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HomeMy WebLinkAboutS-195001NE 4/4 SEC 17 TWP 231, : RNG -SE, W.M. In '�< ! - -K \ ■ _ Ff 268 ..FF,2625 _ ^ 75LF_Co� V FFZ6& V/CINITY M� (NO SG4LE) II I I I 1 I AI I I I AL I I I& I & _ ® I 1 A I 1 1 A I 1 1 1` I I i 1 I $1 1. A preconstruction conference and 24 -hour notice will be required prior to starting new construction. C `I - ����' /V/`! /1 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 APWA Standards and Sepcifications. 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 the City of Renton. - - 6. All locations fo existing utilities shown hereon have been estalished by field survey or v obtained from available public records and should therefore be considered only approximate and not necessarily complete. It is the sole responsibility of the contractor to inlependently 1 verify the accuracy of the utility locations shown and to further discover and avoid any other utilities not shown hereon which may be affected by these It is also the sole plans. responsibility of the contractor to contact all utility locating services which may have installations affected by these plans. F.I. �- � t:. - � 7. Locations of the structures shown hereon are approximate. Exact locations shall be field set a I i'' by the engineer. 411 8. Sanitary sewers shall be TV'ed and the City provided with tape compatible with its system. 2 wideSP (1 5 I.P.S. ig ensrty VHS tapes rn co or . 9 sr a sewers s a no a ess an lame er a minimum All d shall t b 1 than 6 diameter t 2 08 slope. J_ /■ ' �' 10. All manholes shall have a minimum drop between invert -in and invert -out of 0.10 foot. jj W �S� EFZ6a I °o R x 11. All manholes shall have locking lids. F262= FFZSB ", 12. P.V.C. pipe shall have pea gravel bedding 6" over and under pipe. V/CINITY M� (NO SG4LE) II I I I 1 I AI I I I AL I I I& I & _ ® I 1 A I 1 1 A I 1 1 1` I I i 1 I $1