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HomeMy WebLinkAboutzS-3347Set37 36 36 35 35 4TH ST NE AVE NE LUf 10" x 6" TEE (FLxFL) PER CITY DTL. B111 PROFILE - WATER MAIN 6" GATE VALVE (FLxMJ) 365 PROPERTY LINE 30 _ 1 PROPOSED CONC. BLKG. ROW ROW �J�� _ ------ -- (25' RT. OF ROAD C /L) CENTER LINE G ?ADE 3 4" INTERIOR FIRE SPRINKLER DDCVA II �EX. _ - - - - - -- I A. REQUIRES SEPARATE FIRE PERMIT BY CONTRACTOR. EX. 12" WATER JI III II – – – EX. 10" WATER -- ° - – - -- – – — – wT - 4 j EX. GAS 1 SERVICES - NEW WATER a FH - - - -- a ro ao w _ I CONNECTION ( IN FEET ) STORM MANHOLE FIRE HYDRANT (7' LT) PER CITY DTL. B102 CONC. BLKG. i II II li II 75' WATER EASEMENT TO CITY - -- – – – – – – – – -- – - � - -- I !– – – – – – – – - –I f I I EX. 27 "D STA 0 +94.5 (3' RT) – _. EX. 271_D I I EX. 27 "0 CONDUITS – - - -- II – L- - - - - -- II II – – - - - - -- NEW SIDE SEWER _ .. 345 EX. SDMH 9 +50 10 +00 Ex. SSMH 10 STA 9 +57 10.621 STA 10 +17.13 RIM = 365.0+ EX. SDMH RIM= 361.56 IE= 349.29± (27 "N) STA 10 +05.82 10.621 IE= 349.51 (8 "N) RIM = 364.5± IE= 350.03± (27 "N,S) i PROFILE - QUEEN AVE. SCALE: 1 "= 20' HORIZ., 1" 1= 5' IVERT. N I I x ° I I I I K f I I I I I W 3 w,' I >II I I °Z II I II, I i W II TJU V V STA 11 +33.0,10.5LT ± TY. 2 -48 ", SL SADDLE CONN. RIM= 360.7± IE= 352.00 (12 "E) IE= 350.75± (EX. 27 ") (FIELD VERIFY INVERT PRIOR TO ANY CONSTR.) EX. RESIDENTIAL PO 37 565 36 560 36 555 35 350 35 345 CB #2 12+00 STA 11 +78.7, 16.94'RT TYA, GR RIM= 360.30 IE= 356.00 (8-SE) OUTLET TO ONSITE, PRIVATE STORM SYS. SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA O WATER NOTES QUEEN AVE NE LUf 10" x 6" TEE (FLxFL) PER CITY DTL. B111 PROFILE - WATER MAIN 6" GATE VALVE (FLxMJ) 365 (BY CITY, PAID BY DEVELOPER) I PROPOSED CONC. BLKG. 2 POST INDICATOR VALVE R.O.W. CENTERLINE (25' RT. OF ROAD C /L) GRADE 3 4" INTERIOR FIRE SPRINKLER DDCVA SPOT ELEVATION PER CITY DTL. 8117 I A. REQUIRES SEPARATE FIRE PERMIT BY CONTRACTOR. . B. SIZE OF FIRE SERVICE & DDCVA SHALL BE VERIFIED SEWER MAIN T wT CONST. 4 - SERVICES 4" DIP, CL 52 TO FIRE DDCVA 5 350 111 • FH I I a ro ao w _ I STORM CB ( IN FEET ) STORM MANHOLE FIRE HYDRANT (7' LT) PER CITY DTL. B102 CONC. BLKG. i LE DEVELOPMENT 10 75' WATER EASEMENT TO CITY 8 "D El NOTES • II11 OWER, TELE STA 0 +94.5 (3' RT) CONDUITS TEE & _. VALVE TO EX. 10 "W .T70 1 STA 10 +73 (QUEEN AVE.) LUf 10" x 6" TEE (FLxFL) PER CITY DTL. B111 PROFILE - WATER MAIN 6" GATE VALVE (FLxMJ) 365 (BY CITY, PAID BY DEVELOPER) ' 26' - 6" DIP, CL. 52 (EAST) CONC. BLKG. 2 POST INDICATOR VALVE R.O.W. CENTERLINE (25' RT. OF ROAD C /L) 360 3 4" INTERIOR FIRE SPRINKLER DDCVA SPOT ELEVATION PER CITY DTL. 8117 7 A. REQUIRES SEPARATE FIRE PERMIT BY CONTRACTOR. . B. SIZE OF FIRE SERVICE & DDCVA SHALL BE VERIFIED SEWER MAIN BY THE FIRE SPRINKLER ENGINEER PRIOR TO ANY 355 CONST. 4 FIRE DEPARTMENT CONN. I I 4" DIP, CL 52 TO FIRE DDCVA 5 350 111 • STA 0 +00 (= STA 11 +24 QUEEN AVE) 10" x 8" TEE (FLxFL) PER CITY DTL. 8113 0 +00 0 +50 1 +00 1 +50 2 +00 LUf 10" GATE VALVE (FLxMJ, NORTH) 8" GATE VALVE (FLxMJ, EAST) - 101 FLOU PROFILE - WATER MAIN UTILITIES BEFORE COMMENCING WORM. CONTRACTOR AGREES CONCRETE (BY CITY, PAID BY DEVELOPER) AmrreRi ' AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONC. BLKG, SCALE: 1 "= 20' HORIZ., 1" = 5' VERT. BEFORE YOU DIG R.O.W. CENTERLINE 1- 800.424 -5555 - 6 760' - 8" DIP, CL. 52 SPOT ELEVATION 7 STA 1 +60.4 . SEWER MAIN 8" - 90 -DEG. BEND (MJ) CONC. BLKG. STORM DRAIN 8 29' - 8" DIP, CL. 52 I I 9 STA 1 +89.5 n I I a ro ao w 8 "x6P� TEE „MJNOLRTH)4W6AL. L4hSS (HSttk) 5' GATE VALVE (FLxMJ, WEST) 4jj Gil SID DFKAIL 5' — 6" DIP, CL. 52 (r,oq, Vol°tPiCC1NG) STORM CB ( IN FEET ) STORM MANHOLE FIRE HYDRANT (7' LT) PER CITY DTL. B102 CONC. BLKG. i LE DEVELOPMENT 10 75' WATER EASEMENT TO CITY for El NOTES ALEX LEnxa II11 STA 0 +94.5 (3' RT) N I _ SERVICE FOR CITY DTL B1072 Z) 1 STA 10 +85 REFER TO SHEETS CI.6 -C1.8 (� fnl g FOR CITY DETAILS AND NOTES I 0O I I o to J MECHANICAL ENGR. TO CONFIRM METER SIZE CONNECT TO EXISTING 8" SEWER MAIN 1 >c ( J6 PER CITY DTL. 8078 12 20' 2" POLY, SIDR7 TO BLDG. I w i TErl ,n 3 = 350.0± 8 - I..I ��' I 1 (FIELD VERIFY PRIOR T ANY CONSTRUCTION) 13 STA 0 +96.5 (3' RT) 2 21E� 6" PVC, SOR 35 0 2.0% MIN. 1.0 IRRIGATION METER SERVICE PER CITY TL 8106 _. D 1.0" IRRIGATION DCVA PER CITY DTL 8101 10 I OI I 3 SSCO PER CITY DTL 0076 ®: t3 i I I RI 356.507 ° .. 311 I 1 °' II '! oOo 6 11 I 10 .�, t ' GREASE INTERCEPTORS FOR INDIVIDUAL TENANTS m SHALL BE PROVIDED INSIDE BY TENANT. J NOTE 1111 ann nve�w� �„ ��� „�_ r 1U /11 /U6 —R.I..