Loading...
HomeMy WebLinkAboutW-382002W SEE MOTE 7) LIV-ITS OF PIPE ZONE rr BEDDIN V'ATEPIAL FOR C , SANITARY SEWER PIPE ' 0.1) . lJ F X31 s SEE MOTE 5j f t l FCJN= ATION LEVEL a f J BED31NC FOR SANITARY SEWED PIPE NOTES: 1. PROVIDE i NIFORM SUPPORT UNDER BARREL. Z. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCE*'T DIRECTLY OVER PIPE- HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5- PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR BRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA 3RAVEL_ (5. PIPE MUST BE ANCHORED IN SUCH MANNER AS TO ENSURE FLOW LINE IS MAINTAINED - 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS pt" 9M. MTX - 405 DEPARTMENT FAR AAIAWARY NMMERS OCTOBER 2012 12 Xts - 14" I 22' 1 Y" 4 1 PIPE BEDDING 6, N.T.S. STD. PLAN -405 RECESSED LIFT POCKET )6" - 11 N.C. SOCKET HD SCREW 1 Y4" LONG (BRONZE OR S.S.) )I " x 2" RAISED PADS h1 1 �' _ 1 12 Y4" 14" CAST IRON RING AND COVER / / Lirx � t. •CONCRETE CLASS ill • i' EXPANDABLE FOAM WATER TIGHT PLUG 45• (1 /8) BEND I" \tip 8 `7 G� P� J� o PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND NOTES: 1. S" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS i Qs INCH C T DID. 409.i R DEPARTMENT FOR SAMTAIRY MBNA �- SEPTEMBER 2011 K'_5'*8 OR 6 INCH CLEAN-OUT 6. FOR SANITARY SEWER MAINS N.T.S. S1D. PlAll -X03.1 i:i"x24" PLASTIC VETER ROX EQUAL TO MIE-STATES ,LAcTIk , INC 3CF SERIES MSB -CF ' 324-18 WITH I "" THICK DUCTILE IH2GN _)IAMD]NU --LATE ..(,VER EQ IAL TC: %el_ -NATES �ILASTI(: S, INC. VSCR('-I �7�-R +HATH REAlDER LIC ANS 2" :^PIECE:. HOLE FOR T0_CHREA_; SIT 1-11 (SEE DETAIL A -A L" MAX FINISH i.RAGE r W 36„ MIN ,:-VER INEW >JCTILE IRD\ ' r A.TER�4 I N •A � S17 T. 1/4, SW 1/4, SEC. O5, 23 N. , R. 05 E., W. M. KING COUNTY. WASHINGTON > f CITY L1 17 INSTALL FORD C14-33 OR 44 FIYT a 12 Xts - 14" I 22' 1 Y" 4 1 PIPE BEDDING 6, N.T.S. STD. PLAN -405 RECESSED LIFT POCKET )6" - 11 N.C. SOCKET HD SCREW 1 Y4" LONG (BRONZE OR S.S.) )I " x 2" RAISED PADS h1 1 �' _ 1 12 Y4" 14" CAST IRON RING AND COVER / / Lirx � t. •CONCRETE CLASS ill • i' EXPANDABLE FOAM WATER TIGHT PLUG 45• (1 /8) BEND I" \tip 8 `7 G� P� J� o PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND NOTES: 1. S" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS i Qs INCH C T DID. 409.i R DEPARTMENT FOR SAMTAIRY MBNA �- SEPTEMBER 2011 K'_5'*8 OR 6 INCH CLEAN-OUT 6. FOR SANITARY SEWER MAINS N.T.S. S1D. PlAll -X03.1 i:i"x24" PLASTIC VETER ROX EQUAL TO MIE-STATES ,LAcTIk , INC 3CF SERIES MSB -CF ' 324-18 WITH I "" THICK DUCTILE IH2GN _)IAMD]NU --LATE ..