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Home My WebLink AboutS-326401W N n �° C� V) 0- 0. 0 c1f Q �O Or: Z LLJ >_ (n U J LLJ _j _j O Z > Z li.J U0 W U_ J � f�-- U.. F--- L.LJ Ln M Lj N Q M V) g-5L. oa o E 3$ Z 4W g W L CL BURY BOTTOM OF FABRIC �44c .,o E MATERIAL IN 8" BY 12" TRENCH 4 E �E C tV " 5 6 a�- C.� 0 R L R/W rv�n�..�► �� urn 15' aa.. o� EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD 1 Use 4" to 8" quarry *polls or crushed rock for surfacing as shown Material with fines Is not acceptable 2 The 100' minimum length shall be lengthened as necessary to Insure material is not tracked into the public right —of —way NTS SOLID. WALLS FILTER MEDIA -� FOR DEWATERING NTS Cr W U In J 0 2-00 X 5• -0" a ad 2 --6" Q 0 4 cATCW RACIM GRATE FILTER FABRIC MATERIAL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE FILTER FABRIC MATERIAL 2" BY 20 BY 14 GA WIRE FABRIC OF EQUiV --�_ PROVIDE 3 4" — 1 5" WASHED ( AVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" BY 4` WOOD POST ALT STEEL FENCE POSTS vr�w— i� yM�o "fir+ �.• � � �.� �� ..�...+ «.-� —.. �w.rr�. Sanitary Sewer Notes and Specifications BAZE PROFESSIONAL CENTER 1 AN work matends shoal be In conformance with the standards and specification of the City of Renton Utility Department and the latest edltm of the WSDOT /APWA Standards and Specifications 2 All construction shall be In accordance with 'Standard Specifications for Munlclpol Public Works Construction* prpored by Washington State Chapter American Public Works Association latest edition (APWA) and City of Renton Standard Specifications 3 All locations of existing utiltles shown are approximate and It shall be the contractor s responsibility to verify the true and correct location so as to ovoid damage or disturbance 4 Contractor is Solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction ate 5 It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction 6 Plans approved by the City of Renton, Public Works Department shill take precedence over all other plans 7 A copy of these approved plans must be on the job site whenever construction Is In progress 8 The contractor shall provide the City of Renton with an as -buNt drawing of the mmitory sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor 9 Backfill shall be placed equally on both sides of the pipe In Ioyen with a loose average depth of 6 Inches moxlmum depth of 8 Inches thoroughly tomping 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 fell over pipe shall be the some as described 10 Open cut rood crossings for utility trenches on existmg traveled roadway shall be bockfilled with crushed rock and mechanically compacted Cuts Into the existing ospholt Shall be neatiine cut with sow in a continuous line A temporary mix patch must be placed immediately after bockfill and compaction A permanent hot mix patch Shall be placed within 10 days and shoal be per City of Renton current standards 11 Datum shah be City of Renton, 1988 NAVD 12 All disturbed areas shill be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -ate erosion after the completion of construction 13 AN pipe and appurtenances shall be laid on a properly prepared foundation In accordance with Section 7 of the current State of Washington Standard Specifications for Rood and Bridge Construction That 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 will be supported on a uniformly dense, unyielding base Pipe bedding shall be pea gravel 6 inches above and below the pipe 14 Sanitary Sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034 