BY: DATE: BY: DATE: CITY OF THIRD PLACE SHORT PLAT — z /a /c t RENTON FOR TARA TUMBER P __ Planning /Building /Public works Dept. WATER & SEWER DETAILS �j 2 "H 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON "SETA" SIDE WORDING WITH 3" HIGH o BLACK LETTERS. AND �i WINE WRAPPED AROUND THE STUD AND EXTENDED TO ME h TOP OF THE STUD. UNLESS a'IHERNBE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SAIXILE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEUMS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE, 01 PIPE AND CI PIPE SEWER MAINS Aplc. TO BE COLE DRILLED. VITRIFIED i ".LAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED 'M 80° ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. S" SIDE OUTLET TEE KER MAIN N OTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25 COVER AT PROPERTY LINE OR 3 —S' 9LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SIDE SEWER NTS UTILITY CONFLICT NOTE CNW NavRarrw x n i 19 ,err LSK LSK DATUM LSK ' W OM U1E IF NOT ONE N.o 1 N0. REVISION BY DATE APPR NmawaP: scuE'cc°ImrwLT 211 MIN SLOPE MAIN TYPICAL SIDE SEWER ELEVATION STANDAM $WE SERER INSTALLATION (SEWEI( MAIN TO PROPERTY LINE) ADOPTED ONT 111 Ra1DM 4 RXAIMOA1m riAela IJED DA'18: Di DWG, NAME: 8078 SP PAGE! BG75 RECOMMENDED FOR APPROVAL BY:� DATE: BY: , DATE:1".Fwf BY: DATE: BY: DATE: CITY OF THIRD PLACE SHORT PLAT — z /a /c t RENTON FOR TARA TUMBER P __ Planning /Building /Public works Dept. WATER & SEWER DETAILS �j