(,VER EQ IAL TC: %el_ -NATES �ILASTI(: S, INC. VSCR('-I �7�-R +HATH REAlDER LIC ANS 2" :^PIECE:. HOLE FOR T0_CHREA_; SIT 1-11 (SEE DETAIL A -A L" MAX FINISH i.RAGE r W 36„ MIN ,:-VER INEW >JCTILE IRD\ ' r A.TER�4 I N •A � S17 T. 1/4, SW 1/4, SEC. O5, 23 N. , R. 05 E., W. M. KING COUNTY. WASHINGTON n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 IF SERVICE LI%E TO H;;USE IS 3/4" OR ' f CITY PRIVATE INSTALL FORD C14-33 OR 44 FIYT a x COMPRESSION C"U;i U\G f'Ir'IPi•" +'K'In� LLJ 1.2"x ?R;),VIDE SLACK IN COPPER 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i J I r_ I- IN _1NIMPR I'JE�O RIGHT '>F J IN L.1%Ei'.• AS � ART OF THE DETECTOR� MUELLER: .3/4 -F1 -247C-2 WITH A\4, -LE BALL VALVE N. INLET AND i 'NAY INSTALL METER 90X AT ;ORPURATI,0\ STOP NTH BALL VALVE, FO,23 COPF'ERSETTER FOR I" METER; F RD VEIH 12-' 5W-44-44(;, OR TADEREG THREA :. (C'(:':. QUICK -DINT ' PROLERTY LINE WITH ' 2" BOTH INLET AN=, OvTLET WITH QUICK , :INT. PADLOCK WINGS O\ t" FFi1G.,C- -{�; AY NC C1w1AL) �Ir ' � INLET ANCiALL VALVE AND SINGLE "HECK 'VALVE N "'OTLET. w • LONG ^!^"APER TAILPIECE. ; . A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH ALL METER 3C_XES INSTALLED WITHIN CNCRETE OR PAVED CRI'slE1AiAY5 'SHALL BE SIDEWALK FRCTH SIDES OF VETER 1�',�X- S: Fy_x3,f4' 8. CONCIIETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN IM11H f cz ^.,TTY � I n - {—Tr VAIN (FERNCO OR APPRIDVED EIOUAi4 r r -4 'r' -- ' ALL AFiJu\BLOCK EQUAL) OR CUT IN A NEW TEE USING RM COUPLINGS. 0. DUCTILE IRON MAIN - CORE -DRILLED VAIM A ROMAC SADDLE (OR :1 -- -TOUCHREAC WATER - 4 ~� E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE AT MAO&WACIURE'D KNOCK -OUT'S OR 1HE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- • MMETERTLO �3E A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? 60" ALLOWABLE MAX. FROV P.E. CROSS-C:ONNECTIGN cCNTROL FOR CAST IRON PIPE LCITY?> QUPDLIE% RY THE '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., a KITH INDICATOR �i)'ST INDICATOR CONCRETE BLOCKING j Z5 , �t►'�':�c rHI:TCFF VALVPE, TY -=E K S., FT 2% MIN SLOPE _ HORIZONTAL zN, ..LF' E � Tf;` E31 , SEVER .. 6" MIN. MAIN SEINER MAIN OF TEE AT MW Kn 2;5' Atm 45' TYPIC/4l SSE SERER STANCHIONS BOLTED TO FLOOR f E -, VI E v`v' �! jr n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 IF SERVICE LI%E TO H;;USE IS 3/4" OR ' f ` TO BE INSTALLED IN THE FUTURE f GALVANIZE- f' INSTALL FORD C14-33 OR 44 FIYT a x COMPRESSION C"U;i U\G LOOP 3tOitiN TO CEZ TERLINE f BUILONG SEWER df OF MATER MAIN TO f 1.2"x ?R;),VIDE SLACK IN COPPER 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i C QPf1ERSETTER F3H L/5"x.5/4" METER: FOR:: SERVICE LINE TU METER. ' VEiH72-15W-44-33G, OR !VcJONALD BRAS: 21-215,'A<C0033, OF IN L.1%Ei'.