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Home My WebLink AboutS-27970612;FMA)'MUM PROVIDE PLUG IN ALL SVIWETRICAL AMAIN (T CAL) STUBS FOR FUTURE or WAIP MANN G* TYPICAL CIL MANHOLE FRAME AND COVER, 1. CONNECTIONS Min OLYMPIC FOUNDRY No. MIN 30A OR DIAMOND PLATE D.I. PIPE EQUAL, QMWAN MW 400 UM) 04SPECTON COVERS PRORADE NON-SKID $URFA% ONE 5,C TO 2r REDUCING 11- DIAL HOLE AND WOW -SEWe CAST IN COVER SLAB DIAMOND PLATE GROUND SURFACE I IN rJM-W-WAY COVER W.W� 1 17-1 171 1 r-I 118* MAX— FLEXIBLE _T AND 010"AYS FLOW DEFFUSER JOINT Aw I #4 BARS BAFFLE (TYPICAL) INSPECTION a 2' MAXIMUM OR KOR-N-SEAL INK (TYPICAL) CONNECTOR --- --------- MANHOLE BLOCK 19* MAX SAMPLING TBE OR CONCRIETE ler S* MOL W ADJUSTING RHO MAX 4'M. LM 115 qu -:2 ia• MIN. PRE-CAST COW UN&IOLE lr DETAIL NO. 5 1 _.== STEPS SEE —INLET A S WANDARD PRE -CAST DETAIL OIL MANHOLE BASE BRANCHING SEWERS DETAIL HO. 10 NO. 10 Z CL RETAINER PIPE X BAFFLE —Ti:r car IN PLACE TYPICAL 12" MAX ir MAX. 5 PER FT. 4?' AxT- 141111F. SHELF SUIRFACE AT APPROX W DJ PIPE 1. IF VAULT IS NOT $1,0170) 70 ACCEPT PRECAST CORQ BARU DO PfMr.AST CONC BAFFLE 911111 BE HUD IN PLACE BY (2) r x r x ANCLE (4M LOW) O.C. Table I PRE-CAST BASE AIT=70 VAULM" I=) 11' SOLIS AND NUTS (Willif WSHERS) —1. MALL BE stAnESS STEEL. OR WATER MAIN STANDARD PIPE MATERIAL FLEXIBLE OALVANM " ASPHALT COAIM JOINT AINVIA (AM) STANDARD TYPICAL FOR 5e MANHOLE (TYPICAL) Z PRECAST VAULT AM GAME SHALL HAVE WOMIS AT ALL PIPE GROOM Oft KOR-N-SEAL IF KNOWATTS AM NOT PRMW M pff OPERM SML BE CM-DRUM PIPE JOINT FITTINGS _E4. MIN. MT/aLow PIPE WEWW SUAL BE f LARGER THAN PIPE DIAINETER. TYPE OF PIPE RETAINER VM r MAX 2' MAX A GRAVEL OR DETAIL NO. 3 prr , 3- POSITION RIM 9aOW AC= OPENINGS TO ALLOW MM ACCESS 10 RISER PLAN LAY PIPE THROUGH AND VAULT CHAMML Ductile Iran C 151 do C104 01111 C 153 SHALLOW MANHOLE MANHOLFAND _ THEN BREAK OUT pf" PIPE FINISH 4 LOCATEINIMICEPTOR WIN 20 OF DRIVE FOR Ac= By mmT. vavaiL TYPICAL FOR 54w MANHOLE NOTE (OPTIONAL) 5 CONNECTIONS 10 COME WALLS WAIN P.VC. WE RE IRE NOR-0-SEAL WAN CONNECTOR OR A.C. x P.V.C. T ADAPIER, SEAL ALL PPE Cumma I—D.I. PIPE WTH NOMMM GROUT. NOTE, OIL SEPARA70R 70 BE BMW 70 HAVE A RETENTION N07M ME OF 45 MINUTEB, OR TO HAVE A MIN. OF BOO G, UNE-SM P.Vjt PIPE OWL BE USED DIROUGNOUT. I- perpendicular construction. maintain 18' separation or construct waterline 1- Details shown am tow for am nxv*AAss, unieve Zjl--4� CRUSHED GRAVEL- GALLOINS; or ININEATMENT CAPACITY Passing over swer The and use water mob standards settoft above for the otherwise noted, PRE-CAST 7 GRAY-WARR ONLY BLM-WATER SL41L BE MW By saam suE sewer with Minknurn 18 fed length centered over croselaq. 2. �� thick, BASE 2" MIN. CAST IN PLACE SEIM Fact diameter asphalt paid le to be a rlm of manholes No unpaved areas. CHANNEL & %NEU, 8, CLEAN,0ff WAM S MAX Dommm OR iNuRcEpia NEED CONTROL. MAT-7- OPTIONAU CONSTRUCT UK 0' DAM RUN GRAVEL ELEVATION CHANNEL UTlUZM 9. RU. WNNI am WATER PRIOR TO START UP OF SYSIM (to OUNCE MONW&AM (WM To Be DETAIL NO. 4 SHELF. PMVPPApnm-pmtm DETERMINED BY 10. SiZE UL K PER UmNow KMON COW Appilim K (750 GAL UK) DETAIL NO. 1 DETAIL NO. 2 Conpo"IM) ENGINE-) TYPICAL OIL SEPARATOR (800 gal. rah) DETAIL NO. 6 PARALLEL CONSTRUCTION STANDARD MANHOLE DETAIL NO. 15 STRAIGHT BASE DETAIL NO. 7 ACCESS ROAD THROUGH FLOW TYPICAL VEGETABLE-ANIMAL MUFOR PVC PIPE. JOINTS SHALL BE PLACED A OF 10 FEET FROM 'ME MANHOLE WAU_ FAT & GREASE INTERCEPTOR —EXTEND fO' MIN. . ......... PAST LOW PRESSURE Alit .axicina as directed by, ,, �C- SEE SPECIFICATIONS FOR TESTING OF GRAVITY ......... ........ .. ......... ... ......... . ....... SEWERS Lngwiow STEP BACKFILL IN ROAMYS AND tl PAVED AW-43 Finished Groda, -PROPERTY TYPICAL TRENCH ON EASEMENT r.r P AXS LINE.. ......... NATIVE BACKFILL Ao Fat wkwhmue Ste- CEMENT AIR FOR AILPM U=Tolwamrw INE (SPACED AT 3W oft =WWASW sUNNUM ACOWUM 6 WFEN LADDER itAIEWNS R- CENTERS) 6" 7YP. _ ....... ........ ......... a Tae au nwr r"M %=IF 1E rm USED WIN REDUCING Geese meR se raaAmx SLAB STANDARDS OF A0340Y I wx Fee �-PROPIERTY HAWS JURISDICTION GRAVITY OR M MIN. PVC uarre Place S Into SUBSEQUENT ow LINE BACKFILL PRESSURE PIPE - DRAIN PIPE raw a Ursa nux undisturbed soll Ir x V xC WYE SIDE SLOPE AS WROW 1W IM a NOT AGUMART. —6' CAP REOUNM 9 ELEVATION i: j NOW To PAGES b AND 10 W 16 APWA STAN&M 003 FOR ovomm- SID. BASE SECTION LADDER ONX PAVECDC UNDER xant AREAS-AND 90% BACKFILL 07HE2 1 12' SERVICE AREAS (AASHTO MODIFNED • ...... ..... ....... (SM SPIEECIFICAIRONS) SON cement block$ placed over and around Pipe. —Exterld to undisturbed surface METHOD) Tamped into Place before placing backfill. ..... Use 10 percent cement with go percent nothw sOV and water to suit to form a dry mix that ...... ......... Jki 7,' will hold its shape when molded ho a bell. triraa Omit O.D. + le MK -4 cement blacks on slop" fee, than 15 p . ...... ... O.D. + 2,F MAX ercent MANHOLEJ PRE —CAST unless otherwise shown an plan. .5 WALL Ir FOR am OR am c6- X NO* EXCAVATE .. ......... ......... ......... ... I- sw . ... ...... ............................... MANHOLE Sirps UNS"TABLE 3 m-rA* U POPE* MATERIAL CON-4 To SANDPEA ......... ......... ......... ......... ......... (GALVANIZED) FIRM SOL NO . ... ....... . . . ......... I ........ ......... .. ......... to %r REPLACE WITH .. ........ WE CLAW 'r BMWALL ..... rN . ......... ..... ... .......... 2' P.V.C. PIPE A . ......... .. ...... .. Top board only to rw posts T PEA GRAVEL MIRL VADTIt *IEN Is 15 LESS THAN ......... . ...... . - %min: ...... ......... extend fail distance 'e-4* MIL Length TO 4" ABOVE 1r. MIN. W07H - O.D. + 16', NATIVE BACKFU - COMPACTED as shown 1*0 cm 6. se, &A am CROVIN OF PIPE WHEN IN IS GREATER THAN TO DENSITY OF ADJACENT SOIL ...... ......... . 1'. MK WIDTH O.D. + 2,C. ......... ........ BAR. AFTER 10* sue .. ... . ....... ........ .. SENDING COLA ELM S' MIN. IF IN SOLID ROCK PEA GRAVEL .... ......... .. ......... .. Notes, ......... ......... ......... . ..... ......... ......... . .... ......... BEDDING .... ......... ......... ....... Ir CAP TO OLINE A 1 IN. 1. Timber baffles to be Installed whee directed by OF PIPE AZ ..... . :,ij A" aifa";jj; • the Engineer or District Inspector. jW ........ ......... . . .... NOTE-. WYE 2. AN backMi shall be see" POLYPROPYLENE STEPS MAY BE SUSSMTUTED FOR e SANITARY TM z GALVANIZED. POLYPROPYLENE MANHOLE STEPS SHALL BE LAW MODEL. P -14938 OR APPROVED EQUAL. all, fy FFP 1,1 - vs Ad 71016 =DING, DETAIL NO. 12 DETAIL NO. 13 DETAIL NO. 9 DETAIL NO. 10 DETAIL NO. 11 DET AIL NO. 14 TRENCH CROSS SECTION FOR PIPE ANCHOR LOW PRESSURE AIR TESTING OF HILL HOLDER MANHOLE STEP DETAILS SIDE SEWER DETAILS P.V.C. OR D.I. PIPE GRAVITY SEWERS,,., -YIW ST'=ND.99012.00 PART FOUR: TECHNICAL SPECIFICATIONS CREW W. 2 PMMMT SOMM OF COWASSUM DATE COAL CREEK 7416 129TH AVE. S.E. 4,AlT,/"$1 NOR STANDARD SEWER DETAILS 881IMMY BOMM OF 0=1111110M DAM UTILITY DISTRICT NEWOASTLE, WASHINGTON 98058 SHEET NO, LEM 1114 REVISIONS SAM APMVW DATE TELEPHONE: 235-9200 6 OF 6 -2 79 70 Z SCANNED haAR 3 0 2000 Litt 4