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Home My WebLink AboutWWP2703651.70 U w J U In 0 0 w X x di z J U_ 0 z z W W Q U 0 W nW O zQ z Q Wry O W mz (1D Q z � Uo QJ g Q WZ / WU >N 0 0 x Z J Z Z O �W& i Z Z o ``�^ V f Z J o Q LL O z w !/�1 V / ¢ � U Q N N w Q Q ow m mQ o W oW Z 2 Y O N 0 U Q n d. Q Ld o I 0 Z 3/4'' SQUARES SPACED - 3/4" AS INDICATED - HT. 1 /8" �❑ 0 El 1 /2„ El ❑ �/ ❑ El ❑ ❑]E1 }&EEl 10 RAISE-1 /2" WIDE BORDER 10„ 9„ 8-3/4'' 1-1/4" 1 /2" 2„ I 5/8„ } i 2-7/8 41„ CAST IRON RING AND COVER NOTE: IN UNIMPROVED AREAS POUR 1'-0" THICK 2'-0" SQUARE CONCRETE, CL/.SS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. BECLAN PLACE -MINOR AMENDMENT A PORTION OF THE NW 1/4 OF THE NE % OF SEC. 15, TWP, 23N., RGE, 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CONCRETE CLASS 3000 3/4„ 12"0 FIBER PACKI1 45° (1 /8) PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH OR 8 INCH CLEAN -OUT Y" ADOPTED b CITY OF RENTON STANDARD PLANS N O LST DATE: 12/96 DWG. NAME: BW18B SP PAGE: B076 ALL 90' TURNS SHALL 4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES: 45' BEND AND PLUG. OF A WYE AND 45' BEND. 1. Prior to installation of a sanitary sewer connection, w w w TWO 45' BENDS SHALL NOT D z z j z a side —sewer permit must be purchased from the City of BE ACCEPTABLE. J J 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 Works. 0- D a- I Rubber or neoprene gaskets as specified by the manufacturer, O O O I shall be used on joints. o' a✓ HOUSE HOUSE HOUSE HOUSE 3. A minimum grade of 2% (1/4" per foot) must be II I maintained with 4" pipe. In the event a 2% grade i cannot be maintained. The owner must grant a grade release to the City and then can install 6 pipe at a grade of 1 %. 3 —O" MIN. I4. For inspection of side sewer, call 24 hours in advance; 277-5570. Site must be ready for inspection LBEND AS REQUIRED 4" SEWER PIPE and representative on site when inspector NO MORE THAN 45' BEND). 4" SURFACE f (TYPICAL) arrives at appointed time. Side sewer and stub ERY 2ND CHANGE IN 4" SEWER PIPE, SEE NOTES 2 AND 3. shall be tested per City specifications. DIRECTION OR GRADE WILL CLEANOUT Make the connection at the house. Do not backfill 4" TEST TEE WITH f MINIMUM LINE SIZE FOR OTHER THAN REQUIRE A SURFACE / WYE the ditch until approval is given by the inspector. CLEANOUT WYE.— �� L PLUG FACE UP SINGLE FAMILY 1S 6" Final approval will be granted after the existing 4" CLEANOUT (TYPICAL) septic tank has been pumped out and filled with sand. PROPERTY LINE WYE WITH PLUG PROPERTY LINE 5. Install side sewer with 2' minimum cover. 18" 6' MIN. `D cover is allowed at the house if outlet is shallow. 0 CD 6"x 4" REDUCER z z z (TYPICAL) z 6. If side sewer stub is not available. The owner shall Cn � U) V be responsible for its installation. The side sewer x MAIN SEWER LINE x x x shall be a minimum of 6" in size. If tee is not w w n w _ w 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 snarl be done by a licensed and bonded contractor. z 4" SOIL PIPE 7. All work shall be accomplished in accordance Q - CD z IF THE BUILDING SEWER SERVES ANY FIXTURE with the Washington Industrial Safety and r I l Health