• AS � ART OF THE DETECTOR� MUELLER: .3/4 -F1 -247C-2 WITH A\4, -LE BALL VALVE N. INLET AND DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY SINGLE CHECK 'VALVE ' \,31+. TLET ;ORPURATI,0\ STOP NTH BALL VALVE, FO,23 COPF'ERSETTER FOR I" METER; F RD VEIH 12-' 5W-44-44(;, OR TADEREG THREA :. (C'(:':. QUICK -DINT McDONALD BRASS: 21-415WCOG44, OR VJELLER: '-B-247C-2 /'L" FBI-jf0-.=-0,' OR AY MC. 0\ -ALD 47G' i BOTH INLET AN=, OvTLET WITH QUICK , :INT. PADLOCK WINGS O\ t" FFi1G.,C- -{�; AY NC C1w1AL) �Ir ' � INLET ANCiALL VALVE AND SINGLE "HECK 'VALVE N "'OTLET. a ALL FITTIN• S SHALL HE WITH DUIC:K JOINT. Nk TE: A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH ALL METER 3C_XES INSTALLED WITHIN CNCRETE OR PAVED CRI'slE1AiAY5 'SHALL BE CAST-IRON EQ; AL TO OLYMPIC 170ur\DARY_ EXPANSION JOINTS M+ASH 3E INSTALLE% ON FRCTH SIDES OF VETER 1�',�X- S: Fy_x3,f4' n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 NOTE UNLESS OTHERNASE SHOWN ON PLAN. SIDE SETTER SHALL. HAVE A MMNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHCHEVER IS LOWER. sTw�ww� sMs s�wrt M. HM - 4fti � Pumc "°sxs �wia�►TaN napr MwM ro Y uNs► r STANDARD SIDE SEWER INSTALLATION N.T.S. STD. PLAN - 406.1 FREC.AST C:OA_RETE iAGLT -MTH 3 - 4,'x 2' ONE EACH `BILE _. PROPERTY LINE z C.,;NNECTION F �? SSTANDP11'E +NTH x CRELVE-) -",''- E(?UAL TO : UTILITY 4 A APTEF, FL `_ 8"x -�x ', 3'-Q.. a • FV1tJ1E 6" BLMLOING SEVEN PrE I BUILONG SEWER VO,GNTED N TEEL ='LATE -,VER PIPE FL.), 1.2"x y� /y O TEE WHIT 6" 31K URET 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i SURFACE CLEANOUT NTH IN 3" HIGH RACK LET70M AND I5 NYRE ir CAST MIDti 1" 4 COVl1t r THE BY-PASS ASSEMBLY SHALL 3E \ \'. ``�� M>IlIIPPEC AROUND 7W STUD AND ST TO g {1 AJORDAN MI0111 WaNtS EXIENDED THE TOP OF THE STUD. IN L.1%Ei'.• AS � ART OF THE DETECTOR� PRODUCT NO. 003673M opt If DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY APPROVED EQUAL, SPECIFY L. �n .moi -.)Sy __ ? -� / — 3ENSSRII ;( TR 1. L;t METER 2 FGR Es` ASSEMELY ` WTH ICE RECISTER i� ,s /2' `, "SEMER" ON UD). 6" WE >EWZR AiBi (SEE SID. PLAN 403.1 FOR TTY �IvATE y: INSTALLATION ONLY) i�'IVG 'THING ' ACCEPTABLE PROCEDURES FOR SLOE SEWER CONNECTIONS TO MAIN a LINES ARE AS FOLLOWS: TEE 'W_x FL`' � A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH `.:. r; )` BE N-_` FL. A NEW TEE USING FLEXIBLE COUPLINGS j 4`,A x MS i TE VALVE r� (FERMICO OR APPROVED EQUAL). S: Fy_x3,f4' 8. CONCIIETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN IM11H f cz ^.,TTY A NEW TEE USING FLEME COUPLINGS - {—Tr VAIN (FERNCO OR APPRIDVED EIOUAi4 r C. PVC MAIN - CORE -0011 LED WITH A ROMAC SADDLE (OR APPROV0 -- ' ALL AFiJu\BLOCK EQUAL) OR CUT IN A NEW TEE USING RM COUPLINGS. 