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Home My WebLink AboutS-325509in in C V M 1 �1 a l °i 3 m 1 W � w I U o W d I kM d O Q J fn H O W Z Z O F- a > Z ok`'ax 3ZQ¢ W W 5 �1: a- 0 In W a fn2Z } ( W Qco 0! H Z Q N np v o CDC .E E"t G a� C o y a� IN "I P•{ R. JO VJEOF wAjs.f� elf 2 a °w 21� 62 1 ZONAL e;wlaes 3/7/08 I 6" 12' MAX. Y41' 7' MIN. MORTAR FILLET dL 6" MIN. NE 1/4 SEC. 10 ,TWP. 23 ,RGE. 5 AM. MANHOLE FRAME AND COVER SEE DRAWING BR29 �I 6" MIN. (TYP) 20 SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. ' ROADWAYS IN ASPHALT RESTORE AND COVER AS REQUIRED BY CLEANOUT G DRAWING BR36: SANITARY MANHOLE TYPICAL DETAIL NTS 6w OR 8° CLEANOUT NOTES• NTS 25" ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL ".SQUARES SPACED - 3/4" INDICATED - HT. 1/8" .CONCRETE �: CLASS 3000 4" CBE WYE BE ACCOMPLISHED BY MEANS CONE 2. STEPS ARE TO BE IN PLACEBEFORE MANHOLE SECTIONS 45' BEND D AND PLUG. A WYE AND 45 BEND. TWO 45'- BENDS SHALL NOT 21" ARE INSTALLED. BE ACCEPTABLE. 1. Prior to installation of a sanitary sewer connection, be from the City of t /2 RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCEDPRECAST *0F / - 4 -3/4•: CONCRETE a side wer permit must purchased Renton Public Works Department IN. t, ALL JOINTS SHALL BE GROUTED: t2 so a 0 _STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED: (SEALED) RAISE -1/2" WIDE BORDER FIBER JOINT PACKING �+* 2. Types of pipe and fittings that can be used for sanitary .sewers shall beapproved. by the Deportment of Public Works. "�I WITH HIGH SOLIDS UREi HANE COATING; WASSER HOUSE a a 6- 1/2 CONCRETE RISER BY PIPE INC., MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE :WHITE. HOUSE: OR APPROVED EQUAL. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE - t0 45'(1 /8) BEND - 48 - WITH ASTM C-443. 9•, � 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE 8 -3 4' PIPE MATERIAL AS SPECIFIED BY THE ENGINEER DIAMETER OF THE LARGEST PIPE. 1-1 /4'� 2" 5/8" 3 9. CONNECTIONS. TO MANHOLE SHALL BE MADE. USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL l F ".' ;`� __T I, 12" (TYP) MAX. PIPE SIZE - 21" I.D. - 04 OQ- 4" BEND AS REQUIRED1 = 4" SEWER PIPE (TYPICAL) LADDER -STD. ALUMINUM OR 4. For - inspection of side sewer, call 24 hours in advance, 277 -5570. Site must be .ready for inspection - I l "' - 4 GALVANIZED STEEL '4" SEWER PIPE, SEE NOTES 2 AND 3. - an representative on site When inspector :. - CONCRETE SHELF 4" TEST TEE WITH 8,. PLUG TO BE SEALED PRECAST BASE SECTION REQUIREASURFACE CLF_ UT WYE. ".. PLUG FACE: UP ,: -. ' IN SAME MANNER AS :. shall per Make the connect on at the'.: house. Do not backfill OR CAST IN SHELF. CAST IRON RING AND COVLR NOTES IN UNIMPROVED AREAS POUR 1' -0' THICK MAIN SEWER JOINTS. (TYPICAL) PROPERTY LINE the ditch' until approval is given by the inspector. be the �I 6" MIN. (TYP) 20 SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. ' ROADWAYS IN ASPHALT RESTORE AND COVER AS REQUIRED BY CLEANOUT G DRAWING BR36: SANITARY MANHOLE TYPICAL DETAIL NTS 6w OR 8° CLEANOUT NTS ALL 90' TURNS SHALL 4" CBE WYE BE ACCOMPLISHED BY MEANS 45' BEND D AND PLUG. A WYE AND 45 BEND. TWO 45'- BENDS SHALL NOT BE ACCEPTABLE. 1. Prior to installation of a sanitary sewer connection, be from the City of a side wer permit must purchased Renton Public Works Department o a 0 .a :0 2. Types of pipe and fittings that can be used for sanitary .sewers shall beapproved. by the Deportment of Public Works. HOUSE a a HOUSE a HOUSE as HOUSE: Rubber or neoprene gas by specified. by the manufacturer, shall be used on joints. 