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Home My WebLink AboutS-284801T AB ETH PLACE ELJLz--j Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington N w � �► F - GRAPHIC SCALE 1"=20' J W E m of D 20 40 60 �mf m � 1 son with shed k and mechanical- , - wrnrr m �o,� roa way s i wi crushed Co o°o.Q cu En cn ! I 8 ia" ?1230_89 �a �5 @4 42% Invert In =. 273.16 Invert Out (x) 273.06 265 ` I 30 +00 WW,0 a7- "n't roc y _id a' p m mono v mm compacted. Cuts into the existing asphalt shall be neatline cut "9 p .50.1 v ui oo m m with saw in a continuous line. , A temporary patch must bed �.m - rnm� �I N mN 325 hot immediately shal after backfill and compaction. A permanent C/1 oo n ono j m m pa be placed within 10 . days and shall be per ;.4 d 333 ! ! E �� o n ti City..of Renton current standards... -3 co oo ! 13. Datum shall be City of Renton,. U.S.C. and G.S. p v ; 14. All disturbed areas shall be seeded and mulched on otherwise. �• 3 stabilized to the satisfaction of the Department for the ' 320 prevention of on -site erosion after the completion of r •�� Jq ro construction. I i i i 15. All pipe and appurtenances shall be laid on a'properly prepared foundation in accordance with Section 7- 02.3(1) of the current �y 1 / State of Washington Standard Specification, for Road and Bridge GO ? / ! Construction. This shall include necessary ,leveling of the 0 a trench bottom on the top of the foundation material as well as ® C7 - -- -- --- --295- °f- �u15 -- , 315 placement and compaction of required bedding material to uniform.. grade so that the entire length of the pipe will be supported on el a uniformly dense unyielding base. Pipe bedding shall be pea I / gravel 6" above and below the pipe.' / f 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM'D 3034, SDR 35. or ductile iron class 50. 4 a 31 +00 PROFILE VIEW Vert. Scale: 1" =5.'. 10, / 10 17. In unimproved areas, manhole to extend minimum 6 inch and maximum m / IS inch above finished grade. In paved area cover, must slope in J, M all .. directions to match paving. / o W / m '�° ® V ' B5 7 o 305 / m �A m 3 w oc 3n0 m� ELEVATION NOTES W a a ra S I 1. Stub invert elevations are based on minimum 2% slope of stub. Actual stub invert �4 must be at or above elevation shown. Actual stub invert elevation should be based 0 2' on cover requirements' and actual building elevations. •W 4 @- ? F o ( 2% 2. Finished floor elevations . are based on grading plan to show that service can be provided with stubs at minimum slopes. If actual finished floor is lower than shown,.. elevation must be checked against stub invert to verify service can be provided with min. slope. 290 } DRAWING APPROVED APPROVED C 35 2.M BOASA&6ATE ' 1�n 6' _ AC s t 716 6 33+00 SHEET OF 9 SCANNED OCT 4 2000 S 4 °z �` Y <x N 7r by yy N M W N 4 - - J J S SANITARY SEWER NOTES s s 1 . A All work materials shall be in conformance with the standards and r ry 6 1 3 s specifications of the City of Renton Utility Department and the latest edition of the WSDOT /APWA Standards and Specifications. 2. T The hors of in the street right of way shall be limited to 8 8 S S - W m- - W m- - W m- m m - W m- - W m- W W m- -W.- - W m- W W m w 8:30 am. to 3:30 :30 p.m. on weekdays unless otherwise approved in g S 1 \ L 12'TH 2 2620. All street il closures, partial or full, shall be approved by - - - - - b 3. A advance. The Police Department. Fire Department, and 911 shall a b, v" + Specifications for Municipal Public Works Construction" prepared a +nn -Ex. SSMf 211 10+W 1 11 +00 S Sta. 1 , Sta. 5170 L b by Washington State Chapter American Public Works Association, L , � y y Rim = 279 O6 - Rim = 295.8'2 R IE_ (8' J = 309.43 4. A All locations of existing utilities shown are approximate and it L a a I.E. (8" E.) -273.16 I (e" N 6 E) = 28277 I IE_ (6" I7J = shall be the contractor's responsibility to verify the true and ° ° n n I.E. (8" W. ex.) = 3 s correct location so as to avoid damage or disturbance. S S 5 5. A A preconstruction conference and a 24 hour notice shall beh required prior to starting new construction. It shall be the m m contractor's responsibility to secure all necessary permits prior c representative of the City of Renton.) It shall be the cantractor's responsibility to notify the Utility Department 24 i c hours in advance of backfilling all construction. j j 6. C Contractor is solely responsible for the means, methods and ° a a sequences of construction and for the safety of workers and 2 2 ° 7:. I It shall be the responsibility of the contractor to obtain street PUN VIEW' u use. and any other related permits prior to any construction. w w ., 8. P Plans approved by the City of Renton,: Public Works Department. Scale: 1" = 20' s shall take precedence over all other plans. 