- phone 205.923.0590 tax 206.923.3507 email orr.e®terrnrormaaesigngroup.com WIRM 0e/11/0e 05034 NO. REVISION BY DATE APPR PR0�0 WATER A © SEWER PLAN a: W - 334701 Q 's34� r OL � F 01, r X # £ . I R L THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORM. CONTRACTOR AGREES CONCRETE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE CONCRETE WALL AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS PROPERTY LINE BEFORE YOU DIG R.O.W. CENTERLINE 1- 800.424 -5555 EASEMENT GRADING CONTOUR SPOT ELEVATION SWALE WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE GRAPHIC SCALE SEWER MANHOLEzo a ro ao w STORM CB ( IN FEET ) STORM MANHOLE 1 Inch = 20 ft. LE DEVELOPMENT o•re 1 /2o /os for ALEX LEnxa »p C1.4 1111 ann nve�w� �„ ��� „�_ r 1U /11 /U6 —R.I..- phone 205.923.0590 tax 206.923.3507 email orr.e®terrnrormaaesigngroup.com WIRM 0e/11/0e 05034 NO. 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NAME: BT 13 SP PAGE: BI 13 P, DPG p Q- OT WASAY/ (/2 — Q A� I,& "seed- 11]Rt -R Yat REALER IA AND ;!T W�1E0 LE DEVELOPMENT for ALEX LE CIVIL DETAILS 1 /2o /os /ONAL E 10/11/05 BPNES B,n,roB TDG JOB# 1 05034 WA REVISION ROLL 2 -0fi ,S.T4' fl.S91C METIER BOx Ea1K TO YID- STATES PUSIIC INC. B6 BEES' LNBTF 1J21 -iP W1H 1.TS- IHNE-6VOIEE CM- — vm,rx w Ism ep]Dw 9OJ „9B, DATU M I,& "seed- 11]Rt -R Yat REALER IA AND ;!T W�1E0 LE DEVELOPMENT for ALEX LE CIVIL DETAILS 1 /2o /os 10/11/0 s PAD NNE FONTmpBEAD PIT IiD (SEE OETNL A -A) I--- -PROVED WO T CF y 51 " PAD � MY, AV NSTALL .EVEN BO% AT LDxD aDPPE>< T I 2/6/06 PAD ,Y .. METER ­ DATE APPR PROVED. F5•$ m' YIN WKR PPfI� BY THE 0D:w -3341OZ 5-374702 AN )iEk a - •534"1 TYPfi'N' SDFT 'cWPm TUetfD �R� a I/Y OU— NCR. 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INSIDE BUILDING INS'TAf.LATiON FOR RBTED a T 'wp tEW38TPMAmW1Yr F1NMNWuT s , Pr N BE Nm N SDLro BO aYAVrCA nW Nn VMA ro I aB J aY -W n PA OP NSS E W DI E L1Y1N1A TE m YPVW�AT W BAR 6 S STuERYRWNRD Y Y 3 INCH AND LARGER AR LTBA DOUBLE CHECK ASSEMBLY ASSE1mLY WRNO LL BRAS4 8116 AT ALL lRT OOb15. arc or BBRON 9T PYNS Aar DATC d/o. .-• DWG. NAME 0117 SP PACE:BI17 SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA I 0° CONCRETE Y CLASS 3000 —� 1._0.. 15' 12 "W �C]WM_L0]DN A -AA -A FIBER JOINT WATER TIGHT PACKING PLUG e 45- (1/8) BEND Tz, fl6- PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 1 I 4 �T�� 2� secnDN R -B CAST IRON RING AND COVER PLUG TO BE SEALED IN SAME MANNERAS MAIN SEWER JOINTS. 1. OEAllpli RNC NB COVER SHALL BE —1 MOAN am WOIBS NC 8 INCH CLEANOUT JI7B, pEN1 mi a— BE A WATER TIM` AMOUNT - 2 N IA✓rF1101fD MFRS: POUR A 1' -11 j7 Y-Y SOOARE CMCPEIL PASSE ]GOO. PAIL ANOIIND THE A ANO I'AVFR. 1 N A6o1fAtT AOMwAYS PBAD ARNND OE.W m RNO NB ADOPTED 089: F COWR. AB PfOURFD BY STAMARD OETNL mAYIlD WIJ0. eTAXOt1A AYB ION TMTT9 d/d PMrd npla AdBr °°~' flC P DWG. NAME 8076 SP PAGE: 8076 PROPERTY UNE 6 FUTURE BURDINC S'AEII PIPE I FUTURE I BmlNNC RtAt 2"x 4" SND SERVICE MASKER PANT TEE WM.B" SUB mTLET 1PPER PORTION W(ITE AMS MISSION. ( g ( e4LAd(w TRNR�S AND 'I WRAPP g Mp1EDiNC sluD "mom m It" Rune ' TOP DEVME SND. M� UNI.EBB OTHERMBE APPROVED BY ME OTY. YAXE TAP Rg0110( C13T NON SADDLE SEOMED TO RWA MAN WIN STANLMS' BANGS MIDI CONNECTING NEW VIDE SEWERS m MSMO MAN. PLAN AND RBNFORCEO CONCRETE, DI PPE AND 0 PIPE SEWER MAWS ARE TO BE CONE DRILLED. VICE) CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE RCrMEO M. 60" ALLOWABLE MAIL FOR CAST IRON PIPE OR DUCTILE NON PIPE. 1:3:5 MIK hh 0(a�0 C COM C� 27E W--il 9�OPE HORIZONTAL 6" SIDE OUTLET TEE / 6° MIN. SEWER MAIN LSENER MAIN CONCRETE MOCKING AN J F TYPIC61 SIDF SEWER FI EVATNVN � TEF ATF MAIN OVER 25 i1 -AttnN UNLESS OTHERWISE SHOWN ON PLAN. S1DE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION. YMICHE:VO IS LOWER. 3- 334702. STANDARD SIDE SEWER INSTALLATION (SEBIER MAIN TO PROPERTY LEE) ® ADOPTiD) f aer W mmK aTA10L® PMNI IaI DATA N/w GEODIMENSIONS 3w„ ED PAD s<NE' 1” = 20' vm,rx w Ism ep]Dw 9OJ „9B, DATU M All _ CITY OF ru R E N TO N Planning /Building /Public Works Dept. LE DEVELOPMENT for ALEX LE CIVIL DETAILS 1 /2o /os 10/11/0 s PAD P CE 9/13/06 PAD " PAD � � 7/18/06 PAD DAwNO Na C1.7 2/6/06 PAD HEtl1E "PAD TmiO SDNEAEEDDB -CLY DATE APPR PROVED. pBE" 7 'P. FR Gn 0D:w -3341OZ 5-374702 AN )iEk a - •534"1 WATER UTILITY NOTES AND SPECIFICATIONS 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. J. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800 - 424 -5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TD BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /ANNA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. B. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVFR OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. t® 1 ER-R 7F®1V.Y1.1 L ® DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fox 206.923.3507 moo officePterraformadesigngroup.com is III L WATER UTILITY NOTES AND SPECIFICATIONS (CONT.)_ 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. B. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON 'NTH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, :THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. .THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS. TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED. ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. TOG JOB# -- 1�/11/a6 05034 N0. I REVISION SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN. RENEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARD' SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE AS NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. ' 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL .PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; ' 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON- DOES NOT .RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED NTH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF, RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUAPD, SAFETY DEVICES, . PROTECTIVE EQUIPMENT, . FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION NTH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION fS WITHIN THE AQUIFER PROTECTION AREA (APA). . SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA EROSION CONTROL CONTROL NOTES 19. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 20. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 21. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 22. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR .RETENTION FACILITIES. 23. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON. OUTSIDE THE SPECIFIED TIME PERIOD. 25. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 5- 334703 z­ GEODIMENSIONS aaa "E PAD °PAD 1" = 20' �° = °"w e� %aa �% CITY OF LE DEVELOPMENT 1 /zo /os a�wx. & RENTON ALEX LE a "INFO PAD ' I DATUM Planning /Building /Public Works Dept. C,1 ,8 "eaa�. " N.- CIVIL NOTES _FFFTT s -8 g "Wr' cD:W-i347D3 JUN $ 4007 5 . 3341 u 3 IT R -Si47 l.;. N r FR 370 I ' 370 EX RESIDENTIAL 4TH ST NE G� `�-r _ _ 5a� 1 ®< x•10 LLJ _ 30' 30' l o PROPERTY LINE I I N I ROW ROW, Q , W(R- P< (ouTzv hem£; A-Ao� _ ... . 365 ......__.,, .,. 3 f , , r r.,. ,;; ^r ..... . .......... . .... ....._...... _ _.. "_...... _ _...... .. . .................... . .. _..... , ,.; ,,..... ,. : .............. . 365 - - - - - ® -L- .._.. . a EX. CENTER LINE GRADE LI_ I I Uj I I) � � � �, 3 $ _ AA Y°w,& _ 361 w,�s . 360 ..... _ .... . - 360 .........__........_..._...... . ..::.......:..:..:::..::.. : :.:.:::...............::....... . .:.....:........: - -".::. ; L___ EX. 12" WATER `. ( IL IL 3 tl "fz CD�p = - - EX: 10" WATER _ _ - - -- a -- EX. GAS NEW WA O _3 355 I I CONNECTION 355 I I I C II L I 'I ® 57.® D ) T - -- I �_ -__ -__ �.I rt0�s 3(oz- Sc ..EX - _ - - EX 27 "D_ I EX. 27..p- L I L ( t�$ 357.10 27 °Q -------- _ _ _ _- _-_ 5_ - - -_- - y .. -- 350 - ____ ---- - 350 - -- °--- ------------- __ NEW SIDE SEWER 345 _ a 345 9 +50 EX. SDMH 10 +00 EX. SSMH 10 +50 11 +00 ST'S 1,1+33.3 6�.'r CB 1A 11 +50 12 +00 CB �2 STA 9 +57 10.62'L RIM = 365.0± EX. SDMH STA 10 +17.13 Ty • 7,12"13 t- STA 11 +33.0, 10.5'LT ± STA 11 +78.7, 16.94'RT IE= 349.29± (27 "N) STA 10 +05.82 10.62'L RIM= 361.56 IE= 349.51 (8 "N) RtB� = 3000.2t u S us) TY. 2 -48" SL SADDLE CONN. TY.1, GR RIM= 360.30 RIM = 364.5± IE= 35D.03± (27 "N,S) .� 1E S Do ca RIM= 360.7± 16% 353,11 (I2 "�,t�) IE= 352.00 (12 "E) IE= 356.00 (8-SE) IE= 350.75± (EX. 27 ") OUTLET TO ONSITE, PRIVATE STORM SYS. PROFILE - QUEEN AVE. (FIELD VERIFY INVERT PRIOR TO ANY CONSTR.) SCALE: 1 "= 20' HORIZ., 1" 1= 5' IVERT. I ' EX RESIDENTIAL LLJ I I N I ... . ................... . ......__.,, .,. 3 f , , r r.,. ,;; ^r ..... . .......... . .... ....._...... _ _.. "_...... _ _...... .. . .................... . .. _..... , ,.; ,,..... ,. : .............. . ..... . ..._...... _ _... . ...._.,,_,__ . .._.. . ......... I Uj I I) � � � �, 3 361 w,�s . ..... _ .... . ........ _.___......_.__.__ . ........ . .........__........