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HomeMy WebLinkAboutS-05031D315 - - -. -. -.. -. _.. -..- -. _.... - _ -_ _. 315 .'LAN VIEW EXISTING GRADE\ HORZ. 1' = 50' co 310 0 305 305 - ...... �- - j r. 300 PROPOSED GRADE x , °' 300 295 l - ' - -.. -r 0 295 290 ` _ - - - - 12 v 290 �•° _ - 5 1F �Q TE 14 48 255 O7 - -�. - 12 / I p_. z INSIDE DROP _ONNECTION -� m, 280 / TE 294.76 IE 299.15 12 IN PVC ®0.0341 i ...n- -_�- -� OF 12" IE 288.8_6 12" IN IE 29910 12 W / / _ - Q320 LF IE 296.48 12" OUT ._...m_ ��•�� 1E 288.36 12" OUT 275 ,_...,�.�, - -. _... __ _ _ _.- - -... -.. . _ -.... - _.. . • _ DEPTH 6.4' DEPTH 18.0' �•--�• � 0 0313 4 OF 12" PVC 0 TE 284.45 7.45 270 w � / - _. _ . - .,=° 23 � IE 277.45 __i2" IN . r4 I i O 285 p_03756 PVC O m913 TE c76.95 12" OUT STING 18 78 / _�_ OF 12, PVC 198.6 LF- OF 12" © TE 278.23 DEPTH 7.5' 189 D IE 269.63 12" IN EX[ MH .,2801.- --- --.. .--- ---- -....._. - OTE._.271.73___. -. IE 269.53 12* OUT - - MH MWD -7� ii IE 265.73 12" IN DEPTH 8.7' 255 i z 153 LF OF 12" PVC ®0.0145 TE 266.00 IE 265.73 12" OUT ® Q0545 IE 258.63 12" IN DEPTH 6.0' i z5o 12 PVC TE 262.21 IE 258.53 12" OUT 251.7 Iy OF IE 256.31 12" IN KNOCKOUT IE 258.30 8" NW EXISTING MH 18 -79 - IE 256.21 12" OUT DEPTH 7.5 TE 316.6 ( APPROX) 245 � DEPTH 6.0' DEPTH 12.92 ( APPROX) -- _ .210, - 235 TE 300.5 ( APPROX) - 230 IE 292.1 12' IN DEPTH', 8.4' ( APPROX) - 225 IM 18 LF OF 21" PVC @ 0.0020 0 50 100 150 200 250 300 350 400 450 500 550 Soo 550 700 750 Boo 550 900 950 1000 1050 1100 vao 1200 1250 1300 1350 mw 1450 J �p PROFILE CITY OF RENTON REVISED TO CONFORM og H sp �� ' ? ?�D oA� aRt. .s vERr. 1' = s• EAST RENTON SEWER INTERCEPTOR TO CONSTRUCTION RECORDS m9 F 192.079 PLAN AND PROFILE ^� 16727 26879 nsnz t Rt 1 t_E. \/ RH2 ENGINEERING P.S. DATE e o x MAPLE WOOD O ®® DI V Ei�SI�N e. s e as s -t 00 �vt .I I'' rlla" aP REVISED PER CONST. RECORDS KM DCS 8/22/95 ars :sa `ys SIGNED ^3 t SIGNED: F�I;ItFfNti r, t a F� Sao _ Ig7pI, E1f•' ,: E�ri rz•n r•co scn�� - ��rE 02/18/94 02/18/94 1 L.0 \ERS I D1jI nr3 e en,I 0 CHANGE ORDER NUMBER 1 PAR JG 9/22/94 �u- °1 d. !�O'1 SCIF \TI:TS I -��il .1 ,:S o'_J 1 oI { ✓ a7 E%PIRES 8/2/96 E%PIRES 1I /zz /ss s ;.;. ^�' 1: >.r. 'r; I`-' t ERI -P9 --FT KJA SHOWN DEC 12, 1995 50 22 of 27 4' r 5- ° -r',3 SCANNED JUI 2 7 2001 2 173 0 2� 7 ` H MWD 6 ) 1 MH DIA > ', ® MWD- " " T C 13 +414 0 ; RT. STA C 10 +24, 0 T' N 178386.13 u = �'z ,_N 178452.44 E 1668487.93 rl 68177.10 _ N. �� , - 12/ LF OF 12" N j r I ° j- EXISTBJG MH 18 STA C 14 +59, 2 178445.35 ��I f E 1668607.78 T j f j oc x -7 60' CC114 +62 / FILL PORTION OF j REGRADE. MAX 2:1 SLOPE STA % o° 1I 178420.96 opt„ E 1668608.58.4 © MH MWD-4 48" DIA) y 4e �d i `\ CUT PORTION OF FROM 8' WIDE BENCH. > r A C 7 +92, 0 RT. " REGRADE. MAX 2:1 APPROX 12,000 CUBIC N 178157.95 _ SLOPE FROM 8 WIDE YARDS +- 15 %. SEE SHEET 3 FORT ERI 5 ,DETAILS 1 r © MH MWD -3 48" DIA E 1668139.49 L 'zv BENCH. APPROX 