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HomeMy WebLinkAboutzW-3973SetON O-1 M M N N N �O tel' O O 0 cx CL 0 0 A SDMH #8010, TYPE II RIM EL=372.16 II 8"CMP(N)IE=367.98 18"CONC(E)IE=367.84 12"CMP(S)IE=367.01 ?�"(")'''^('^1)IE=366.49 HY9-S-00260 R 390 370 360 \ / vv w w / CB #8011, RIM EL= 72.k ---____8�CMP(S)IE/369.85 / SD� SD /SD SI w/ 6 P� 61/ \ y ® -x173 _ h S SSSS4 � 11 EX/STNG 8" SEWER MAIN F HiDfiANT ASSEMBL Y IN L PED AREA / PVA PER S PLAN N0. 310.1 \ i� S, EX/STING 16" TRANSM/SS/ON LINE \ 6" /E 37S 07 :•: •: •.::•::::::::::...::,�`�-� :::;�:;::� �:;:;�:• , � CONNECT EX. SEWER MAIN l EX/S G METER TO BE / SS H N1 8056 " � �:5 � �•�:::: :� CONNECT TO EX. SEWER MAIN l # / �� / 6 /E 37$.149 / •••••• •••• USD IRRIGATION. RI EL=397.46 6 /E 375.07 I f.:;;:;;::;:;;.� 16 � WATERLINE w w � w w w ANNEL-390.50 :..F;::i1U- -w ::::.''.I / t5" W, OUT / :•::::`::::(..,...... / / 2" W�TERLINE / L CA DI �EL=39 .03E :::: ??:? W, OUT :::_.". w 8„"CMP(5�E-389.40 w� w w� N- r... w w / w :::....':::::':.., SD SD - ......SD D"::: _ SDSD - SDSD / is 6f 00 7f 00 PA VEX NT RESTORATION 1 f 11.00, 7.60' RT AREA PER STD. PLAN 1-12"x8" TAPPING TEE (FL) H032-1 1-8" TAPP/NG VAL INE (FLxM✓) CONC. BLOCK/NG SEE STD PLAN NO. 300.1 II 2f85.22, 9.00' RT 15' PUBL/C WATER 1-6" CAP (M✓) GRADE ®�' (TYP.) I I EASEMENT FIRE 1 -BLOWOFF ASSEMBLY PER STD PLAN NO. 340.1 � o / CONC. BLOCK/NG ^� ---- 8" D.1. WA ----------- „ = - "- - �0 / _- _ f TEE ----- - 1 " WM & PR (TYR) (PER RIM J87.20UT � M; ° ° STDD, PLAN N0. 340.5) ,, 6" IF 384.04 ° ° ° i -------------------------J - - (° / P I RINE YP I ------ � 6" CLEANOUT � �,, •-_- R/M 387.13 -384.04 6" CLEANOUT VERT SCA 6" If RIM 388.42 _ r -- - - �, 6 CLEANOUT 6" 1E 385.22 / � j - - - - - � a. RIM 388.35 r 6" D.1 WA R MAIN JJ 6 /E 384.22 °a 1 Q --- l 6" CLEANO T l 7LF "PVC ®--- i 29, IN (TYP) a d a� ° 7LF 61P 0 29' MIN. TYP.) 6�, CLEANOUT RIM 388.17 C2 RIM 388.10 6" IE, 383. j3 a 6" lE 383.7 I I I,titi ° o / 6" CLEANOU ; v ; 6" CLEANOUT RIM 387.44 I i °� - �0 i RiGf 387.38 �6" I 6" IF 383.56 --41 --- ° --- a< --- ° ° r------ '` IE 383.56 6" CLEANOUT N° a® a/ R/M 388.59 � a i a° a / 6" IE 382.48 6" CLEANO�T �� r, ® a I a a , ° d \ ' 6 CLEANOUT RIM 388.56 _ -- r--- o - - CI RI 389.63 6" lE 382.4 = --- ° a �- -- ° i i - ------ 6" IE 382.66 6" CLEANOUT �, I 6 CLEAINOUTI 1 R/M 388.34 RIM 38 47 \ 6" IE 382.00 " 1E32.66 , - i � 6 CLEANOUT /6" CLSANOUT R/M 389.82 6" lE 382.17 RIM 3 8.12 » 6 /E/ 382.00 / r m moo, \�� �® , 1*57.11, 9.00 RT i , © i �° �, / / 1-8"x6" TEE (FL) 1-8" ADAPTOR (FLxM✓) » 6 CLEANOUT 0 1-6" GATE VAL INE (FLxM✓) R/ 389.19 5 LF 6 Dl 6 If 382.17 FIRE HYDRANT ASSEMBL Y I 1.5' ROW �� - - - - --� ° A --- 1-8"x6" REDUCER (FLxFL ) „ I- L° ° ��� `� ° L - - - - J 1-6 GATE VAL VE (FLxM✓) DED/CATION - -- - / �' \ CONC BLOCK/NG 6 P� 61/ \ y ® -x173 _ h S SSSS4 � 11 EX/STNG 8" SEWER MAIN F HiDfiANT ASSEMBL Y IN L PED AREA / PVA PER S PLAN N0. 310.1 \ i� S, EX/STING 16" TRANSM/SS/ON LINE \ 6" /E 37S 07 :•: •: •.::•::::::::::...::,�`�-� :::;�:;::� �:;:;�:• , � CONNECT EX. SEWER MAIN l EX/S G METER TO BE / SS H N1 8056 " � �:5 � �•�:::: :� CONNECT TO EX. SEWER MAIN l # / �� / 6 /E 37$.149 / •••••• •••• USD IRRIGATION. RI EL=397.46 6 /E 375.07 I f.:;;:;;::;:;;.