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Home My WebLink AboutS-3446046 U U.- W 00 M 00 17 T U N � VC A I o d 408.03 m rn Imo 00 c c 0 S1A: 27 +00.00, 40.00' RT I L ^ , ¢ 0 9 W u- D F `a gg3 3 C) u=i 6 U U.- W STATION AT END OF SERVIC E O 0 O 17 T Z Z Oy Li VC A Z O o a 408.03 m rn ry j`' c c 0 S1A: 27 +00.00, 40.00' RT I c14 ¢ - W -- - -! D � o o z Z Ld Q W v U ::D EXISTIN Q zz ry � � W n Q z Cy U V-1 Q _ - - -, W W � m w V / O LOW PT LOW PT ( PVI STA Q 6.60 I _ ry P W a 3� 4 I -VJ 415.30 7.49 Q W a ( T N a' OF FINITIE CEN zW R.O.W @ OF FUTUE CL '- W w .� o m Q -� a x (n J U.- Q STATION AT END OF SERVIC E O 0 O 17 T Z Z Oy Ew VC A Z � o a 408.03 m rn T j`' c c 0 S1A: 27 +00.00, 40.00' RT o c14 oW � z O w VERTICAL CITY OF RENTON, NAVD 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV. = 399.340 FEET (121.719 METERS) w z O Z U- SEE DETAIL SHEET C -1 EX. SSMl IY DE 1 60 "0 STA: 22 +81 3.58 RIM= x_406.4 IE _ ±395.68 8 "0 IN (N) ICE = ±58150 8% OUT (S) INSIDE DROP, RECHANNEL MANHOLE EX. DITCH LINE /�� PLAN VIEW t 424 422 42C 41E 416 414 412 41C 40E 406 404 402 40C 398 396 394 384 382 380 r*� II �; p m� 0 I! �I III II I SSMH #1, TYPE 1 41l STA: 1 +15.00, 5.00' RT RIM= 417.64 w /SOLID LOCKING LID IE = 408.92 8 "0 IN (E) IE = 408.82 l OUT (S) U.- J STATION AT END OF SERVIC E a = 17 0 +00 Z Z Oy ! 160.0l VC V Z W I 408.03 413.03 T 1 +80 Z S1A: 27 +00.00, 40.00' RT o c14 ¢ - - -- - -! �) - -' o z O w VERTICAL CITY OF RENTON, NAVD 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV. = 399.340 FEET (121.719 METERS) w z O Z U- SEE DETAIL SHEET C -1 EX. SSMl IY DE 1 60 "0 STA: 22 +81 3.58 RIM= x_406.4 IE _ ±395.68 8 "0 IN (N) ICE = ±58150 8% OUT (S) INSIDE DROP, RECHANNEL MANHOLE EX. DITCH LINE /�� PLAN VIEW t 424 422 42C 41E 416 414 412 41C 40E 406 404 402 40C 398 396 394 384 382 380 r*� II �; p m� 0 I! �I III II I SSMH #1, TYPE 1 41l STA: 1 +15.00, 5.00' RT RIM= 417.64 w /SOLID LOCKING LID IE = 408.92 8 "0 IN (E) IE = 408.82 l OUT (S) U.- U) STATION AT END OF SERVIC E a IE END OF SERVIC E 17 0 +00 STA: 25 +20.26, 15.00' RT ¢ ! 160.0l VC 18 0 +59 STA: 25 +79.43, 15.00' RT I 408.03 413.03 T 1 +80 Z S1A: 27 +00.00, 40.00' RT W c14 ¢ - - -- - -! �) - -' o o v a EXISTIN GROUND PROFILE ry �' 1- - -- n n w 1 _ '� LOW PT LOW PT ( PVI STA Q 6.60 I _ P 1 AA ELEV =i A.D. = 3� 4 I -VJ 415.30 7.49 i T ( W "' N g ( T CENTERLINE ! OF FINITIE CEN w R.O.W @ OF FUTUE E R.O.W '- W w .