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Home My WebLink AboutS-312002VJ IL ^^� W i�L Q Z Z O I- Q v( Z LL REVISIONS: REVISIONS PER ARCHITECTURAL SITE PLAN :REVISIONS PER tY OF RENTON COMMENTS :REVISIONS PER CITY OF RENTON COMMENTS :REVISIONS PER CITY OF RENTON COMMENTS :REVISIONS PER CITY OF RENTON COMMENTS CHANnFS. 05 -27 -03 DJW AND REDLINES. 06 -03 -03 DJW AND REDLINES. 06 -18 -63 DJW AND REDLINES. 07 -02 -03 DJW AND REDLINES. 07 -15 -03 DJW ALL 90' TURNS "BALL 4" CLEANOUT WYE WITH ----T BE ACCOMPI -SHEo 5Y MEANS 45' BEND AND PLUG. ��/ OF A WYE AND 45` BEND. w w w TWO 45' BENDS SHALL NOT J J BE ACCEPTABLE. a (L C, 0 0 0 HOUSE a. HOUSE a- HOUSE a. HOUSE 3 -0" MIN. BEND AS REQUIRED 4" SEWER PIPE TYPICAL (gI MORE THAN 45' BEND). �4" SURFACE ( ) EVERY 2ND CHANGE IN 4" SEWER PIPE, SEE NOTES 2 AND 3. d DIRECTION OR GRADE WILL a CWLYEEANOUT 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN -EQUIRE A SURFACE PLUG FACE UP SINGLE FAMILY 1S 6" CLEANOUT WYE. 4" CLEANOUT (TYPICAL) 1 PROPERTY LINE WYE WITH PLUG PROPERTY LINE 6' MIN. a I v e 6'k 4" REDUCER ca z Z ZZ (TYPICAL) N N IA N x MAIN SEWER LINE x x z z- 0 0 IV) 0 L w r Z W 0 J 0W m a z_ OJ z� In aW o 20 TYPICAL BUILDING SEWER INSTALLATION PLAN 4" SOIL PIPE 4" CALDER COUPLING x z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING FLOOD LEVEL RIMS LOCATED BELOW THE OR EQUAL TO FIT o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER SURFACE CLEANOUT OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 4 "x 4 "x4" WYE 0 1 z DEVICE SHALL BE INSTALLED EQUAL -0 TYPER 2 -84. � D 4" PIPING as -4 "x 4 "x 4" TEST TEE 4" CALDER COUPLING FACE UP AND PLUGGED z OR EQUAL TO FIT - 4" NIPPLE SURFACE CLEANOUT -6 "x 4" REDUCER m 4 "x 4 "x4" WYE -6" COUPLING TO FIT END 6" PIPE -REMOVE 2 "x4" STUD AND CAP OR PLUG ON END OR EXISTING 6" SEWER PIPE. AND INSTALL BUILDING SEWER COUPLINGS, REDUCER, TEES, AND BENDS AS REQUIRED. SEE SIDE SEWER DETAIL 6" PIPING TO 6' -0" BEYOND PROPERTY LINE 6" SIDE OUTLET TEE SEE NOTE 6 SEWER MAIN [1wT\] BUILDING SEWER INSTALLATION 4" PIPING PLAN BUILDING DRAIN FOR LOW HOUSE CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1- 800 - 424 -5555 ADOPTED CITY OF RENTON J7. Standard plans N T IST DATE : 12/96 TYPICAL BUILDING SEWER SIDE SEWER (PROPERTY LINE) TO BUILDING CONNECTION INSTALLATION PLAN DWG. NAME : BR35 SP PAGE : B082 1. Prior o installation of a sanitary sewer connection, a side -sewer .permit must be purchased from the City of Renton Public Works Department. 2. Types of pippe and fittings that can be used for sanitary sewers shallbe approved.by the Department of Public Works, Rubber or neoprene gaskets as specified by the manufacturer, 9MIl be used on joints. 3. A minimum grade of 2$(1/4" p foot) must be maintained with 4' pipe. In the t a 2X grade cannot be maintained. The own must grant a rde release to the City and then can Install pipe at a. grade of iX 4. For inspection of side sewer, nail 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 specifications. Mcke the connection at the house. Do not backfill they ditch until`aFproval is given by. the Inspector. Final approval -.wll be granted after the existing septic tank has been pumped out and filled with sand. 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 responsiblefor its instollotion. The side sewer shall be a minimum of 6': In size. If tee is not available, the main sewer line must be topped lhru a cost iron saddle. All work within str'aet right-of-way shall M done by a licensed and`bonded contractor. 7. All work shall be accomplished ir. accordance . with the Washinggton Industrial Safety and Health Act. (W1S14A) 8. All trench restoration for side sewers in the public right -of -way shall conform to the most current trench restoration requirements as shown on dwg. #iR -23. All building sewer and side sewers shall have bedding in accordance with drawing BW18C or BRO9 as applicable 10. There shall be 'a minimum 10 foot horizontal weatlon between sanitary side sewers and water services . and a minimum 5 foot horizontal sepaation between sanitary side sewers and nil other utilities. WHITWORTH AVE S. PROPERTY LINE 6' -0" c - FUTURE 6" BUILDING SEWER PIPE I BUILDING SEWER \-2 "x.4" STUD .SERVICE MARKER PAINT UPPER TEE WITH 6' SIDE WT; ET PORTION WHITE ANS STENCIL ON _SIDE_ J WORDING 'SEWER` W1TW- 37- HICK`BLACK LETTERS. AND f6 WIRE WRAPPED AROUND THE STUD AND o EXTENDED TO THE TOP OF THE STUD. oc 0. 