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Home My WebLink AboutS-391401- CB 151 FLIM 24.69' 1 I 24" rPP TO IF 15.49' I - 1 r� I [l 8" PVC TO S, - 1 IIS 18" PVC TO E, ]E=15. SSMH 5 16 I SSM IM=14T55 12x6 REDUCING TEE C� CEN�TE OF $ ChANN L (MJxFL), s GATE VALVE x TO 8G ISE I (FLXMJ) WITH CONC. * j CEJE OF HA NEL BLOCKING foo ELE AT ON=�0.6 N: 175624.84 � E:1291186.98 - U01491 SSMH 5017 ❑ / (R,j D{ NEW HYDRANT PER i CITY OF RENTON STD ` PLAN 310.1 N. 25.0 Lu ` I £:1291 93.44 -EXSS. 4 / `` SEE NATE A. BELOW AND IF NEEDED: ULj um I NEW SS LINE TO AVOID NEN FH. 55LF 8" SS @ 1.4% 1 SANITARY SEWER4,� CAP EXIST TEE 4 CONNECTION WITH N:175595.69 ti < EKSTflG B U I LQ IS CLEANOUT, APPROX ,4, E: 1291185.35 -� PROPERTY CORNER Lu Cf)M A (� F F= 2 5.4 0 N:175571.92 . REBAR SET E: 1291103.52, N:175&133.92 AUDITORUM FF=22.50 ON I s E: 1291205.88 SSMH 5018 SSMH RIM=25.78' - - N88' 1 D5.01 "E m `,. CENTER OF CHANNEL Cn 00 REMOVE SSMH AND REPLACE WITH 7.26' IN TO NW & OUT TO S 4" DDCVA TO BE INSTALLED IN CLEANOUT, EXIST IE OUT = 20.97 _ I I ` 1 CENTER OF CHANNEL mmmmmmm FIRE SPRINKLER BOOM PER COR SEE MECHANICAL DRAWINGS - 1 7 LF ELEVATION= 21.28' STD PLAN 360.5mommommommommom MJXMJ WITH CONC. 10" DI } BLOCKING „ _ N:175541.46 :1 {{ ,r 4 FIRE WATER SUPPLY SSMH RIM -23.92 1 00 12 X10 REDUCING TAPPING E:1291182.41 � i „ 4 - - :.. :::•:............... _ CONNECTION, 10x TE£ >��........ TEE, 10" TAPPING VALVE .........................:... SEE STD PLAN BR�3 - �;� 4,r � � MJXFL , 4 GATE VALVE ............. MJ?{FL PER CITY OF IF IN: 21.02 FLXMJ WITH CONC. BLOCKING �I RENTON STD PLAN 300.1 IF OUT: 20.7 - N:175541.69 PER COR STI) PLAN 310.1 r� , I P N E: 1291189.67 30 D PIPE TO BUILQI G + :22' ::::::::::::: ::�::<::-::::::/ DIP elf A N:175432.91 ..j�:D E. 1291010.25 r .: ... I: `�... f 11 LF :; :m ,: �:: f mmmmmf 10 DI :F:1: : } �.. ::,: 4 PIV2,r ,4 I:N: :::.:;;;:::PE::GOR: T#?::•::: % PROPERTY CORNER 10" 45' BEND ::350::x: :f N, 175515.86 ::'' .•: i _m f E:1291207.87 MJXMJ WITH CONC. �.............:•.:......... . : ............ :....., ..... BLOCKING �:: �.. D99K Tf� .:A��#� ' TE N:175443.69 .... f' }R ST P, A 2 M :: I £:1290982.42 / 'r ...... - _ M Y 1:"::::,�`:`•. LVE % 10 45' BEND MJXMJ :.. .:::::: FOR 'I P COR o WITH IDONC. ...... .................... ......... .............:........... :. .. ::::::STEP :: N: 40. �'1 BLOCI4ING j } � N:175532.24 "CONNECTION o,'1 f 10 ..:: ti ::. .. 3:f WATER, E:1291182.46 Z PER CITY OF $ f �ET P OR STD PLAN ... ... ..... ... :.., ``:'`.. - RENTON STD �• �� '� , PLAN 300.5 � . N:175442.88 ' YDRANT PER ¢ 1=:1290979.93 % OF RENTON STD PLAN 310.1 N: fi 75447.25 % '��`� � �� . E:1291040.73 1 WATER EASEMENT P IE=15 4, -_ CB PI 4M 21. l 'PP IE = ; 25 LF.29 LF DP TO N , I - 8.61 r S62' 53,66"E `10 DI I0 DI f 22.61' ' f 10" 22.5' BEND ! (MJXMJ) WITH S87' 44' 53.66"E CONC. BLOCKIN 66.55; N: 175433.20 i r E: 1291002.46 --- � 10" 45' BEND 2" WATEF2 SERVICE MJXMJ WITH PROPERTY COR R 36 LU M CONNECTION TEE CONC. BLOCKING N. E:1291911 0020 1 . (MJXMJ) WITH r N: 175430.59 5 CONC. BLOCKING E: 1291058.95 IN:175432.71 £:1291015.12 r PP Tr) PROPERTY CORNER } I, {� f x OX6 REDUCING ' N:175410,52 RV 65- T (MJxFL), 6" E: 1291048, 34 R GA VALVE J 6 (FLXMJ�- WITH � CONC. BL'5CKING f N: 175431.72 l --- -- - MID POINT OF E:1291040.12 - - PROPERTY LINE ARC 1 - - - -` N: 175357.55 / E:1290940.57 f WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSIDOT f APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON, A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-4245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEIN AND UNDAMAGED, AND 'CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN W RITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINE DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104, PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI{AWWA 0110{A21AGM. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE TYPE, POLYETHYLENE PLASTIC PER AWWAC105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, ANO TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOWOFF ASSEMBLIES, AND THRUST RESTRAINT f BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW INET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING, SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXWING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 + + * PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT MARCH 2010 NOTE A. CONTRACTOR SHALL LOCATE, Horizontally and vertically per City Note; Please show the existing sewer manholes and sewer mains in the plan. Add note on the plan. * "Pothole the existing sewer line GM04919 from SSMH5016 to SSMH5017 prior to installation of the new fire hydrant. If there if field conflict between the new fire hydrant and the existing sewer main and/or the sewer manhole, then a new sewer main is required to be provided from SSMH5018 to SSMH5016. Prior to the new sewer main from SSMH5018 to SSMH5016, ccty-ing of the existing sewer main between SSMH5016 and SSMH5017 and the existing sewer main between SSMH5017 and SSMH5018 is required to confirm that there are no existing utility service connections in these lines that will be impacted by the abandonment of these sewer lines." VERTICAL: NAVD 1986 ' HORIZONTAL NAR] 1483/1991�II + CITY E RENTON DATUM�T Planning/Building/Public Works Dept Lf) iI LO r H `LS 7 - cc cc OL NOVAdyne Civil Engineers CD Seatde 425--753-18139 Portland 971-295-6441 oonsgnovadyne.usA��a�+�9 Eslablished 1983 Anchorage Seattle Porgand �'�� S-3914-001 1 ° C/)Z 0- X IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Lu WASTEWATER UTILITY 0 WATER UTILITYt.:� C) dchriten 06/01/2017 Abdoul Gafour 0610612017 � ' < I - DEVELOPMENT ENGINEERING 0 rnair 06108/2017 lfA l L. SEATTLE PIPE TRADES EXPANSION '3/10/17 w FIELDODOK: J 595 Monster Road SUV PAGE: � SANITARY SEWER AND WATER MAIN DRAMnNGC3,0 Lu RELOCATION PLAN SHEET: 8 "17 0 SURWYM EwI } SCAxE: r} 1 "-G0t OUIG,N DKS 2 CD SUBMITTAL TO CITY FOLLOWING POSTSCREEN REVIEW DKS 017-05-05 ORA'HN'. FCS ONE INCH 1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW DKS 2017-03-23 CHECKM DKS Ai FULL 5CPLE F NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR .6fiPROvE0: WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSIDOT f APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON, A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-4245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEIN AND UNDAMAGED, AND 'CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN W RITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINE DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104, PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI{AWWA 0110{A21AGM. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE TYPE, POLYETHYLENE PLASTIC PER AWWAC105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, ANO TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CRY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOWOFF ASSEMBLIES, AND THRUST RESTRAINT f BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW INET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING, SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXWING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 + + * PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT MARCH 2010 NOTE A. CONTRACTOR SHALL LOCATE, Horizontally and vertically per City Note; Please show the existing sewer manholes and sewer mains in the plan. Add note on the plan. * "Pothole the existing sewer line GM04919 from SSMH5016 to SSMH5017 prior to installation of the new fire hydrant. If there if field conflict between the new fire hydrant and the existing sewer main and/or the sewer manhole, then a new sewer main is required to be provided from SSMH5018 to SSMH5016. Prior to the new sewer main from SSMH5018 to SSMH5016, ccty-ing of the existing sewer main between SSMH5016 and SSMH5017 and the existing sewer main between SSMH5017 and SSMH5018 is required to confirm that there are no existing utility service connections in these lines that will be impacted by the abandonment of these sewer lines." VERTICAL: NAVD 1986 ' HORIZONTAL NAR] 1483/1991�II + CITY E RENTON DATUM�T Planning/Building/Public Works Dept Lf) iI LO r H `LS 7 - cc cc OL NOVAdyne Civil Engineers CD Seatde 425--753-18139 Portland 971-295-6441 oonsgnovadyne.usA��a�+�9 Eslablished 1983 Anchorage Seattle Porgand �'�� S-3914-001 1 ° C/)Z 0- X IN COMPLIANCE WITH CITY OF RENTON STANDARDS W Lu WASTEWATER UTILITY 0 WATER UTILITYt.:� C) dchriten 06/01/2017 Abdoul Gafour 0610612017 � ' < I - DEVELOPMENT ENGINEERING 0 rnair 06108/2017 lfA l L. SEATTLE PIPE TRADES EXPANSION '3/10/17 w FIELDODOK: J 595 Monster Road SUV PAGE: � SANITARY SEWER AND WATER MAIN DRAMnNGC3,0 Lu RELOCATION PLAN SHEET: 8 "17 0