� 16 � WATERLINE w w � w w w ANNEL-390.50 :..F;::i1U- -w ::::.''.I / t5" W, OUT / :•::::`::::(..,...... / / 2" W�TERLINE / L CA DI �EL=39 .03E :::: ??:? W, OUT :::_.". w 8„"CMP(5�E-389.40 w� w w� N- r... w w / w :::....':::::':.., SD SD - ......SD D"::: _ SDSD - SDSD / is 6f 00 7f 00 PA VEX NT RESTORATION 1 f 11.00, 7.60' RT AREA PER STD. PLAN 1-12"x8" TAPPING TEE (FL) H032-1 1-8" TAPP/NG VAL INE (FLxM✓) CONC. BLOCK/NG SEE STD PLAN NO. 300.1 1+00 1+50 2+00 2+50 1 REVISED PER CITY REVIEW NO. REVISION m 390 m 370 360 3+00 3+25 DSV BY o CB #8019, TYPE SOUTH / 116f" DRI VE RIM EL=392.82 (PURL IC RIGHT OF WAY) 8"CMP(N)IE=387.33 18"CONC(S)IE=386.76 18"CONC(W)IE=386.52 /- HYD -5-00259 LEGEND 390 SCALE: 1" = 20' 0 10 20 40 EX. SURFACE TEXT EX. CONTOUR MA✓R EX. CONTOUR M/NR PROP. SURFACE TEXT PROP. CONTOUR MA✓R PROP. CONTOUR M/NR SURVEYED: DAP SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: VMG, DRAWN: LGW /18 18 SHY CHECKED: ONE INCH DATU M MAY AT FULL SCALE IF NOT ONE INCH DATE AP P R APPROVED: SHY SCALE ACCORDINGLY HYD -5-00258 Sf 0� 0 - + CITY OF RENTON Planning/Building/Public Works Dept. ygIDEKO ��77 11 �F WA_SS'i • �'A A. y o• A�o� FFG S 46R&O4�1� FSStONAL ENS\ S -Z -/g STANDARD UT/L/TYNOTES GENERAL 1. ANY Df -WA TIONS REGARD/NG THE WA TER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE C/TY OF RENTON, UT/L/TY D/VIS/ON ENG/NEER FOR APPROVAL PR/OR TO IMPLEMENTATION /N THE FIELD. 2. ALL WORK AND MATER/ALS SHALL CONFORM TO THE STANDARD SPEC/F/CAT/ONS AND DETA/LS OF THE Cl TY OF RENTON. WATER AND SEWER SPEC/F/CAT/ONS AND DETAILS SHALL BE THE SPECIFICATIONS AND Df -TAIL /N EFFECT ON THE DATE OF APPROVAL OF THESE CONSTRUCTION DRAWINGS 3. THE CONTRACTOR SHALL BE RESPONS/BLE FOR LOCATING ALL EX/STING UNDER- GROUND UT/LIPES. CALL UNDERGROUND LOCATE SERVICE, 1-800-424-5555 FOR UT/L/TY MARK/NG. 4. NO WORK SHALL COMMENCE PR/OR TO A PRE -CONSTRUCTION CONFERENCE A T THE Cl TY OF RENTON. 5. COORDINATE WITH LANDSCAPING /MPROVfYENTS. NO TREES SHALL BE PLANTED W/TH/N 8 FEET OF WATER OR SEWER IMPROVEMENTS. WA TER 1. ALL FIRE HYDRANTS SHALL BE COVERED WITH A BURLAP SACK UNTIL THE WA TER SYSTEM HAS BEEN PLACED INTO SERVICE. 2. FIRE HYDRANTS SHALL BE EQUIPPED WITH 5" LOCK/NG STORZ CONNECTORS. 3. EACH UNIT SHALL HA VE A MIN/MUM OF A I" DOMESTIC WA TER L/NE. 4. THERE /S A 15' PUBL/C WA TER EASEMENT AROUND WA TER MAIN AND FROM THE WA TER MAIN TO AND AROUND THE WA TER METERS. SEWER 1. SIDE SEWERS SHALL HA VE A MIN/MUM SLOPE OF 2% 2. NEW SAN/TARP SEWER MA/NS SHALL BE PLUGGED AND NOT PUT INTO SERVICE &W TIL L/NES HA VE BEEN CLEANED, FLUSHED AND TESTED. W-397302 5-397302 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN PROJECT NO. 16114T ENGINEERING • PLANNING • SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY %,% WASTEWATER UTILITY * Abdoul Gafour 05/18/2018 dchriSten 05/21/2018 DEVELOPMENT ENGINEERING rnair 05/17/2018 DATE: SEPT SANITARY SEWER AND WA TER FIELDBOOK: 2017 PLAN AND PROFILE PAGE DRAWING N0: C5.01 SHEET: 12 OF, 22 PROPOSED FIN/SHED GRADE ®�' (TYP.) FIRE 6" D.l. WA � o -- ^� ---- 8" D.1. WA ----------- TAPPING _- _ f TEE ----- - i CAP A SSE, M✓ W BLOWOFF V8L Y 2 6' ------------ i -------------------------J DR/V WA Y HOR/Z. SC E.