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Home My WebLink AboutS-294001F- i N N I WATER AND SEWER EXTENSION PLAN 1 A nr%QTV -% l nc T e= QC �1A nC e=C _TlrW 5 TWP 93 N RnF 5 F_ W M_ 11 ro.-111-0114 CHI T =20' DRIMI 0 10 20 40 A S s B V / L T WZ Q W I cf)C 3 C) Z Z O Ir 0 Q( n 1 I.L. Z (0 W H Q X y W a w r 0 h+M Z Y Q Q 3 E'1 u z O_ Fy rn c v m rn C a, d a � 3 0 s =- - yo LLD 3 EX. 20' EASEMENT FOR INGRESS, EGRESS AND UTILITIES REC #'20010302001387 Vs r H 11 -1/2' 17 -1/2' CONCRETE METER IN UNIMPROVED RIGHT OF WAY j \ C) BOX WITH 3/16' STEEL DIAMOND PLATE NSTALL METER BOX AT :i COVER EQUAL TO FOG TITE METER - - ROPERTY LINE. SEAL CO. CD. lD METER BOX. SIDEWALK SANITARY SEWER NOTES AND SPECIFICATIONS co 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND -u, WATER METER TO BE SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING II I; S E -Ex. HAD A O FORD ?_I5_ CGPPrRSETTER VH VH 174 -15W (FOR 1' /METER)4' METER) CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. DUCTILE IRON LOOP DOWN TO CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE WATERMAIN OF WATER MAIN TO PROVIDE ON OUTLET. SLACK IN COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. LINE TO METER. STOP. FORD TAPERED TO HOUSE IS TO BE `-Y OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 0 V) CORPORATION IF SERVICE LINE THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL (1' F10DO) FORD C14 -33 OR 44 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER 3. AL LOCATIONS OF EXISTING UTIIJTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO I EX 6 I� 6 EA. SS 7' 4. AL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO � S 4 co 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO FOR SERVICE FROM EXISTING STEEL 3/4" & I" WATER SERVICE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE ASBESTOS CEMENT OR PVC WATER MAINS IN DOUBLE STRAP SERVICE CLAMP WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILING ALL CONSTRUCTION. Q ¢ ujZ �fa 11 `4 z HIT-, 1, c � 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH i xll II � / ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH Z 111 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED i p'o ( Q LOT 1 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 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. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO MATERIALS TO COMPLETE THE FIL OVER PIPE SHALL BE THE SAME AS DESCRIBED. AWWA C- 504 -80 WITH A 6 -INCH INLET AND A M.V.O:OF 5 INCHES, TWO 2/ 1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 -INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER. 4.6263, '1 1/4 -INCH PENTAGON OPERATING NUT OPENED BY TURNING 12. OPEN CLOT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY. COMPACTED. CUTS INTO COUNTER CLOCKWISE (LEFT). EX. 20' EASEMENT FOR INGRESS, EGRESS AND UTILITIES REC #'20010302001387 Vs r H 11 -1/2' 17 -1/2' CONCRETE METER IN UNIMPROVED RIGHT OF WAY j \ C) BOX WITH 3/16' STEEL DIAMOND PLATE NSTALL METER BOX AT :i COVER EQUAL TO FOG TITE METER - - ROPERTY LINE. SEAL CO. CD. lD METER BOX. SIDEWALK (CAP FOR FUTURE CONNECTION BY OTHERS) EX. EASEMENT FOR INGRESS, EGRESS (304 SF.) REC #20010302001387 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1 /8" El 0 ❑ ❑ DNCRETE ❑ p ❑ �ei "w• t,� CLASS 3000 RAISE -1/2" WIDE BORDER 2" If ,o-• FIBER JOINT PACKING _L 45" (I /B) BEND � r ,s•• r5' CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED ' BY THE ENGINEER PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN -OUT IN SAME MANNER AS MAIN SEWER JOINTS. ® ADOBTED 4 z4' crrc of ulnae sn G4R iY, ?R, DWG. NAME: BW18B SP PAGE:8076 WATER UTILITY - GENERAL NOTES SANITARY SEWER NOTES AND SPECIFICATIONS co 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND -u, WATER METER TO BE SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED _By THE CITY OF 2 L7 0 Q O FORD ?_I5_ CGPPrRSETTER VH VH 174 -15W (FOR 1' /METER)4' METER) CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. DUCTILE IRON LOOP DOWN TO CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE WATERMAIN OF WATER MAIN TO PROVIDE ON OUTLET. SLACK IN COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. LINE TO METER. STOP. FORD TAPERED TO HOUSE IS TO BE 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 0 V) CORPORATION IF SERVICE LINE THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL (1' F10DO) FORD C14 -33 OR 44 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER 3. AL LOCATIONS OF EXISTING UTIIJTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. K w FIDT x COMPRESSION COUPLING 3/4' OR 1'. GALVANIZED PLUG J 4. AL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AVOID DAMAGE OR DISTURBANCE. co 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO FOR SERVICE FROM EXISTING STEEL 3/4" & I" WATER SERVICE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE ASBESTOS CEMENT OR PVC WATER MAINS IN DOUBLE STRAP SERVICE CLAMP WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILING ALL CONSTRUCTION. Q ¢ EQUAL TO MUELLER CO. � ADOPTED 4 a�vew 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL z HIT-, w,r9 1�_ YA R ON p DWG. NAME: BR41 SP PAGE:8106 f si ANSI /AWWA C153/A21.53 -84. 