Loading...
HomeMy WebLinkAboutS-05030B,sv3o T • sCANNEH. 'OL 2,7 2005 �O 4 1 �7 3 Rlqmwi ..y r \ i i \ 250 240 _ 240- ,- O ,i 240 } \ ' \ `, - 240 r -. _. ' a MH ERI -8 (60") - \ MH ERI -7 (60 ") - \ 230 \ z�8o STA 3 +39 STA 6 +17 r 230 - _.: /- 0 230 0 w m s , __.o , o /� :' o`� s� 1viH ERI 6 (60 ") _230 v A2 STA 0+ 67, T LT EMBANKMEN�P CONTOURS (TYPICAL) ":) f -- EXISTING CONTOURS (TYPICAL) \ _ MH ERI __ EXISTING MH ERI -5 \ � i � I' - r �=% � STA 7 +51 STA 0 +00, 5' RT_ - _ __ -,- - _ _ - , - - - -" PROVIDE HORIZONTAL DRAIIPARS AS \ \ - \ zso - NOTED OR-AS FIELD" .CON TIONS DICTATE`Qi \ TO 141AINTAIN 'SITE DRAINAGE DISRUPTED B SHE EMBANK)4EN�' L'�LJNSTRUCTION �.. (TYPICAL) / 4- `' 250 't MH ERI -6 o PLAN 5 w FE 257.70 TE 240.16 HORZ. 1° =40' 270 : IE 220.31 24" NW IN 270 Q IE 220.41 24" E OUT 265 E w INSIDE DROP CONNECTION x IE 250.00 8" SWW IN (FUTURE) FUTURE STREET & co 265 260 w IE 228.13 8" SWW IN w FILL ELEVATIONS (TYPICAL) w `I' 260 DEPTH 19.8' w �- 255 EXISTING MH ERI - n � 25 FE 257.88 I 250 TE 250.27 EXISTING GROUND IE 219.87 24" W IN (TYPICAL) FUTURE MANHOLE SECTIONS / 250 245 IE 219.50 12" SSE OUT INSI Dk CONNECTIO TOP OF EMBANKMENT PROVIDE MATERIAL ONLY, DELIVER TO CITY STORAGE SITE AS DIRECTED ® 245 ® 2 242.48 1 E IN (TYPICAL) (TYPICAL) -240 IE 228.57 12' E IN 134 LF OF 24" 235 DEPTH 30.8' PVC C 5= 0.0049 235 278 LF OF 24" PVC @ S= 0.00456 A 433 LF OF 2 " PVC @ _ 203 230 225 � _0.02036 LF OF 24" PVC S FE 251.10 0 FE 250.0 236.88 273 FE 253..91 0 TE 234.97 IE 225.97 24" NNW IN TE 236.19 IE 227.34 24" NNW IN TE IE 228.13 24" NW IN IE 228.00 24" SSE OUT - 225 - A 73 LF OF 24" IE 225.87 24" SE OUT IE 227.24 24" SE OUT DROP CONNECTION PVC @ S- 0.0074 - DEPTH 9.1' DEPTH 9.0' IE 241.24 8" NE IN (FUTURE) p 900 450 200 250 300 350 400 450 500 550 600 650 700 IE 243.00 8" SE IN FUTURE g 750 (FUTURE) 0 050 9000 9050 9900 9950 IE 229.47 8" NE & E IN DEPTH 8.9' ^�0F1� V i I L � REVISED TO CONFORM ,,� 6cr eD �sO eflq�� a• ^ o o �R. oo HORZ t ° =40' VERT 1 ° =70' TO CONSTRUCTION RECORDS ( ' _. -.. ..._ ,_ ic, / RH2 ENGINEERING P.S. DATE CITY OF RENTON EAST RENTON SEWER INTERCEPTOR m g2 079 0 SCHEDULE C SIGNED �.pe,Q6 Tg8�1 SIGNED: "IglAL _ E'lc.i�EFRS a<.d IVA 980 � 2 REVISED PER CONST. RECORDS KMP PLANNERS -Of) 869 1JflH T REVISIONS PER SEGALE REVIEW KP DCS 8L22/95 PLAN AND P9i !� ILE DCS 1/25/95 r, -•tc s -rc::, 'w� /�� W _l7 _ray P f2/OS/94 f2 /os /sa EXPIRES 11/22/96 EXPIRES B/2/96 SCIE\TIS'I.S I_Of) 1 -,l 0 11 F­' ERIP3A MLT DCS SHOWN JAN 15, 1996 1 40 1 4 OF 27 ,sv3o T • sCANNEH. 'OL 2,7 2005 �O 4 1 �7 3 Rlqmwi