• 1 =20' VERT SCA E.• 1"10' 1+00 1+50 2+00 2+50 1 REVISED PER CITY REVIEW NO. REVISION m 390 m 370 360 3+00 3+25 DSV BY o CB #8019, TYPE SOUTH / 116f" DRI VE RIM EL=392.82 (PURL IC RIGHT OF WAY) 8"CMP(N)IE=387.33 18"CONC(S)IE=386.76 18"CONC(W)IE=386.52 /- HYD -5-00259 LEGEND 390 SCALE: 1" = 20' 0 10 20 40 EX. SURFACE TEXT EX. CONTOUR MA✓R EX. CONTOUR M/NR PROP. SURFACE TEXT PROP. CONTOUR MA✓R PROP. CONTOUR M/NR SURVEYED: DAP SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: VMG, DRAWN: LGW /18 18 SHY CHECKED: ONE INCH DATU M MAY AT FULL SCALE IF NOT ONE INCH DATE AP P R APPROVED: SHY SCALE ACCORDINGLY HYD -5-00258 Sf 0� 0 - + CITY OF RENTON Planning/Building/Public Works Dept. ygIDEKO ��77 11 �F WA_SS'i • �'A A. y o• A�o� FFG S 46R&O4�1� FSStONAL ENS\ S -Z -/g STANDARD UT/L/TYNOTES GENERAL 1. ANY Df -WA TIONS REGARD/NG THE WA TER AND SEWER IMPROVEMENTS SHALL BE SUBMITTED TO THE C/TY OF RENTON, UT/L/TY D/VIS/ON ENG/NEER FOR APPROVAL PR/OR TO IMPLEMENTATION /N THE FIELD. 2. ALL WORK AND MATER/ALS SHALL CONFORM TO THE STANDARD SPEC/F/CAT/ONS AND DETA/LS OF THE Cl TY OF RENTON. WATER AND SEWER SPEC/F/CAT/ONS AND DETAILS SHALL BE THE SPECIFICATIONS AND Df -TAIL /N EFFECT ON THE DATE OF APPROVAL OF THESE CONSTRUCTION DRAWINGS 3. THE CONTRACTOR SHALL BE RESPONS/BLE FOR LOCATING ALL EX/STING UNDER- GROUND UT/LIPES. CALL UNDERGROUND LOCATE SERVICE, 1-800-424-5555 FOR UT/L/TY MARK/NG. 4. NO WORK SHALL COMMENCE PR/OR TO A PRE -CONSTRUCTION CONFERENCE A T THE Cl TY OF RENTON. 5. COORDINATE WITH LANDSCAPING /MPROVfYENTS. NO TREES SHALL BE PLANTED W/TH/N 8 FEET OF WATER OR SEWER IMPROVEMENTS. WA TER 1. ALL FIRE HYDRANTS SHALL BE COVERED WITH A BURLAP SACK UNTIL THE WA TER SYSTEM HAS BEEN PLACED INTO SERVICE. 2. FIRE HYDRANTS SHALL BE EQUIPPED WITH 5" LOCK/NG STORZ CONNECTORS. 3. EACH UNIT SHALL HA VE A MIN/MUM OF A I" DOMESTIC WA TER L/NE. 4. THERE /S A 15' PUBL/C WA TER EASEMENT AROUND WA TER MAIN AND FROM THE WA TER MAIN TO AND AROUND THE WA TER METERS. SEWER 1. SIDE SEWERS SHALL HA VE A MIN/MUM SLOPE OF 2% 2. NEW SAN/TARP SEWER MA/NS SHALL BE PLUGGED AND NOT PUT INTO SERVICE &W TIL L/NES HA VE BEEN CLEANED, FLUSHED AND TESTED. W-397302 5-397302 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN PROJECT NO. 16114T ENGINEERING • PLANNING • SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY %,% WASTEWATER UTILITY * Abdoul Gafour 05/18/2018 dchriSten 05/21/2018 DEVELOPMENT ENGINEERING rnair 05/17/2018 DATE: SEPT SANITARY SEWER AND WA TER FIELDBOOK: 2017 PLAN AND PROFILE PAGE DRAWING N0: C5.01 SHEET: 12 OF, 22 la 1 LRIEFTCiEP55OC DKET - I FC1aA �E DIAMII3%f" LE77-ERING "SEKFt"FEpD)C�EWE=�_�j 2) BQLT 50a (ALLEN 5/c." - 11 1.5 STAINLESS 5TEE. R. PA3TO9911Z3Fr� al� 1 - ,• 10-1/2"�� ASPHAL- �rr q 1/2 --I 2-1/4" 30-T DETAIL CAST IRON RING AND COVER 45' (1/6) BEND 45' [ /13) aEND SAND OR EXI,ANDABLL FaAm PIPE MWERAL A5 SPWFD) BY THE ENONEER NOT '!5. 1. 8- AND B' CLEAN-OUT RINGS AND CO%CrtS' ON SE14ER MAINS SHALL 3E EAST wCHwm IRON 'MIOF2KS, INC_ NO. 3590 (PRODUCT NO. ft -A x9603) OR APPROVE] LU115L CLEAN OUT SHALL BE A VATEPR T-GHT ASSEMBLY. 