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Home My WebLink AboutS-284803o�t� • ELIZABETH PLACE Section 5, Township 23 N, Range 5 E, Willamette Meridian, King County, Washington N GRAPHIC SCALE 1 " =20' W Y E - o 20 40 - ao 4096Qrr ! � Fr S it PLAN VIEW Scale: 1" = 20' //�, �((I�� \ \IQI 54848-0 3 �0 UII �I��O UU �I U 0 D Horz. Srale: 1" = 20' m Qa specifications of the City of Renton Utility Department and the latest edition of the WSOOT /APWA Standards and Specifications. ' = Ilmo -Wm- -Wm -Wm- - Wm- -Wm- -Wm- Wm� ® the Planning /building /Public Works Department 72 hours in C ,� § advance. The Police Department, Fire Department, and 9ii shall ) NE 12TH T. notified 24 hours in advance of any work in the right of way. 074 ^ly I by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifi- _.,Lions. - -' 4. All locations Of existing utilities shown are approximate and it 4x167, shall be the contractor's responsibility to verify on the true and correct location so as to avoid damage or disturbance. 5. A preconstruction conference and a 24 hour notice shall be I 2 W 9 +00 10 -00 -Ex. SSMH �.SMy /f} 11 +00 SSMH 1 a + Sta. 50+05.01 5.00 R ' Sta. 9+12.33 .33 6.64 L Rim = 279.06 /M = ZBS, /3 Rim =295.) 98 (8- - I.E. (8" E.) = 273.16 I.E. (8" W. ex.) = 273.06"x' /E. (6 "6) = Z7^/56 I E. " N)6283•/3 y � � sequences of construction and for the safety of workers and o o'° nlnl,.,�ja 7. It shall be the responsibility of the contractor to obtain street PLAN VIEW Scale: 1" = 20' //�, �((I�� \ \IQI 54848-0 3 �0 UII �I��O UU �I U 0 D Horz. Srale: 1" = 20' 30 +00 eywp -is_ a8k8 tl o 31 +00 PROFILE VIEW Vert- Srala 1" = I 33 +00 330 325 320 315 310 305 300 295 290 285 Ire -- y `s 3 -13°( g E G!NEER DATE # wl g �IQ NIIM SANITARY SEWER NOTES \ m Qa specifications of the City of Renton Utility Department and the latest edition of the WSOOT /APWA Standards and Specifications. ' = Ilmo 8:30 a.m. to 3:30 pm. on weekdays unless otherwise approved in 3D0 -- -320 - U -- - - ---- - - ---- the Planning /building /Public Works Department 72 hours in ,� § advance. The Police Department, Fire Department, and 9ii shall ) notified 24 hours in advance of any work in the right of way. 3. All construction shall be in accordance with "Standard ^ ^ly I by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifi- _.,Lions. - -' 4. All locations Of existing utilities shown are approximate and it shall be the contractor's responsibility to verify on the true and correct location so as to avoid damage or disturbance. 5. A preconstruction conference and a 24 hour notice shall be I 2 W required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior oo� contractor's responsibility to notify the Utility Department 24 v 29a_ , 310 vld xv Q ti mom Nom y � � sequences of construction and for the safety of workers and o o'° nlnl,.,�ja 7. It shall be the responsibility of the contractor to obtain street E z! Y> use and any other related permits prior to any construction. U) OM y r aG VJ'�- 305 C3 9. A copy of these approved plans must be on the job site whenever construction is in progress. C 10. The contractor shall provide the City of Renton with an as -built � sa /pVG35aR'35� 5'ZI9/ � 2&0 � M_ drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or licensed 0 LLA 3 N li N 275 - 295 N 11. Baccfill shall be placed equally an both sides of the pipe in c c+i layers with a loose average depth of 6 inches, maximum depth of 8 t t� U U a percent o ~ j"'ny U 0 C C -.. , _..... _.... _.. - -...- -_.. ... - ... -.. -... .._. ... _._. ._. -_. -_. -._. -. -_~. . - --- 270- = -2 W A 12. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically 4 Invert In = 273.16 41 - Invert Out (Ex.) = 273.06', - 265 9Rr, 1 30 +00 eywp -is_ a8k8 tl o 31 +00 PROFILE VIEW Vert- Srala 1" = I 33 +00 330 325 320 315 310 305 300 295 290 285 Ire -- y `s 3 -13°( g E G!NEER DATE # wl g �IQ NIIM SANITARY SEWER NOTES \ \, I . All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSOOT /APWA Standards and Specifications. ' '.. 2. The hours of work in the street right of way shall be limited to I 8:30 a.m. to 3:30 pm. on weekdays unless otherwise approved in writing by the Planning /Building /Public Works Department at 235- 2620. All street closures, partial or full, shall be approved by , the Planning /building /Public Works Department 72 hours in ,� § advance. The Police Department, Fire Department, and 9ii shall ) notified 24 hours in advance of any work in the right of way. 3. All construction shall be in accordance with "Standard ^ ^ly I by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifi- _.,Lions. - -' 4. All locations Of existing utilities shown are approximate and it shall be the contractor's responsibility to verify on the true and correct location so as to avoid damage or disturbance. 5. A preconstruction conference and a 24 hour notice shall be I 2 W required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the � �R viv contractor's responsibility to notify the Utility Department 24 v vld xv 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and o o'° nlnl,.,�ja 7. It shall be the responsibility of the contractor to obtain street z! Y> use and any other related permits prior to any construction. B. Plans approved by the City of Renton Public Works Department, F Flo. °OiUa shall take precedence over all other plans. C3 9. A copy of these approved plans must be on the job site whenever construction is in progress. C 10. The contractor shall provide the City of Renton with an as -built � �( drawing of the sanitary sewer system which has been stamped and signed by a licensed professional engineer or licensed 0 LLA professional surveyor. N 0;, L N 11. Baccfill shall be placed equally an both sides of the pipe in c c+i layers with a loose average depth of 6 inches, maximum depth of 8 t t� U U a percent o j"'ny U 0 C C diameter on each side of the pipe or to the side of the trench. 4 .�. W A 12. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically 4 41 with saw in a continuous line. A temporary mix patch must be c a placed immediately after backfill and compaction. A'+-� hot mix patch shall be placed within 10 days and shall be ; ;..4 a a�i �pp'OD.. City of Renton current standards. C C) e e, 13. Datum s °a shall e f � prevention of on -site erosion after the completion of g gg , Ri o 15. All pipe and appurtenances shall be laid on a properly prepared R o accordance with Section 7 `ai Uj Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as _ placement and compaction of required bedding material to uniform _ grade ' l gr a ve a ow a pipe. 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber _` gasketed ASTM D 3034, SDR 35. or ductile iron class 50. rn h 17. In unimproved areas, manhole to extend minimum 6 inch and maximum C iB inch above finished grade. In paved area, cover must slope in all directions to match paving. U r u It N y � 3 x� ELEVATION NOTES ® W N 1. Stub invert elevations are based on minimum 2% slope of stub. Actual stub invert 6 Sq o must be at or above elevation shown. Actual stub invert elevation should be based on cover requirements and actual building elevations. 2. Finished floor elevations are based on grading plan to show that service can be provided ra with stu1is 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. ® c ri `D DRAWING APPROVED APPROVED Iss B DATE �414� L' 11 _ DAT 5 t 7uDp SHEET 6 ar;�J JU1 L 1 2001 OF 9 3CANNED OCT 4 2000 r 000 o 3 r u °z o� Q 1 ' > -3 z� ti z> hh 1 y e