0. DUCTILE IRON MAIN - CORE -DRILLED VAIM A ROMAC SADDLE (OR CONCRETE APPROVED EQUAL) - 4 ~� E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE AT MAO&WACIURE'D KNOCK -OUT'S OR 1HE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- STRUCTURE SHALL BE CORE -DRILLED. A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? 60" ALLOWABLE MAX. FROV P.E. CROSS-C:ONNECTIGN cCNTROL FOR CAST IRON PIPE ::"- 3'-8" LONv ASSEMBLIES PER DEPA;2TMENT `)F OR DUCTILE IRON PIPE. '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., 3000 PSI MIX +�G KITH INDICATOR �i)'ST INDICATOR CONCRETE BLOCKING j Z5 , �t►'�':�c rHI:TCFF VALVPE, E:..IAL FAINTEu. ?E ). OR o" FLANGED j,PLINL 2% MIN SLOPE AEAI TER E(':_ AL T0 ' :OMAC HORIZONTAL 6" SIDE OUTLET TEE SEVER FLARE CAPS 6" MIN. MAIN SEINER MAIN OF TEE AT MW Kn 2;5' Atm 45' TYPIC/4l SSE SERER NOTE UNLESS OTHERNASE SHOWN ON PLAN. SIDE SETTER SHALL. HAVE A MMNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHCHEVER IS LOWER. sTw�ww� sMs s�wrt M. HM - 4fti � Pumc "°sxs �wia�►TaN napr MwM ro Y uNs► r STANDARD SIDE SEWER INSTALLATION N.T.S. STD. PLAN - 406.1 FREC.AST C:OA_RETE iAGLT -MTH 3 - 4,'x 2' ONE EACH `BILE _. 4"x 2 ' 1./2" FIRE 3UARTMENT COUBL HINGED STEEL PLATE ,'OVERS. DIME`wSICAS �', C.,;NNECTION F �? SSTANDP11'E +NTH x CRELVE-) -",''- E(?UAL TO : UTILITY 4 A APTEF, FL `_ 8"x -�x ', ._ BREAKABLE CAST IRON H.vSE CAP - :'A , q 4"xt"xF" RIALL HEAD TEE, FL. -. LT E L +.• %NE EACH SI )E EQC.AL T:f (;RINNEL T:r.-CH REAL) 'IT Ll� SENS,' ;? FV' 'L: a MTH HOSE (,A:'S Fla 1J.1-5.1 VO,GNTED N TEEL ='LATE -,VER PIPE FL.), _'AdNC TYPE `)RAVITY GPERATED C'. THRC;,;GH 2" GIA � . FL Z•-0" L`)� �:. `1EE<' ::HECK VALVE, FL EQUAL TO i)!?ILLEC HOLE 1\ _.' i M�.ELLE? _ A-2600-6 WITH 3ALL r THE BY-PASS ASSEMBLY SHALL 3E \ \'. ``�� DRl."' VALVE AT 30TTOM IN L.1%Ei'.• AS � ART OF THE DETECTOR� r � INSTALL Er-;,XY NCV -:SHRINK DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY GRC°. T (TPF'. j L. �n .moi -.)Sy __ ? -� / — 3ENSSRII ;( TR 1. L;t METER 2 FGR Es` ASSEMELY ` WTH ICE RECISTER i� ,s /2' `, -- . C�' ' ,l E, FLx FL. .