_..._...... . ..::.......:..:..:::..::.. : :.:.:::...............::....... . .:.....:........: - -".::. ; SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA O WATER NOTES ❑ SEWER NOTES 1 STA 10 +85 CONNECT TO EXISTING 8" SEWER MAIN PER CITY DTL. B078 IE= 350.0± (FIELD VERIFY PRIOR TO ANY CONSTRUCTION) 2 21' N 6" PVC, SDR 35 ® 2.0% MIN. 3 SSCO PER CITY DTL 8076 RIM = 361.97 IE= 356.50 * GREASE INTERCEPTORS FOR INDIVIDUAL TENANTS SHALL BE PROVIDED INSIDE BY TENANT. EXISTING PROPOSED CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE `�. y °���' \ °® ' "% � "' "w'""" "'"'' ' ^ I " ' ^ rmu DATUM S�+ -- PERMIT SUBMITTTAL PAD 12/6/06 PAD ONE INCH f CHECKED: AT l Pic nning/Building/Pu Dept. 5212 37th Avenue SW Seattle WA 98126 70NAL 1011/06 TOG JOB# PAD IF NOT ONE INCH 9/ Buildin 9/ Public Works phone 206.923.0590 fax 206.923.3507 email office®terraformadesigngroup.com 05034 NO. REVISION BY DATE APPR �PRaVEO' SCALE ACCORDINGLY I�Aw joExP�Ra asn,� 2:"2 . , 1 STA 10 +73 (QUEEN AVE.) 10" x 6" TEE (FLxFL) PER CITY DTL. B111 6" GATE VALVE (FLxMJ) (BY CITY, PAID BY DEVELOPER) 26' N 6" DIP, CL. 52 (EAST) CONC. BLKG. 2 POST INDICATOR VALVE (25' RT. OF ROAD CA) 3 4" INTERIOR FIRE SPRINKLER DDCVA PER CITY DTL. 8117 A. REQUIRES SEPARATE FIRE PERMIT BY CONTRACTOR. B. SIZE OF FIRE SERVICE & DDCVA SHALL BE VERIFIED BY THE FIRE SPRINKLER ENGINEER PRIOR TO ANY CONST. 4 FIRE DEPARTMENT CONN. LUA "'DdfJT•) ,f 5 STA 0 +00 (= STA 11 +24 QUEEN AVE) Cut_ 1H 10" x 8" TEE (FLxFL) PER CITY DTL. B113 E VALVE I 8" GATE VALVE(FLXMJ, EAST) - Ipr r`WA3 (BY CITY, PAID BY DEVELOPER) ADAmfU CONC. BLKG. 6 160' - 8" DIP, CL. 52 7 STA 1 +60.4 8" N 90 -DEG. BEND (MJ) CONC. BLKG. 8 29' N 8" DIP, CL. 52 9 STA 1 +89.5 8"x6" TEE (MJxFL) $ ' 8" PL4G -4MJ, NORTH)IWICAL Ctb%S (NSxk) 6" GATE VALVE (FLxMJ, WEST) 9& CIJ4 STO DMIL 5' N 6" DIP, CL. 52 (%e PoL't #iCCINGI FIRE HYDRANT (7' LT) PER CITY DTL. B102 CONC. BLKG. 10 15' WATER EASEMENT TO CITY 11 STA 0 +94.5 (3' RT) 2" WATER METER & SERVICE FOR CITY DTL B107.2 MECHANICAL ENGR. TO CONFIRM METER SIZE 12 20 N 2 POLY, SIDR7 TO BLDG. 13 STA 0 +96.5 (3' RT) 1.0" IRRIGATION METER SERVICE PER CITY DTL B106 1.0" IRRIGATION DCVA PER CITY DTL 8101 mik 191P THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 515U 1 40 GRAPHIC SCALE 20 40 ( IN FEET ) inch = 20 ft. DATE: LE DEVELOPMENT for FiEL° ALEX LE naewi WATER AND SEWER PLAN CD: W -3 A7o1 2 =13347 [7 ro 1/20/06 e PAGE. 00K: NO NO: C1.4 OF. 4 8 1 r 2 r t� C r / _ b w Oa � ° N o �n a O t m rb d mik 191P THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 515U 1 40 GRAPHIC SCALE 20 40 ( IN FEET ) inch = 20 ft. DATE: LE DEVELOPMENT for FiEL° ALEX LE naewi WATER AND SEWER PLAN CD: W -3 A7o1 2 =13347 [7 ro 1/20/06 e PAGE. 00K: NO NO: C1.4 OF. 4 8 1 r 2 r t� C r / _ b w Oa � ° N o �n a O t m rb d FlIiB i {MDR T SNAf;Le BE CENiEY -TYPE EQUAL.TO IOWA F -5110 OR COMP:T57'E SUCI AS GLOW ME)AtUOW. M & 14 926. MUELLER SUPER tX7ltifANWV..20O. AND WATaws PIt171"R iVliTl B° TECHANICAL JO84'f T Wpp1 Li1GS ��55----t /4° {MAIN. VALVE A> ±Wti 2 -1 /r C000ECIM,9 NAH(1NAL SbwbvtD. THREAD$ 4` PINiPER COANI S" CITY;oF SEATISE SII*Z A-vITN'A SON2 1JAPTOR. - 4.673'" SEATTLE TfNW.AD X,5• STORZ. ATTAC)_i ;V1TH i/8". STAINLESS . STEEL. GABLE. 1 -1/41 PENTAGWRDPQtk'IINGtRUT, PARE HYDRANT 10 6E- PANAED TW0 GOATS OF PAINT. llELLY- MODIiE RVATIVE PANT14b,'S t,Sl TMACRYLIC. SAFET'( pR,' AP . TBD E4 4i', PUMPER CONNECTION ROB Y OR AS DI 'Bi RENTON�ARE DEPARTMENT FIRE HYDRANT.EX.TEIISIIXJ TO . . - ' 6E USED fF REtX11RED. FOR 3/4- TO DCVA, USE .FOGTITE CONCRETE METER SOX N0. 2T (1x28') 11MN771y}� 3/8' STEEL COVER PLATE FLUSH WITH FlN191 GRADE METER ON SHALL BE D00OLE STACKED. FOR 2 -1/2' 18x TO 20 ' ' BEHIND BACK OF TO 31 OCVA, USF UTILITY VAULT CO. MODEL 25TA OR gIR6 OR Ir BEING BACK OF (TYPICAL) EQUAL - SNIEWAUK THAT IS ADJACENT. TO > TWO -PIECE CAST IRON VALVE BOX MATN LUG TYPE COVER. fz' -18° 4.975• x 5" STORZ EQUAL TO OLYMPIC FOUNDRY CO. STANDARD II' TOP SECTION T WITH CLEARANCE EXTENSION AS REQUIRED (SEE DWIS TO OR46 / PAGE 8090).7 UNION (TYPICAL) MAX RA{SEO PAVEMENT MARKER TYPE 88 30 MIN. 30' MIN: MIN 2, AB SflMSONIIE TWO-WAY BLLE. 6" AFTER TESTING & APPROVAL. PLUS ALL TEST COCKS VAIN BRASS PLUS. 42' MIN . CONCRETE BLACKING BURY TO CITY METER - L'T"'LT Li, TO PRIVATE SYSTEM MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET, rr , 8' GATE VALVE (FL X MJ) AWWA C -SOB,, RESILIENT SEAT 8' DUCTILE IRON PIPE. CLASS 52 CEMENT LIMO LOOM ID FIT 7 /a" MINUS GRAVES. 