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HomeMy WebLinkAboutW-417818NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. GD v Q Q LW F— ,�LQ� I.L LU J O U) O NET INNHA N I 00 N T— I� N I y I 1 D.]"T 4 BLUE REFLECTIVE PAVEMENT MARKER, SFIMSONm MODELC080RECUAI, PLACED FROM ROADWAY CENTERU N E AS INDICATED BELOW r MARKER I 1 T I MARKER HIS I� I I FOUR LANE ROAD OFFSET MARKER rMARKER SI111 +L T I — ON SIDE OREM WHEREME RANT IS WITHIN 20' OF A MAJOR STREET, ISLE MARKER %ALL BE INSTALLED ON THAT MAJOR STREET AN I� I I FIVE LANE ROAD OFFSET MARKER PUBUCwoRKS FIRE HYDRANT ASSEMBLY DEPARTMENT PAVEMENT MARKER © O r ISO r p! pq �iTIIIII�YYI�'�� pp ��.�z�l�■��4\ INYY�ILi� _lam'_ �n�l•I4�IL�L�•r LM�•1�� O O ��a�lioilllA_II��I�II+IIII■II�_III�■o■I�a ac ON10 .. l�IIII- O F3 1, VALUES SHOULD NOT BE INSTALLED I N AREAS WITH WHIM TRAFFIC. 2. ALLINTFRIOR METALINCLUDING PIPE VALVFS,AND FITNNGSTO BE PAINTEDWITH TWO COATSOF EPDXYASAPPROVED BYTHE ENGINEER. USE TNEMECSERIE5135CHFMBUILD MODIFIED POLYAMIDEEPOEV. APRY PER MANUFACTURERS IN51RUCTO5. 3. VAULT AND MATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO ME CITY FOR APPROVAL. 4. MR3- AND COMES, USE 2" BYPASS MATERIALS AND FOR SO USE 3" BYPASS MATERIALS AS INDICATED BELOW. , RS , C INSTALLWATER METER RADIO & GATE" UNITS INACSFA XAREN PANELSWRN MINIMUM 6- SEPARATION. MATERIALS OMETER AMI WATER METER ISm5U5 OMNI WE IT INTERNALSTMINERI NINE IT RADIO AND BATTERY UNIT 2- GROSS NIPPLE (MIPTMAIPTI,6"IDNG,CONNFCEEDTOTFSTKWTOF COMPOUND METER 1" SULMORP(MIPTXFIPTL NERD FBIONXI OR EsUIU, FOR 3" METER O METERTFSTPpIT OR 1W BALLCORP(MI PTrtIPB, FORD F01]IO6,14L OR EQUAL FOR V AND V METERS 7U K' AMPRR IMIPTMANSTI ZK'CMRNM © ADMEM FuNGEOWUPUFWAOAmEq MEWF NGESFRIES2= OREOML OPIPE CLASS 5=DI PIPE(PERL) OE VALVE III GATE VALVE (HAVE) WHEN XANOWXEEL O PIPE SUPPCRR ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG xW OR EQUAL WITH BASE BOLTED TO FLOOR OG SERVICE SADDLE (2)2'NPi LWDLESMEEH-0LAIR MODEL 3130R EQUAL OR (2) GI TEE IMIML) OH BYPASS VALVE (2) 3' BRASS GATE VALVE HPT)OR(2) 3- WE VALVE(FUEL)WEN 3- THRLWED IIPTI FLANGE OI BEND (2)2'WMNDOR(2)3'WMND OE BYPASS PIPE x' GALVANIZED PIPE EPOKY COATED,M3- GALVANIZED PIPE, EPDXY CRATED 2- MOMENT FlANGE&W VALVE RUdFIPO WITH PADLOCK WINGS, FOOD BF31-7]1W-NLON EQUAL OK BYPASSMETERVALVE OR 3N2' MERCER WENT T BRASS NIPPLE © BYPASS METER Z'AMI"ME METER WITH RADIO AND SECTION VINE, TO BE PROVIDED BY THE CITY OM METER FLANGE 2-METER FDWGERLxFIPTL FORD CEI OR EQUI T HOI REDUCER WHEN Z'BASS NIPPLE ON UNION Z'TWO-0ARTUNIpl Ofl 3'TWO-0ARTUNION OO TEE 2- TEE OR 