`'(:` LIN; F_:? .. ASSEMPLY 6"& Vii" ASSEMBLY. E" SHORT TTY �IvATE y: C RA�OIt... 9,. BEVD FL- i�'IVG 'THING ' j; 'C" ASSEMBLY 90' 8"X6" 11■y a REDJCING BENCI FL TEE 'W_x FL`' � VALVES AT THE TIME DF INSTALLATION TO CENTER `.:. r; )` BE N-_` FL. -- j 4`,A x MS i TE VALVE r� ' S: Fy_x3,f4' f cz ^.,TTY (• T'^ Bid LD1 G - {—Tr VAIN -__ r 4m-� -- ' ALL AFiJu\BLOCK OEALAAAN INSTALL GALVANIZE:! LACCER FOR ACCESS CONCRETE r RE LIRE'). - 4 ~� FL x V, A_)APT0•2 a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- 3Y -FASB ''CVA Mi,ST 3E TESTED SATISFACTORILY -3Y A -)E• T_ OF HEALTH .CERTIFIEDnAGKFLO �►r , A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? C' A�5EN13LY 1 J"x U x8"TEE FL 9" ASSEMBLY 8"x$"x$ TEE. FL. a" FROV P.E. CROSS-C:ONNECTIGN cCNTROL ASr;EFdF3LY C °xC»x6' TEE, FL ::"- 3'-8" LONv ASSEMBLIES PER DEPA;2TMENT `)F - - ;:TEFL LAsDER '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., 6"- 4'-` " L'ONu KITH INDICATOR �i)'ST INDICATOR CCJDLE -":HECK VALVE ASSEM13LY P! 'T VALUE SAME SIZE AS D00113LE IN: LJDES TWO RESILIENT SEATEL) ;.HECK; VALVE (VUELLER CL. CR rHI:TCFF VALVPE, E:..IAL FAINTEu. ?E ). OR o" FLANGED j,PLINL AEAI TER E(':_ AL T0 ' :OMAC _. 1 E+' C-{ �i'' fI _TILE IRON CLASS 52 NIPPLE 'IPE. FLARE CAPS E'.�ENT LINE:, LENGTH TC FIT. T UCH kEA) --'IT LII; `._,ENS"'R VCJNTEr � N ti STEEL L --)LATE 2 VER THRO;, tH 2" PIA. N TE: c f'RILLEC HOLE IN z•• C m z m l .. ' n o Tyr 2 LCYCsATE VAULT 1\ -)LANTING AREA. \=GT IN �'A.^:. it S" PIPE, �. 4" AN ,.} x r L ., GER BEV 5 AN , TEES TC: .E _:AST � r � FL x S,-R,Eh IRON CEMENT L14EE -er FO,4 1 ASSEV-±LY Z u 'N 'O'RAf?Y '.=0HT t FOR F' ASSEMBLY i TEN 5_SHALL BE PROVIDED UNDER 2 o ASS , .�. " POR EM31-Y VALVES AT THE TIME DF INSTALLATION TO CENTER -- THE PIPE IN VAS LT :'PENIN:;. AFTER COYFLETE S: Fy_x3,f4' INSTALLATION REM',?VE THE TEM;'ORARY S+uDPORT Tk L METE- 1h1TH �''-1" i� --- -__ r ANS; INSTALL k -t- JSTABLE FIFE ' .JP+='==^RT ICE REzI-I�;TEIR -- INSTALL GALVANIZE:! LACCER FOR ACCESS C;" MIN. ,RAIN T') UAYLICHT (;R :TC)RNR.AIV SYSTEM WITH - 4 ~� :y AFTER FIELD INSTALLATICN, VAIN ✓DIC A ANL: •^ATCH H.ASI\ !_,R MANHOLE _._._.__ :`,-•.• t 6" 9C'.' H3ENI:: FL - 3Y -FASB ''CVA Mi,ST 3E TESTED SATISFACTORILY -3Y A -)E• T_ OF HEALTH .CERTIFIEDnAGKFLO �►r , - ;. � -t., ; _�� .�ALVAVIZEG ASSEMBLY TESTER. TEST REPORT T': BE SuBMITTEC - - ;:TEFL LAsDER TC CITY OF RENTON RATER UTILITY ENGINEERIN., , )EZ'T. 'PLOP TO ACTIVATION OF NEk LINE. :.'a,tF=.CTEG F Ot_.NGATI3^a 1-01 - i:- INSTALLs'RA' ;%" FLAT<E TEST .; )()KS MTH iQ" GRA.b FLARE CAPS ' AU UsTA3LE STEEL 'IPE S ."CWT STANCHIONS BOLTED TO FLOOR E -, VI E v`v' 6",8"& 10" DOUBLE DETECTOR CHECK SSD. FIAN - M.2PUB1IC WORKSASSEMBLY WITH STANDPIPE OUTSIDE DEPARTMENT INSTALLATION MARCH 2010 3 6'; 8" & 10" DOUBLE DEECTOR CHECK 6. ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION N.T.S. STD. PLAN - 360.2 LANE LINE MARKING 7'-8 1 a w. STANDARD VEHICLE WHEEL PATH 3' 4.5' 3 MIN. MIN. WN.t 1 1 ACP CLASS* MIN. ' . �( MIN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE i EDGE OF PAVEMENT, - OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W OR CENTER OF LANE LINE 2.5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'_ NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT _ ADOPTED crnr or 111IMM" ♦ ( • STA DAD PLAW ---% IST DATE: 02/05 02/2005 MODFIED MOTES DCV DC DATE WOOF" NO ES REVISION DG GZ DWG. NAME: H032 SP PAGE: H032 ('7_'_TYFCAL LONGITUDINAL PATCH AND 6. OVERLAY FOR FLEXIBLE PAVEMENT N.T.S. STD. PIAN - H= RE ISTE}1 _)HALL HE TC --H SEA) IT LI - 4" ,"�T I%L;K ATOS CALVE TR-I'L' AN,' HE I\TELLi:�E \T f_'0 fiMU,\L�A.TI :.'N , V.IxVI_,': 'AINTE) HL.tE ENCC ER TYPE { I E . VETE` MUST RE.A..L IN CJ. FT. 2 Z,' SHACKLE R?JS SER TTY `. :F <ENTC)\ SPECIFF ATICINS EN_ 'v 4 1,- 3E\ , 'IAT' INSTALL IN TEST P'FT A. 2"x2" TEE "M,xFL I 1 LF J_ BRASS \IfFLE ''=:LTH !"ATE ALE :FLxlf, - - • r'f A RESILIENT z SEATE,, 13<t.� i 'ATE LADDER`+hITH .'ALVE AN:. r a - 4` FLx`:1. A :TOR — �. P T 3AB_-. R , - /. 4 FLxi. , A� APTC < 'ER ::=SHA �- , 2' 21 fwlf-- _ _ T -ik)ILiAN(; OXY '' K E .i Y N�.- SH INK 4' TEE 7771 l -1 WEL'E`) STEEL I:LLA v '_'ITY 'RIVA-fE Tc,;,H SEA.. IT LI. Mc JNTE_. ' f. R ;TEFL LT E .E THK. , :H i,. _RILLED H`.LE IN COVE_. L DC;ATE HOLE 2"-' )EA WAN -31LOCK FR,)V EC..E CF FIT LID , N , 16s = TEE <E +IRE WITH ,'FL SHACKLIN" TO TEE PRECAST :_C\',_ -RETE vAI,LT i41TH 3"x:5" HIN3E STEEL � L .TE vE c T -I E 11VENS1�\5 4'-b"x _ "EQUAL T", :-1'17!E INC CR + TILITr LT MTH r3° DIAM'GN7• F=LATE SE\ra: ` MODEL S1Ck? RADIO SEA_ 'IT SET SENSL'q td I NTEF= ::N =.TEEL -LATE TW ' 'IE: E ".WST IW"'% ''.AL.E -0X, � F," 4 ,; i i,ATE VALVE (FLxFL` ­',.SERHR^:� T.H i" VIA- ;% EL .ALT )LYMPf F '_ \UI<Y _.,. V;'h KI�;INti; STEM WITH HAI.) WHEEL ' ,RILLEFI HC;LE 1\ ::C"✓ER STAN,AkI S" T F _iE:;TI„\, WITH P” M -ELLE ;- i8i`-6. RE;). LAR � Ap E SECTION LENGTH TO FI_ F." `FLx71E: ::EVENT LKEG D4 -TILE IRON Pl=>E 'CLASS 52 3' LGN . WITH LGLLAR 2C" F?(_M P E. EUJAL T'; TH2SE SJP`LIE:) 3Y PA_AH' 4" ALvE N'_.T EXTENSIG\ IF fE -_IRED =+kC 8 e; -.AGE s<79i: y: \Igy . ¢' X14 .',ATE NAL-vE e L x _ Tf 'FLxVI' EQUAL T:? Z a I' I���t ELLER r "' A- 2zS-._-. T-ALINC' FL:: W a lii' 12" ARC,.,ND :,TTY P41VATE + _a C., ;:)k 4" 'Ex'E �(yG, i LINED STILE IR;3\ 'IPE 52, LENGTH Ti FIT. Q M%I1 � C 2 CLAS, •1" OR 3 WATER METE-? FL) i' EQJAL Tr' SZENSJS IWWSMII�METER WITH T, U1--HREA2 ATLIU I C.E -?EGISTEF SENSOR 4 C' STH WHEEL HRH E L Tl I � I - STABLE v 1 FLEXIBLE FLANGE-, + t � ..... TACLE STEEL FEET, ZE:,ISTE-i- F01 i" METE{. <E,.);'E AT'E S.1 �^RT C,'LING AUA'TOR, ROVAC 'AETE� 'AiTH 4"X� " FLxFL (`_'NC;ENTRI`: STAWHI N 3C'LTE'' .A''PF~ VEL' EWr AL. T FL! CR ,,EVERA.L NOTE ALL METE�`_� A". iA .KFL';A-+E-vE\TI )N 'E K1'E (':)M31\ATI t.1S ARE Ni)T _.H,, 4N JK IN( L >EG IN THE TAtt r.i:` ` )ETAIL jFA'WIN. S. IF YC:ii t PARTI ' L; < CMRIN: TK;^, I:, N ;T �.H ;tM\. AN Az criVE, I,F?A'fiJl\C, :TILL E +xEC,:_.I?E; PY THE _.TILITY )EFT. F:,"? ITS INSTA:LLATIOT•.. THE ' �INCIr'AL RECJIREMENTS 'ESA IA ;'AI_.LT =1ZINS LRE THE LEN* TH OF FITTING_ _'1 THEIP '-LEARANC,E FLOW THE vA,.LT -ALLS, ftvHl";H C;LE FA\; E `;HALL 3E =. VINIVJ/ ::F 7" Fk:,::v THE EN_;5. t\' THE ` II E ':LEAKAN 1E 'SHC:.L : ;E AS TY='I.;ALLY S -H :tai'\ `;N THE VARIC::_. S STANf;ARG -�ETAJL`.`' NOTE: )EA:'VAN -iLOCK _}HALL HE :ESI tE • A,c' IN::TALLE) S:: IT FEAR_ AGAINST ]�.FFIC:IE' T „' :I`_;T!J?HE EA :TH n.; T:; ::..FI',`kT THE DESIC\ED THPJST. + PUBLIC' WORKS 3, 4"& 6" COMPOUND DOMESTIC SM. PM - 320.4 ♦ � DEPARTMENT WATER METER ASSEMBLY MARCH 2010 4 6'; 8" & 10" DOUBLE DEECTOR CHECK 6. ASSEMBLY WITHOUT STANDPIPE OUTSIDE 1NSTALLATION N.T.S. STD. PLAN - 360.4 W-381001 5-381001 • 1 icy.■► wwft bMow. CaN before you d'g. UTILITI'CONFLICTNOTE• CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFWW THE LOCATION, DAWENSION, AND DEPTH OF ALL EXISTMIG UTILITIES *WTHIER SHOW ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYMMG THIS HORIZONTAL AND VERTICAL LOG4TION PRIOR TO CONSTRUCTION. THIS AND THEN SMALL NMCLUDE CALLMIG UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE D(MMMG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSWGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOC4TKM OF S40 UTiUTIES AS R-3810 15 CITY OF RENTON APPROVED BY: DATE: II IF APPROVED BY: DATE: APPROVEDBY.• I ✓6*01 DATE:9/llll5 SHOOW ON THESE PLANS ARE a4VD UPON THE UNVERNYD PUBLIC 1 Ismousts" Cts. NNFORUMTION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, INSIGHT CONTRACTOR SN4LL CONSULT WM ICOMPANY TO P.O. BOX - 1478 RESOLVE ALL PROL91LEMS PRIOR TO PROCEEDING WfrH CONSTRUCTION. EVERETT WA 98206 2 2ND BUILDMrG RENEW i BUILDNlC PERANT SU811M7TAL REV. W. DESCRIPTION (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. BW 08-19-201 RENTON, WA 98056 BRK 04-06-201 INITNLS a4TF TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 015002518 SE 1/49 SW 1/43, SEC. 05, T. 23 N., R.05 E., W. M. LEGACYRENTON DWG FILENWE DESIGNED BY- DATE. SCALE: JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 N.T.S. 13-0623 SHEET .� a•1Jtoo 7 UTILITY DETAILS C6.1 Vvv F1, � z D c r Z C m z m C CA Ga D O 1 D o r Z C I r C CA Ga CA O n � t i f ' I � Z u 'N O D o r Z C CD p r C CA Ga CA O n � t a z f ' I � Z u D 8 ' � � t rn a � .