2. IN UNNPRQ1CD A,RE0, POUR A 1'-O' 1HICK, 2'-C' SQUARE CONCRETE, a -ASS 3000, PAD AROUND A -IF RIN-0 AND CaVFR. STa. RLA111 ' ��.1 PUBLIC1IVC)RK$ I 1#" OR 6" CLEANOUT DEPAIRThlErrr FOR SANITARY SEWER MAIN E f't i I{ Eft SEWER MWw _-5HCOL (LENGTH AS IAEtt)W: S 9" 3CS9CR STLeE I FUTURE 4' 90E SEWER STUD MAIMING PGST PARTED SEVER MAN 'IEE is 8" TEE I 67 CA P'i %MITE WITH THE WCR7 'SEDER" EITN0IFD N 3' HIGH DLACK lE 114113 ANO 46 µIRE I I 51RAFPCD AROUND THE STUCI AMD EKTENDM TD THE TGF OF THE STUD. -O]UFiNO (TYP.) r I I 1'XS'XG" SURFACE Q FANCUT 167H CAST IRCN FdhS, AND M oU (EAST JORDAN IRON 'AICR'S* PRUVJOT HO. DDW7102 OR ' I AFPROva7 EQUAL, `vEi:IFY 'm)mm' ON DD), Q I (SEE SD. PLAN 403.1 FOR INSTAU.A71011,' I f --------- --------r-� r------- EAGLE 1HFaEFDLD CLEAN -061T ADAPTER HIIB `---' EIEFo A6 & FILL+(,. (OR APMVLD E9UAL) I� CIJ FRID IrE: sTINC SANITART -� tikFR MAIM 10 5 FUTURE 4' 5917E ;ESKER i 5E141R 5 3 ICxc-xa" WYE FUTURE VK 4" NLuuc+�.N `WAER MAN SIZE X V T= A. VITRIIIEP CLAY 'd+UN - Cul IN h NLW PVC 'TEE' LISINC 'S"RDmr_E;A - F,EISBLE COi I;¢5 [FERNG4 -cR APPROVED EODAL). 91. CONCRETE MA14 - CUT N A NEW PVC "EL' URNO 'STR090-BACK.' FLEXIBLE [,:511 (FERNW 8k APPREAED EDJAG C. PVC A QNDD PVC WMN - CUT IN NEW r -X USING RIGID COUPLINGS OR CORE-,DR7LUFn KTTH A ROWAC SADDLE (OR APPROVED EQUOJ-). D. 13LK- E IRON LCA9N - CORE--ORILLEO NT4 k FIIIWAC SADDLE (GR .APPRa ED EMAQ E. NANHO-E COMEM-ON - ALL CUNMECTIONS TD MANIIDISHALL EI.' AT WAUJFACTURF-D KNACK-0L11R OR THL S1116CIML SHER=- ALL 9O CT9RILLED- 3[170 Pq wl% - OQN;:T{EIL J} EAO2i1NG X r' jpY+•34."I I---'*-�-c- 154fi.0E J- •HOICLNNIAL S" IEE U' YFL 9=1172 SzR: qNN iFAIN DLWCR=TE 51-0O3NG hNGLE OI ILE A7 MAN 9ETTWEEI, 43' AND 45' IYPIC6L SIBE SEWN N : LINLE39 OTIIERMISE SHOWM £CI PL.APL SIDE SEWER SIAL HAWF A WIxIWUW 2.S' GOVER Ar MOPERTY LINE OR ]-]' LOwR THAN THE LOTILST HOUSE ELEYAIICN, WHGHVER IS LUN R. STANDARD SIDE SEWER M. PLAIN - 406.1 PUBU-C WORKS INSTALLATION DEPARTrA:_TJT (SEWER MAIN TO PROPERTY LINE) Ba EXISTING WATER LINE TESTING DETAIL t8 FT " PLAN VIEW NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2"17AP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE Y STD. PLAN - 300.2 -DU3- C W0_,4S CONNECTION TO WATER MAIN CUT IN-LINE TEE & ONE VALVE n U a EA 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE 90" BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR COMPACT SAND COMPACT SAND & GRAVEL FIRM SILTY SAND 90' 1 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6 13.3 9.4 9.4 1 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 15.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 118.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' l►9j12•-3 (RUST BLOCK BE, tEA REFERS TO - 10E OF BLOCK MI IN SQUARE FEET 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. SS CONCRETE BLOCKING FOR STD. PLAN - 330.2 DU3- C W0_,4S HORIZONTAL AND DOWNWARD 33�AR^V13N^ VERTICAL BENDS 1 REV/SED PER CITY REV/EW NO. REVISION TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION "��%���' I INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) a NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN STD. PLAN - 300.6 DU3- C W0_,4S POLY PIG STATION FOR CLEANING OF WATER MAINS V A iC 2010 