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HomeMy WebLinkAboutS-293801F- f- ° i- I CL CL C M WJ wA CL z CL �JJ g ZQC, 0 Ww o I- Of W I a 0 oz Y 3 Z E- a �x rn a c ® �� a a s3 0 R1.1 , e 10 20 40 a O \ \ \ \ ` ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O \ \O\ \ \ \ \\ \ WATER AND SEWER EXTENSION PLAN A PORTION OF THE SE 1/4 OF SECTION 5, TWP. 23 N., RGE. 5 E., W.M. EX. UT!Ln POI _ I S" FIR H: J. 14" F? 14�1a tai. FIR LOT 1 j �) LOT 2 F�__ EX. HOUSE c 4 = EY, POOL_ UTILITY POi,E -n. GARAGE PROPOSED 22'x137' EASEMENT FOR SHARED DRIVEWAY EX. CYLCLONI FENCE (TOP.) WATER AND SEWER DATA TABLE: 10 CONNECT TO IX. WATER SERVICE LINES © CLEAN OUT PER CITY SIDS. (TYP OF 3 LOCATIONS RIM - 307.7± CONTRACTOR, SHALL FIELD VERIFY, IE= 297.77 HORIZONTAL AND VERTICAL LOCATION OF IX. SERVICE LINE PRIOR TO O7 CLEAN OUT CONSTRUCTION. RIM - 307.5± IE =298.50 Q CONNECT TO IX. 6' SIDE SEWER PER CITY SIDS. (TYP. OF 3 LOCATIONS) CONTRACTOR ® INSTALL SINGLE SERVICE SHALL FIELD VERIFY HORIZONTAL AND WATER METER PER DETAIL VERTICAL LOCATION OF EX. SERVICE LINES THIS SHEET PRIOR TO CONSTRUCTION. O CLEAN OUT O CLEAN -OUT RIM - 307.6± RIM - 306.5± IE= 297.11 IE :300.95 40 WATER SERVICE LINE PER CITY STDS. �e 10 PROVIDE TRANSITION COUFLING T' SL'0.tlAGE 1t61A1H0 1'Abna (� FROM C900 TO PVC -SDR35 1 (TYP. FOR ALL 3 CONNECTIONS) 50 6" PVC. SIDE SEWER AT 2% MIN. SLOPE 11-1/2'x 17 -1/2' CONCRETE METER IN UNIMPROVED RIGHT OF WAY BOX WITH 3/16' STEEL DIAMOND PLATE INSTALL METER BOX AT COVER EQUAL TO FOG TITE METER PROPERTY LINE, SEAL CO. 1D METER BOX. r SIDEWALK w'- ')^%+= Yt;YL'T" `.: •"_1 u WATER METER TO BE SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING eea,e° FORD 2-15V SETTER VIA 172 -15W (FOR 5 /8' x 3/4' METER) CAST IRON OR B 17INLET (FOR 1' METER) DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT CK GRIPPER. PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE WATERMAIN OF WATER MAIN TO PROVIDE ION OUTLET. SLACK IN .COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. Z LINE TO METER. 0 CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE V) THREAD (CC). PACK JOINT 0/4' F1000) IN THE FUTURE INSTALL (1' `1000) FORD C14 -33 OR 44 FIDT x COMPRESSION COUPLING 3/4. OR V GALVANIZED PLUG ee L e° FOR SERVICE FROM EXISTING STEEL 3/4° & 1" WATER SERVICE a ASBESTOS'. CEMENT OR PVC WATER MAINS INSTALL DOUBLE STRAP SERVICE CLAMP aWi EQUAL TO MUELLER CO. ® ADOPTED FJ AD wnow, A-�� DWG. NAME: BR41 SP PACE:8106 z t w-ar -spit � I W Z If LOT 3 r� i 19.00 W =X in CBI EX. BIN. / -u � Fy C9 I 1 0 1 II II I W 1 R 8 n i E4 V�j TER N M I SERVICES LINE (TYP.) I EX. 6 "1 SEWER SIDE (NP.) . I I g X a 61; ll 2 q. I 10`< •II w II ' \ if EX. �SPHAL T i �__f-�: _- - i II AIL \\ IiI �I II (� �-R /W t I II II II I I 1 i i I � I WATER AND SEWER EXTENSION PLAN A PORTION OF THE SE 1/4 OF SECTION 5, TWP. 23 N., RGE. 5 E., W.M. EX. UT!Ln POI _ I S" FIR H: J. 14" F? 14�1a tai. FIR LOT 1 j �) LOT 2 F�__ EX. HOUSE c 4 = EY, POOL_ UTILITY POi,E -n. GARAGE PROPOSED 22'x137' EASEMENT FOR SHARED DRIVEWAY EX. CYLCLONI FENCE (TOP.) WATER AND SEWER DATA TABLE: 10 CONNECT TO IX. WATER SERVICE LINES © CLEAN OUT PER CITY SIDS. (TYP OF 3 LOCATIONS RIM - 307.7± CONTRACTOR, SHALL FIELD VERIFY, IE= 297.77 HORIZONTAL AND VERTICAL LOCATION OF IX. SERVICE LINE PRIOR TO O7 CLEAN OUT CONSTRUCTION. RIM - 307.5± IE =298.50 Q CONNECT TO IX. 6' SIDE SEWER PER CITY SIDS. (TYP. OF 3 LOCATIONS) CONTRACTOR ® INSTALL SINGLE SERVICE SHALL FIELD VERIFY HORIZONTAL AND WATER METER PER DETAIL VERTICAL LOCATION OF EX. SERVICE LINES THIS SHEET PRIOR TO CONSTRUCTION. O CLEAN OUT O CLEAN -OUT RIM - 307.6± RIM - 306.5± IE= 297.11 IE :300.95 40 WATER SERVICE LINE PER CITY STDS. �e 10 PROVIDE TRANSITION COUFLING T' SL'0.tlAGE 1t61A1H0 