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HomeMy WebLinkAboutS-327703I..L w I- W w U w Y Q I_ Z) r0r^ vl mill 11 - OO Q �4;�•1��!� 1. 2' TAPPED TEE 2 B' LORD % 2' BRASS NRT•IE MOH ll•EADED ENDS WO. 1 27 DOUBIE DISC GTE VALVE (tt OPFNNG FOR TAPFAIG) WRIT 1MEADED ENDS SOUAAE f ATNG MIT. AID VALVE MIT EXEJl9GN F IEpIRWD (DNG ER4e/Mp B II A LEN PECE CAST MON VALE£ BOX STAIDAID Y TOP SE1.•IION WI1H REQRAR BASE SECBaL LEaoTX m W. wo' T1PE CONA M 2' BRASS BUSHPD WT X FlPIT. tpD1H DiEADFD T BG(AyaCKpi 2 -fp� ASS OR BRalff &_. (FlPT Y TE�U. a 2' SOFTn % GGFPRBSBa+.PR1N,Q FDBD GE.-p OR Da,AL T. 2• SOFT WPPER TUBNC TEPE 'B"DI m M. a 2' PACK-JBNT W E.I. FOR FORA L44-n OR EQUAL n 27 QUSIOM5ETIER " BY-PASS FORD 4TH n -128 X 17 -a3 1�F OR EQUAL WRt BANDED ANNE VALES AND PAODCK IWDS ON RBET. ND m`XE aE0( VALE£ OIi/1ET. BNL VK4E ON BYPASS WTH PADLOO( WNGS a1SION5ETm sfl LL RAW %WTK L NET AND OINLET. 1n RIGID METER SPIEAOER m ff SIFPLm AID IRSTA N IETEA SEOFR BY CONIRACIOR 11. WATR FRIER 91/41 BE SWi1FD AND RSDVLED BY CT• OF IENTON AEON PAYYFM OF AIL RELATED WATER METER FEE ARD SADSFAOIORY ARS9RE AAD PMett TSR 12 17'X2r MUSTS MEIER BOX, MIN 3/9' S aAMOD- X CGVFR EQUAL TO FW 1NE NEIFR SEAL W. N0. 2T. IEIFR 80% 9iALL BE D0(11WHpEITSYAO®. 13. lIE AIOPEAIV ONMR f50N % FP W FQt ANY IR'Z'F55ARYP bAPTATIW OR FXIF_ OF WATER SEWX. 1. Y TAFPED TFE 2 f t0N0 x r BRAn6 I tE - T ADED ENDS OW I. a r DOMM ORC GIE VALW (FULL OPE1E10 FW TAPPNG) WiX THREADED ENDS• SQUARE OI 11%1 MIL AND VALVE NIT FXIDI9OR F RFAiEED (DWO ER4e/PXM B99O} w TRD PELF CASE IRON VALVE BOX WT ARD r NIP SECIIGH NIIH RDXXAR BASE SECTION. IaDIH m M. *Uw TYPE c""R. S r % t -t/z' Fnc Rua Nrsrlc pvr x FRED. 2 FA01 i ti BMS' 9DI� IFIYES r I _M DNEI➢FD FADS 2 FAaI t- t/1' -OD• Titil4 0t Olial� E180'p M x FPTI n 1 -1/r (IPA z CDR EBTNa FaD cBl-eE a+ Ed1AL 91FT caPPm T11BIN0 IriE x. LENON m m n f -f/r PAOF.I�TT q DL FOR FORD La4-n 0t FDUAL 0. 1 -1/T' aISTOY5ETIEA Will Br -PwSS Ftxm 1RFI ae-tm x f }3Ae' at EmA4 WOR Fw11%D ANOE VALVE AND PADIJxx WNBS a1 NllT AID ANaE 0Ea( VALN: AIL[ BALL VALES a WWASS WIH PA[ROW 1MIOn CUSmYgT1EA SHALL HAVE 4IIIIICAL NIET A!D OUTLET. IM MOD TEIER SPIEAUER m BE 9NPUED AID INSTAUm N IEIFR SETTER EY cDN`MU IOR 11. IWaR tllFFf 9WL>f 9A'TIND AID N ALID BY CRT OF BENIGN IFOII PAYMENT OF ALL RN.Am 1AATFA SEER FEE - SMI9NmORY `1 MU E AND AIRTY TESTS t2 tYXle' OONOEIE fE1Elt Bal 111II1 S/e' SI DLAI aD -RATE COMOt E`IU& m iOD 111E FRIER SEAL Ca Na 2T. YEIER BO% 9TUe EE DOGE STAC.M 11 1 -1/r cawW1D (oomIRa 