3. A minimum grade "of 29 (1/4" per foot) must be maintained with '4 pipe. In the event q 2% grade 3 cannot be maintain d. The. owner must grant a ggrade release to the City -and then can install 6', pipe at a grade of 1%. - 4" BEND AS REQUIRED1 = 4" SEWER PIPE (TYPICAL) 4. For - inspection of side sewer, call 24 hours in advance, 277 -5570. Site must be .ready for inspection - ((NO MORE THAN 45' BEND). 4" SURFACE EVERY-2ND CHANGE IN CLEANOUi '4" SEWER PIPE, SEE NOTES 2 AND 3. - an representative on site When inspector - DIRECTION OR GRADE WILL N 1N1.E 4" TEST TEE WITH - MINIMUM LINE SIZE FOR OTHER THAN arrives at appoint d time. :Side sewer and stub be tested C'ty specd'catons. f REQUIREASURFACE CLF_ UT WYE. ".. PLUG FACE: UP ..SINGLE FAMILY iS 6" shall per Make the connect on at the'.: house. Do not backfill :. 4 CLEANOUT WYE WITH PLUG (TYPICAL) PROPERTY LINE the ditch' until approval is given by the inspector. be the - PROPERTY LINE Final approval ,will grantetl after -ezisti -wy septc tank has been pumped out and fill ed th sand. w L 6' MIN. 0 6 "z 4 ". REDUCER 5. Install sewer ith 2' cover. 18" 0 z 0 ? F (TYPICAL) z F side minimum cover is allowed'. at th e house if, outlet is shallow. m x MAIN SEWER LINE x x w x w 6. If side sewer stub i not available. The '. owner shall s w w be .responsible for is installation. iiz The side sewer : shall. be. a.. minimum of 6° in size. If tee is not AS Bi1ILTS SEWER PLAN sew Adl wst be tapped tha available; the man thre All work within.. TYPICAL BUILDING INSTALLATION . cost of- addle. street right—of-way shall be done by alicensed , DRAWN BY-. TRN and. bonded contractor. -3 'DATE: 8 -3 -06. z _ - 4" SOIL PIPE IF THE BUILDING SEWER SERVES ANY FIXTURE 7. All .work shall be accomplished in accordance with the Washington Industrial Safety and a 'o 4" CALDER - COUPLING z HAVING FLOOD LEVEL RIMS LOCATED BELOW THE Health Act (WISHA) of 0 -I OR EQUAL TO FIT o ELEVATION OF THE: NIXT UPSTREAM'. MANHOLE COVER g, All trench restoration for 'side ewers in' the public : right—of—way shall conform to the most current trench AS BUILT -,a z SURFACE CLEANOUT - o to OF THE PUBLIC SEWER SYSTEM, A- BACKFZOW PREVENTION SHALL BE INSTALLED EQUAL TO TYPER '.2 84. restoration requirements as shown on dwg. #HR 23: ry �. DATE. 9 -2 06 0 m 4 "x 4"x4" WYE I DEVICE. a m sewers 9. tiedding building accordance with. drawings BWlBCvor THESE RECORD: DRAWINGS ARE SUBMITTED FOR REVIEW ON A TRUE COPY 4" PIPING BR09 as applicable. OF THE COUNTY APPROVED CONSTRUCTION PLANS SIGNED FOR APPROVAL 4 "x 4 "x 4" TEST TEE 4" CALDER COUPLING 10. There shall be a minimum: l0 foot horizontal seperotion BY: PROJECT ENGINEER: LUAY JOUDEH DATE: 09 -27 O6 = ° w FACE UP AND PLUGGED z Zi. OR EQUAL TO FIT w ,z between sanitary ide sewers and water: s —ices and a ry minimum Sfoot ho zontal 'seperotion between sanitary side rn 4" NIPPLE J +u SURFACE CLEANOUT u' "x "x4 ".. sewers and oll other utilities. - WE HEREBY DECLARE THAT THE ROAD, STORM DRAINAGE, GRADING AND OTHER 0 w s 6' 4" REDUCER m 4 4 'NYE IMPROVEMENTS ARE LOCA ON THESE'.RECORD DRAWINGS. i 6" COUPLING To FIT 4" PIPING BY: PROJECT ENGINEER PATE; �•L!. OG r z END 6" PIPE REMOVE 2 "x4" STUD AND CAP OR PLUG PLAN 0" m ON END OR EXISTING 6" SEWER PIPE. .. AND INSTALL BUILDING SEWER COUPLINGS, BUILDING G DRAIN - REDUCER, TEES, AND BENDS AS REQUIRED. FOR LOW HOUSE i PROPERTY LINE z SEE SIDE SEWER DETAIL 6" PIPING ro s —o RECOMMENDED �� BEYOND PROPERTY LINE FOR APPROVAL z m a o s" SIDE OUTLET TEE c SEE NOTE 6 SEWER MAIN TYPICAL BUILDING SEWER —SIDE SEWER ,at - BY N (PRQPERTY LINE)TO BUILDING BY PLAN CONNECTION INSTALLATION PLAN BY BUILDING SEWER INSTALLATION NTS M:\04\166\plots\2\AS BUILTS \AB 17- 3ESSDT4166.dwg 9/27/2006 11.53. — N N N N A A P8.5-32-SS0°I SCANNED OCT 2 7 2006 LL 2 r rr .: