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Home My WebLink AboutS-2871038 >H d 3 SEC. 5 ,TWP.23 N ,RGE. 5 E W.M. ALL 90' TURNS SHALL 4" CLEANOUT WYE WITH / ' BE ACCOMPLISHED BY MEANS NOTES: 45' BEND AND PLUG. ` OF A WYE AND 45° SEND. TWO 45° BENDS . SHALL NOT 1 prior to installation of a sanitary sewer connection, Z Z z w L w a side -sewer permit must be purchased from the City of J J BE ACCEPTABLE. Renton Public Works Deportment. 1 r 1 2. Types of pipe and fittings that can be used for sanitary w w w sewers shall be approved by the Department of Public Works. a a a Rubber or neoprene gaskets as specified by the manufacturer, O O O shall be used on pints. 0: X W T:::�l HOUSE °' HOUSE I a. HOUSE a HOUSE 3. A minimum grade of 29. (1/4" per foot) must be a maintained with C pipe. In the event a 22 grade cannot be maintained. The owner must grant a ggrade release to the City and then can install 6" MIN. -0 -' pipe at a grade of 17. 3 4. For inspection of ;de sewer, call 24 hours in advance, 277 -5570. Site must be ready for inspection 4" BEND AS REOUIRC[1 _ 4" SEWER PIPE and representotg on site when inspector {NQ MORE THAN 45' BEND). q" SURFACE (T�'PICAL) arrives at appointed time. Side sewer and stub t RY 2ND CHANCE IN 4" SEWER PIPE, SEE NOTES 2 AND 3. shall be tested per City specifications. CLEANOUT Make the connection at the house. Do not backfill "a DIRECTION OR GRADE WILL > 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN approval is given y p REQUIRE A SURFACE WYE the ditch until a I b the inspector CLEAN OUT WYE. PLUG FACE UP SINGLE FAMILY 1S 6 "" Final approval will be granted after the existing 1 4" CLEANOUT (TYPICAL) septic tank has been pumped out and filled with sand. 1 PROPERTY LINE WYE MATH PLUG PROPERTY LINE 5. Install side sewer with 2' minimum cover. 18" io io :n <o cover is allowed at the house if outlet is shallow. O 6' MIN. c, 6"'x 4" REDUCER ca ? ? ? (TYPICAL) ? 6. If side sewer stub is not available. The owner shall I be responsible for its installation. The side sewer shall be o minimum of 6" in size. If tee is not —w ( MAIN SEWER LINE w i _w1_ available, the main sewer line must be tapped thru a cast iron saddle. All work within TYPICAL BUILDING SEWER INSTALLATION PLAN street right -of -way shall be done by a licensed and bonded contractor. z - 4'" SOIL PIPE 7. All k shall be accomplished in accordance �b z IF THE BUILDING SEWER SERVES ANY FIXTURE Hith the Act. Industrial Safety and I 4" CALDER COUPLING a ( ) ff x HAVING FLOOD LEVEL RIMS LOCATED BELOW THE OR EQUAL TO FIT o ELEVATION OF THE NEXT UPSTF.EAM MANHOLE COVER 8, All trench restoration for side sewers in the public z SURFACE CLEANOUT O OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION right -of -way shall conform to the most current trench n 4'k 4 "x4" WYE o z DEVICE SHALL BE INSTALLED EOUAL TO TYPER 2 -84. restoration requirements as shown on dwg. #HR -23. m N j 9. All building sewer and side sewers shall have bedding in accordance with drawing BW18C or 41. PIPING m BRO9 as applicable. 