9aF x FFD M 1-,!r PLUG (t FARO O-1-5t5 m EQUAL IE FROPFAIY OWER 6 RESPOM'8lE FOR ANT NEPbINtT ADWTAAOM QU E%1FN90N DF MAIfR SEANCE 1 -1/2" & 2- WATER SERVICE DETAIL LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK "perDLnD n � ' BTAFDABD P1ANE .O ul Dere: la/9a as r DWG. NAME: BR42 SP PAGE:8107.1 DATE REN610N BY PR 2" WATER SERVICE DETAIL SCALE : NTS Cs. 3/4" SQUARES SPACED - 3/4° I ( CONCRETE AS INDICATED - HT. 1/8° n��`. CLASS 3000 d OOO❑ pO 4-3/4" O 1" 17'4 RAISE -1/2" FIBER JOINT WIDE BORDER PACKING 1 •• 10° 45• (1/8) BEND V. PIPE MATERIAL AS SPECIFIED 8-3 4° BY THE ENGINEER 1_1/4•• 1/2" 2" 5 /8" �! Y r• � 8" - 15" PLUG TO BE SEALED CAST IRON BIN. AND COVER IN SAME MANNER AS MAIN SEWER JOINTS. INGUUNIMPROVED AREAS POUR 1' -0' THICK a INCH OR B INCH CLEAN -OUT III G SQUARE CONCRETE, CLASS 3000, PAD AROUND ADOPTED RING AND COVER. crrr OF a®DnH IN ASPHALT ROADWAYS RESTORE AROUND CLEAN WT RING AND COVER AS REWIRED BY STANDARD DETAIL D(jANNG BR36. L�sr ne�TBA li�Es 1 DATE I AFe.F REVISION 1., PR DWG. NAME. BW18B SP PAGE: B076 TYPICAL CLEAN -OUT DETAIL SCALE : NTS Cs. A F4 t%J ' 0IS TONAL rl EXPIRES El/_2 22006 1. RAMP AND -ROACHES �� MINIMUM is* 32 IN. C�CE FRO OBSTACLES INCU FLUs is' S. © Ala ®� DOME - (SEE DUAL BE-) EXSPA�SIGN joINT TRICK CEMENT CONCRETE SIDMALK TO OR RADAL TO CURB RELURNS UNI_ESS 4. RAMPS SUALL BE CDNMUMD AT 12:1 CORRESPONDING SO- LOCATIONS ON OPPOSITE SIDE OF �EEIS "M RAMPS ARE CONS111- ON ONE SIDE '�- FIRE HIDRAIR WALL BE OCREY -TIRE EW& m IOWA F -3110 QT COIFIi5510N TIPS 9101 AS ODW YED Y ! X B2B 18' TO 201 B81IND BACK OF CM BAw munm'»sm" LFNnp3N 2W Wlx aK I IlAracAL JpNI THAT I a ��T m CURB � I}utiTO�EAL°1is�vvioo� sP 2 -µ1 TpLCayEClary aF T�yE % S BNRRR AAM MRI STM•E554 B'� GBIE�A° WI m,; cou1Py��FO�IN�pt£Y Wm. 3 um 3' W 1 -t 4• PFNTAGOI CPEAAi•1G NUT. FIRE HDDR/M m BE IE(DLAR 3ECBR7 1pg1H 10 Rr. V 1E NU P 1WIN 11q COA15 OF PANT PI®tVA1DE ® AS RECIARED ($EE DW4 9T40 /PAGE BOW PANT Nn SAFETY Yi1LDW OR APPIIOIED EQUAL MIN 2 RA19D. PAVAIXT,YMION 11PE B0 AB FUIFIX CQIE pCROi lD FAfE ROAOMAY A:.'�.Y. 1 �SM19xi1E 1110 -WAY BWE FeE XYdtNIT ERIEN9011 m eE U'.FD F IEa1F$D. i 42• WI CO10ElE BLa3GN0 BURY aNaEIE 9DaMD I p- E VKx ' .£ E (R A 0% H 1M eD • FLANCB SIDE C1N AWA C-SOB fE7FN. SEAT S�X! W &Alllt'NL NMI! M UB*`" m W TRO 3/r TtiOTJ( Au.. wom f/3 QU. Ya MA9ED BRAN Roar (3' m 3/!') W Y RAIKS FIRE HYDRANT ASSEMBLY 1 Y SIONIZ �1W Y R SUN° �E 1 orE YAx Raa 1 e� .� pL FIRE HYDRANT ASSEMBLY DETAIL HYDRA =. LMARON IN CL OR FlL ADOPTED x AN aw aMMm.:mlmMlm +TM IpV m � LsT DArz. a /96 e s IYH..e .Plt. DCV m 6 .fad l RM m DWG. NAME: BR24 SP PAGE: 8102 DATE REVISION BY PPPR FIRE HYDRANT ASSEMBLY DETAIL SCALE: NTS C6- 4* PRAISE AND VANED GRATE 6 4` �F OR12" OItEp W \t \��,,IIOIOPI FORC Twop aAR HOOPS FaR 1r RECTANGULAR ADJUSTMENT SECTION NOTES 1. AS AN ACCEPTABLE ALTERNATE TO RBOAR• HIRE MESH HAVING A,MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN KNOCKOUTS 2 THE KNOCKOUT DIAMED:R SHALL NOT BE GREATER TRAIN 20'. KNOCKOUTS. SHAD. HAVER WALL 7HIC, SS OF 7 MINIMUM TO 26 "MAKGU.. PROVIDE A 7.6' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE, AFTERTHE PIPETS INSTALLED; PILL THE GAP WITH JOINT MOtiTAR. IN ACCORDANCE WITH STANDARD SPECIFICATION MS' 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL BE 5'. 4. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOVrN OR CAST INTO ADJUSTMENT SECTION. S. THE PRECAST,D 9 SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS MAY BE- SLOPED AT A RATE OF 1:24 OR STEEPER S. OPENING S14ALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. PIPE ALLOWANCES MAANDM PIPE WTERIAL R4910E DIAMETER - REINFORCED .OR (6 -ING SHALL BE MINIMUM 4 z 4'. (REFER TO FIG. 3 -008.) SECTION- ROLLED CURB Ail b ��. PLAIN CONCRETE 72' IPV, 6: RAMPS SHALL BE CONTRASTING COLOR OF UGHT TO.-1 \ /� ( \�� ALL METAL PIPE '15' OR DARK m UGIH AND COLORING MUST BE AN INIEGRATEO �p PART OF TIE RAMP. J E.35• IL CPSfiPt _ (STD. SPEC. 8-06.20) 12' SOLID WALL WC.. �•O yfBpi tE0. a `�w �- 43 BAR EACH CORNER I I (STO. SPEC. 9-051 15„ 2(1)) 1F MN. PROFILE WALL PVC 15. {xvRES JAr L zaES SECTION aE (STD. SPEC. 9.05 12(2)) S (- -� J •CORRUGATED POLYETHYLENE. CATCH BASIN TYPE i E.35' \ /\ Y MR HOOP STORM SEWER PIPE z.3s• \ / Z.ss/ :as• g p STANDARD PLAN 61 ET1 OFfeHEET I.35' O E.SS' K F PIINIGT -7 �•u -03 PRECAST RASE SECTION r i1 SOUA E PATTERN ° SQUARE PATTERN CATCH BASIN DETAIL - DIAGONAL ALIGNMENT PARALLEL ALIGNMENT TRIANGULAR PATTERN . SCALE : NTS G6. PLAN TRUNCATED � DOMES /�M>D Nin®Depart I fTlanspprta[ion iI fWPPr 1� Rpads6 I DWlsipn 3_16 ?- ty Cons4uet un Standards CHECKED FOR COMPLIANCE CURB RAMP DETAIL TO grY STANDARDS SCALE: WS Cs. Date Date Date REVISION 5 11 -18 -05 DAS Rem sT E w1E HOPoEOMAILL 19a31e91. SOUTH LAKE CENTER 5 -31 -OS E; 1 -1a -os Das E� 1 ° =20' 6a ,} CITY OF 5 2 -20-06 DAS °AS RAINIER AVENUE SOUTH JJ3 RENTON RENTON, WA 98055 AT °mom DATUM GARB PlannBnq /BuOdinq/Publlc works Dept DETAILS mRGC6.1 DATE APPR PR 6AS nR=y SET: 8 GF:8 SCANNED OCT 2 7 2006 p p (S 3211v3) FR" �lj -1