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Home My WebLink AboutS-364003STD. PLAN - 300.0 . PUBLIC WORKS WATERPLAN GENERAL NOTES DEPARTMENT MARCH 2010 SANITARY SEWER NOTES AND SPECIFICA' 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/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 .& SPEGFlCATIONS. ASET OF APPROVED PLANS 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 PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT 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. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW :CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO .SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BYA- REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF'BACKFIWNG 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 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.. & A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 1S IN PROGRESS. 9. 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. 10. 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS _ OTHERWISE APPROVED BY. W 64003 A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON EXISTING WATER LINE ALAN VIEW TESTING DETAIL s8 FT NEW WATER LINE VERTICAL CROSS(MJxFL) FOR FULYFIGGMG ONE BLIND RANGE ON TOP N:TH 2'TAP B 2'PWG LINE BLIND FI. ANGE ON 30TTOM LINE (RAJ) PLUG WITH Z' TAP 6 2' TEMPORARY ELUW-(I11 TEMPORARY RIDCK CUT -IN (BY CITY FORCES) iCC fTE VA V LONG BLOCK 2- GATE VALVES OLD 2- SOLID R 0`1 SLEEVES tMJ) pR RG -MAC COUPL:rv6S I- ADAPTER (FL X MJ) 1- PLUG (NJ) N /2'iAP fl TEMP. BLOW -0OFF tEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY P01.YPIG, AND DISINFECTION, REMOVE TEMP. FLOOR B BLOW-OFF 6 CONNECT VITH SLEEVE (M.) 6 D4, SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT • PLAN - 300.3 DEPAR'CMEN'1' IN -LINE TEE & TWO VALVES t• MARCH 2010 U11UTY SPECIFICA110NS: 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 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 SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WISDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL 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 35, 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 MINIMUM2'DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. REVISION Y L TESTING DETAIL 110 FT I EXISTING WATER LINE - EXISTING TEE DEAD END LINE CAP OR PLUG R DO NOT DISTURB BLOCKING NEW WATER -INE\ C_'00-' VERTICAL CROSS (MJXFL) FOR POLYP13GING 1 -BLIND FLANGE ON TOP WITH 2'TAP& 2 "P' -UG 1 -BLIND FLANGE ON BOTTOM 1- PLUO(MJ) W/2 °TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW MATER LINE FXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATFR LINE WITH SLFEVF (MJj AND C.I. SPOOLS FINAL CONNECTION BY CITY FORCES �' ®� PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5 DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. ''1^ 'B' WATER PLAN GENERAL NOTES Standard Plan ND. 3D0 'D' U) 48" MH 48" 6" MIN. _ 5 "MIN 24" MIN. CALL WORK AND MATERIAISSHALL BE IN ACCORDANCE WITH THE LATEST EDITION OFTHECIIYOF RENTON PUBLIC WORKS 54" MH 54" 8" MIN. STANDARD SPECIFICATIONS AND SPECIAL PROVISIONSAND WSDOT/APWASTANDARD