3' TEE OPLANING 2-01C BUSHING OR 3-Idle BUSH NG WHEN 31V PLUG Oq WATERMAIN QASS 52 DI PIPE WITH R6TMINED HOME ® WALLFDWGE MI OWAN PI PE RESTRAINT WENT CONCRETE BLOCKING PER STD PUN 350.7 OS CONCRETEVAULT OLDCASRE PRECAST VAULT, MODEL NUMBERS PER TABLE BE LOW, OR EQUAL MINIMUM A- NOT FLOOR DMIN, SLOPE TO STORM GRAIN OR DAYUG XT TO DMI NAG E DEUI WHEN WIRE OT OMEN MESH RODENT SCREEN AT DRAIN WTLEG SEAL PITS PENETRATION WITH WATER -TIGHT GROUT O ACCESS MATCH TWO LOCKING HINGED ALUMINUM MOM, TRAFFIC -RATED, WITH SLIP- RESISTANT TREATMENT, MARKED WATER', LW PRODUCTS MODEL NUMBERS PERTABIE BELOW, OR FAUN. OV UDDER GALVANIZED STEEL LADDER SECURED TO VAULT PER WED PLAN 350.8 OW GRAVEL FOUNDATION GRAVEL PER WSCOF STANDARD WEOFIGMN5, 12' MINIMUM ALL DIRECTIONS VAULTRAUDELNUMBERS m ME VAULT BAREEPIECE CENTER PIECE pin ACCIESSHATICH PUBLIC WORKS 3", 4", AND 6" WATER METER DEPARTMENT HYDRANT MARKER LAYOUT 13 391 NTS - 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY NTS FINISHED GRADEIDNA 5"TO IB" 6'MIN II T y R " T MIN AS 1 DAMN 3 NOTES: 1. NRANDVACUUM RELEASEVALVEA EMBLYMUST BE INSFALLEDATTHE HIGHESTPdNTIN TIE WATER WIN. PRIME HIGH POINTFALLS IXALOCATONWHERETIEA55EMBLYGNNm BEINSTALLEQPWO DEADDRRENALDE OFMNNTOCR WTE EHMHPOINTATA MOUTON WNMEME ASSEMBLYOW BE INSTALLED. Z. DOI METER BOX OU6IDE OF MEEK AREAS, BEHIND THE CURB. F MATERWS g O CORPORATION STOP I- RALLCORAWOUTLET, P WITH WATAPERED (OCTICCT INLETANDCOPPER DEPEND FORD FB5M-MNL OR EQUAL OB SWINGANNT 1-BRASSWINGJOINT © PIPE v' TYPE -W SOFT COPPER TUBING O COUPLING VSFMIGHTCOUPLING IMIPT A PMKJOINO, FORD CBI-0I, MUELLER 111542& OR EQUAL 2 O GATE VALVE 1-BRONZEGATE VALVE,THREADED, REOWHEEVALVE NO. YQOHIO BPASNC 2500,OR EQUAL O UNION 1'WORKS UNION OG PIPE 1-MASS NIPPLE AN&VACLUM 1' AIR AND VACUUM RELEASE VALVE ASSEMBLY, AFCO W. 143C, VAL-MAIL NO.201{ OR OUSPIN CUR, '� OX RELEASEVALVE OR EQUAL g ASSEMBLY OI PIPE 1-GALVAMEMD IRON NIPPLE O BEND 1'91E'GALWAHZFDIRONBDID OK UNION 1- GALVNBZED IRON UNION © PIPE v' GALVANIZED IRON PITS, IENGTX TO FEE g M (1)rXl-OEM REDUCER SWIXGJOIM O (=)r W STREET ELLS HJ ON PIPE rGALVANIZED IRON PIPE LENGTH TO FIT, FIELD LOCATE OO BEND r MW ROOM BEND, OPEN PATTERN O STRAINER FBEEHIVE STAINER O METERINDUNDLID METER SEEK, WHEN METER BOX LID, ARMORCCSIAYM969RCIHT, TO READ M ® GRAVEL 11C'WASHFDGAVEL SITE. PUN .3a4a Pu&uc woRE 1"AIR AND VACUUM RELEASE ,C- DEPARTMENT VALVE ASSEMBLY I CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSF m.,. - 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL UP 09/03/21 JSF ZLN AS NOTED 1R HAD IMAL B°� 