INSIDE HOUSE PREFERRED CONFIGURATION laJ 5 0 d,D 8 10 4 2 FLOW ADJACENT TO WATER METER PROPERTY LINE SAWDUST 5 6 9 5 FILL 7 24" MIN • 7 76" i FROM 6" WATER METER 1 10 a 3 10 8 10 4 1 O FLOW 2 # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. PIPING THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 4701B EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85-33 NOTE: J I OR EQUIVALENT J 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS LONG COPPER TAILPIECE. w AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 INSIDE 12 DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE z a m REQUIRED CITY 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION Y Z ° STD. PLAN - 340.5 _3U3_ C W0_.4S 3/4" & 1" INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLY M A�?C 2010 SURVEYED: DAP DESIGNED:G, DRAWN: L GW DSV 4 18 18 SHY CHECKED: AM BY DATE APPR APPROVED: SHY SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, NC. 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 LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 9" MIN 12" MAX FINISH GRADE ii m NR O 22-1/2. IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING L - LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CIN PRIVATE CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR PIPING PIPING (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 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: J I IN UNIMPROVED RIGHT OF J CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w dI SIDEWALK TOUCHREAD WATER METER TO BE 12 SUPPLIED BY THE z a m CITY m> TYPE "K" SOFT o COPPER TUBING w "� IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING L - LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-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 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED 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 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: 3/4" OR 1" GALVANIZED PLUG 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. �S1" WATER SERVICE STD. PLAN - 520.1 -DU3- C W0R4S �a ,� 33�AR�V13N� NOV:IM3:3 2009 CITY OF RENTON (D Planning/Building/Public Works Dept. W-397303 5-397303 1 ,1DEK0 pF WAs,5i9 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 o��SF�4S R�G\���e DESIGN PROJECT NO. 161 7 4T s/ONALEN ENGINEERING PLANNING SURVEYING 5-Z-18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY dchnsten 05/21/2018 ' DEVELOPMENT ENGINEERING WATER UTILITY Lrnair 05/17/2018 Abdoul Gafour 05/18/2018 DATE: SANITARY SEWER AND SEPT. 2017 FlELDBOOK: WA TER DETAILS PAGE DRAWING N0: C5.31 SHEET: f3 OF: 22 WATER GENERAL NOTES 1) ALL WORK AND MATER/ALS SHALL BE /N ACCORDANCE WITH THE DEVELOPER EXTENSION AGREEMENT, THE STANDARD SPE C/F/CA77ONS AND THE STANDARD DETAILS OF THE CITY OF RENTON. UAL/TY LOCATES : 2) THE APPROX/MATE LOCA77ONS OF EX/SANG U77LI77ES ARE SHOWN ON PLANS AND PROF/LES FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/F/CAAON OF UAL/TY LOCA77ONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADD/AONAL UAL/AES NOT SHOWN ON PLANS. 