4" CALDER COUPLING separation 4 " "x 4 "x 4" CST TEE O 10. There shall be a minimum 10 foot horizontal o ac OR EQUAL TO FIT I w FACE UP :AND :LUGGED z between sanitary side sewers and water services and a -00 0: SURFACE 4 "" NIPPLE A �� SURFACE CLEANOUT minimum 5 foot horizontal seperation between sanitary side w 0 3 7 un sewers and Q other utilities. z= J w , ve, �i 6 x 4 REDUCER m 4 x 4 x4 WYE r z 6" COUPLING TO FIT 4" PIPING END 6 " PIPE w o ° I z REMOVE 2 "x4 "" STUD AND CAP OR PLUG PLAN I BUILDING DRAIN I1 Ii m ON END OR EXISTING 6 "' SEWER PIPE FOR LOW HOUSE a G.r� "® rier: o I AND INSTALL BUILDING SEWER COUPLINGS, 1 -1/4' 1/2 ;' I :o REDUCER, TEES, AND BENDS AS REQUIRED_ :RTY Z LINE SEE SIDE SEWER DETAIL O a 3 6" PIPING TO 6' -0" t- y w BEYOND PROPERTY LINE ? rn 6" SIDE OUTLET TEE wa o SEE NOTE 6 SEWER MAIN a" IN UNIMPROVED AREAS POUR 1' -0" PLAN 1 SIDE SEWER CONNECTION 3000, PAD AROUND RING AND COVER. BUILDING SEWER "10 NO SCALE IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS IN SAME MANNER AS INSTALLATION MOTAR ER MATCH EXISTING GRADE 24' CLEAR OPENING R!`:G AND COYER - SEE NOTES 4' MIN TO 12' MAX PRECAST CONCRETE RINGS, CAST WITH GROOVE SO THAT SAFETY STEP CAN BE FIELD INSTALLED PRECAST ECCENTRIC CONE 54' TO 24' OR REDUCING AAA ON SHALLOW MANHOLE CUT 7EE 225' NEW PVC PIPE PRECAST CONCRETE SECTION 1FT. 2FT, XT, OR 417 AS NECESSARY. FORM CHANNEL 1WTH Cuss 'E" CONCRETE BEDDING MATERIAL - FOUNDATION MATERIAL NOT TO SCALE STAINLESS STEEL _ ANCHOR BOLT, TYP. r■ toruwu[slvswm -NOSH pqf 3Q .0B C—) 3/8w BOLT PLAN GALVANIZE ENTIRE STRAPPING APPARATUS. PIPE STRAPPING PLAN VIEW 3 DROP CONNECTION FOR MH 2 AND 3 1O NO SCALE MORTAR FILLET 6 MANHOLE FRAME AND COVERED SEE DRAWING BR29 a NOTES: ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. RUBBER GASKETED JOINTS IN 3. CASTING TO BE PER DRAWING BR29. ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. � STEPS — 3/4" DEFORMED BAR 5. ALL JOINTS SHALL BE GROUTED. < STEPS SHALL BE INCLUDED 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR r SURFACES, INCLUDING CHANNELING, COATED (SEALED) r_1 M WITH A HIGH SOLIDS URETHANE COATING; 16 O CONCRETE RISER BY PIPE INC., WASSER MC— CONSEAL OR APPROVED EQUAL; 0 OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. (n 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. Z 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE (n DIAMETER OF THE LARGEST PIPE. MAX. PIPE SIZE — 21" I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK LL1 ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL. W LADDER —STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 2 SANITARY SEWER MANHOLE 10 NO SCALE 3/4" SQUARES SPACED — 3/4" , ve, �i SELECT BACMLL I NATIVE Seri MATERIALoea�r rim SUILECT TO ENGINEERS tier APPROVAL erN SAFETY SIEP 1 _10000 rice .: ■ KOR-N-SEAL BOOT G.r� "® rier: ER MATCH EXISTING GRADE 24' CLEAR OPENING R!