6" SIDE SEINER AND BUILDING SEWER 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, 01 PIPE AND CI PIPE, SEWER MAINS ARE TO BE CORE DRILLED 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX ah ,M'tNG CONCRETE BLOCKING M`Ty 25 MPy. G 2% MIN SLOPE 6" SIDE OUTLET TEE // - HORIZONTAL SEWER MAIN L SEWER MAIN 6" MIN. TYPICAL SIDE SEWER ELEVATION 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. E. S (q '3® 0F `aF wASy, O AS -bUiLT MORMATiON PROVID0 DY' ADOPTED y for CIY OF RENTON CC NTi3E POIy T5ugve/ y a, INC., PS. Standard Plans B RNEA3 337131- 9 � RVE u - S. O L12115/DS� i � /, � IST DATE : 12/96 VTT, FE,DERRL WAY, WR 98103 STANDARD SIDE SEWER INSTALLATION a: PHONE: 253 - total - 1901 (SEWER MAIN TO PROPERTY LINE) 0 DWG. NAME : BR39 SP PAGE : 6078 A PORTION OF THE SE 1%4 OF SECTION 18, TOWNSHIP 23 N., RANAE 5 EAST., W.M. Ac -M, SAWAC0,11114 DATUM NOTES: z, Z ..f10 1. ALL WORK PERFORMED AND MATERIALS USED SHALL BE IN yu N JI- Z,.. -,. ACCORDANCE WITH CITY OF RENTON "STANDARD PLANS" DATED D0pW=NQNWQ ir E 31 L JANUARY 21, 1997. to u 2. EXISITNG UNDERGROUND UTILITIES HAVE BEEN SHOWN FROM THE U MOST CURRENT INFORMATION AVAILABLE. IT SHALL BE THE U ' M-lI CONTRACTORS RESPONSIBILITY TO LOCATE ALL EXISITNG Z UTILITIES, SHOWN OR NOT, PRIOR TO COMMENCING U n, Cd CONSTRUCTION. a to ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) I- 3. RUBBER GASKETED ASTM D 3034, SDR 35. ZWZIrF0)- CO Q Vi SEE SHEET C -10 FOR STANDARD CITY OF RENTON SANITARY SEWER 1 1 4. NOTES. 20 10 0 20 ALL TRENCH RESTORATION IN THE PUBLIC RIGHT -OF -WAY SHALL -- c.. 5. BE PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY DETAILS (H032, H032A & H033). SCALE: 1' - 20' ALL NEW ELECTRICAL, PHONE AND CABLE SERVICES AND LINES TO -6. THE PROJECT MUST BE UNDERGROUND. LOCATIONS FOR THESE FRANCHISE UTILITIES WILL BE DESIGNED BY THEIR RESPECTIVE DATUM PURVEYORS. IN GENERAL, REQUIRED UNDERGROUND CONDUIT AND PIPE, METERS, TRANSFORMERS, JUNCTION BOXES, ETC. WILL CITY OF RENTON (NAVD 88) BE LOCATED IN LANDSCAPE AREAS, UNDER SIDEWALKS OR IN PAVEMENT CORRIDORS WHICH WILL NOT CONFLICT NTH PROPOSED WATER, SANITARY SEWER OR STORM DRAINAGE S UTILITIES. OF BENCHMARK BE-INSPECTED NDCAP ROVED BYFAFCITY OF RENTONEPUBLICT WORKF ! "! SECTOR PRIOR TO A CERTIFICATE OF OCCUPANCY BEING BASE: ISSUED, CITY OF RENTON BENCHMARK NO. 2123: FOUND USGS BRASS DISC STAMPED "Q462 ", VERTICAL IN WALL OF POST OFFICE. 1.5' E OF SOUTHWEST CORNER OF BUILDING LOCATED IN THE NORTHEAST QUADRANT STREET INTERSECTION OF HOUSER WAY AND CHECKED FOR COMPLIANCE RECOMMENDED WILLIAMS. AS PER PHONE CONVERSATION V;1TH BOB MACONIE ON JANUARY 11, 2001. TO CITY STANDARDS FOR APPROVAL ELEVATION = 45.11 FEET. %�O�/ //�/ Date & -// I/ BY: SITE: FOUND BRASS PLUG IN CONCRETE INCASED - Date BY: AT INTERSECTION OF 4TH AND SHATTUCK Date BY: STREETS. 1. j r c ■ 2 SCANNED OCT 0 8 2o04 ✓� ` ; �� 3/ e o 2 7 In I (Jj00 0 LLI Q an O OD p 0 z, Z ..f10 IiiI - Q yu N JI- Z,.. -,. NWZ D0pW=NQNWQ ir E 31 L S to u OU OD U 0� U ' M-lI aZ N Z JQ LL oZ W U n, Cd U a to WWWOI I- W ZWZIrF0)- CO Q Vi ~ C6 Q Uw 1 PROJECT NO.: 00-25 DRAWN BY: DJW ISSUE DATE: 04-03-03 SHEET REV.: 07 -15-03 SANITARY SMM 8 PLAN AND DETAILS C 0) 9 SHEET OF A I-s c / SCANNED NOV - 7 211M q I 0 2 Q W U M 0 0 c0 cr W a OU OD U 0� aZ N Z JQ LL oZ W O o J� f WWWOI I- 0 0 W 0000 ZWZIrF0)- CO Q Vi Oafnam Q0oWiz! Q )W�w IrILMQO -- c.. LL OUobimi v PROJECT NO.: 00-25 DRAWN BY: DJW ISSUE DATE: 04-03-03 SHEET REV.: 07 -15-03 SANITARY SMM 8 PLAN AND DETAILS C 0) 9 SHEET OF A I-s c / SCANNED NOV - 7 211M q