9. A copy of these approved plans must be on the job site whenever construction is in progress. 10. T The contractor shall provide the City of Renton with an as -built N N � �. drawing of the sanitary sewer system which has been stamped and a a ya q o p �� A R // A s signed by a licensed professional engineer or licensed 9 / 11. B Backfill shall be placed equally on both sides of the pipe in o o o oMo Ho r z . with a l U G . S " d density. These compacted layers must extend for one pipe p G r rd 310 5 i d 510 530 i 3 330 M diameter on each side of the pipe or to the side of the trench. v�l • o`OJ d 12. O Open cut road crossings for utility trenches on existing traveled Co o°o.Q cu En cn ! I 8 ia" ?1230_89 �a �5 @4 42% Invert In =. 273.16 Invert Out (x) 273.06 265 ` I 30 +00 WW,0 a7- "n't roc y _id a' p m mono v mm compacted. Cuts into the existing asphalt shall be neatline cut "9 p .50.1 v ui oo m m with saw in a continuous line. , A temporary patch must bed �.m - rnm� �I N mN 325 hot immediately shal after backfill and compaction. A permanent C/1 oo n ono j m m pa be placed within 10 . days and shall be per ;.4 d 333 ! ! E �� o n ti City..of Renton current standards... -3 co oo ! 13. Datum shall be City of Renton,. U.S.C. and G.S. p v ; 14. All disturbed areas shall be seeded and mulched on otherwise. �• 3 stabilized to the satisfaction of the Department for the ' 320 prevention of on -site erosion after the completion of r •�� Jq ro construction. I i i i 15. All pipe and appurtenances shall be laid on a'properly prepared foundation in accordance with Section 7- 02.3(1) of the current �y 1 / State of Washington Standard Specification, for Road and Bridge GO ? / ! Construction. This shall include necessary ,leveling of the 0 a trench bottom on the top of the foundation material as well as ® C7 - -- -- --- --295- °f- �u15 -- , 315 placement and compaction of required bedding material to uniform.. grade so that the entire length of the pipe will be supported on el a uniformly dense unyielding base. Pipe bedding shall be pea I / gravel 6" above and below the pipe.' / f 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM'D 3034, SDR 35. or ductile iron class 50. 4 a 31 +00 PROFILE VIEW Vert. Scale: 1" =5.'. 10, / 10 17. In unimproved areas, manhole to extend minimum 6 inch and maximum m / IS inch above finished grade. In paved area cover, must slope in J, M all .. directions to match paving. / o W / m '�° ® V ' B5 7 o 305 / m �A m 3 w oc 3n0 m� ELEVATION NOTES W a a ra S I 1. Stub invert elevations are based on minimum 2% slope of stub. Actual stub invert �4 must be at or above elevation shown. Actual stub invert elevation should be based 0 2' on cover requirements' and actual building elevations. •W 4 @- ? F o ( 2% 2. Finished floor elevations . are based on grading plan to show that service can be provided with stubs at minimum slopes. If actual finished floor is lower than shown,.. elevation must be checked against stub invert to verify service can be provided with min. slope. 290 } DRAWING APPROVED APPROVED C 35 2.M BOASA&6ATE ' 1�n 6' _ AC s t 716 6 33+00 SHEET OF 9 SCANNED OCT 4 2000 S 4 °z �` Y <x N 7r by yy N M W N 4 31 +00 PROFILE VIEW Vert. Scale: 1" =5.'. 10, / 10 17. In unimproved areas, manhole to extend minimum 6 inch and maximum m / IS inch above finished grade. In paved area cover, must slope in J, M all .. directions to match paving. / o W / m '�° ® V ' B5 7 o 305 / m �A m 3 w oc 3n0 m� ELEVATION NOTES W a a ra S I 1. Stub invert elevations are based on minimum 2% slope of stub. Actual stub invert �4 must be at or above elevation shown. Actual stub invert elevation should be based 0 2' on cover requirements' and actual building elevations. •W 4 @- ? F o ( 2% 2. Finished floor elevations . are based on grading plan to show that service can be provided with stubs at minimum slopes. If actual finished floor is lower than shown,.. elevation must be checked against stub invert to verify service can be provided with min. slope. 290 } DRAWING APPROVED APPROVED C 35 2.M BOASA&6ATE ' 1�n 6' _ AC s t 716 6 33+00 SHEET OF 9 SCANNED OCT 4 2000 S 4 °z �` Y <x N 7r by yy N M W N 4 S 4 °z �` Y <x N 7r by yy N M W N 4