Act. (WISHA 4" CALDER COUPLING Q ) _ o I �� x HAVING FLOOD LEVEL RIMS LOCATED BELOW THE "' OR EQUAL TO FIT Q Q c N O I o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER 8. All trench restoration for side sewers in the public z c� OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION right—of—way shall conform to the most current trench — �� SURFACE CLEANOU T o z DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2-84. restoration requirements as shown on dwg. #HR-23. � 4"x 4"x4" WYE I o min 9. All building sewer and side sewers shall have m bedding in accordance with drawing BW18C or 4" PIPING BR09 as applicable. 4" CALDER COUPLING 4"x 4"x 4" TEST :FE ca z OR EQUAL TO FIT 10. There shall be a minimum 10 foot horizontal seperation V) FACE UP AND PLUGGED o I w between sanitary side sewers and water services and a In z w /// minimum 5 foot horizontal seperation between sanitary side o 4" NIPPLE Li D SURFACE CLEANOUT sewers and all other utilities. z = LLJ 6"x 4" REDUCER m ! 4"x 4"x4" WYE J = CD 6" COUPLING TO F'' ! 4" PIPING 1-- �--II z END 6" PIPE LLIw mi �_ z�— REMOVE 2"x4" STUD AND CAP OR PLUG PLAN - TYPICAL BUILDING SEWER - c � w ON END OR EXISTING 6" SEWER PIPE. BUILDING DRAIN LL m AND INSTALL BUILDING SEWER COUPLINGS, FOR LOW HOUSE SIDE SEWER (PROPERTY LINE) � REDUCER, TEES, AND BENDS AS REQUIRED. TO BUILDING CONNECTION II PROPERTY LINE I� SEE SIDE SEWER DETAIL INSTALLATION PLAN o z � 6" PIPING To 6'-C'' Y Cl ADOPTED BEYOND PROPERTY LINE (T CITY OF RENTON z o 6" SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DIG !' z 0 o SEE NOTE 6 SEWER MAIN �� STANDARD PLANS o Fn 48HR LOCATORS 1-800-424-5555 � PLAN F ,�� T O LST DATE: 12/96 BUILDING SEWER 10/17/9 Edited text DCV AG INSTALLATION DWG. NAME: BR35 SP PAGE: B082 DATE REVISION IBY APPR'D 1 /2" WEB 8 PL. FRAME (NON —LOCKING 2" TYP. l /2" x 3" x 3/8" NON—SKID PATTERN ST INTEGRAL ON TOP �4e/ 1 1 COVER (NON —LOCKING) FOR 5/8"-1 1 N.C. x 1-1/4" S.S. SOC. HD. CAP SCREW (3 REQ'D.) /— -,-TYP. NON-SKID PATTERN 1 " SEAT 2" RAISED LETTERS AS REQ'D. SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY 1 3/ 4" CORE (TYP.) ON 23" B.C. VI\ILL t11VV TAP 5/8"-11 N.C.-1-1/2" CORE (TYP.) (LOCKING) ON 2 3 " B.C.(TYP. 3 PL.) FRAME (LOCKING) COVER (LOCKING) NOTES: 1. FOR NON -LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) CHECKED FOR COMPLIANCE TO CITY/ STANDARDS Date Date Date 11361 REVISION CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 BY I APPR, I DATE 26-3/8" 25-1 /4" 24" F-1 SECTION A —A, i0„ SECTION B—B 3/4" -3/8 2" MANHOLE FRAME AND COVER �Y ADOPTED YA �' CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DWG. NAME: BR29 SP PAGE: B074 _� A. SCE �� of WA,S�I f 32223 IsTF� 0NAL�1 0 8-2 5 .'Z_ S 3651 �•�� ScawEua. & Assoclnm, Pt,Lc CIVIL ENGINEERING & PROJECT MANAGEMENT 1945 S. 375TH STREET Bus` (253) 226-4508 FEDERAL WAY, WA 98003 bschweikl®SAcivil.net CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER NOTES AND DETAILS DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183-C21 DRAWN: TAS CHECKED: BAS SCALE: AS SHOWN FIELD BOOK: PAGE: APPROVED: SHEET: C-21 OF: 25 DIRECTUR OF PUBLIC WORKS (:j%b It 45 - 3 651 o *)