3) /T SHALL BE THE RESPOAIS/B/L/TY OF THE CONTRACTOR TO HAVE LOCATED,BY APPROPRIATE UAL/TY DISTRICTS OR COMPANIES, ALL UNDERGROUND UAL/AES PR/OR TO BEG/NN/NG CONSTRUC77ON. 4) FOR UAL/TY LOCATES /N KING COUNTY, CALL 1-800-424-5555 PR/OR TO DIGGING. PERM/TS 5) THE DEVELOPER /S RESPONSIBLE FOR OBTA/N/NG ALL REGULATORY PERM/TS EXCEPT THE RIGHT-OF-WAY PERM/T, WH/CH THE CITY OF RENTON 08TA/NS 6) ALL WORK /N RIGHTS-OF-WAY SHALL BE /N ACCORDANCE WWH THE REQUIREMENTS OF THE PERM/TANG AGENCY. PRE -CON 7) A PRE-CONSTRUC77ON CONFERENCE SHALL BE HELD AT THE CITY OF RENTON PR/OR TO THE START OF CONSTRUC77ON. DISTRICT STAFF WILL NOAFY THE APPROPRIATE AGENCIES OR REPRESENTAAVES. SURI/EY/NG : 8) PR/OR TO CONSTRUC77NG ANY WATER MA/NS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF CUL-DE-SACS, ALL WATERLINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAX/MUM STA 770N/NG INTERVAL WILL SE 50 FEET WITH THE STA AON NUMBER ON EACH STAKE. 9) HORIZONTAL CONTROL DATA SHALL BE NAD '83191. VER77CAL CONTROL SHALL BE NA VD -88 DATUM. 10) AT THE CONCLUSION OF CONSTRUCAON, DISTRICT STAFF WILL LOCATE THE WATER MA/NS WITH SPRAY PA/NT. THE DEVELOPERS REG/STEREO PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE SURVEYED LOCA77ON OF ALL APPURTENANCES INSTALLED, INCLUDING BUT NOT LIMITED T0, WATER MA/N, METER BOXES, BLOWOFFS, VALVES BOXES, HYDRANTS AND BENDS. THE DISTRICT WILL PROVIDE LOCATES TO ASS/ST THE SURVEYOR /N LOCA ANG THE WATER MAIN BETWEEN APPURTENANCES AND LOCA ANG THE BENDS THE DRAWING SHALL BE PROVIDED TO THE D/S7R/CT /N AUTOCAD FORMAT, R 2000 OR NEWER. /N ADD/AGN, ALL WATER EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR /NTERSECAON WITH PROPERTY LINES AND AT 25 - FOOT STA PONS ALONG THE EASEMENT L/NES. CONSTRUC77ON : 11) THE WATER MAIN SHALL BE PLACED AS SHOWN ON PLAN. 12) A MIN/MUM TEN (10) FOOT HORIZONTAL SEPARA77ON MUST BE MAINTAINED BE74EEN THE SANITARY SEWER LINE AND THE WATER MA/N. 13) A RVE (5) FOOT HORIZONTAL SEPARA77ON SHALL SE MAINTAINED BETWEEN ALL WATER FAC/L/AES AND UNDERGROUND POWER AND TELEPHONE FAC/L/AES, UNLESS OTHERWISE APPROVED BY THE DISTR/CT. 14) DISTRICT VAL VES SHALL ONL Y BE OPERATED BY DISTRICT PERSONNEL. MA IFR/ALS : 15) ALL WA IFR MAIN PIPING SHALL BE DUCALE-IRON MIN/MUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND TYTON ✓0/NT. ALL WA1FR MAIN PIPING TO MEET THE REQUIREMENTS OF AWWA C-151. 16) ALL WA IFR MAIN RT77NGS SHALL BE CEMENT -MORTAR LINED AND MEET THE REQUIREMENTS OF AWWA C-153. 17) POLYETHYLENE ENCASEMENT TO MEET THE AWWA STANDARD C-105. ANY TEARS OR OPEN/NGS MADE FOR SERVICES OR TAPS SHALL BE REPAIRED WITH AN ADHESIVE TAPE. 18) ALL WATER MAIN PIPES AND SERVICES SHALL SE INSTALLED WITH A 14 (FOURTEEN) GAUGE, CONANUOUS, SOLID -CORE, NEOPRENE COATED LOCAA/VG W/RE. ANY C01VIVEC77ONS OR SPL/CES SHALL BE MADE WITH SPLIT --BOL T W/RE CONNECTORS PLACEMENT : 19) FIRE HYDRANT LOCA AONS TO BE APPROVED BY THE FIRE MARSHAL OF ✓UR/SD/CAON. 20) WATER SERVICE LINE AND METER LOCA77ONS WILL BE COORDINATED WITH THE DEVELOPERS ENG/NEER AFTER A THOROUGH REVIEW OF ALL UPL/TY FAC/L/PES. 20-1 THE METER LOCAAO/V SHALL BE W/1H/N THREE (3) FEET OF THE PROPERTY LINE THAT /S PERPENDICULAR TO THE RIGHT-OF-WAY AND W/1H/N ONE (1) FOOT OF THE EDGE OF PROPERTY ON THE RIGHT-OF-WAY SIDE UNLESS OTHERWISE APPROVED /N WR/ANG BY THE D/SIR/CT. 