SPECIFICATIONS, LATESTEDMONAS 24" MIN. 1 60" MH AMENDED BYTHE CITY OF RENTON. ASET OF CITY APPROVED PLANS SHALL BE KEPTATTHEJOBSI EWHENEVER CONSTRUCTION B" MIN: 6" MIN. 42" MIN. ISINPROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIORTOTHESTARTOFCONSTRUcnotLTHE CONTRACTOR CL MUELLER 00. A- 2600 -6 WIN BALL AND OR DEVELOPERSHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIORTO CONSTRUCTION. \ DRIP VALVE At BOTTOM INCLUDED AS PART OF ME DETECTOR INSTALL EPDXY NON- SHRINK DOUBLE CHECK VALVE ASSEMBLY. TB" FOR 10' ASSEMBLY 2. ALL EXLS'TING UTILmESSHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESSOTHERWI3ENOTED . THECON7RAOTORSHALL 5/8 -x3/4 MNSUS END (TR /PL) METER I7 1/2- 'OR 8" ASSEMDLY CALL1 100 474- SSSSTOVERIFY UTILITY LOCATIONS BEFORE BEGW 41NG EXCAVATION, 18 1/2' FOR 6' ASSEUBLY 3' 0" IN PIPE FL .x FL 3'O' LM'C tltt PR VnR 3. ALL MATERIALS USED FORTHE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED,AND 6 "& W ASSEMBLY 6' SHORT • - 'CATALOG COW FORALL MATERIALS SHALL BE APPROVED IN WRITING BYTHECTTYOF RENTON PRIORTO BRINGING ANY AP PWWG f0" ASSEMBLY 90' 6' %6' MATERULSON-SITE. REDUCING DEND FL K1uv FL) 3 2 4. ALL WATER MAIN PIPE MATERMILSSHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CASS52 PER AW WAC 151ANDC 0 Wn. vµN (N. . MS) ?-1 6'-90' BE FL 100. PIPEJOINTS SHALLBE PUSH -ON OR MECHANICALl01NT. CAST IRON OR DUCDIEIRON PIPE FFMNGSSWILLBE C ASS250AS LEI PER ANSI/AW WA 0110 /A21.104M ALLDUCRLE IRON PIPE AND FITTINGSSHALLBE WRAPPED WITH BAAIL BIACKTUBETYPE, 2 W POLYETHYLENE PLASTIC PER AWWACWSSTANDARDS. r I- S. MINIMUM COVER FROM TOP OF WATER MAINSTO FINISHED GRADE SHALL BE 36 INCHES FORPIPE DIAMETEROF 104NCH ORLESS W Z AND 48 INCHES FOR PIPE DIAMETEROF I2 -INCH AND LARGER. MAYJMUM COVER FORALLWATER MAINSSHALLBE 60 INCHES. ANYDEVIATIONS MUSTBE APPROVED BYTHE CTTYOF RENTON PRIORTO CONSTRUCTION. WHEREUTILIIYCONFUCrSOCCUK w W U THE PROFILE OFTHE WATER MAINSHALL BEADJUSTED AS NECESSMIYTO CLEAR C ONPU CTSANDTO PROVIDE MINIMUM COVER. 0_. PIPE DEFLECTION SHALL NOTEX CEEDONE- HAEF OF PIPE MANUFACTURER'SSPEQHCATION FORSUEOFPIPEUSED. ALLTRENCH /T� DEFMMWBVTHE MODINEDPROCTORTEST BACKFILLSHALL BECOMPACTEDT095 PERCEW MAXIMUM DRY DENSITYAS EO V METHOD(MOD)IN ROADWAYS, ROADWAYSHOULDERS, ROADWAY PRISM AND DRIVEWAYS, ARDIS PERCENT MOD IN UNPAVED Z AREAS. ALL PIPE ZONECOMPACNON SXALLBE 95 MOD. Z 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POUREDIN PLACE "ACCORDANCE WITH CITY OF UNION STANDARD DETA UAND SPECIHrAMONSANO SHALL BE INSTALLED ATALLVERHCALANDHORMWALSENDS FrMNGS AND BASE OF HYDRANTS.. MEGAdUGS (OR SIMILAR PRODUCT) MAYBE REQUIREDONALLME iANICALJOINTSINAM MINTO W CONCRETE BLOCKING. J 7. ALL NEW WATER MAIN PIPESAND FITTINGS SHALL HAVEA FOAM PIPE PIG RUNTHROUGH THEM PRIORTO BEING FLUSHED, DISINFECTED, ANDTESTED.CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE INTHE PRESENCEOFAND UNDERTHE SUPERVISION OF AC17Y.OF RENTON UnUTY INSPECTOR. THE CONTRACTOR SHALLSUPPLY INSTALLAND REMOVE PLUGS, 0 CORPORATION STOPS, BLOW -0FF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FORTESTING ANDPURITACCEPTANCE .NO 0 CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WETTAPVAWEYOAN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM"PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESRIREAND PUROYTESDN G. r &NEW WATER MAINS INCLUDING SERVICE LATERALS SHALLBE TESTEDATA STATIC PRESSUREOF ISO PSIABOVEWORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH AMAXIMUM OFS PSIFRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OFTHE PRESSURETFST, THE UNESHALLBE DISINFECTED, FLUSHED, ANDTHEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BYTHE PUBUC WORKiINSPECTOR V 9. THE CONTRACTORSHALLNOTIFYTHE CRY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENRATI EAST SOWORKING DAYS PRIORTO MAKING CONNECTIONSTOTHE METING WATER SYSTEM. THE CONTRACTORSHALL EXPOSETHE EXISTING WATER MAIN AND FITTINGSATTHECONNECTION POINT BEFORE ORDERING THE NECESSARYADAPTORSANDFITTINGS REQUIRED FOR �) THEFINALCONNECT(ON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROADESHORING AND ALL MATERIALS REQUIRED FORTHE CITY OF RENTON TO PERFORM THE CONNECTIONTOTHE EXISTING WATERSYSTEM. THE Q CONTRACTORSHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCYJNG,ANDCOMPIETESURFACE RESTORATION. W STD. PLAN - 300.0 . PUBLIC WORKS WATERPLAN GENERAL NOTES DEPARTMENT MARCH 2010 SANITARY SEWER NOTES AND SPECIFICA' 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/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 .& SPEGFlCATIONS. ASET OF APPROVED PLANS 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 PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT 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. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW :CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO .SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BYA- REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN ADVANCE OF'BACKFIWNG 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 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.. & A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 1S IN PROGRESS. 9. 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. 10. 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS _ OTHERWISE APPROVED BY. W 64003 A PORTION OF SEC. 4, TWP. 23 N., RGE. E., W.M., KING COUNTY WASHINGTON EXISTING WATER LINE ALAN VIEW TESTING DETAIL s8 FT NEW WATER LINE VERTICAL CROSS(MJxFL) FOR FULYFIGGMG ONE BLIND RANGE ON TOP N:TH 2'TAP B 2'PWG LINE BLIND FI. ANGE ON 30TTOM LINE (RAJ) PLUG WITH Z' TAP 6 2' TEMPORARY ELUW-(I11 TEMPORARY RIDCK CUT -IN (BY CITY FORCES) iCC fTE VA V LONG BLOCK 2- GATE VALVES OLD 2- SOLID R 0`1 SLEEVES tMJ) pR RG -MAC COUPL:rv6S I- ADAPTER (FL X MJ) 1- PLUG (NJ) N /2'iAP fl TEMP. BLOW -0OFF tEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY P01.YPIG, AND DISINFECTION, REMOVE TEMP. FLOOR B BLOW-OFF 6 CONNECT VITH SLEEVE (M.) 6 D4, SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN CUT • PLAN - 300.3 DEPAR'CMEN'1' IN -LINE TEE & TWO VALVES t• MARCH 2010 U11UTY SPECIFICA110NS: 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 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 SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WISDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 