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HomeMy WebLinkAboutzS-1979SetSEC - a .•" i 1. r rJ uN s 0.41 W 4.I -.4,H i ) r'r r p 2 % r - r i FF 370,, F F� n/Q I i r ,f i! _., . - - -- A� _.- -- - `' � j t' . B - �r 4 �_ �r'�a,�OSr. fV ' • 14�, i i j d -- - IA` x` •t I. ....: l.. ! F 'i PORK /N6 /TYP.) r \•. , u + ` � r� r' F 357 ! F • !3 FF3u6 j i - 7 - - • , r r { to NG J' I Fc"3744 _ FF3764 4C saR �ficE J b / ! �G 1 1 : N I n fLT1 1 ' ILA, I I i I FF34 FF3574 [� 58 �i G��IA - - -- © - - ° -- .CLEA,UOV •(TY �J t f � J• � r .:t: JY 8 P FF 378.9 f �I I oEE DETA %` r j r ( ' • Ir I JFF 382.9 n / /!/ ( — 1 ! ; REC '!I FF 36.4 p' SANITARY SEWER GENERAL. NOTES 1. A preconstruction conference and 24 -hour notice will be required prior to starting new construction. 2. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 3. All work and materials shall be in conformance with the standards and specifications of the City of Renton Utility Dept, and the latest edition of the APNA Standards and Sepcif ications. 4. A copy of this plan must be on-site whenever construction is in progress. 5. It shall be the responsibility of the contractor to obtain street use and other related permits prior to any construction in County or State right(s) -of -way. 6. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The contractor shall be responsible for verification of the locations shown and for discovery of possible additional utilities not shown so as to avoid damage or disturbance. The contractor shall cont act the Utilities Underground Location Service (1 -800- 424 -5555) prior to construction. The owner or his representative shall be immediately contacted if autility conflict exists. 7. Locations of the structures ahown hereon are approximate. Exact locations shall be field set by the engineer. 8. Sanitary sewers shall be TV inspected. The video tape (to be compatible with the City's video system) shall be provided to the City upon completion of inspection. 9. All side sewers shall not be less than 6' diameter at 2.08 minimum slope. 10. All manholes shall have a minimum drop between invert -in and invert -out of 0.10 foot. 11. All manholes shall have locking lids. 12. P.Y.C. pipe shall have pea gravel bedding 6' over and under pipe. All sanitary sewer pipe to conform to ASTM D 3034 -SDR 35. f FINISHED GRADE 8 z 8`x %4 STL. PLATE f, ` 45' BEND / X W/ PLUG WYE —PLUG DETAIL - GLEANOUT no scale RM c ten �T C . NC C , p tG \, -sue to _ o %c :rwac / L, - x afNO \sr Lau— - , t_ _ - - t L i rO zn'rxsrtS5Avil - - -i AsPHacr Tj EXIST ( 17 i R `� ASPHA'47 RA : r. N E N i j PAVEMENZ� J. 1 I/ �-- (1 6U,'&DtNG j t o i V j 1 f CHAIN f :WAr Ili E GAS LINE i ii %4RXER,7 i / r'B' P ArVTFR t i �, NX wArER WAMV ,301 G( 2201. D5 80, 9G' — — _ _ _ _ -.._._ - 2548. 12 N 89 °t�'02 M4 7 M_ «7 L f_?ENCHlE�1r•7R �a t TOP SOLr N, FACE OF E r 1a ME LEG TRANS TWR ELEV •3 5.47 ciryof'.le�-uroao,9rVrs 4' � AS - BUILT 10-30-87 �`�ee��••�w! C. WORK 4_ io -3v 8z �ovEa y �, s,