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/21 JSF owu TJP/MDR 1" AIR &VACUUM RELEASE ASSEMBLY 16Ca11811 H�,CEP UE • twDbusinessdaysAT NO DATUM NTS — before yob dg `rc@VNF IF NET ONE INCH NO. REVISION BY DATE I APPR MMAElH,, MINIMUM BFMINGARFA AGAImTUHDI3IURBEO501LI5N' PIPE PRESSURE O O © O O SITE (PSp A„ x/I1) 1/IILYFI 1/Ix1E1 NONE NONE 3�N 3/I21 YI=1 VOL) VIII NONE 6^ 4/PI 3/IA 3/(I) Vhl 1/tluKl 3�ao WI41 W(31 3/Ixl LUI VBOfI B., W s /11 s3 /11 43 /11 LRI W11 3m 1WI01 Msl WI41 3/(xl x/Ill ]tl' xa0 1WIB1 B/I61 W141 Wkl x/111 33 I6/111) ]1/(]) 9/IB) 5/I3I 3/1]1 1x• zW1111 IUIB) s/ICI 5/131 3/131 x�so W1161 v/O31 f3/IBI ]/(sl 4/131 14" =AI>31 =WILLI wlel WNI WI=1 xso 33/Ixal xV1161 IW11x1 B/I61 5/131 �.. xao x9/I1s1 xl/Ilel 1W1111 B/(61 s/131 xx6 3y131) x3/I161 ]]/11x1 3/161 5/131 18• xm 3WIz4) zWlvl z•g131 1WID 5/III m• zm as/Ix31 3UIx11 xW11s1 13/(8) ]/I41 ]0" xW 6M1/143) 46/1301 36/Ix3) 10/Ilxl 9/I6) 900 BEND 45' BEND A 9v CAP / PLUG 22j(f'�BfBEE�N D�Q TEE \1111,,1 J/a BEND • VALUES BASED ON MEE BEARING LOAD OF JLDW/(ZOOO)ME B V i "' MUCK OR PE SITE BEARING IOAO P5F1 MULKORPMT B SOFTCUY I'M xD zmu MIND AND GRAVEL 3,W0 CEMENTED WITH WY 4,000 HARDSMLE 101000 NOTE: 1. MINIMUM BEARING MESA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE AND SOIL CONDITIONS, x. FITTINGS SHALL BE POLYWRAPPED PRIORM POURING CONCRETE BLOCKING. A. CONCRETE BLOCKING SMALL BE CAST IN PUCE AND WILL HAVE A MINIMUM OF 0.25 W BEARING ARUAGMNTEMEfmING. A CONCRETE BL NG SHALL BEM AGAINST FITTINGS ONLYAND SHALL BECLEM OF ROBINS TO PERMIT TAKING UP OR DISH NG JOINER 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATICTET PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPEMTNG PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALLCONmF1E SHAM RE MECHANICALLY MIXED. JOB SITE MIXING, HANDMLCED CONCRETE AND MOBILE CONCRETE MCFE An NOT ALLOWED. ]. IN MUCK OR PEAT, ALLTHRUM SHALL BE RFSTMINED BY PILES OR TIE RODS TO SOLID FOUNMTON OR MUCK OR PEAT MAKE BF REMOVED AND REPLACED WERE BALLAST OF SUFFIQEmSTANIm'M RESOMMUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. ® STD. Pux. B3D.a PUBLIC DEPARTMENT R HORIZONTAL EKING DEPARrmENT FOR HORIZONTAL FITTINGS lcpff 36015th Avenue, Suite 1600 Seattle, WA98101 iW.633.5822 www.xpff.com V CITY OF ' FENTON Planning/Building/Public Works Dept. CONCRETE BLOCKING FOR NTS S-417818 W-417818 R-417894 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 WATER UTILITY Laafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD r7KRENTON, WA 98056 6.34 WATER AND SEWER DETAILS 94 43 O N O O O N Lfi O M O O 0 O N Q J00 M M M O O O T a 1