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Home My WebLink AboutSWP2702884.13rD 0 a CD w d 3 "O t� CD CD ro 0 / 0 / Q F- z W Cc Q L0 Ln CID a z Q w J Y Z TEE WITH 6" SIDE OUTLET i Mul Lox!*Wr 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE BLOCKING ��►� r OUTLET ! Lei ► SEWER MAIN PROPERTY LINE FUTURE BUILDING SEWER 2"x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED G _ _ 2% MIN SLOPE HORIZONTAL NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10/17/96r Edited note. I DCV I AG 12" MiN STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) **-AR ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DWG. NAME: BR30 SP PAGE: B078 R/W 4" CLEANOUT WYE WITH 45' BEND AND PLUG. _I MI W 01 a. HOUSE °' HOUSE 1 HOUSE Z� W Oi o: CL ALL 90' TURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE AND 45' BEND. TWO 45' BENDS SHALL NOT BE ACCEPTABLE. --i 3 -0°° MIN. B AS REEQUI 4" SEWER PIPE N RY DTMHA 'NEND). 4" SURFACE I `* e' (TYPICAL) , 4" SEWER PIPE, SEE NOTES 2 AND 3. ,t !� CCRR� WILL k CLEANOUT 4 TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN C AN T WYE. WY£ PLUG FACE LIP SINGLE FAMILY 1 S 6" 4" CLEANOUT (TYPICAL) PROPERTY LINE _ WYE WITI I PLUG I �� PROPERTY LINE L-6' MIN. 6"x 4" REDUCER cs F (TYPICAL) F MAIN SEWER LINE ;��`� _ W TYPICAL BUILDING SEWER INSTALLATION PLAN Z - 4" SOIL PIPE z IF THE BUILDING SEWER SERVES ANY FIXTURE "i 4" COLDER COUPLING x < HAVING FLOOD LEVEL RIMS LOCATED BELOW THE OR EQUAL TO FIT ® ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER z ~ SURFACE CLEANOUT OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 4"x 4"x4" WYE b z DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2-84. i 9 4°' PIPING 4"x 4"x 4" TEST TEE 4'" COLDER COUPLING I W FACE UP AND PLUGGED z OR EQUAL TO FIT 4" NIPPLE SURFACE CLEANOUT Z= M f-6"X 4" REDUCER to 4"x 4"x4'° WYE :3 W 6" COUPLING TO FIT 4" PIPING � F- z_ END 6" PIPE W g S ( ! z REMOVE 2"x4" STUD AND CAP OR PLUG BUILDINGPPLAN DRAIN =m o ON END OR EXISTING 6" SEWER PIPE. FOR LOW HOUSE A. l AND INSTALL BUILDING SEWER COUPLINGS, I m REDUCER, TEES, AND BENDS AS REQUIRED. PROPERTY LINE I I I --- SEE SIDE SEWER DETAIL ® Z 6" PIPING TO 6'-0" im f BEYOND PROPERTY LINE 6" SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DIG SEE NOTE 6 SEWER MAiN 48HR LOCATORS 1-800-424-5555 13 o_ PLAN BUILDING SEWER JJj INSTALLATION En17/96 Edited text DCV AG DATE REVISION BY APPR'D NOTES: 1. Prior to Installation of a sanitary sewer connection, a side -sewer permit must be purchased from the City of Renton Public Works Department. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Worica. Rubber or neoprene oskets as specified by the manufacturer. shall be used on Join s. 3. A minimum ads of 2R (1/4" per foot) must be maintained wth 4' pipe. In the event a 2X grade cannot be maintained. The owner must grant a .ads release to the City and then con Install 6pipe at a grade of 1X 4. For Inspection of side sewer, call 24 hours In advance, 277-5570. Site must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specditcations. Make the connection at the house. Do not backfIll the ditch until approval In given by the inspector. Find approval will be granted after the existtn septic Idnk has been pumped out and filled wh mod. 5. Install side sewer with 2' minimum cover. 18" cover is allowed at the house If outlet is shallow. 6. If side sewer stub is not available. The owner shall be responsible for its installation. The side sewer shall be a minknum of 6" in size. If tee is not available, the main sewer line must be tapped thru a cast Mon saddle. All work within streetright-of-way shall be done by a licensed and bonded contractor. 7. All work shall be accomplished In accordance with the Washingyt�on Industrial Safety and Health Act (WI 8 All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration recluirements as shown on dwg. /HR-23. 9. All building sewer and side sewers shall have bedding In accordance with drawing BW18C or BRO9 as applicxable. 10. There shall be a minimum 10 foot horizontal *operation between sanitary side sewers and water services and a minimum 5 foot horizontal *operation between sanitary side sewers and gil other utilities. - TYPICAL BUILDING SEWER - SIDE SEWER (PROPERTY LINE) TO BUILDING CONNECTION INSTALLATION PLAN �� Y p ADOPTED U CITY OF RENTON '- STANDARD PLANS N S O) LST DATE: 12,/96 DWG. NAME: BR35 R/W o-?ss�2" o SP PAGE:B082 12" MIN.-___ _ __�� (pl___ 12" MIN. L_ J CAP ^ I I_ J CAP 1 /8 OR 1 /16 BEND AS REQUIRED 2% MIN. 6„ WE � 2% MIN. _ NEW 6" SIDE SEWER PROPOSED STORM SEWER PIPE ---�,� - i SADDLE W/ 6" TEE (ROMAX 6" MIN. / / 6"x 4" REDUCER OR APPROVED EQUAL). TAP /'� 6"x 4" REDUCER SADDLE W/ 6 TEE (ROMAX - THROUGH SADDLE SECURED Of? APPROVED EQUAL). i TO MAIN WITH STAINLESS TAP THROUGH SADDLE 6" MIN ` l 6" WYE EXISTING SIDE SEWER STEEL BANDS % EXISTING SIDE SEWER SECURED TO MAIN WITH STAINLESS STEEL BANDS EXISTING SANITARY SEWER EXISTING SANITARY 'SEWER �-- TO BE ABANDONED 2% MIN. TO BE ABANDONED 2% MIN. 1 /8 OR 1 /16 BEND AS REQUIRED NEW 6" SIDE SEWER EXISTING SEWER MAIN TYPICAL STUB CONNECTION FOR SEWER REPLACEMENT NEW CONNECTION PASSES JNDER PROPOSED STORM SEWER PIPE NOT TO SCALE PROPOSED STORM SEWER PIPE \-- EXISTING SEWER MAIN TYPICAL STUB CONNECTION FOR SEWER REPLACEMENT NEW CONNECTIM PASSES OVER PROPOSED STORM SEWER PIPE NOT TO SCALE RECOMMENDED FOR APPROVAL By: Date: By: Date:' By: Date: By: Date: i 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY cal ® 3 o0 o c� �a :D Z I Q w ji1 Uj Q a a v C.. Q O W Z o W W W W Z F_ . > V GC z O� � 3 w �a z3 °a o3 Uj z n ®d OW �Z wW G4 � zw a :LI —° >z UZ =O wN W Z SHEET: 31 OF: 32 JOB NO.: 00716 DWG: DET-SERVICE z m 0 z 0 a o o � z Ilk,��r� MAR f 8 4W