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CITY OF RENTON SANITARY SEWER NOTES AND SPECS:
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WiTH THE STANQARDS AND SPECIFICATIONS
OF THE CITY OF RENTON PUNNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST 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 PUNS SHALL BE
KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN
APPROVED TRAFFIC CONTROL PUN MUST BE OBTAINED PRIOR TO BEGIMW ANY WORK WITHIN PMC
BHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING
NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSOUTY TO SECURE ALL NECESSARY
PERMITS PRiOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED
PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED PRO ED BY THE CITYF
0 RENTON PUBLIC
WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER
ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BI#I.T DRAW OF THE SANITARY
SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROF'ESSMAL ENGINEER OR
LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL hALl. BE PLACED
EQUALLY ON BOTH SIDES Q D S OF THE PIPE IN DYERS WITH A
LOOSE AVERAGE
DEPTH OF 6 INCHES, MAX" DEPTH OF 8 INCHES, THOROUGHLY TAMPMNG EACH DYER TO 95
PERCENT OF MAXIM M 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.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE
BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 DIETERS DESS OTHERWISE
APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND
NOTE:
5106 -GA- I 500 PROVIDE 2" PVIC LATERAL VENT. ROUTE VENT INTO
BUILDING, SEE MECHANICAL PLANS FOR CONTNJATION.
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10'-4"
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(4 Places in Top) \_ (3) -No. 24 x 4 Casting (Each Corner)
(Bolt Down & Gasketed)
24" Dia. Clear Access
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SECTION AA
Notes:
Designed in accordance with iAPMO/ANSI Z1001 Manufactured per ASTM C1613
- Loading per ASTM C890 for AASHTO HS20-44 vehicle loading and maximum soil cover of 5-0"
- Maximum allowable DFUs (Drainage Fixture Units) = 172 (equivalent to 1,500 gallon size)
- Corrosion resistant coatings can be applied to extend the life of the tank.
Contractor Requirements:
- Ventilate the interceptor to open atmosphere
- Leak Test per IAPMO/ANSI Z1000 Section 9.1.2 to 9.1.4
Manufacturer's recommendations:
Ventilate each end to open atmosphere.
- Prior to "Start Up" of System, fill with clean water through inlet bay to bottom of transfer pipe (approx. one foot deep).
- Follow Regular Inspection, Cleaning, & Maintenance Schedule (See Clean Out & Maintenance).
C� P recast t ;
5106 -GA -1500 5106 -GA -1540
� Ll GREASE INTERCEPTOR
File Name: 020ECG5106GA
1544 AL N
PO Box 2 Wilsonville, _ Issue Date: 2015 G �-�
3 3, so e, Oregon 97070 0323
........................... ....
..................... .__..__............._._...••----.................
Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.comfwilsonville
GREASE INTERCEPTOR .�
ELEVATIONS ARE NOTED ON THE PUNS.
13. 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.
14. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE
NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUIL.DiNG/PUBLIC WORKS
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT1APWA STMWDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANiNDARD PUNS & SPECIFICATIONS.
11
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COiIr1PACTION 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 BEDOW %TALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 359
OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
UTILITY NOTES:
1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET 1 OF 1.
2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY
PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN
THE EVENT OF ANY DISCREPANCY FROM THE INF►TION PRESENTED ON THESE PLANS CONTRACTOR
SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY.
3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING,
AND UTILITY IMPROVEMENTS.
4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS
OTHERWISE INDICATED ON PLAN.
5. PROVIDE 10' MHMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN WATER, SANITARY
SEWER AND STORMMATER LIDS.
6. PROVIDE MINI 7' HORIZONTAL AND 1' VERTICAL SEPARATION BETWEEN STORMWATER AND UTILITY
LINES (OTHER THAN WATER, WATER HORIZONTAL SEPARATION IS 100). MHMUM VERTICAL SEPARATION OF
WATER AND OTHER UTILITIES IS 12".
7. ANY WORK INVOLVING PAVEMENT CUTS ON NE 4TH STREET WILL INCLUDE PANEL/PAVEMENT RESTORATION
PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY STANDARDS.
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tI 43432
UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM N.
X61 GI ST'E�'
2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IDNAL E NO,
Aug 25 2015 4:1.3 PM COS
WATER PLAN GENERAL NOTES Standard Plan No. 300-
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PJBLK WORK'S
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SIw110FWA 10NS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL R KEPT AT THE JOB SITE WHENEVER CONSTRUCTM
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRiOR TO THE START OF OONM"1RUCT10N. THE CONTPAIC'TOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERNulflS TO "O" I-TRUCTiON.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS Stall ME NEW AND UNItAAN1AfGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF MENTON lRIC1R TO IIIIIIIIINGIING ANY
MATERIALS ON-SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED 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 DUC'Tillr MON! PIPE FITTINGS SHALL R CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL K WitAPPIED WiTH 941AIL SLACK, TUNE TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR POPE DIAMIIE ER OF 104MM OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL R 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 DIWEWAYS, AND 25 PERCENT MOD IN UNPAVED
AREAS. ALL PiPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN RACE IN AfCCOR0IAMCE WITH CRY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND MORi' MAL IIIEIEDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQIMRED ON ALL MECtIANKAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PIOR
TO BEING FLUSHED
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL. SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKMM6 FOR TESTING AND MJMTY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN E01171NIS 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 130 PSI AIM WORKING
PRESSURE WiTH A MINMAUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MA=MJh4 OF 5 PSI SURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE Stall R DNSMrffCTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUNK WORKS IMIIIIIECTOR.