12" MINIMUM 18- x 8' x 4- 2 -.314' CDR- TE4STEEL TIE RODS, WE STD DIETIVIL:4W TE. BISO& YRSNUM CONCRETE `r. BLOCK YDRRANT� UNDER H -1/2 YARD WASHED DRAIN ROCK ($'To 318 ") MIN. r 1 ABOVE BOOT FLANGE. PLACE' 8 MR. BELOW GROUND INSTALLATION ATION FO„ R 3/4" TO 3" DQUB = PPaA� YLENE FILM AROUND TOP AND SIDES OF CHECK VALVE ASSEMBLIES FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RAMS LEVEL ALL GROUND MIN- 3'• RAMS i 4.875° x 5' [� STCRZ Y{8 1 ONE MAN ROCKK 1 1 NQTE: a FILL .,. AFTER FIELD INSTALLATION. DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKPLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING PRIOR TO ACTIVATION OF NEW EN �� E. C. T HYDRANT LOCATION IN CUT DR FILL FIRE HYDRANT ASSEMBLY DETAIL DOUBLE CHECK VALVE ASSEMBLY ADOPTED ADOPTED 3/4" & I" WATER SERVICE CITY OF RENTON CITY or JOIN" ADOPTED 4 ♦ e ♦ CRY or REM" STANDARD PLED STANDARD PIANO + U TT DATE: 04/04 - WT BATE: 04/04 STANDARD PLANS IM DATM 04/04 womw WN.vES Lm,® Wxr oar "° DWG. NAME: 6101 SP PAGE: 8101 - R DWG. NAME: 8102 SP PAGE :8102 DWG. NAME: 8108 SP PAGE:8108 13"x24' PLASTIC METER BOX EQUAL TO MD- STATES PLASTIC.. ll(C. BIF'I' MSBI"F 1324 -iB WITH 1.7d' .TFNCK OUCI6;;E atr Pevere MNX4 DIAMDND 0LATE..CO11ER EQUAL To MILk- 3T7v7E8 F4,AS71G3. RIO. MSf`.,BC- 1324 -R Wltbt READER LID AND 1 -5/6'r DRILLED P~ Pow HOLE FOR TOVCHREAD PIT UD (SEE DETAIL A -A) IN UNIMPROVED RIGHT OFI WAY - INSTALL METER BOX AT • PROPERTY UNE WITH tr I LONG COPPER TAILPIECE, I 9- MIN SIDEWALK g$ 12' MAX FINISH GRADE- .. . ` ^.. •TOUCHREAD WATER r - `" r : METER TO BE 12° z 34r MI4. COVER Ft $ SUPPLIED BY THE •, 3 J fie -- 771-- .`". --.. -- CITY 'S TYPE .."K" $GET w�$ coPPER n11TINC 2z -1/2•. 1 NEW DUCTILE `^... WON WATERMAN IF SERVICE LINE TO HOUSE IS 3/4. OR i- TO BE INSTALLED IN THE NT11RE GALVANIZED INSTALL FORD 014-33 OR 44 FlOT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER �.sar -*304g MERFR• FORD SERVICE LINE TO METER. 90 1472_9 01�44 -m OR McDONALD ORA= 21- 215WCOQ33. OR . MLIEIALM- 3/4 -8- 2470 -2 WITH ANGLE BALL VALVE ON INLET AND SINGLE -64V* VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD (XgpF�EyTTflT FI31t. 1- METER FORD VBN72- 154- 44 -.44G, OR (CO }. WICK JOINT MODONALD QRAf�t 21- 4184450044, OR MUELLER: i-B- 2470 -2 (3/4° FIOOD -3-0) OR AY MCDONAID 47010 -80114 INLET AND OUTLET WITH PAC( JOINT WITH GRIPPER. (r fl000 -4-C) OR AY MCDONALD 47010 VANE ON OUTLETT,ALL LLPACK -JOINT FITTINGS SHAW. BE WITH cum ANT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -NON EQUAL TO OLYMPIC FOUNDARY. EWAN" JOINTS MUSH BE INSTALLED ON 807" SIDES OF METER Bob. A TRILL 1 -5/8• CIA. HOLE FOR AMR AUTOMATIC METER READ) TOtUCHREAD DEVICE 2-1/2' MN. FROM NEAREST AND fRONT EDGE OF PIT US I NOTE: 1 THE CENTER OF THE HOLE. MUST BE AT LEAST i' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. '��VALVE SNOUN,NO:T ON WES � eMAN1 7NE AER 0 :>4 14 A: .. .. ;::,• PRIMATE PLUMPING 012, 9 NIkNTE CONRCT 4 a:R 7 r BRAES PLUG r, Or PASSd(OT AU.OVW i FOR e1Po"" METER4 1 3 6 ? 1 5 CRUSHED MP ROUT MADE >b 7t ,JPP ORT VAULT. 6 I-Ig AND 2- WATER SERVIQE DETAIL - .r. NATIONAL Imr FAR 2- Saimm MIN Y TER ,OU= IN raoiT Or -W &Y BEHIND SliK DRILL 1 -5/8. N& HOLE FOR A-- A TOUCHREAD DEVICE 1. r Lapped too an new water maker. 2. a is" X r braes nk*o with tNrwlWd ands (IMPT).. 3. r reemenl east Vo!vo with tfm,ded NMK aware' operating nut aM Vein nut axtendon if required (d" BRII/pigs 8090): .. '4 Ewe PMea out kan val, box. Standard S' top soetlon with regal« boss esctlon. length to IL Flag° We coyer. 5. Y brose bushing (MIpT x F1PT) 2 each 27 Wass or bram,w njWw, I° length, threaded ands 2 TTPiCAL Rig ash 2` 9G• bra, w Wane elbows (FIVE x EMT) z -T/2' YNL PA011 N,EWRFST JJ & r (WPT) x compression Ittkg, Ford C 4-f)6 or eaed. AND FRONT LTfDE OF Fh7' UD 7. 2' soft copper typo K or braes npp,. Wo to gt & r throodo l erase 90• all. 9. r 0gonlastli with by-pow Ford. 19H 86-120-11-77 (17- 5 /,Sr) w McDonald brows _ 30871540FFTY8. with Ranged awnyy9 bell vow dnd.po hook wings an Inlet and angle check wMvw ouN.L bell robe an bypass s1Ut poalocit wings. Custarns fitter shol,ho, wort!" Wet and outlaL It Rlgla metw spreader to be suppaMq. and TntWMd In motor setter by contractor. 11. Wotr mate shall be wppNea wd In"eltby CNy' of Renton upon Payment of all related - motor tae and satisfactory Presi and Wly tests. IL 17'xW equal to Mid- Stot,- Plestlai'Rta, W Serbs MSSCF 1730 -18 with r thick OVOUN, Iran demand Plate rows 18'x31" equal to 4410- Stotoe Plaetkiy> Ina MSCBC- I73D -R with 1 -5 /rr drHed hale for touchread Pit W. ono motor reed II& T3. r coupling (t pn som x PIK) with 2• plug (MIT), Fwd C-14 -96 or equal. The Property ownr is responsaus for any necessary adaptation. or PA"lon of water service. MATERIAL UST FOR f -i /r SERVILE WITH MEIER LWA190 IN RIGHT- 1N-WAY BEHIND SIDEWALK 1. r tapped lee on new water make 2 e long X 2' West npplo with threaded and@ (MIPT).. 1 r reelpent goo valve will, threaded wdrr square operating nut and valve nut extwNon If required (dwg BR46 /page 60901 4. Tow post* OW Iran Volvo bent Standard 8'. tOP section with regular ho, mtlw% length to It. "hog' two cover. G 2' X 1 -1/2' hart bra, bushing (MIPT x FIPT) 2 gad, 1 -1/2" Wan or bronn nipples 6' Mmo, threaded ends 2 each T -1 /r- SIT brows or Worse elbows (FPT x FlPT) & 1 -1/2' OMOPT) x compression flaky. Ford 084 -08. W preol. 