18,000. (TYPICAL BOTH SIDES CUBIC YARDS + 15 %. OF BENCH ) E)6STING MH 18- z STA C 14 +80, 35 11 ' MH MWD -1 48" DIA 4 MH MWD -2 8" DIA A STA C 5 +94, 0 RT. N 178103.73 4 ` I - �" _ (TYPICAL BOTH SIDES.' OF BENCH) N 166861 56 E 1668613.66 STA C 2 +52, 0 RT. I STA C 4 +0 , 0 RT.I N 17 034.49 E 166 771.62 E 1667948:38 I ii Cam; f E 1667639.95 = 1 7 '3 � N 74d0_ 9 9r- " E 19>8... / 12 © N dBo 6Oo o cn -'`3" B N 89 ° � I° I = rf3 St p 2 2 �� 9 50° n c tea. �,�i �Ih y T m, - , - - 1 .PROPOSED 12" IN FILL 1 SECTION STA B 10 +17 = STA C 0+00 L� 9 OO -B EXISTING SURFACE PROVIDE A FIRM _ COMPACTED FOUNDATION WHEN LAYING PIPE IN FILL SECTION. 8 $D -B - -- - FILL SECTION DETAIL --- - -- - - NOT ,,TO SCALE 315 - - -. -. -.. -. _.. -..- -. _.... - _ -_ _. 315 .'LAN VIEW EXISTING GRADE\ HORZ. 1' = 50' co 310 0 305 305 - ...... �- - j r. 300 PROPOSED GRADE x , °' 300 295 l - ' - -.. -r 0 295 290 ` _ - - - - 12 v 290 �•° _ - 5 1F �Q TE 14 48 255 O7 - -�. - 12 / I p_. z INSIDE DROP _ONNECTION -� m, 280 / TE 294.76 IE 299.15 12 IN PVC ®0.0341 i ...n- -_�- -� OF 12" IE 288.8_6 12" IN IE 29910 12 W / / _ - Q320 LF IE 296.48 12" OUT ._...m_ ��•�� 1E 288.36 12" OUT 275 ,_...,�.�, - -. _... __ _ _ _.- - -... -.. . _ -.... - _.. . • _ DEPTH 6.4' DEPTH 18.0' �•--�• � 0 0313 4 OF 12" PVC 0 TE 284.45 7.45 270 w � / - _. _ . - .,=° 23 � IE 277.45 __i2" IN . r4 I i O 285 p_03756 PVC O m913 TE c76.95 12" OUT STING 18 78 / _�_ OF 12, PVC 198.6 LF- OF 12" © TE 278.23 DEPTH 7.5' 189 D IE 269.63 12" IN EX[ MH .,2801.- --- --.. .--- ---- -....._. - OTE._.271.73___. -. IE 269.53 12* OUT - - MH MWD -7� ii IE 265.73 12" IN DEPTH 8.7' 255 i z 153 LF OF 12" PVC ®0.0145 TE 266.00 IE 265.73 12" OUT ® Q0545 IE 258.63 12" IN DEPTH 6.0' i z5o 12 PVC TE 262.21 IE 258.53 12" OUT 251.7 Iy OF IE 256.31 12" IN KNOCKOUT IE 258.30 8" NW EXISTING MH 18 -79 - IE 256.21 12" OUT DEPTH 7.5 TE 316.6 ( APPROX) 245 � DEPTH 6.0' DEPTH 12.92 ( APPROX) -- _ .210, - 235 TE 300.5 ( APPROX) - 230 IE 292.1 12' IN DEPTH', 8.4' ( APPROX) - 225 IM 18 LF OF 21" PVC @ 0.0020 0 50 100 150 200 250 300 350 400 450 500 550 Soo 550 700 750 Boo 550 900 950 1000 1050 1100 vao 1200 1250 1300 1350 mw 1450 J �p PROFILE CITY OF RENTON REVISED TO CONFORM og H sp �� ' ? ?�D oA� aRt. .s vERr. 1' = s• EAST RENTON SEWER INTERCEPTOR TO CONSTRUCTION RECORDS m9 F 192.079 PLAN AND PROFILE ^� 16727 26879 nsnz t Rt 1 t_E. \/ RH2 ENGINEERING P.S. DATE e o x MAPLE WOOD O ®® DI V Ei�SI�N e. s e as s -t 00 �vt .I I'' rlla" aP REVISED PER CONST. RECORDS KM DCS 8/22/95 ars :sa `ys SIGNED ^3 t SIGNED: F�I;ItFfNti r, t a F� Sao _ Ig7pI, E1f•' ,: E�ri rz•n r•co scn�� - ��rE 02/18/94 02/18/94 1 L.0 \ERS I D1jI nr3 e en,I 0 CHANGE ORDER NUMBER 1 PAR JG 9/22/94 �u- °1 d. !�O'1 SCIF \TI:TS I -��il .1 ,:S o'_J 1 oI { ✓ a7 E%PIRES 8/2/96 E%PIRES 1I /zz /ss s ;.;. ^�' 1: >.r. 'r; I`-' t ERI -P9 --FT KJA SHOWN DEC 12, 1995 50 22 of 27 4' r 5- ° -r',3 SCANNED JUI 2 7 2001 2 173 0 2� 7