1'Abna (� FROM C900 TO PVC -SDR35 1 (TYP. FOR ALL 3 CONNECTIONS) 50 6" PVC. SIDE SEWER AT 2% MIN. SLOPE 11-1/2'x 17 -1/2' CONCRETE METER IN UNIMPROVED RIGHT OF WAY BOX WITH 3/16' STEEL DIAMOND PLATE INSTALL METER BOX AT COVER EQUAL TO FOG TITE METER PROPERTY LINE, SEAL CO. 1D METER BOX. r SIDEWALK w'- ')^%+= Yt;YL'T" `.: •"_1 u WATER METER TO BE SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING eea,e° FORD 2-15V SETTER VIA 172 -15W (FOR 5 /8' x 3/4' METER) CAST IRON OR B 17INLET (FOR 1' METER) DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT CK GRIPPER. PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE WATERMAIN OF WATER MAIN TO PROVIDE ION OUTLET. SLACK IN .COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. Z LINE TO METER. 0 CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE V) THREAD (CC). PACK JOINT 0/4' F1000) IN THE FUTURE INSTALL (1' `1000) FORD C14 -33 OR 44 FIDT x COMPRESSION COUPLING 3/4. OR V GALVANIZED PLUG ee L e° FOR SERVICE FROM EXISTING STEEL 3/4° & 1" WATER SERVICE a ASBESTOS'. CEMENT OR PVC WATER MAINS INSTALL DOUBLE STRAP SERVICE CLAMP aWi EQUAL TO MUELLER CO. ® ADOPTED FJ AD wnow, A-�� DWG. NAME: BR41 SP PACE:8106 z t w-ar -spit LOT 3 JNDO'17'45'W i i 19.00 11-1/2'x 17 -1/2' CONCRETE METER IN UNIMPROVED RIGHT OF WAY BOX WITH 3/16' STEEL DIAMOND PLATE INSTALL METER BOX AT COVER EQUAL TO FOG TITE METER PROPERTY LINE, SEAL CO. 1D METER BOX. r SIDEWALK w'- ')^%+= Yt;YL'T" `.: •"_1 u WATER METER TO BE SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING eea,e° FORD 2-15V SETTER VIA 172 -15W (FOR 5 /8' x 3/4' METER) CAST IRON OR B 17INLET (FOR 1' METER) DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT CK GRIPPER. PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE WATERMAIN OF WATER MAIN TO PROVIDE ION OUTLET. SLACK IN .COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. Z LINE TO METER. 0 CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE V) THREAD (CC). PACK JOINT 0/4' F1000) IN THE FUTURE INSTALL (1' `1000) FORD C14 -33 OR 44 FIDT x COMPRESSION COUPLING 3/4. OR V GALVANIZED PLUG ee L e° FOR SERVICE FROM EXISTING STEEL 3/4° & 1" WATER SERVICE a ASBESTOS'. CEMENT OR PVC WATER MAINS INSTALL DOUBLE STRAP SERVICE CLAMP aWi EQUAL TO MUELLER CO. ® ADOPTED FJ AD wnow, A-�� DWG. NAME: BR41 SP PACE:8106 z t w-ar -spit N00' 138' 8.38 l I� SANITARY SEWER NOTES AND WATER UTLEY - GENERAL NOTES 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. OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENEON. SET OF APPROVED PUNS SHALL BE KEPT ON SITE AT ALL TIMES DURING 2. THE HOURS OF WORK IN THE STREET .RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO CONSTRUCTION. 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF DEPARTMENT. FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 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 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER i AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE i STANDARD SPECIFICATIONS. CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48 -HOUR LOCATORS, 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE 1 -800- 424 -5555. CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO i AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR i 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED RivR TO LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO J01NTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. ADVANCE OF BACKF1WNG ALL CONSTRUCTION. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED PRESSURE RATED AS 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C1107A21.10 -82. CEMENT CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE SITE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY ANSI /AWWA C153/A21.53 -84. 