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HomeMy WebLinkAboutW-386002FACE OF CURS 4"2""" .. S ii2" t, %24 ..." T OP OF ? 1;2" R, ROADWAY r•.� v D CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE; OF ADJACENT CURB 6 112" FLUSH WITH GUTTER PAN AT SIDEWALK RAIMP ENTRANCE, 1;12 1:24 'lop OF R tA01NAY • l DE'P'RESSED CURB SECTION A T SIOEINALK RAMPS CEMENT C:OxNC:RE T F 1;2" Fi.. SID01VALK RAMP ?' I2 LANDING vARIFS w...,, r FROM .. _.� 3i6" G'If.EMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT Sit.)EVVALK RAMPS AND LANDINGS 'ACE OF ADJACENT C„ 1iFIS 6 12„ . SEE. DEPRESSED CI,1RS DETAIL THIS SHEET S.24 TOP OF 1„ 1;2,, n. ROADWAY ...1 DEPRESSED CURB SECTION AT RESIC)ENI'IAL DRIVEWAYS ONLY. FOR COMMERCIAL. DRIVEWAYS SFE STO PLAN 104,2 FACE O:: CURS Ei 1t2" .. FACE OF ADJAGE NT C ,IRCI a � '��, �., ,4 to POF ' ROADWAY GUTTER SURFACE t • R. A % 6 !,A" R. CEIMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL, AT" HESIOENTIAL Oft uOMMERCIAL DRI;1EtrVAYS, AND AU E'M'S GENERAL NOTES: 1. See sh3ndfiard plans'102 and 101.1 for curb axpan I(y,, aand € artlraclim. joint pa+ rx1. 2. Not used, 3. I ur Depressed Monolithic Onveway C;uits Gutter Section. see Standard €Mara 104.2 _N STD. PLAN " 101 + + Pt," 3 'iC WORKS KS CEMENT COHCRETE CURDSR ED, DEPARTMENT AVO Ott ITEM {aNCLUOf„?a SJ-104ALF RAMPSS 1 =a LE tat' PAv1Ea _..._. r I wriwAv wousReo I 3t5" EXPANS" ,JOINT (TY'P„� (� P.? � iS£E STa3. PLAN 1ti2 I € € `'� �.,Is£E srl PLAN 1i c) Ct:A161iT CsWiC11ETlw ` sIdEWALK f '_EE NOTE 5q j PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON LL , mom...._. CL3!•IST RUC:T ION JOINT .. _ SEE NOTE 1 ""� CEM E14T CONCWTE ' tiAMP MIIrM 1911:1 V B CURB 6 GUTTER SLOPE (TrP. r {BEE 1`40':'E 3) ^ 3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ; iREE STD KAaN 102, PLAN VIEW JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR) (SEE NOTE 42 VARt {a3�E Na LG t 8.31, MAX, VT NOTE D {'YP). tom, DEPRESSED CURB J< GlilleR - Curt* corac± rt ' ' isee NOTE 3) sWEWALK SECTIilN €3EE s?a7, PLlurt , �- 1:3' ti {TYsr SaK*WALK ARDTH asp V;FF r 1qz-Ncr Iry s; Wlv M. .... .... - t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav a:RIVEWArWrRELATIVE •n. W." TWE SLOK Owef, $F0.'i m Ex ncefulm r / For NOTES see STD. PLAN 104.2 S'I'D. PLW -- 144.4 PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY + ♦ DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED: s s C38, and C-MAXE (WITH BUFFER) TL. r r .CEMENT CONCRETE GUTTER r ,r We NOTE 3) CIN�Ni OW MONOLITFMC OONCIIN1�t IRE OETA L TliS SHW f TYPIE C2B M ISOMETRIC VIEW (OQWMII1111GIh,, WRH BUFFER) NOTE$ t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt Oft MIMMI 3W � INK ati0lp NM1rN Mneel (s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w oslris ik inst 16' drr mn wrn tpwft Wttsn drlwmy wWd smand W. 2, Seal silt. *n 102 tat sk's III d dabOL 3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft Sae Sid, plan 101 tictr a" 49 Ms. S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d 1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of 6. Not Uad. 7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS (1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw. PROPERTY LINE IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic ALL 90' TURNS SHALL BE ACCOMPLISHED FUTURE 6" BUILDING SEWER PIPE �;� BUILDING SEWER Ell .1 UJ _J z x 4" STUD MARKING POST PAINTED TEE WITH 6" SIDE OUTLET 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED > SURFACE CLEANOUT NTH IN 3" HIGH BLACK LETTERS AND #6 WIRE X CAST IRON RING da: COVER W WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. Of 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID, 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FORINSTALLATION) . ., h ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN NTH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). - C. PVC MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. v� 1:3:5 MIX tx �\�GO CONCRETE BLOCKING��- ��N tis NG�tE G� 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. E I: 4" SEWER PIPE I (TYPICAL) 6"x 6"x6" WYE PUBLIC WORKS STANDARD SIDE SEWER STD• P•,%N - 406.1 } INSTALLATION r4"CLEANOUT + DEPARTMENT i 1 PLAN (SEINER MAIN TO PROPERTY LINE) JANUARY 2013 PROPERTY LINE LL , mom...._. CL3!