SDR 35, or ductile Won doss 50 15 in unimproved areas, manhole to extend minimum 6 inches and maximum 12 Inches above finished grode In paved area cover must slope in all directions to match paying FIRE HYDRANT SMALL. BE COREY -TYPE EQUAL To IOWA F -5110 OR COMPRESSION TYPE SUCH AS CL OW AEDAWON M & H 9" MUELLER WV CENTURION 200 AND WATL;IROUS PACER MATH a MECHANICAL JOINT INLET WITH LUGS 5-1/4 MAIN VALVE OPENING Two 2-1/2 HOSE OONNECTiONS NATIONAL STANDARD THREADS 4 PUMPER NOTE PROVIDE STORZ F I T TI N G CONNECTION QTY OF SEATTLE THREADS M17H A STORZ ADAPTOR 4 675 SEATTLE THRI[AD X a STORZ. ATTACHED WITH 1/e STAINLESS PER DETAIL 6 /5 ON HYDRANT STEEL. CABLE 1 -1/40 PENTAGON OPERATING NUT FIRE HYDRANT TO BEv" WITH �VATIVE PAINT a e DnARwc PAINT LOCATED 114' SOUTHEAST OF APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR As NCE DIRECTED BY MYON FIRE MARTMENT FIRE HYDRANT EXTENSION TO SOUTHEAST PROPERTY CORNER BE USED IF REQUIRED --- 1* TO 20 BEHIND BACK OF CURB OR 12 KHIN0 BACK OF � ALX THAT 15 ADJACENT TO Two -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER .4875 x S IYORZ EQUAL TO OLYMPIC FOUNDRY 00 STANDARD 8 TOP SECTION WITH REGULAR OAK SECTION LENGTH TO FIT VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR4e / PAGE 111000) MIN RAISED PAVEMENT MARKER TYPE M MIN 2 AS STIMSONITE TWO -WAY BLUE NOTE THIS DETAIL IS ONLY 42• MIN _ =RITE 0.=00 SCHEMATIC ANY INSERT IS n ALLOWED THAT HAS A MIN 0 5 C F OF STORAGE, THE MEANS �-- TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED 14 GA WIRE WIES- )R EDUIV 1 FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A a `-- MAIN LINE TEE 107H a FLANGE ODE OUTLET 16 e OATS VALVE (FL X MJ) AWWA C -Sae RESILIENT SEAT MI x M x 4 e DUCTILE MEN PiPE CLASS 52 CEMENT LINED LENGTH TO FiT BLOCK UNOER�TE 2-3/4 CDR- TENSTEEL TIE RODS SEE $TD DETAIL FOR TIE RODS HYDRANT LM ALL OVUM W r N\-1/2 YARD WASHED DRAM! ROCK (3 TO 3/e ) MIN RwDUS 1 ABOVE BOOT FLANGE PLACE a MiL LEVEL. ALL GROUND POLYETHYLENE FILM AROUND TOP AND SIDES OF MIN 3 RADIUS GRAVEL. STORZ xP I R (` W Yr) R A KI T A C C 1- k A R I Y HYDRANT LOCATION IN CUT OR FILL SEDIMENT TRAP OR POND 2 MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE 0 Z 3 V R/W rv�n�..�► �� urn 15' aa.. o� EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD 1 Use 4" to 8" quarry *polls or crushed rock for surfacing as shown Material with fines Is not acceptable 2 The 100' minimum length shall be lengthened as necessary to Insure material is not tracked into the public right —of —way NTS SOLID. WALLS FILTER MEDIA -� FOR DEWATERING NTS Cr W U In J 0 2-00 X 5• -0" a ad 2 --6" Q 0 4 cATCW RACIM GRATE FILTER FABRIC MATERIAL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE FILTER FABRIC MATERIAL 2" BY 20 BY 14 GA WIRE FABRIC OF EQUiV --�_ PROVIDE 3 4" — 1 5" WASHED ( AVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" BY 4` WOOD POST ALT STEEL FENCE POSTS vr�w— i� yM�o "fir+ �.• � � �.� �� ..�...+ «.-� —.. �w.rr�. Sanitary Sewer Notes and Specifications BAZE PROFESSIONAL CENTER 1 AN work matends shoal be In conformance with the standards and specification of the City of Renton Utility Department and the latest edltm of the WSDOT /APWA Standards and Specifications 2 All construction shall be In accordance with 'Standard Specifications for Munlclpol Public Works Construction* prpored by Washington State Chapter American Public Works Association latest edition (APWA) and City of Renton Standard Specifications 3 All locations of existing utiltles shown are approximate and It shall be the contractor