3 -INCH TO 12 -INCH DIAMETER FITTINGS WHICH HAVE i OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH 1 ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND R. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE AN AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A PRECEDENCE OVER ALL OTHER PLANS. MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53 -5.3 IS IN PROGRESS. OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 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 THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BRONZED - MOUNTED DOUBLE DISK WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 11. BACKRLL SMALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M&H. ALL AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH VALVES 12" IN DIAMETER AND LARGER, SMALL BE INSTALLED N A VAULT. SEE WATER 1, LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1' BYPASS INSTALLATION. i 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 SIRE AS DESCRIBED. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 -INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2/ 1/2 INCH MOM 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY NOZZLES WITH NATIONAL STANDARD'' 7 -INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO AND ROOT DIAMETER 4.6263, 1 1/4 -INCH PENTAGON OPERATING NUT OPENED BY TURNING THE EXISTING ASPHALT SHALL BE NEATLINE CUT. WITH SAW IN A CONTINUOUS TINE. A COUNTER CLOCKWISE (LEFT). TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES SHALL BE PER CITY OF RENTON CURRENT STANDARDS. BELOW FINISH GRADE. ALL WATERMAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE'.. UTILITY CONFLICTS OCCUR, WATER MANS ARE 13. DATUM SHALL BE CITY OF RENTON. U.S.0 AND G.S. TO BE LOWERED TO CLEAR. 14. ALL DISTURBED AREAS SHALL BE SEWED AND MULCHED OR OTHERWISE STABILIZED TO THE 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE CLEANING "PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES COMPLETION OF CONSTRUCTION. AQUA SWAB -AS OR APPROVED EQUAL .2 LB /CU FT. DENSITY FOAM WITH RDA DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG' ONLY. "PIGS" SHALL BE CYLINDER 15. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR i ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD WHO WILL PERFORM THE CLEANING OPERATION. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE UNYIELDING BASE PIPE BEDDING SMALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. PIPE. 98. ALL WATER MAINS AND SERVICES SWILL BE DISINFECTED BY THE INJECTION" OF A 50 PPM 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. SHALL NOT BE PLACED IN THE PIPE AS WD. CHLORINE SMALL BE MEIERED/INJECTED N ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM REFERENCED IN 1 ABOVE. 18 INCHES ABOVE FINISHED GRADE: IN PAVED AREA, COVER MUST SLOPE IN ALL j DIRECTIONS TO MATCH PAVING. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 REE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING TH PRECONSTRUCTION CONFERENCE, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. NOTES: PRIOR IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS SPEICLAL PRIOR TO STARTING CONSTRUCTION. 1. CONTRACTOR SHALT_ FIELD LOCATE EX. SEPTIC TANK AND DRAINFIELD, AND REMOVE 12 INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE PER CITY SIDS 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, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. O� EAQa �4h�� 14. INSPECTION WILL BE ACCOMPLISHED BY N I REPRESENTATIVE OF THE CRY OF DEPARTMENT RENTON. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 3/4'• SQUARES SPACED - 3/4" 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING As INDICATED - HT. 1/8" AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. o ❑ ❑ �., ..A.. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, NUTS, BOLTS, ETC. SHALL AS �: MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL ❑... 13 ❑ T ^', CLASS 3000 APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. 13 13 13 ,.. �• ' ,at)1` 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A MINIMUM DEPTH OF FECOMMENCIM FOR TWO INCHES OIL MAT STREETS MAY BE CUT. ALL RAISE -1/2" �°- "'" SIDEWALKS, CU%, GUTTERS, AND DRIVEWAY SPADE SHALL BE SAONCUT PAVEMENT, WIDE BORDER 12,• B MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. FIBER JOINT a / � DOLL 1C' , PACKING 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL NTO Dote: r i L POLICY, TMTEN DAYS. CALL FOR SUBGRADEINSPECTIONOPRIOR TO PLACEMENT OF vr• r' - =r �' FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN 4$ (1 /8) BEND AA /� APPROVAL OF THE INSPECTOR. _! B,, fT60ow/ GIpCN �, g Iz O( 19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SMALL BE _� .. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL e• ' Date CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE. By: e•• b ' LAST IRON RING AND COVER CITY OF RENTON d •'t DEVELOPER, P. GR(/ MARC ROUSSO /'� DEPARTMENT OP PUBLIC WORKS PIPE MATERIAL AS SPECIFIED K* �. p{ WASH B 6 BONN WA 98055 SUITE F �`T���V' P ONE 1206 948 8899 P 0 WATER AND SEWER PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN-OUT IN SAME MANNER AS �L N�1e'e ADOPTED ' M ( !® owl aa SP PAGE:9076 H EXTENSION PLAN u ROUSSO SHORT PIA ' 1�. yG Pb? DC!»N1® DD DATE 7/23/01 IAN! NO. DRAWN 18215 72ND AVENUE SOUTH ,p KENT, WA 98032 <TA EE A eom e-r WALE .1' -20' n D FA .(425)251 -6222 NG ENG1N (425)251 -8782 FAX APPROVED BRAT C4 opl SCANNED FEB 15 2002 A ' Mx N ri 0 v c tt S i z W U m LOT 3 JNDO'17'45'W i i 19.00 SANITARY SEWER NOTES AND WATER UTLEY - GENERAL NOTES 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. OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENEON. SET OF APPROVED PUNS SHALL BE KEPT ON SITE AT ALL TIMES DURING 2. THE HOURS OF WORK IN THE STREET .RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO CONSTRUCTION. 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF DEPARTMENT. FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 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 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER i AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE i STANDARD SPECIFICATIONS. CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48 -HOUR LOCATORS, 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE 1 -800- 424 -5555. CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO i AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR i 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED RivR TO LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO J01NTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN WRAPPED PER ANSI /AWWA C105 -77 STANDARDS. ADVANCE OF BACKF1WNG ALL CONSTRUCTION. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED PRESSURE RATED AS 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C1107A21.10 -82. CEMENT CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE SITE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY ANSI /AWWA C153/A21.53 -84. 3 -INCH TO 12 -INCH DIAMETER FITTINGS WHICH HAVE i OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. MECHANICAL JOINTS AND /OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH 1 ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND R. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE AN AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A PRECEDENCE OVER ALL OTHER PLANS. MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53 -5.3 IS IN PROGRESS. OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 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 THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BRONZED - MOUNTED DOUBLE DISK WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 11. BACKRLL SMALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M&H. ALL AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH VALVES 12" IN DIAMETER AND LARGER, SMALL BE INSTALLED N A VAULT. SEE WATER 1, LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1' BYPASS INSTALLATION. i 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 SIRE AS DESCRIBED. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 -INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2/ 1/2 INCH MOM 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY NOZZLES WITH NATIONAL STANDARD'' 7 -INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO AND ROOT DIAMETER 4.6263, 1 1/4 -INCH PENTAGON OPERATING NUT OPENED BY TURNING THE EXISTING ASPHALT SHALL BE NEATLINE CUT. WITH SAW IN A CONTINUOUS TINE. A COUNTER CLOCKWISE (LEFT). TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES SHALL BE PER CITY OF RENTON CURRENT STANDARDS. BELOW FINISH GRADE. ALL WATERMAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE'.. UTILITY CONFLICTS OCCUR, WATER MANS ARE 13. DATUM SHALL BE CITY OF RENTON. U.S.0 AND G.S. TO BE LOWERED TO CLEAR. 14. ALL DISTURBED AREAS SHALL BE SEWED AND MULCHED OR OTHERWISE STABILIZED TO THE 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE CLEANING "PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES COMPLETION OF CONSTRUCTION. AQUA SWAB -AS OR APPROVED EQUAL .2 LB /CU FT. DENSITY FOAM WITH RDA DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG' ONLY. "PIGS" SHALL BE CYLINDER 15. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR i ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD WHO WILL PERFORM THE CLEANING OPERATION. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE UNYIELDING BASE PIPE BEDDING SMALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. PIPE. 98. ALL WATER MAINS AND SERVICES SWILL BE DISINFECTED BY THE INJECTION" OF A 50 PPM 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. SHALL NOT BE PLACED IN THE PIPE AS WD. CHLORINE SMALL BE MEIERED/INJECTED N ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD SPECIFICATIONS 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM REFERENCED IN 1 ABOVE. 18 INCHES ABOVE FINISHED GRADE: IN PAVED AREA, COVER MUST SLOPE IN ALL j DIRECTIONS TO MATCH PAVING. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 REE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING TH PRECONSTRUCTION CONFERENCE, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. NOTES: PRIOR IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS SPEICLAL PRIOR TO STARTING CONSTRUCTION. 1. CONTRACTOR SHALT_ FIELD LOCATE EX. SEPTIC TANK AND DRAINFIELD, AND REMOVE 12 INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE PER CITY SIDS 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, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. O� EAQa �4h�� 14. INSPECTION WILL BE ACCOMPLISHED BY N I REPRESENTATIVE OF THE CRY OF DEPARTMENT RENTON. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 3/4'• SQUARES SPACED - 3/4" 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING As INDICATED - HT. 1/8" AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. o ❑ ❑ �., ..A.. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, NUTS, BOLTS, ETC. SHALL AS �: MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL ❑... 13 ❑ T ^', CLASS 3000 APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. 