`:G AND COYER - SEE NOTES 4' MIN TO 12' MAX PRECAST CONCRETE RINGS, CAST WITH GROOVE SO THAT SAFETY STEP CAN BE FIELD INSTALLED PRECAST ECCENTRIC CONE 54' TO 24' OR REDUCING AAA ON SHALLOW MANHOLE CUT 7EE 225' NEW PVC PIPE PRECAST CONCRETE SECTION 1FT. 2FT, XT, OR 417 AS NECESSARY. FORM CHANNEL 1WTH Cuss 'E" CONCRETE BEDDING MATERIAL - FOUNDATION MATERIAL NOT TO SCALE STAINLESS STEEL _ ANCHOR BOLT, TYP. r■ toruwu[slvswm -NOSH pqf 3Q .0B C—) 3/8w BOLT PLAN GALVANIZE ENTIRE STRAPPING APPARATUS. PIPE STRAPPING PLAN VIEW 3 DROP CONNECTION FOR MH 2 AND 3 1O NO SCALE MORTAR FILLET 6 MANHOLE FRAME AND COVERED SEE DRAWING BR29 a NOTES: ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. RUBBER GASKETED JOINTS IN 3. CASTING TO BE PER DRAWING BR29. ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. � STEPS — 3/4" DEFORMED BAR 5. ALL JOINTS SHALL BE GROUTED. < STEPS SHALL BE INCLUDED 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR r SURFACES, INCLUDING CHANNELING, COATED (SEALED) r_1 M WITH A HIGH SOLIDS URETHANE COATING; 16 O CONCRETE RISER BY PIPE INC., WASSER MC— CONSEAL OR APPROVED EQUAL; 0 OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. (n 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. Z 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE (n DIAMETER OF THE LARGEST PIPE. MAX. PIPE SIZE — 21" I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK LL1 ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL. W LADDER —STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 2 SANITARY SEWER MANHOLE 10 NO SCALE 3/4" SQUARES SPACED — 3/4" AS INDICATED — HT. 1/8" °° 1 0°000° ° 0 ° �1 /2" CONCRETE CLASS 3 3000 RAISE -1 2 2'— 0 I--1' 1 WIDE BORDER 10" 5/8„ 9 2 -7/8" � �-4-3 /4" 1 -1/4' 1/2 ;' I 4„ PACKING P371 �I " 45° (1/8) BEND m } 18' m CAST IRON RING AND COVER oR_ (0 NOTES PIPE MATERIAL AS I IN UNIMPROVED AREAS POUR 1' -0" ENGINEER 1 _ 3 3000, PAD AROUND RING AND COVER. — IF�PLUG TO BE SEALED I IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS IN SAME MANNER AS SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 2 SANITARY SEWER MANHOLE 10 NO SCALE 3/4" SQUARES SPACED — 3/4" AS INDICATED — HT. 1/8" °° 1 0°000° ° 0 ° �1 /2" CONCRETE CLASS 3 3000 RAISE -1 2 2'— 0 I--1' 1 WIDE BORDER 10" 5/8„ 9 2 -7/8" � �-4-3 /4" 1 -1/4' 1/2 ;' I 4„ PACKING P371 �I " 45° (1/8) BEND m } 18' m CAST IRON RING AND COVER oR_ (0 NOTES PIPE MATERIAL AS I IN UNIMPROVED AREAS POUR 1' -0" ENGINEER 1 _ 3 3000, PAD AROUND RING AND COVER. — IF�PLUG TO BE SEALED I IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS IN SAME MANNER AS RECOMMENDED FOR APPROVAL �� e NehQ BY: DATE: 100 � �� GROUP FOUR,Inc. BY: DATE: CALL 4.8 HOURS 16030 JUANITA— WOODINVILLE WAY NE BEFORE YOU DIJ NAL SURVEYING 312M BOTHELL, WASHINGTON 98011 BY: DATE:c (425)775 -4581 ' (206)362- 4244 " FAX(206)362 -3819 1- 800 -424 -5555 ENGINEERING PLANNING MANAGEMENT BY- DATE' rll.E11A1o_. JE \00 00I5\SVS .d 4v21 EXPIRES 10 26 2000 WuTn➢ SE It 2000 12-36 JOB NO.: 00 -8015 ROLL # 168 �.:. 2 2 4 -ANNED OCT 4 ZUUU ao � o o; N LL_ z 00 3E W n' ° U me c E :2 In 'E 'E �I E n o� oCD 8 2 o 4 Z �f v 4 N oy°o d /y1 W i t v �a