•IST RUC:T ION JOINT .. _ SEE NOTE 1 ""� CEM E14T CONCWTE ' tiAMP MIIrM 1911:1 V B CURB 6 GUTTER SLOPE (TrP. r {BEE 1`40':'E 3) ^ 3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ; iREE STD KAaN 102, PLAN VIEW JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR) (SEE NOTE 42 VARt {a3�E Na LG t 8.31, MAX, VT NOTE D {'YP). tom, DEPRESSED CURB J< GlilleR - Curt* corac± rt ' ' isee NOTE 3) sWEWALK SECTIilN €3EE s?a7, PLlurt , �- 1:3' ti {TYsr SaK*WALK ARDTH asp V;FF r 1qz-Ncr Iry s; Wlv M. .... .... - t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav a:RIVEWArWrRELATIVE •n. W." TWE SLOK Owef, $F0.'i m Ex ncefulm r / For NOTES see STD. PLAN 104.2 S'I'D. PLW -- 144.4 PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY + ♦ DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED: s s C38, and C-MAXE (WITH BUFFER) TL. r r .CEMENT CONCRETE GUTTER r ,r We NOTE 3) CIN�Ni OW MONOLITFMC OONCIIN1�t IRE OETA L TliS SHW f TYPIE C2B M ISOMETRIC VIEW (OQWMII1111GIh,, WRH BUFFER) NOTE$ t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt Oft MIMMI 3W � INK ati0lp NM1rN Mneel (s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w oslris ik inst 16' drr mn wrn tpwft Wttsn drlwmy wWd smand W. 2, Seal silt. *n 102 tat sk's III d dabOL 3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft Sae Sid, plan 101 tictr a" 49 Ms. S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d 1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of 6. Not Uad. 7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS (1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw. FACE Cr aim %OUR Ira C 11011 JCeft our am tiYJlb OETAE ata twuw tet ` a tun' : r _ lAr ft OF i......•. • , '. NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN JtTtN'tat INWJL K 1'IJLL Qr1aN OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic ALL 90' TURNS SHALL BE ACCOMPLISHED -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an BY MEANS OF A WYE AND 45' BEND. TWO z s , . F ~ - It �+,r ..-- VJWACE IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 45' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE . ., h LEVEL RIMS LOCATED BELOW THE ELEVATION Deportment. THAN 45' BEND). EVERY 2ND DEPRESSED CURS DETAIL 4" CLEANOUT WYE WITH AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS CHANGE IN DIRECTION OR GRADE w ' 45' BEND AND PLUG. 2. Types of pipe and fittings that can be used for sanitary sewers WILL REQUIRE A SURFACE = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - BACKWATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Deportment of Public Works. Rubber or CLEANOUT WYE. I W Z J I W z W Z HOUSE � a J � HOUSE �� J r HOUSE al HOUSE 0 0 aOf a a 0 a Z o C -�� 3 -0" MIN. SURFACE CLEANOUT E I: 4" SEWER PIPE I (TYPICAL) 6"x 6"x6" WYE 4"x 4"x4" WYE 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) SOFT r4"CLEANOUT 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR i 1 PLAN 4. For inspection of side sewer, call 24 hours in advance. The PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" PROPERTY LINE LOW ELEVATION HOUSE G (TYPICAL) PROPERTY LINE 3' MIN.`O z OR 1" i 6"x 4" REDUCER(TYPICAL) GALVAN!ZED t= -MAIN Z SEWER LINE?