13 13 13 ,.. �• ' ,at)1` 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A MINIMUM DEPTH OF FECOMMENCIM FOR TWO INCHES OIL MAT STREETS MAY BE CUT. ALL RAISE -1/2" �°- "'" SIDEWALKS, CU%, GUTTERS, AND DRIVEWAY SPADE SHALL BE SAONCUT PAVEMENT, WIDE BORDER 12,• B MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. FIBER JOINT a / � DOLL 1C' , PACKING 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL NTO Dote: r i L POLICY, TMTEN DAYS. CALL FOR SUBGRADEINSPECTIONOPRIOR TO PLACEMENT OF vr• r' - =r �' FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN 4$ (1 /8) BEND AA /� APPROVAL OF THE INSPECTOR. _! B,, fT60ow/ GIpCN �, g Iz O( 19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SMALL BE _� .. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL e• ' Date CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE. By: e•• b ' LAST IRON RING AND COVER CITY OF RENTON d •'t DEVELOPER, P. GR(/ MARC ROUSSO /'� DEPARTMENT OP PUBLIC WORKS PIPE MATERIAL AS SPECIFIED K* �. p{ WASH B 6 BONN WA 98055 SUITE F �`T���V' P ONE 1206 948 8899 P 0 WATER AND SEWER PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN-OUT IN SAME MANNER AS �L N�1e'e ADOPTED ' M ( !® owl aa SP PAGE:9076 H EXTENSION PLAN u ROUSSO SHORT PIA ' 1�. yG Pb? DC!»N1® DD DATE 7/23/01 IAN! NO. DRAWN 18215 72ND AVENUE SOUTH ,p KENT, WA 98032 <TA EE A eom e-r WALE .1' -20' n D FA .(425)251 -6222 NG ENG1N (425)251 -8782 FAX APPROVED BRAT C4 opl SCANNED FEB 15 2002 A ' Mx N ri 0 v c tt S i z W U m 3/4'• SQUARES SPACED - 3/4" 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING As INDICATED - HT. 1/8" AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. o ❑ ❑ �., ..A.. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, NUTS, BOLTS, ETC. SHALL AS �: MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL ❑... 13 ❑ T ^', CLASS 3000 APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. 13 13 13 ,.. �• ' ,at)1` 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A MINIMUM DEPTH OF FECOMMENCIM FOR TWO INCHES OIL MAT STREETS MAY BE CUT. ALL RAISE -1/2" �°- "'" SIDEWALKS, CU%, GUTTERS, AND DRIVEWAY SPADE SHALL BE SAONCUT PAVEMENT, WIDE BORDER 12,• B MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. FIBER JOINT a / � DOLL 1C' , PACKING 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL NTO Dote: r i L POLICY, TMTEN DAYS. CALL FOR SUBGRADEINSPECTIONOPRIOR TO PLACEMENT OF vr• r' - =r �' FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN 4$ (1 /8) BEND AA /� APPROVAL OF THE INSPECTOR. _! B,, fT60ow/ GIpCN �, g Iz O( 19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SMALL BE _� .. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL e• ' Date CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE. By: e•• b ' LAST IRON RING AND COVER CITY OF RENTON d •'t DEVELOPER, P. GR(/ MARC ROUSSO /'� DEPARTMENT OP PUBLIC WORKS PIPE MATERIAL AS SPECIFIED K* �. p{ WASH B 6 BONN WA 98055 SUITE F �`T���V' P ONE 1206 948 8899 P 0 WATER AND SEWER PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN-OUT IN SAME MANNER AS �L N�1e'e ADOPTED ' M ( !® owl aa SP PAGE:9076 H EXTENSION PLAN u ROUSSO SHORT PIA ' 1�. yG Pb? DC!»N1® DD DATE 7/23/01 IAN! NO. DRAWN 18215 72ND AVENUE SOUTH ,p KENT, WA 98032 <TA EE A eom e-r WALE .1' -20' n D FA .(425)251 -6222 NG ENG1N (425)251 -8782 FAX APPROVED BRAT C4 opl SCANNED FEB 15 2002 A ' Mx N ri 0 v c tt S i z W U m PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN-OUT IN SAME MANNER AS �L N�1e'e ADOPTED ' M ( !® owl aa SP PAGE:9076 H EXTENSION PLAN u ROUSSO SHORT PIA ' 1�. yG Pb? DC!»N1® DD DATE 7/23/01 IAN! NO. DRAWN 18215 72ND AVENUE SOUTH ,p KENT, WA 98032 <TA EE A eom e-r WALE .1' -20' n D FA .(425)251 -6222 NG ENG1N (425)251 -8782 FAX APPROVED BRAT C4 opl SCANNED FEB 15 2002 A ' Mx N ri 0 v c tt S i z W U m