7. 1 -1/2' soft copper typo K or brows npplee. Length to IL S. i -1 Y:pock-)oint 90' JI, t« Fard L46-TY or .quaL 9. / -1 /r Watomssttr wide by-Pa, F4rd VSH 68 -12S x 13 -3/16' « McDoncld bross, with or bal vdve and padlock wings an Inlet wd angle check volve cutlet. ball Volvo on bypass rpl:Pddbak wkg& Cuatanesttw -ahel have vertlCal plat ordoutlet.' ILL Rlgld motor sPreadr to be suppN00 God kleLellW p motor wttw by owtroetr. - ,I. water rnMx ehal be aWIWd and Ifta Oy CRY of Banton upon paymw! of aft role wviw mate, fee wd eatbfowtarY presWra omi purity teN• 12. 17`X)!0' elNrel to Mod- States AaeRbe, Inc. SOT' SaM, MSOW .1730 -1S with r thkA Ductile kon damantl plate cover- 18"xM* egad t6,MM -"4$ Plash, Ina MSCBC- 1730 -111 with 1 -5/B' drilled hole for takxdxwad Pit IM and motor reed lid 13. 1 -1/r. cmpllag (eomPro sebn x EMT) with 1 -1 /r plug (MIPT). Ford C -14-88 or Spud. The 1- 1/2' & 2" WATER SERVICE DETAIL proprty ernes M reApweWlt far my necessary adaptation or avtenabn of water service. LOCATED IN RIGHT-OF-WAY NOTE: BEHIND SIDEWALK SEE UP41 -IR ON METER SOX IN DRIVEWAYS ADOPTED CRT or 1RSN19N ♦ s STANDARD PLUMB IV Dire: 04/04 IBM I ION I PR DWG, NAME: 8107.2 SP PAGE: 8107.2 'EXISTING WATER LINE PLAN VIEW TESTING DETAIL $ tB FT $. VERTICAL CRDSS(MJxFU FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP L 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 WLKFL) V/ CONC. BLOCK 2- GATE VALVES'(F-LxMO 2- SOLID SLEEVES (NJ) OR RD -MAC COUPLINGS 1- ADAPTER (FL X NJ) 1- PLUG (NJ) V /2'TAP L TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE 1. EXISTING WATER LINE FINAL CONNECTION DETAIL EXISTING WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TERM, BLOCK L BLOW -OFF L CONNECT WITH SLEEVE <N.0 L D.I. SPOOLS FINAL CONNECTION BY CITY FORCES WATER CONNECTION DETAIL 2 VALVES CUT -IN INSTALLATION CITY OF RENTON ♦ ®- STANDARD PLANS IST DATE: D4/04 DWG. NAME: B113 SP PAGEt 8113 EXPIRES SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA CONCRETE CLASS 3000 12 "0 FIBER JOINT PACKING +y. ice*- 4 -3/4" WATER TIGHT PLUG PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. hems! 1. 6" CLEANOUT AND COVER SHALL BE EAST JORDAN NON WORKS. INC, 6 INCH CLEANOUT No. 3tA75. CLEAN OUT SHAD. BE A WATER THIN ASSEMBLY. 2. lCO,iC EM CLASSCLASSS AREAS. 00. PAD AAROUND THE RIN6'-AND COVER. 3. N ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR35: CITY or MIN!" STANDARD PLANS I8T DAiii' 04/04 a � t Revked notes. - JDH DYC IO/o/O Added notes. DOW NAME 8076 SP PAGE: 8076 DAI TE (- R-01 8" BUILDING SEWER PIPE.. I BULLING SEWER i -ex 4" STUD SERVICE MARINER PANT - .4 �✓ iEE WITH 8" SIDE OUTLET _ _ 'UPPER PORTION. WHITE ANS STENCIL ON SIDE WORDIN SEWER' VAIN- 3" HIGH g 4s.a BLACK LETTERS •AND ' VWRE WRAPPED . _. ARONDU,THE STUD AND EXTENDED TO THE - TOP ,THE STUD. ® ODGVA MUST BE'NSTALLED NMEOIATELY AFTER B" c10 cE R Nn BULLING SEVER PIPE PEETRA71 THROUGH. BUILDING FLOOR SLAB. ROOM -IN W UCH DDCVA IS LOCATED SMALL A. HAVE FLOOR QRAIN COPINECUD TD THE SANITARY -SEVER SYSTEM. �Gn TY M TM T 8. HAZE A 4ffiATMRO: SYSTEM, (4D'F MTV. iwr.) NO HEAT TAPE � UNIFSS OTHERWISE APPROVED BY -THE CI AI(E TTRRRXIYyi CAS C. NOT W (USES FOR STORAGE AROUND -OQCVA IRON SADDLE SECURED TO SEWER MAN WITH STAINLESS "STEEL BANDS 0. NAVE cLLF£!MIy:DELMEATED ACCESS WA TO DDCVA AND PIV& R�:l. WHEN CONNECTING FEW SIDE SEWERS 70 EXISTING MAIN.. . CITY Or .REHTOR' -Fat INSPECT ON OF 'BEE DOCV TED 7O 1HE p .. PLAN AND RENFORCm CONCRETE. DI PIPE AND CI PIPE SEWER MIND Lew MANS ARE TO BE CORE DRILLED. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA VITRIFIED IN. PEE SHALL BE CUT AND HAVE A NEW TEE MUST BE "$MUMED TO RENTCN FIRE PREVENTION. DEPARTMMENT FTXR SECTIONED IN. RL EW ANO APPROVAL 7 - 0ARAIE FIRE SPRINKLER PERMIT IS REQUIRED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. x 5 MIX lx� CONC RETE 1- MAN LINE TEE (MJ x FL) MAIN CONCRETE BLOCIONC ,. n' _ 8LOf20NG (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PRCPERTY 2 SHAD. NOT BE. MOM THAN 50 FEET TO BUILDING) 2- &RANCH VALVE (FL X MJ) WITH VALVE BOX MD COVER 3- CLASS 52 DUCTILE IROM PIPE !1 "M MINNIM) fiNSH FLOOR iLME1 ALL Pf AND FITTINGS SHALL BE RESTRAINED MATH SHACKLE RODS 6" SIDE OUTLET TEE AMA CONCRETE TNNJV BLOCKS PER NFPA AND AWWA:STANDARDS. $EWER MAIN 4- POST >#WATOR VALVE 0W) WITH TAMPER SMTCH - ELEVATION MEW OF DOCVA 5- 2 -G0- NS(FL x FL) VAIN FLANGED DUCTILE IRON PIPE SPOOL 6•' MIN. - 6- 18" LONG SPOOL (FL x PE) 7- RANGE COUPUMG ADAPTOR