Loading...
HomeMy WebLinkAboutzS-1777Set:J SEC 9- T 25 AJ- R 6 E AS - BUILT 10-30-87 45* BEND W1 PLUG WYE PLUG DETAIL - CLEANOUT A AMM 4 /C -30 97 50 SANITARY SEWER GENERAL N07-ES 1 0C 1 A p•econstruction conference and 24-hour notice will be required prior to starting new �90 construction. 2. Inspection will be accomplished by a representative of the City of Renton. It shall he 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 Renton City of Utility Dept, and the latest edition of the APWA Standards z.nd Sepcifica t Ions. 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 p r P -of-way. e mits prior to any construction in County or State right(s) tl 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 a utility conflict exists. MH 5 7. Locations of the structures shown hereon are approximate. Exact locations shall be field set by the engineer. 8. Sanitary sewers shall be TV inspected. The videotape (to be compatible with the City's video COVIFReo system) shall be provided to the City upon completion of inspection. PARKING j rrp 9. All side sewers shall not be 1,ss than 6' diameter at 2.03 minimum slope. 10. - All manholes shall have a minimum drop between inve rt-in and invert-out of 0.10 foot. 11. All manholes shall have locking lids. 12. P.V.C. shall I have pea gravel bedding 6" over and under pipe. All sanitary sewer pipe to �M ga conform -SDR 35. con or to ST D 303A FINISHED GRADE FF 380.0. 8 z 8 x % S T L. PL 4 T1_ AS - BUILT 10-30-87 45* BEND W1 PLUG WYE PLUG DETAIL - CLEANOUT A AMM 4 /C -30 97 50