WALL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL 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 35, 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 MINIMUM2'DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. REVISION Y L TESTING DETAIL 110 FT I EXISTING WATER LINE - EXISTING TEE DEAD END LINE CAP OR PLUG R DO NOT DISTURB BLOCKING NEW WATER -INE\ C_'00-' VERTICAL CROSS (MJXFL) FOR POLYP13GING 1 -BLIND FLANGE ON TOP WITH 2'TAP& 2 "P' -UG 1 -BLIND FLANGE ON BOTTOM 1- PLUO(MJ) W/2 °TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW MATER LINE FXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATFR LINE WITH SLFEVF (MJj AND C.I. SPOOLS FINAL CONNECTION BY CITY FORCES �' ®� PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5 DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. OR APPROVED EQUAL LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOSES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS. BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED NTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ON" BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) NTH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NTH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. To. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. it. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. T PUBLIC WORKS STANDARD SANITARY MANHOLE SID PLAN - 400.1 DEPARTMENT SEPTEMBER :oil DESIGNER . KELLY DMxTB TDS 0. NASON APPROVED D. GAVIN MINA: PAID t AS NOTED NORQgRN: °iT°B1 DIVE INCH DATUM AT FULL SCALE IF NOT ONE aKx SCALE �Y POST INDICATOR PRECA51 CONCRETE VAULT WITH 3 - 34 3 'A' 'B' 'C' 'D' E' 48" MH 48" 6" MIN. _ 5 "MIN 24" MIN. 1 21" I.O. 54" MH 54" 8" MIN. -5.5 "MIN. 24" MIN. 1 24" I.D. 60" MH 60" B" MIN: 6" MIN. 42" MIN. I 30" In NOSES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS. BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED NTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ON" BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) NTH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NTH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. To. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. it. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. T PUBLIC WORKS STANDARD SANITARY MANHOLE SID PLAN - 400.1 DEPARTMENT SEPTEMBER :oil DESIGNER . KELLY DMxTB TDS 0. NASON APPROVED D. GAVIN MINA: PAID t AS NOTED NORQgRN: °iT°B1 DIVE INCH DATUM AT FULL SCALE IF NOT ONE aKx SCALE �Y POST INDICATOR PRECA51 CONCRETE VAULT WITH 3 - 34 3 ONE EACH SIDE rX 2 1/2. FIRE DEPARTMENT DOUBLE HINGED STEEL PLATE COVERS. DIMEN90N5 CONNECTION FOR STAND PIPE YOUR 5 -81 11' -Yx 7' -2" EQUAL i0 UTILIN 4" ADAPIEF, AL.. SCREWED BREAKABLE CAST IRON HOSE CAPS VAULT OR EQUAL 9'x4'x6- BULL READ TEE. FL ONE EACH SIDE EQUAL TO GINNIE TOUCH READ PIT LID SENSOR FIG. 1682 MTH HOSE CAPS FIG. 1333. MOUNTED RO GH 2E DR. COVER THROUGH 2. CIA. 6' PIPE FL.x 6' SIANG TYPE GRAVITY OPERATES IN DRILLED NOTE IN COVER.. FL T -0' LO CHECK VALVE, FL. EQUAL TO MUELLER 00. A- 2600 -6 WIN BALL ME SY -PASS ASSEMBLY SHALL BE \ DRIP VALVE At BOTTOM INCLUDED AS PART OF ME DETECTOR INSTALL EPDXY NON- SHRINK DOUBLE CHECK VALVE ASSEMBLY. TB" FOR 10' ASSEMBLY GROUT CPP.) 5/8 -x3/4 MNSUS END (TR /PL) METER I7 1/2- 'OR 8" ASSEMDLY WHY, ICE REGISTER 18 1/2' FOR 6' ASSEUBLY 3' 0" IN PIPE FL .x FL 3'O' LM'C tltt PR VnR \ 1f- 2 6 "& W ASSEMBLY 6' SHORT • - RADIUS 90' BEND R. AP PWWG f0" ASSEMBLY 90' 6' %6' REDUCING DEND FL K1uv FL) 3 2 0 Wn. vµN (N. . MS) ?