� PROPERTY LINE FROM THE HOUSE BUILDING DRAIN x FACE Cr aim %OUR Ira C 11011 JCeft our am tiYJlb OETAE ata twuw tet ` a tun' : r _ lAr ft OF i......•. • , '. NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN JtTtN'tat INWJL K 1'IJLL Qr1aN OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2 + ; + FROM PROPERTY LINE TO / , DEPARTMENT SUILDING CONNECTION SEPTEMBER 2012 8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic NOTES: -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an I. Prior to installation of a sanitary sewer connection, a side -sewer z s , . F ~ - It �+,r ..-- VJWACE IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permit must be purchased from the City of Renton Public Works xa < FLOOD . ., h LEVEL RIMS LOCATED BELOW THE ELEVATION Deportment. o DEPRESSED CURS DETAIL OF THE NEXT UPSTREAM MANHOLE COVER OF THE AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS zPUBLIC o w ' SEWER SYSTEM, A BACKFLOW PREVENTION DEVICE SUCH AS CLEAN CHECK EXTENDABLE 2. Types of pipe and fittings that can be used for sanitary sewers CHAPTER 4 = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - BACKWATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Deportment of Public Works. Rubber or `n Lam awovftwo INSTALLED. fi neoprene gaskets as specied by the manufacturer, sholl be m a� used on joints. 0 m 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) Z o C 12 , 3. A minimum grade of 2% (1/4" per foot) must be maintained w SURFACE CLEANOUT with 4" pipe. In the event a 2� rode cannot be maintained, the P P 9 M � 4"x 4"x4" WYE n a Cit owner must sign Y of Renton grade release form and then TYPE "K" SOFT 4" PIPING can install 6" pipe at a grade of 1%. 1 COPPER TUBING PLAN 4. For inspection of side sewer, call 24 hours in advance. The BUILDING DRAIN FOR inspection phone number is on the side sewer permit. Site LOW ELEVATION HOUSE must be ready for inspection and representative on site when IF SERVICE UNE TO HOUSE IS xz�3//4" OR 1" inspector arrives at appointed time. Side sewer and stub shall TO BE INSTALLED IN THE FUTURE GALVAN!ZED be tested per City specifications. Make the connection at the MAIN TO PROPERTY UNE 5'-0" 5'-0" house. Do not backfill the ditch until approval is given by the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic SIDE SEWER BUILDING SEWER 2'-6" tank has been pumped out and filled with sand. 3' -0" 3'-0"MIN. 5. Install side sewer with 2' minimum cover. 18" cover is allowed -TO I6. at the house if outlet is shallow. If side sewer stub is not available. The owner shall be or •� m a _ n �, a. $ o� � + x + responsible for its installation per standard drawing 406.1. All Co i max.= _ rn work within street right-of-way shall be done by a licensed and z o Orn -VI a rn 0 n 4 rn+ v = y Z r- 0 � '� bonded contractor. �OZ A inn r PzoA CX Z I ?m pX r= m rn m o ll C rn z 0 o W 7. All work shall be accomplished in accordance with the Washington ( zaaa Z$ O C) C -t : Z O = A r J0 !'� rn o m r O C O D D Industrial Safety and Health Act. (KASHA) � 'Jarn� pin n o C I 0 > S (n (n O zC zcnzc� c �c+ �� 8. All trench restoration for side sewers in the blit right-of-way 9 Y rn .0, rn sholl conform to the most current trench restoration st �z I a, W 01 D rn z requirements as in the Renton Standard Drawings. v X• rnm -Z o Chz500 rn 9. All building sewer and side sewers sholl have bedding in 4 x' tog rn y - 01 accordance with standard drawing 405. Cr.CC4 >U�„ 0 ��ME$ v z 2 m 10. There shall be a minimum 10 foot horizontal separation between �362ai a4� � rn V sanitary side sewers and water services and a minimum 5 foot -c horizontal separation between sanitary side sewers and Qlj other O o utilities. V) Z W W O O Z W=� U Q J m CALL FOR LOCATIONS BEFORE YOU DIG o C Z Z W 0 U 48HR LOCATORS 1-800-424-5555 Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2 + ; + FROM PROPERTY LINE TO / , DEPARTMENT SUILDING CONNECTION SEPTEMBER 2012 8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic 12" MAX -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an 0 b"W. s , . F ~ - It �+,r ..-- VJWACE 10. STREET STANDARDS = Rw ton Munkipef Code (RMC) ' Thk IV Development PAvAWmrls . ., h CHAFMR 6 STREET AND UTW" STANDARM -` Sedlon 4-6-M S1'RrE>E T STANDARDS DEPRESSED CURS DETAIL AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS DRIVEWAY STANDAMS a RI>oWn Munilelptll 'Cods (RMC) w ' Tide IV oswiopnlent lteti % ROM DtivExam TYPE CIS =Y CHAPTER 4 = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - CFTY VIDE PROPERTY DEVEu.»MENT STANDARDS, OluRlfflrratt.aAsls....,.,^.,.,.,.^,..._._._.,..,,._.,�......_,_.,_..__._....-._.:...,....._. 5er"r, 4.44= PARKING, LOADING AND DRfVEWAY Lam awovftwo REGULA710Ns t l' p). BNart1<•Nb ilWllur _ __ ............._...._..._ = PUBLIC WORKS CANT CtiNCRETE DOOMFUWAY Ol !! PLAN - 1Q4.S._.. DEPARTMENT -NO AND MITA +" - 'soma\ 12 Y4" --- 14" 2" 1 Y" 4 I---- 1 1 It - 12Y4"- 14" - CAST IRON RING �- RECESSED LIFT POCKET V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr SCREW 1 Y4" LONG (BRONZE OR S.S.) A- rA x 2" RAISED PADS ~` 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG B 45' (1/8) BEND 1 } 2„ 8" C3 X\G 14P �0 ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" 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 8 O 6 INCH CLEAN-OUT �''M'i R DEPARTMENT FOR SANITARY 94MUR MAINS SEP'PEMBER 2011 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) - 36" MIN COVER I NEW DUCTILE IRON WATERMAIN 9" MIN 'J TY j PR!VATr 12" MAX FINISH GRADE PIPING I P!P.N'� 12 Y4" --- 14" 2" 1 Y" 4 I---- 1 1 It - 12Y4"- 14" - CAST IRON RING �- RECESSED LIFT POCKET V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr SCREW 1 Y4" LONG (BRONZE OR S.S.) A- rA x 2" RAISED PADS ~` 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG B 45' (1/8) BEND 1 } 2„ 8" C3 X\G 14P �0 ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" 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 8 O 6 INCH CLEAN-OUT �''M'i R DEPARTMENT FOR SANITARY 94MUR MAINS SEP'PEMBER 2011 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) - 36" MIN COVER I NEW DUCTILE IRON WATERMAIN `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; 9" MIN 'J TY j PR!VATr 12" MAX FINISH GRADE PIPING I P!P.N'� 0 _Z ( IN UNIMPROVED RIGHT OF of t No0 -' ,� WAY INSTALL METER BOX AT -' 22-1/2' O `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; 'J TY j PR!VATr N O O PIPING I P!P.N'� 0 _Z ( IN UNIMPROVED RIGHT OF Z t C -' ,� WAY INSTALL METER BOX AT -' O O ' PROPERTY LINE WITH 12" ' O X ' LONG COPPER 'TAILPIECE. w ' 7> 0 SIDEWALK aI a� TOUCHREAD WATER m METER TO BE 12 , SUPPLIED BY THE z Q CITY > TYPE "K" SOFT o 1 COPPER TUBING ~ n IF SERVICE UNE TO HOUSE IS xz�3//4" OR 1" TO BE INSTALLED IN THE FUTURE GALVAN!ZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; is N O O c rr I--1 Uq CD ir a 0 z z I:r7 r C a 0 CD O O O O MM M 7> m UU U ( zaaa CC CC rx CL z z z 2 Cr.CC4 0 ��ME$ �362ai a4� ;/ 71. V) r V O r� 0 V ) J V) Z W W O Ln 0 Z W=� U Q J m Z U) o C Z Z W 0 U C) CN In O M et' � r N � ri. o 0 X N Ll. V)o Z N M M � MW �. LL.� _ O Vgo�� CL c ■ c O � 00 z ■ C� 3Q3N Z E00 0 W CM2¢ UZ- 0 � w O Z N V W = ■ a✓ aV V N I- LLI 00 w O Z �a Joe NO. 15515 DATE 1012611 *CALE 10-20' Dt'D Tam D1U NM XF TA A~VED TA *MET C5. 0 is N O O c rr I--1 Uq CD ir a 0 z z I:r7 r C a 0 CD 7- O M MM M 7> O M z z C 3 m M N O O c rr I--1 Uq CD ir a 0 z � I:r7 r a 0 CD rr D O a 0 CD rr D '