9. THE CONTRACTOR SHALL NOTIFY THEF T
CITY O RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EVO6E THE EKWrM WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADA/7ORS AND F TVM REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATES AND MOViDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE E1RTOG WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE REST NATION.
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FINE MATERIAL AS,SPEC t<I ISD:
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Planning/Building/Public Works Dept.
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UTILITY PLAN
NOTES AND DETAILS
08.25.2015
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SECTION AA
Notes:
Designed in accordance with iAPMO/ANSI Z1001 Manufactured per ASTM C1613
- Loading per ASTM C890 for AASHTO HS20-44 vehicle loading and maximum soil cover of 5-0"
- Maximum allowable DFUs (Drainage Fixture Units) = 172 (equivalent to 1,500 gallon size)
- Corrosion resistant coatings can be applied to extend the life of the tank.
Contractor Requirements:
- Ventilate the interceptor to open atmosphere
- Leak Test per IAPMO/ANSI Z1000 Section 9.1.2 to 9.1.4
Manufacturer's recommendations:
Ventilate each end to open atmosphere.
- Prior to "Start Up" of System, fill with clean water through inlet bay to bottom of transfer pipe (approx. one foot deep).
- Follow Regular Inspection, Cleaning, & Maintenance Schedule (See Clean Out & Maintenance).
C� P recast t ;
5106 -GA -1500 5106 -GA -1540
� Ll GREASE INTERCEPTOR
File Name: 020ECG5106GA
1544 AL N
PO Box 2 Wilsonville, _ Issue Date: 2015 G �-�
3 3, so e, Oregon 97070 0323
........................... ....
..................... .__..__............._._...••----.................
Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.comfwilsonville
GREASE INTERCEPTOR .�
ELEVATIONS ARE NOTED ON THE PUNS.
13. 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.
14. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE
NTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUIL.DiNG/PUBLIC WORKS
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT1APWA STMWDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANiNDARD PUNS & SPECIFICATIONS.
11
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COiIr1PACTION 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 BEDOW %TALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 359
OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE
FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
UTILITY NOTES:
1. FOR EXISTING SYMBOLS REFER TO TOPOGRAPHICAL SURVEY SHEET 1 OF 1.
2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY
PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN
THE EVENT OF ANY DISCREPANCY FROM THE INF►TION PRESENTED ON THESE PLANS CONTRACTOR
SHALL NOTIFY THE DESIGN ENGINEER OF THE SITUATION IMMEDIATELY.
3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING,
AND UTILITY IMPROVEMENTS.
4. CONSTRUCT ALL UTILITY IMPROVEMENTS IN CONFORMANCE WITH THE TRENCH SECTION DETAIL UNLESS
OTHERWISE INDICATED ON PLAN.
5. PROVIDE 10' MHMUM HORIZONTAL AND 18" MIN. VERTICAL SEPARATION BETWEEN WATER, SANITARY
SEWER AND STORMMATER LIDS.
6. PROVIDE MINI 7' HORIZONTAL AND 1' VERTICAL SEPARATION BETWEEN STORMWATER AND UTILITY
LINES (OTHER THAN WATER, WATER HORIZONTAL SEPARATION IS 100). MHMUM VERTICAL SEPARATION OF
WATER AND OTHER UTILITIES IS 12".
7. ANY WORK INVOLVING PAVEMENT CUTS ON NE 4TH STREET WILL INCLUDE PANEL/PAVEMENT RESTORATION
PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY STANDARDS.
f
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UPERMIT #U14005665 T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM N.
X61 GI ST'E�'
2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402 IDNAL E NO,
Aug 25 2015 4:1.3 PM COS
WATER PLAN GENERAL NOTES Standard Plan No. 300-
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PJBLK WORK'S
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SIw110FWA 10NS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL R KEPT AT THE JOB SITE WHENEVER CONSTRUCTM
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRiOR TO THE START OF OONM"1RUCT10N. THE CONTPAIC'TOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERNulflS TO "O" I-TRUCTiON.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS Stall ME NEW AND UNItAAN1AfGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF MENTON lRIC1R TO IIIIIIIIINGIING ANY
MATERIALS ON-SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED 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 DUC'Tillr MON! PIPE FITTINGS SHALL R CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL K WitAPPIED WiTH 941AIL SLACK, TUNE TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR POPE DIAMIIE ER OF 104MM OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL R 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 DIWEWAYS, AND 25 PERCENT MOD IN UNPAVED
AREAS. ALL PiPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN RACE IN AfCCOR0IAMCE WITH CRY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND MORi' MAL IIIEIEDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQIMRED ON ALL MECtIANKAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PIOR
TO BEING FLUSHED
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL. SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKMM6 FOR TESTING AND MJMTY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN E01171NIS 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 130 PSI AIM WORKING
PRESSURE WiTH A MINMAUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MA=MJh4 OF 5 PSI SURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE Stall R DNSMrffCTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUNK WORKS IMIIIIIECTOR.
9. THE CONTRACTOR SHALL NOTIFY THEF T
CITY O RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EVO6E THE EKWrM WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADA/7ORS AND F TVM REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATES AND MOViDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE E1RTOG WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE REST NATION.
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