s responsibility to verify the true and correct location so as to ovoid damage or disturbance 4 Contractor is Solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction ate 5 It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction 6 Plans approved by the City of Renton, Public Works Department shill take precedence over all other plans 7 A copy of these approved plans must be on the job site whenever construction Is In progress 8 The contractor shall provide the City of Renton with an as -buNt drawing of the mmitory sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor 9 Backfill shall be placed equally on both sides of the pipe In Ioyen with a loose average depth of 6 Inches moxlmum depth of 8 Inches thoroughly tomping 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 fell over pipe shall be the some as described 10 Open cut rood crossings for utility trenches on existmg traveled roadway shall be bockfilled with crushed rock and mechanically compacted Cuts Into the existing ospholt Shall be neatiine cut with sow in a continuous line A temporary mix patch must be placed immediately after bockfill and compaction A permanent hot mix patch Shall be placed within 10 days and shoal be per City of Renton current standards 11 Datum shah be City of Renton, 1988 NAVD 12 All disturbed areas shill be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -ate erosion after the completion of construction 13 AN pipe and appurtenances shall be laid on a properly prepared foundation In accordance with Section 7 of the current State of Washington Standard Specifications for Rood and Bridge Construction That 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 will be supported on a uniformly dense, unyielding base Pipe bedding shall be pea gravel 6 inches above and below the pipe 14 Sanitary Sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034 SDR 35, or ductile Won doss 50 15 in unimproved areas, manhole to extend minimum 6 inches and maximum 12 Inches above finished grode In paved area cover must slope in all directions to match paying FIRE HYDRANT SMALL. BE COREY -TYPE EQUAL To IOWA F -5110 OR COMPRESSION TYPE SUCH AS CL OW AEDAWON M & H 9" MUELLER WV CENTURION 200 AND WATL;IROUS PACER MATH a MECHANICAL JOINT INLET WITH LUGS 5-1/4 MAIN VALVE OPENING Two 2-1/2 HOSE OONNECTiONS NATIONAL STANDARD THREADS 4 PUMPER NOTE PROVIDE STORZ F I T TI N G CONNECTION QTY OF SEATTLE THREADS M17H A STORZ ADAPTOR 4 675 SEATTLE THRI[AD X a STORZ. ATTACHED WITH 1/e STAINLESS PER DETAIL 6 /5 ON HYDRANT STEEL. CABLE 1 -1/40 PENTAGON OPERATING NUT FIRE HYDRANT TO BEv" WITH �VATIVE PAINT a e DnARwc PAINT LOCATED 114' SOUTHEAST OF APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR As NCE DIRECTED BY MYON FIRE MARTMENT FIRE HYDRANT EXTENSION TO SOUTHEAST PROPERTY CORNER BE USED IF REQUIRED --- 1* TO 20 BEHIND BACK OF CURB OR 12 KHIN0 BACK OF � ALX THAT 15 ADJACENT TO Two -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER .4875 x S IYORZ EQUAL TO OLYMPIC FOUNDRY 00 STANDARD 8 TOP SECTION WITH REGULAR OAK SECTION LENGTH TO FIT VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR4e / PAGE 111000) MIN RAISED PAVEMENT MARKER TYPE M MIN 2 AS STIMSONITE TWO -WAY BLUE NOTE THIS DETAIL IS ONLY 42• MIN _ =RITE 0.