ADJUSTABLE STEEL PIPE SUPPORT: e- `APPROVED ODCVA ON MAIN LINE IN HORRONTAL POSITION ONLY. STANCHIONS BOI.TEO 10 FLOOR CONCRETE BLOCKING ANGLE ( aPER LATEST DEPT OF -WALTH APPROVED LIST OF BACISLOW PREYM110M DEVICES) OF TEE pr MAw O R 25 TfpN�A OFR ODCVA SMALL A MINNUNI OF 24 INCH ABOVE FLOOR LEVEL ANO 51UPPORT C4%.Ui7�AN 3U �MIML INSTALL 3 CCIRCRETE PADS OR ADJUSTABLE PIPE ELEVATION 9- DS4 Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. `ADD WNNNQ IN 'ACCIXRDANCE VAIN L & 1 tS- METERED 3/4 NCH BY -PASS SOYA - BY -PASS METER SHALL, BE A 3/4 INCH "SEASMIS-COlt- SR REAAU- KATEEMMWUNTED am THE OUTS QF BUIUM WALLLL.. TI- .SWING TYPE'GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP IN VAULT OR outrm BUILDING 12 4 °X 4' x 6' BULL. EL80W. THREADED 13- UL.USTED FIRE DEPT. CONNEC ION. UL LISTED BREAK AWAY CAPS. LOCATE WITHIN INSIDE BUILDING INSTALLAT(UN FAR 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. - , AFTER FIELD NSTAU.ATION, MAIN DDCVA AND BY -PASS SOYA MUST BE TESTED 3 INCH AND LARGER UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE SA'DSfACTOR2.Y eY A DEPARtAR71T OF RtEALTH CER7aTED IAACKFLOW AsSEMeR -Y A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER TESTER:. TEST NO GRT MUST BE SUBMITTED TO 01 Y OF RENTON WATER UTILIrr DETECTOR DOUBLE CHECK VALVE ASSEMBLY THAN THE LOWEST HOUSE ELEVATION" WHICHEVER IS LOWER. NST Ab'SIPWG'S ANT ALL TEST AWd(STION OF NEW ONE. COY OP PORTION STANDARD PIANO IST DAM 04 w x DWG. NAME: 8117. SP PAGE: 6117 I tTi C r b � a 0 w N l� O C ITI ' xi m t� d SURVEYED: SCALE: OATS: GEODIMENSIONS , HORII�TALHADD1983 /1991 CITY O� LE DEVELOPMENT 1/20/06 PAD 10 11 06 PAD DESIGNED: 1 - 2O 'A 1 PAD 9 13 06 PAD PAD bhu c TO n for P GEBOOK: PAD 7 18 06 PAD DRAWN; L ' V ALEX LE PAD DATUM DIRAwINC No: ONE INCH PAD 2 6 06 PAD CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. C 1 .7 PAD IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY CIVIL DETAILS SHEET: 7 OF: 8 ale; a8 It 476-5 0-witiwn, S °334702 JUG Iatoct e 354'1 ©% CITY owim AM VAWAM PMWAIMY OM$9 MIO MNnTA11LI tx�. O61NA /bT 47R PLTt MIM " ' O 4 fXe1GliC DaLivaB • ® . 3 PROPERTY LINE 'ark' a ... -a ® - TO BE PteT D HITCES .. A. iA4K 0 . PPEFEL,O�WIN SIC I.EYLER5TMT2 SAY: - STENpLCOICT 'DO NOT BLOCK ACCESS- °o tom"- FUTURE 8" BUILDING SEWER PIPE.. I BULLING SEWER i -ex 4" STUD SERVICE MARINER PANT - .4 �✓ iEE WITH 8" SIDE OUTLET _ _ 'UPPER PORTION. WHITE ANS STENCIL ON SIDE WORDIN SEWER' VAIN- 3" HIGH g 4s.a BLACK LETTERS •AND ' VWRE WRAPPED . _. ARONDU,THE STUD AND EXTENDED TO THE - TOP ,THE STUD. ® ODGVA MUST BE'NSTALLED NMEOIATELY AFTER B" c10 cE R Nn BULLING SEVER PIPE PEETRA71 THROUGH. BUILDING FLOOR SLAB. ROOM -IN W UCH DDCVA IS LOCATED SMALL A. HAVE FLOOR QRAIN COPINECUD TD THE SANITARY -SEVER SYSTEM. �Gn TY M TM T 8. HAZE A 4ffiATMRO: SYSTEM, (4D'F MTV. iwr.) NO HEAT TAPE � UNIFSS OTHERWISE APPROVED BY -THE CI AI(E TTRRRXIYyi CAS C. NOT W (USES FOR STORAGE AROUND -OQCVA IRON SADDLE SECURED TO SEWER MAN WITH STAINLESS "STEEL BANDS 0. NAVE cLLF£!MIy:DELMEATED ACCESS WA TO DDCVA AND PIV& R�:l. WHEN CONNECTING FEW SIDE SEWERS 70 EXISTING MAIN.. . CITY Or .REHTOR' -Fat INSPECT ON OF 'BEE DOCV TED 7O 1HE p .. PLAN AND RENFORCm CONCRETE. DI PIPE AND CI PIPE SEWER MIND Lew MANS ARE TO BE CORE DRILLED. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA VITRIFIED IN. PEE SHALL BE CUT AND HAVE A NEW TEE MUST BE "$MUMED TO RENTCN FIRE PREVENTION. DEPARTMMENT FTXR SECTIONED IN. RL EW ANO APPROVAL 7 - 0ARAIE FIRE SPRINKLER PERMIT IS REQUIRED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. x 5 MIX lx� CONC RETE 1- MAN LINE TEE (MJ x FL) MAIN CONCRETE BLOCIONC ,. n' _ 8LOf20NG (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PRCPERTY 2 SHAD. NOT BE. MOM THAN 50 FEET TO BUILDING) 2- &RANCH VALVE (FL X MJ) WITH VALVE BOX MD COVER 3- CLASS 52 DUCTILE IROM PIPE !1 "M MINNIM) fiNSH FLOOR iLME1 ALL Pf AND FITTINGS SHALL BE RESTRAINED MATH SHACKLE RODS 6" SIDE OUTLET TEE AMA CONCRETE TNNJV BLOCKS PER NFPA AND AWWA:STANDARDS. $EWER MAIN 4- POST >#WATOR VALVE 0W) WITH TAMPER SMTCH - ELEVATION MEW OF DOCVA 5- 2 -G0- NS(FL x FL) VAIN FLANGED DUCTILE IRON PIPE SPOOL 6•' MIN. - 6- 18" LONG SPOOL (FL x PE) 7- RANGE COUPUMG ADAPTOR ADJUSTABLE STEEL PIPE SUPPORT: e- `APPROVED ODCVA ON MAIN LINE IN HORRONTAL POSITION ONLY. STANCHIONS BOI.TEO 10 FLOOR CONCRETE BLOCKING ANGLE ( aPER LATEST DEPT OF -WALTH APPROVED LIST OF BACISLOW PREYM110M DEVICES) OF TEE pr MAw O R 25 TfpN�A OFR ODCVA SMALL A MINNUNI OF 24 INCH ABOVE FLOOR LEVEL ANO 51UPPORT C4%.Ui7�AN 3U �MIML INSTALL 3 CCIRCRETE PADS OR ADJUSTABLE PIPE ELEVATION 9- DS4 Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. `ADD WNNNQ IN 'ACCIXRDANCE VAIN L & 1 tS- METERED 3/4 NCH BY -PASS SOYA - BY -PASS METER SHALL, BE A 3/4 INCH "SEASMIS-COlt- SR REAAU- KATEEMMWUNTED am THE OUTS QF BUIUM WALLLL.. TI- .SWING TYPE'GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP IN VAULT OR outrm BUILDING 12 4 °X 4' x 6' BULL. EL80W. THREADED 13- UL.USTED FIRE DEPT. CONNEC ION. UL LISTED BREAK AWAY CAPS. LOCATE WITHIN INSIDE BUILDING INSTALLAT(UN FAR 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. - , AFTER FIELD NSTAU.ATION, MAIN DDCVA AND BY -PASS SOYA MUST BE TESTED 3 INCH AND LARGER UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE SA'DSfACTOR2.Y eY A DEPARtAR71T OF RtEALTH CER7aTED IAACKFLOW AsSEMeR -Y A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER TESTER:. TEST NO GRT MUST BE SUBMITTED TO 01 Y OF RENTON WATER UTILIrr DETECTOR DOUBLE CHECK VALVE ASSEMBLY THAN THE LOWEST HOUSE ELEVATION" WHICHEVER IS LOWER. NST Ab'SIPWG'S ANT ALL TEST AWd(STION OF NEW ONE. COY OP PORTION STANDARD PIANO IST DAM 04 w x DWG. NAME: 8117. SP PAGE: 6117 I tTi C r b � a 0 w N l� O C ITI ' xi m t� d SURVEYED: SCALE: OATS: GEODIMENSIONS , HORII�TALHADD1983 /1991 CITY O� LE DEVELOPMENT 1/20/06 PAD 10 11 06 PAD DESIGNED: 1 - 2O 'A 1 PAD 9 13 06 PAD PAD bhu c TO n for P GEBOOK: PAD 7 18 06 PAD DRAWN; L ' V ALEX LE PAD DATUM DIRAwINC No: ONE INCH PAD 2 6 06 PAD CHECKED: AT FULL SCALE Planning /Building /Public Works Dept. C 1 .7 PAD IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY CIVIL DETAILS SHEET: 7 OF: 8 ale; a8 It 476-5 0-witiwn, S °334702 JUG Iatoct e 354'1 ©% WATER UTILITY NOTES AND SPECIFICATIONS 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48 -HOUR LOCATORS 800- 424 -5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA C110- A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI /AWWA C153/A21.53 -94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALES SHALL BE IRON BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5 -1/4 INCH, TWO 2 -1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7 -1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING °PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE - CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. TERRAFUOMMA PF DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fox 206.923.3507 email office ®terraformadesigngroup.com WATER UTILITY NOTES AND SPECIFICATIONS (CONT. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29, A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. EXPIRES 2 REVISED WA 1 REVISED PEI -- PERMIT SUB' NO. ROAD RESTORATION STORM REVISION SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 2. 3. 4. 5. 03 7 a 10. 11. 12. 13. 14. 15. Iti 17 I". BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE AS NOTED ON THE PLANS. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION, GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C ", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). mum, ==1 r_�NU:a ..., ' SCALE: 1 " - 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA EROSION CONTROL CONTROL NOTES 19. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 20. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 21. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 22. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 23. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 25. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 4: CITY OF RENTON Planning /Building /Public Works Dept. ue) IIwo W- 334703 A,5 bu DATE LE DEVELOPMENT /20/06 for FlELD Q PAGE: ALEX LE DRAWING NOe A Ow 5 W CIVIL NOTES SHEET: 8 OF; 8 33 -706 cD:w- 3347U3 JUN S &4001 5- 3341 ()3 i r m r7 C r >v W a o ' m m m td d SURVEYED: GEODIMENSIONS PAD DESIGNED:P AD PAD __ PAD DRAWN: PAD PAD CHECKED: PAD r_�NU:a ..., ' SCALE: 1 " - 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M SE 1/4 OF SE 1/4 OF SEC. 9, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA EROSION CONTROL CONTROL NOTES 19. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 20. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 21. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 22. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 23. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 24. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 25. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 4: CITY OF RENTON Planning /Building /Public Works Dept. ue) IIwo W- 334703 A,5 bu DATE LE DEVELOPMENT /20/06 for FlELD Q PAGE: ALEX LE DRAWING NOe A Ow 5 W CIVIL NOTES SHEET: 8 OF; 8 33 -706 cD:w- 3347U3 JUN S &4001 5- 3341 ()3 i r m r7 C r >v W a o ' m m m td d