20-2 AFTER INSTALLA PON OF THE METER AND BOX, A 2X4 BOARD PAINTED WH/TF W/7H "WA IFR SERVICE" STENCILED ONTO /T WILL BE DRIVEN INTO THE GROUND BEH/ND THE METER BOX. SEWER GENERAL NOTES 1) ALL WORK AND MATER/ALS SHALL BE /N ACCORDANCE WITH THE DEVELOPER EXTENSION AGREEMENT, THE STANDARD SPE C/F/CATONS,, STANDARD Df TA/LS OF THE CITY OF RENTON. UTILITY LOCATES 2) THE APPROXIMATE LOCA77ONS OF EXIS77NG UPL/PES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONS/BLE FOR VERIFICA77ON OF UAL/TY LOCA77ONS SHOWN AND FOR DISCOVERY OF POSS/BLE ADD/AONAL U77L/77ES NOT SHOWN ON PLANS. 3) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED, BY APPROPRIATE UAL/TY DISTRICTS OR COMPANIES, ALL UNDERGROUND UAL/AES PR/OR TO BEG/NN/NG CON57PUC77ON. 4) FOR UALITY LOCATES /N K/NG COUNTY, CALL 1-800-424-5555 PR/OR TO DIGGING. PERM/TS : 5) THE DEVELOPER /S RESPONS/BLE FOR 08TA/N/NG ALL REGULATORY PERM/TS EXCEPT THE RIGHT-OF-WAY PERM/T, WH/CH THE Cl TY OF RENTON OBTAINS 6) ALL WORK /N RIGHTS-OF-WAY SHALL BE /N ACCORDANCE WITH THE REQUIREMENTS OF THE PERM/TANG AGENCY. PRE -CON : 7) A PRE-COAISTRUCAON CONFERENCE SHALL BE HELD AT NORTHSHORE UAL/TY DISTRICT'S OFF/CE PR/OR TO THE START OF CONSTRUC77ON. DISTRICT STAFF WILL NOAFY THE APPROPRIATE AGENC/ES OR REPRESENTA77VES SURVEYING : 8) PR/OR TO CONSTRUC77NG ANY SEWER MA/NS, THE STREET CENTERL/NES OF THE DEl/ELOPMENT, CENTER OF CUL -DE --SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAX/MUM STAAON/NG INTERVAL SHALL BE 50 FEET WITH THE STA77ON NUMBER ON EACH STAKE. 9) HORIZONTAL CONTROL DATA SHALL BE NAD '83191. VER77CAL CONTROL SHALL BE NA VD -88 DATUM. 10) AT THE CONCLUSION OF CONSTRUCAON, THE DEVELOPERS REG/STEREO PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE SURVEYED LOCA PON OF ALL AT -GRADE APPURTENANCES INSTALLED, INCLUD/NG BUT NOT LIM/TED T0, LOCA 77ON OF EX/SANG MANHOLES /NCLUD/NG RIM & ALL INVERT ELEVA77ONS AND NEW MANHOLE LOCA77ONS INCLUDING RIM & ALL INVERT ELEVA77ONS THE DRAWING SHALL BE PROVIDED TO THE DISTRICT /N AUTOCAD FORMAT, R 2000 OR NEWER. IN ADD/770N, ALL SEWER EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR IN7FRSEC77ON WITH PROPERTY LINES AND AT 25 FOOT STA77ONS ALONG THE EASEMENT LINES. CONSTRUC77ON : 11) THE SEWER MAIN SHALL BE PLACED RVE (5) FEET SOUTH OR WEST FROM THE CEN7ERL/NE OF ROADWAY, UNLESS OTHERWISE SHOWN ON THE PLAN. 12) A MIN/MUM TEN (10) FOOT HORIZONTAL SEPARA77ON MUST BE MAINTAINED BETWEEN THE SANITARY SEWER L/NE AND THE WATER M4 IN 13) AFTER TRENCH SACKF/LL AND COMPACAON, PVC SANITARY SEWER MA/NS SHALL BE TESTED FOR DEFLEC77ON AS SPECIFIED /N SECAON 7-17.3(2)G OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTAPONS STANDARD SPEC/F/CAPONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCAON. TEST OBSERVAAON AND /NSPECPON BY NOR THSHORE UAL/TY DIS TRIC T. 14) WHENEWR SANITARY SEWER CROSSES BELOW A WATER MA/N, THE SEWER SHALL BE LAID AT SUCH AN ELEVAAON THAT THE TOP OF THE SEWER LINE /S AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM OF PIE WA IFR UA IN 15) ALL MANHOLES SHALL HAVE A MIN/MUM DROP OF ONE-TENTH (0.10) FOOT AND FIVE -TENTHS (0.50) FOOT MAX/MUM DROP BETWEEN INVERT /N AND INVERT OUT. 16) MANHOLES IN THE PUBLIC RIGHT-OF-WAY SHALL BE A MIN/MUM OF EIGHT (8) FEET /N DEPTH OR PER APPROVED PLANS. 17) MANHOLES NOT /N PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCK/NG LIDS AND ALL FRAMES SHALL BE LOCKING TYPE PER THE STANDARD DETAILS. 18) FOR P/PE SLOPES GREATER THAN 209, RESTRAINED -JOINT DUCPLE IRON P/PE SHALL BE USED FOR EVERY JOIN 19) SIDE SEWER STUBS SHALL HAVE A MIN/MUM OF 7WO (2) PERCENT SLOPE AND MAX/MUM OF FORTY -RUE (45) DEGREE SLOPE. STUBS SHALL SE 6" MIN/MUM D/AME7FR. FOR ALL STUBS LESS THAN EIGHT (8) FEET /N DEPTH : INSTALL A THREE (3) INCH WIDE GREEN METALLIC DETECTOR TAPE 12" ABOVE THE PIPE, THE ENTRE LENGTH OF THE STUB CONPNU/NG UP THE 2X4 SIDE SEWER MARKER POST. IDENAF/CAAON ON THE TAPE SHALL INCLUDE THE WORDS 'SANITARY SEWER MA7FR/ALS : 20) SANITARY SEWER PIPE LESS THAN E/07FEN (18) FEET /N DEPTH AND LESS THAN 209 SLOPE SHALL BE PVC CONFORM/NG TO ASTM D-3034, SDR -35 AND SHALL BE BEDDED WITH CLEAN, GRANULAR MANUFAC7ZIRED PEA GRAVEL FROM 4" UNDER TO 6" OVER THE P/PE. SANITARY SEWER P/PE EIGHTEEN (18) FEET DEEP AND 6REA7FR, OR ON A SLOPE OF 209 OR MORE, SHALL BE DUCPLE-IRON MIN/MUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND TYTON ✓0/NT. ALL DUCALE-IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA C-151. 21) HIGH-DENSITY POL YE7HYLENE (HDPE) SHALL SE SDR -11 MIN/MUM. WATER VAIN .2- CLOSE NIPPLE 2' 9D' ELSDIN WNCRETE EkQCKIN(. TWO PIECE CAST IRON VA+LVL EQUAL TO OLYMPIC FC4JNDRY CQ STA�NOARO 6" TOP SECTION, WTH REGULAR BASE SF-CT10N LENGTH TO FIT_ 2' RESIUENT SEATED GATE VALVE, SCRE>tIIED 2" GALVANIZED PIPE 12" LONG 2' CLOSE NIPPLE BE rfvu]4 CAP OR P'LUG A9D 2' 90 ELBOW IF ADDITIONAL ADJUSTMENT IS RLCKJIRLD, INSTALL 2-2` CLOSE NIPPLE AND 2-2' 90' BEND, SCREWED AT THIS POIN r. FIELD LOCATE PLASTIC METER UOx IN PLANTER OR CAST IRON DOx IN PAULO OR CCRETE AREAS. 2" CLOSE NIPPLE 2- 94- ELBOW F" GALVANIZED PIPE AS REQUIRED PLAID VALVE NUT EXTENSION AS REQUIRED (5LL DWDR46 / PAGE 9090) GROUND LINE CONCRETE SIDEWALK INSTAiLL 4 MIL POLYETHYLEh+E 18 WAX_ °�a'. PLASTIC COVER OVER LASHED I ° 00 .Quip e -VP 0RAvFL_ dJT HOLE FOR PIPE �4 oa.*ao 10 CU. FT. WASHED GRAVEL PASSING 1-112- AND RETAINED ON 1/4- MESH FOR DRAIN 2 1/2' NST (HOSE) AND 2 t/Z" FNST CAP HATH GASKET 2'm2 K2 TEE AND 2 CAP 7' CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW, 2" 90' ELBOW STD, FLAN — 3401 P[:R1JC WORKS 2* �LO+-OFF _ #' ► '* 0VVARTNKNT PERMANENT ASSEMBLY MARCH Z010 �yg1Dw (7 ' F WAS o�o� ,PFc 41S846Rli) - �S/ONAL EN�� 5-2-18 W-397304 5-397304 11_00� 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 ,CORE 425.885.7877 Fax 425.885.7963 ""`11111111zw� DESIGN PROJECT NO. 16114T ENGINEERING • PLANNING • SURVEYING IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY+ dchristen 05/21/2018' VELOPMENT ENGINEERING rnair 05/17/2018 F SURVEYED: DAP DESIGNED: SCALE: VERTICAL NAw 1988 . HORIZONTAL: NAD 1983/1991 CITY O F SANITARY SEWER AND WA TER NO DATE: SEPT. 2017 VVG FIELDBOOK: DRAWN: RENTON PAGE: LGW V4207 ONE INCH DATU M DRAWING NO: 1 REV/SED PER CITY REVIEW DSV 141181181 SHY CHECKED: YAY AT FULL SCALE Planning/Building/Public Works Dept. C"j�, 32 NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SHY C SCALE ACCORDINGLY SHEET: 14 OF: 22