=00 SCHEMATIC ANY INSERT IS n ALLOWED THAT HAS A MIN 0 5 C F OF STORAGE, THE MEANS �-- TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED 14 GA WIRE WIES- )R EDUIV 1 FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A a `-- MAIN LINE TEE 107H a FLANGE ODE OUTLET 16 e OATS VALVE (FL X MJ) AWWA C -Sae RESILIENT SEAT MI x M x 4 e DUCTILE MEN PiPE CLASS 52 CEMENT LINED LENGTH TO FiT BLOCK UNOER�TE 2-3/4 CDR- TENSTEEL TIE RODS SEE $TD DETAIL FOR TIE RODS HYDRANT LM ALL OVUM W r N\-1/2 YARD WASHED DRAM! ROCK (3 TO 3/e ) MIN RwDUS 1 ABOVE BOOT FLANGE PLACE a MiL LEVEL. ALL GROUND POLYETHYLENE FILM AROUND TOP AND SIDES OF MIN 3 RADIUS GRAVEL. STORZ xP I R (` W Yr) R A KI T A C C 1- k A R I Y HYDRANT LOCATION IN CUT OR FILL SEDIMENT TRAP OR POND 2 MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE 0 LINE IS 1 1 3 MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO 3 THE FENCE OF 100 FT BURY BOTTOM OF FABRIC VALVES AT THE TiME OF INSTALLATION TO CENTER MATERIAL IN 8" BY 12" TRENCH 4 IF SOX OR LESS OF THE SOIL BY WEIGHT IS FINE PARTICLES SMALLER THAN THE U S STANDARD SIEVE NO 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH " 5 6 THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM 5 DIAMETER WASHED GRAVEL 8Y -PASS DCVA MUST BE TESTED SATISFACTORILY 5 FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE pie" s t��i� ASSEMBLY TESTER TEST REPORT TO BE SUBMITTED SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE 2- 6 UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED 4 -6-01 DD CV 15 NTS 10- 5-0 a 6 FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY 12" AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REPAIRS SHALL BE MADE a" MIN IMMEDIATELY NTS N C ramers Northwest Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N CENTRAL, STE #1049 KENT, WA 98032 (253)652 -4880 (local) or 1—(800)251-0189 (toll fire») (253 )652 -4955 (fox) E-MAIL enlftram mw com w �l +S KRUfc�� IT 401 v p /S L -11,1105 owes �, ze ONE MAN ROCK - 1 eJ 4 FL rP E DUCiU IRON CAN N OEIMT LMKD PIPE W11W OOLL.AR 10 roar P L AS S1l"M BY PACWIC WATa WORKS SUPPLY 00 INC 0" PAN Peftu Ave 3 -4 LONe It � ON P4 4 -r r I4 rL ; we r -4 0 TINE §Y-PAM AOOO�LY MALL It wq�OtO AS PMT Qtr 119 OENCT011 As PMT OF 111E D"A aNEN�K VAL.1R AMA WV ALL PM�MB TO BE MIAM DR e1IO11s. METER SHALL BE 5/0 x 3/4/' SL�IIsus M (TRA L.) IAL Ero1cY NOII- sielsMc 701" HEAD PIT LNO 0 SON T 110UN= ON SIM dPLAR DRILLED Nq1 IN 11- COVER 4 DUCTILE I10N CAB* M P E xP L PIPE OIPMT HMI M T -0 LENGTH TO FIT SAM r AEQLNAfD ool+aRt R N Ocala �-- It AILL MOUND ALL DETECTOR DOUBLE altar VALVE AsscMSLIES !BALL INOLUK RESILIENT KAM s1NU70" VALVES AND MY QMS. AND APPROVED CROW- OONNECTION OONTROL ASSIDASL= PER DEPARTMENT OF HEALTH LATEST APPROVED LIST PRECAST OONORM VAULT WITM ! - 3 x3 WOO STEEL PATE COVER DOVISION 4 -e x 'r-O' x r -o' UTILITY VAULT 00 577 -1A OR EQUAL. rr' TR_PL �METRItM VE 4 -3 INSTALL EPWV NON- SHAPIK QROUT (TYP ) r-o 12 r AO.MSTAKE SYM PIPE SUPPORT STANCHIONS BOLTED TO FLOOR CO � FOUNDATION ANO. ZED STE HEAD PIT LID =ISO MOUIIM oN STEEL PATE Cowl am 1 w novae 1 -s^r ou► oRKua Noun VALVE BOX SHOULD NOT REST ON PIPE LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE `- 4 GAGE VALVE (MJ) wTM INDICATOR POST INDICATOR POST VALVit SAYE SIZE AS DOUBLE *W= VALVE 4 FLNOSD COUPLiIO ADAPTER EQUAL. ro ROMAC DOUBLE CHECK VALVE ASSEMBLY INCLUDES Two IItSLJQIT SIAM SHUTW VALVES, -T ale" To 1 LOCATE VAULT IN PLANTING AREA NOT IN PAVING 2 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED 3 TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TiME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL CONCRETE SUPPORT PAD OR ADJUSTABLE PIPE SUPPORT 4 INSTALL GALVANIZED LADDER FOR ACCESS 5 AFTER FIELD INSTALLATION, MAIN DDCVA AND 8Y -PASS DCVA MUST BE TESTED SATISFACTORILY - e MIN' ro BY A DEPT OF HEALTH CERTIFIED BACKFLOW