Loading...
HomeMy WebLinkAboutS-229003NOTES: 1. SANITARY SEWER MANHOLES ARE STATIONED AT CENTER OF STRUCTURE. SANITARY SIDE SERVICES ARE STATIONED TO THE CONNECTION POINT ON THE PROPOSED MAIN. i I I EXST SSMH I I EXST SSMH RIM EL. 401.33 RIM EL. 404.76 V INV EL. 395.78 INV EL. 395.98 0 i NEW SSMH 1 (SHALLOW -TYPE B_, 54 ") j I STA 1 + 5T.5' LT .Q INV EL. S9&.e&M8.55 (SEE DETAILISHEET C Z) I 19 s� I 7501+ 6.0 p 1 OPEN CUT AS REQUIRED. ALL WORK TO _ CONFORM WITH CURRENT (4121195) CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. PATCH P I I PER DETAIL 2 SHEET C �. M I I III ) I I II U I I I it I I I )i I N I I rl rl/;'I I III I aoa I I - I I I if I � 1 � I jt� � N Ln ` z of II N I fN1 X W� II liz: W bi II !II SANITARY SEWER UTILITY - GENERAL NOTES 5 5- A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL 1 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE T THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY D DEPTH OF S INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE P ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT O ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF LATEST EDITION OF WSDOTIAPWA STANDARDS AND SPECIFICATIONS- -SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY T THE TRENCH. MATERIALS TO COMPLETE THE BACKFILL OF THE PIPE C C 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE I INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL S SHALL BE THE SAME AS DESCRIBED. W m LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE C CONSTRUCTION. W 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING < <' ° APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- 1 6- CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS T TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED w w m 6222. ALL STREET C i I I I 1 EXTEND MINIMUM 6 INCH AND MAXIMUM 18 N of to 10"E 3 a.94 \ _ INCH ABOVE FINISHED GRADE. IN PAVED' II SS s' I 124Q ILA AREA COVER MUST SLOPE IN ALL x o DIRECTIONS TO MATCH PAVING. �4 PIER 8 WTR \ q:• Z/ INV 403,0 r J MIN FF 409 I r I I I r) � — —iI I EX T HOUSE (TA LOT ZCi7) F --i r I / _EX S C I SS GONN � � N (M ( INV 415;0 \ I (_ INV 41?A \ INV 409.0 � MIN FF 416 I I 2 1 I ( MIN FF 420 MIN FF 417 ' 3 (I I( i EXST HOUSE I \ (TAX LOT 206) \ I \ I I\ EX5T SGO N uG 7r \ N 3 J_f AS BUILT \ �l 01 alp, fill itlI&M Q tiP Ago 9- DOW Pti� Q JAMES E. HAYNES, P.E. ~ � 37234 22nd Ave So FEDERAL WAY, WA 98003 acPiRES: o (206) 661 -6794 CD,-, wAffilm RM�: L 1, 58 t �a 2. I� 3c f 3 _. 3n `z ao310 .N rt 0 ort D z C7 D m m m m 0 z r 9. O O N m z ami �V N ry `0 r