-1 6'-90' BE FL 71 12' ALL AROUND `-1086 FLxM A Atl DE U'S DOUBLE CHECK VALVE J DAPiOR OR 6' FL., PE. aS5EM9L1E5 $MALL INCLUDE RESILIENT SEATED SHUNFF VALVES Np TEST PLAN Lt0' A$$EMBLY 10':10 " +8 "TEE FL. PIPE WRE COLLAR 18" COCKS ND APPROVED 6' ASSEMBLY 8 "x8 "x6" TfE, f4 6" FROM P.E, CRO55- CONNECTION CONTROL 10 "- 3'-8` LONG L ASSEMBLY 6v6 "z6- TEE IL. AR. DoS PER DEPARTMENT OF 8" S -6" LONG HEALTH LATEST APPROVED LIST. 10 , V. OR 6" CATE VALVE, FL. MP 6 4 0" LONG WITH INDICATOR POT INDICATOR DOUBLE CHECK VALVE ASSEMBLY POST VALVE SAME SUE CO. OR SHUTOFF MU RESIDENT SEATED CHECK VALVE (MUELLER C. OR SHUTOFF VALVES. EQUAL), PRINTED RED. 10', 8', OR 6" FLANGED MUPUNG ADAPTER EQUAL TO RWAC. 10', 8, OR 6- DUCTILE IRON CLASS 52 NIPPLE PIPE, (2) 2 HOSE WALK CEMENT LINED, LENGIYI TO FIT. TOUCH READ PIT UO SENSOR MOUNTED NOTE: DRILNEEMMEU COKR. THROUGM2 DIA. -�- 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 3 J6'i0 42' (2) 2 r HOSE WALK s' PIPE .. 2. a' AND LARGER BENDS AND TEES 70 BE CAST pL SCREW IRON CEMENT LINED. W FOR 10- ASSEMBLY 17 1/2' FOR 8- ASSEMMY 18 II 3. hMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FDA 6' ASSEMBLY 6 3 VALVES Ai THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE z3/4' INVENSYS INSTALLATION REMOVE THE TEMPORARY SUPPORT TR_pL METER PoM T -Y AND INSTAL ADJUSTABLE PIPE SUPPORT. ICE REGISTER T INSTALL GALVANIZED LADDER FOR ACCESS, 6" MIN BRAIN TO DAYOGHT Ofl STOP. DRAW SYSTEM WTIH 6" 90' BEND il. 5. AFTER FIELD INSTALLATION. MAIN ODCVA AND CATCH BASIN OR MANHq.E p`_1y BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED SACKFLOW GALVANIZED ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED 4" FSE AND ELBOW SIEEI LAOOfR 10 CMY OF RENTON WATER UTUTY ENGINEERING DEPT. PRIOR TO ACDVA ➢ON OF NEW ONE. COMPACTED FOUNDATION 6. INSTALL BRASS A' FLARE TEST COCKS WITH A- GRAVEL FLARE CAPS. ST NCHRONS BOLTED PIPE 70 FLOOR. T END VIEW ' ` 6 ",8" & 10" DOUBLE DETECTOR CHECK SID. P�360.2 A� 4 PUBLIC WORKS ASSEMBLY WITH STANDPIPE OUTSIDE re Q DEPARTMENT INSTALLATION MA IU�1 = GATE VALVE--\� r>, r �(i1P1IU76T[E�pI�1�O THRUST �` G BLOCK ° GRADE 1AA RODS PIPE MATERIAL AND FITTINGS AS PER SPECIFICATIONS POST INDICATOR VALVE -" - TACOMA • SEATTLE NOTICE NOT TO SCALE , �,.;m, 2215 North 30th Street, Suite 300, Tacoma, WA 98403 oiewn�"tNU°f011LS4°a'pmia N 253.383.2422 TEL MIT, N16EM WRIiDNAE TIIEBM ND NIATT,O BE ISO fG RAN{ BIGB. A7 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 mmlroiwTNmEnaFce Arr ollw lapin. 206.267.2425 TEL are CITY OF EARLY CHILDHOOD LEARNING CENTER s -22 -2012 RENTON RENTON SCHOOL DISTRICT P Planning /Building /Public Works Dept. SANITARY SEWER AND WATER DETAILS Ci8.4A Izz, -