pie" s t��i� ASSEMBLY TESTER TEST REPORT TO BE SUBMITTED TO CiTY OF RENTON WATER U11UTY ENGINEERING DEPT PRIOR TO ACTIVATION OF NEW LINE 6 INSTALL BRASS PLUGS AT ALL TEST COCKS jQ Tl 4 -6-01 DD CV 15 NTS M uw~TE f %3' R � � WATT N r N w f1LW� i m 1 2 tapped too 1 2 topped tee 2 elf long X 2 brass nipple with threaded ends (MIPT) 2 4 long X 2 brass nipple with threaded *nds (MIPT) 3 2 double disc gate valve (full opening for topping) with threaded ends 3 2 double disc got* valve (full opening for tapping) with threaded ends pears square operating nut and valve nut extension if required (dw9 9R46/Poge 0090) oprating nut and valve nut extenskm If required (dwg 9844 /page 9080) 4 Two piece cast Iran valve box Standard B top section with regular bas* section 4 Two piece cast iron valve box Standard • top entim with regular boss section length to fit `lug type cover length to At 'lug" two cover S 2" Bros* bushing (MIPT x FIPT) S 2 X 1 -1/2 hex bran bushing (MIPT x FIPT) 2 each 2 brose or bronze nipples 60 Iongqth threaded ends 2 each 1 -1/2 brass or bronze nipples 6 fen th. threoded end* 2 each 2 —90 bran or bronze elbows (;;T x F1PT) 2 each 1- 1 /2` —*0 brow or bronze elbows (;;T x nPT) d 2` (MIPT) x comproulon fitting Fad C64—e6 or equal a 1 -1/2" (M•PT) x oompressiern NVh p Ford Cb4 —BNl< or egrel 7 2 soft copper tubing type -K length to fit 7 1 -1 /2 soft copper tubing type "K length to At a 2" pock—joint 90 sN, for Ford L44-77 or Cud 8 1 -1/7 pock—joint 90 ell for Ford L44-77 or equal 0 2 Customsetter with by—pow Ford VFH 77 -128 x 17 -3/19' or oWd with Aonged 9 1-1/2 Customeetter with by-pass Ford VFH 84 -120 x 13 -3/10' or equal with angle valve and padlock wings on Not and angle check Volvo outlet ball valve on OnggI• valve and padlock wing* an Wet and " ahesk vaifve outlet baN valve on bMMM with podle WHI+M &A ftfnestter shell have vartlsal Net end outlet bypass with padlock winge Custelnsetter " hove vrrtloal Not and outlet 10 Rigid meter spreader to be 9uppllsd and Installed in motor setter by controctor 10 Rlgld meter spreader to be supplied anal Installed In meter Satter by contractor 11 Water meter shall be supplied and Installed by city of Renton upon payment of dl 11 Water motor shall be supplied and Installed by City of Renton upon pe)mwt of all related water meter fee and satWoctay pressure and purity tests related water meter he and setleflactery pronws ens purity tests. 12 17 x28 COWSt* meter box with 3/8 steel dbmond —plate MW e,uol to Fog TIto 12 17'x20" oonarete motor box with 3/A• steel �4MOW -plate sever Opal to I" Tice Motor Seal Co No 2T Meter box eholl be double stocked Motor SW Co Nei 2T Mater bw shi be dsllbie 91es11N 13 2` coupling (compression x FIPT) with 2" php (MIPT) Fad C -14-44 a 13 1 -1 /2" e • The property owner w r dal � (�reeetrn s �� Wes► 1 -1/� � (�7)• fern/ C -14 -11 The service Property esponsAle for any necessary adaptation a extension of a equl extension :l pro" �� Is rwpens#i* liar any nea*smy apt~ 1 C/ D 51, L L 0.0 FP%Ni 0 '41 Z IN UNIMPROVED RIGHT -OF -WAY W INSTALL METER BOX AT PROPERTY LiNE LEAVE EXPOSED z W CL 36" MIN COVER 12" MIN BY PASS NOT NEEDED FOR IRRIGATION METERS CRUSHED ROCK BASE TO SUPPORT VAULT 2" BRASS NIPPLE (MIPT x MIPT) CAST IRON OR DUCTILE IRON CONCRETE BLOCKS WATERMAIN FOR SERVICE FROM EXISTING WATERMAINS INSTALL 2" FORD F202 STYLE SADDEL (IPT) AI��E RNATE CQUtjFGDnh T II fo EAS NG MAINS CHECKED FOR COMPLIANCE TO CITY STANDARDS,,. z6clo�o Date jGV__7Z"<.1 � Date Date C.10 • `.^ :T&&0 o/ e s - 34411100 I � C �H X � o C V: N � rr N