3 -INCH TO 12 -INCH DIAMETER FITTINGS WHICH HAVE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. w % . (CAP FOR FUTURE CONNECTION BY OTHERS) EX. EASEMENT FOR INGRESS, EGRESS (304 SF.) REC #20010302001387 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1 /8" El 0 ❑ ❑ DNCRETE ❑ p ❑ �ei "w• t,� CLASS 3000 RAISE -1/2" WIDE BORDER 2" If ,o-• FIBER JOINT PACKING _L 45" (I /B) BEND � r ,s•• r5' CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED ' BY THE ENGINEER PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN -OUT IN SAME MANNER AS MAIN SEWER JOINTS. ® ADOBTED 4 z4' crrc of ulnae sn G4R iY, ?R, DWG. NAME: BW18B SP PAGE:8076 WATER UTILITY - GENERAL NOTES SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED _By THE CITY OF OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SIZE AT ALL TIME5 DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER 3. AL LOCATIONS OF EXISTING UTIIJTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48 -HOUR LOCATORS, 1 -800- 424 -5555, 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 4. AL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AVOID DAMAGE OR DISTURBANCE. 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 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CfTY OF RENTON). IT SHALL BE THE WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILING ALL CONSTRUCTION. 5. 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 -82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL SITE. BE IN ACCORDANCE WITH EITHER ANSI /AWWA C11D/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 -INCH TO 12 -INCH DIAMETER FITTINGS WHICH HAVE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53 -5.3 OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED BRONZED - MOUNTED DOUBLE DISK WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BOX. 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. ALL 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 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. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO MATERIALS TO COMPLETE THE FIL OVER PIPE SHALL BE THE SAME AS DESCRIBED. AWWA C- 504 -80 WITH A 6 -INCH INLET AND A M.V.O:OF 5 INCHES, TWO 2/ 1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 -INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER. 4.6263, '1 1/4 -INCH PENTAGON OPERATING NUT OPENED BY TURNING 12. OPEN CLOT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY. COMPACTED. CUTS INTO COUNTER CLOCKWISE (LEFT). THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN' 10 DAYS AND BELOW FINISH GRADE ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM SHALL BE PER CITY OF RENTON CURRENT STANDARDS. OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 9. AL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE 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 SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. URETHANE RUBBER COATING ON THE REAR Of PIG "PIGS" PIGS" SHAL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR 15. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN WHO WILL PERFORM THE CLEANING OPERATION. ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY 9A ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 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. 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. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED NOT PLACED IN THE AS LAID. SHALL BE METERED/INJECTED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 1PIPE ACSHALL D WITH 7 11LORINEF OF RD SPECIFICATIONS REFERENCED IN 1 ABOVE. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A DIRECTIONS TO MATCH PAVING. MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO THE THECUTILITYUENGINEER'S OFFICE. TWENTY-FOUR HOUR INFORMATION WILL BE SPECIAL NOTES: REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS 1. CONTRACTOR SHALL FIELD LOCATE EX. SEPTIC TANK AND DRAINFIELD, AND REMOVE PRIOR TO STARTING CONSTRUCTION. OR ABANDON PER CITY STDS. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METIERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED By THE CITY OF RENTON, TAPS WHICH MAY BE MADE BY APPROVED P CONTRACTORS WITH PRIORWET WORKS. PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC H WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR 8 0601 TO CITY NOTIFICATIONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 16. 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 DEPARTMENT OF PUBLIC WORKS. ECOAMINNDID F'CA APHlKNAL 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GLITTERS, AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. Date: �' 18. 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 Ely; Date: 026 MI POLICY, WITHIN TEN DAYS. CAL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN Date APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE By; - Date SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE. �'t x FR`:0,1, I I DEVELOPER: MARC ROUSSO 64 RAINER AVE. S., SUITE F RENTON, WA 98055 PHONE: (206) 948 -8899 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WATER AND SEWER Z' EXTENSION PLAN ROUSSO SHORT PLAT 'B' ENGINEER • p ,r DEeIONED DD 18215 72ND AVENUE SOUTH I. Py DRAWN DD DATE 7/23/01 PILL NO KENT, WA 98032 (425)251 -6222 Gt rA4'C ENGVAO- CHECKED HPG eCALE 1 " =20' FIELD (425)251 -8782 FAX APPROVED {-, o mc%7 C4 OF 4 an0- 4 % SCANN ^n CCD Z Q LL L Q