� o m O CD °� -� x m z O w VERTICAL CITY OF RENTON, NAVD 88 BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV. = 399.340 FEET (121.719 METERS) w z O Z U- SEE DETAIL SHEET C -1 EX. SSMl IY DE 1 60 "0 STA: 22 +81 3.58 RIM= x_406.4 IE _ ±395.68 8 "0 IN (N) ICE = ±58150 8% OUT (S) INSIDE DROP, RECHANNEL MANHOLE EX. DITCH LINE /�� PLAN VIEW t 424 422 42C 41E 416 414 412 41C 40E 406 404 402 40C 398 396 394 384 382 380 r*� II �; p m� 0 I! �I III II I SSMH #1, TYPE 1 41l STA: 1 +15.00, 5.00' RT RIM= 417.64 w /SOLID LOCKING LID IE = 408.92 8 "0 IN (E) IE = 408.82 l OUT (S) 22 +80 23 +20 23 +60 24 +00 24 +40 24 +80 25 +20 25 +60 26 +00 26 +40 26 +80 27 +20 27 +60 t24 122 1.20 418 416 414 412 410 t08 t06 ID4 4 N Q n ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER PIPE TABLE 10 207 LF 8 "0 PVC SDR35 D3034 @ 0.50% 05 197 LF 8" 0 PVC SDR35 D3034 @ 5.93% 5A 41 LF 8" 0 PVC SDR35 D3034 @ 0.50% LOT STUB STATION STATION AT MAIN STATION AT END OF SERVIC E IE AT MAIN IE END OF SERVIC E 17 0 +00 STA: 25 +20.26, 15.00' RT STA: 25 +20.26, 40.00' RT ! 160.0l VC 18 0 +59 STA: 25 +79.43, 15.00' RT I 408.03 413.03 T 1 +80 STA: 27 +00.00, 15.00' RT S1A: 27 +00.00, 40.00' RT 407.91 c14 ¢ - - -- - -! �) - -' EXISTIN GROUND PROFILE @ �' 1- - -- 1 _ '� LOW PT LOW PT ( PVI STA LLEV = 4 TA = 23-50.66 = 23 +7.39 6.60 I _ P 1 AA ELEV =i A.D. = 3� 4 I -VJ 415.30 7.49 i T ( "' N g ( T CENTERLINE ! OF FINITIE CEN FUTURE ED PROFILE RLINE R.O.W @ OF FUTUE E R.O.W '- W w .� o m O CD °� -� a A.R KI 9.49 = 5.27 1 1 I j rc-v- J a w -g; I --�- -- -- - -- i I - - -- -- - � - %� - -- C> U. 1 0.00 V' - ' � I i ( � I ! 1• �% ! I -- - to m ` ! ! ! 77 SDI 12 CPEP @ 0.647, z n - w m m ( W i 12' � (CPEP ! SD @ ! 1213 LF12'�CPEP 217LF80SS - -- I - - - - -- SID @ 5.229 ! -� - - - -! -- f CB�10A, T1IPT 1- ! -- - 200q� I $TA: 24 RIM- 412.92 65.44, 9.22' R I ( i ° CB #10,j � TYPE 1 I STA: j i 26 +80.00, 19 �- 22' RT T ! If= 409.96 12 "0 OUT (S) ! ! STA: 5 +40.00, 19.22' RIM= �- RT IE= 416.94 -- 413.00 I 12 "� IN N ( ) ! -- ! -- O I ! f - - - - -- - - - -0� ! ( ! RIM= IE= 411.55 415,51 12" IN (N ( IE=- 413.00 12"0 OUT T (S) ! I' �`L o IE= 412.05 IE= 411.55 6"d 12' IT (E) OUT I I SSMH 1, TYPE 1 48"0 I STA: 2 RIll ! IE = 408.92 IE = 408.82 +36.78 714- -W it 870 15.00 l (SO 01D L IN (E) OUT �T 6N4 41 I ! T- - - -� -- -- ! q, p o ( 1 T- SSMH 5, TYPE 1 48"01! O i 1 ! I (� I I I ( j; CB #5, T PE 1 T ( STA: I RIM= 5 +20.26, 415.16 w� 15.00"1 /SOLID LOCKING RT ! ID Cl TYP 1 ! STA: 22+55 THRU CURE .64, FRAME_ 119.22' &GATE__ � i- -- - I „ RIM= 416,25 I I IE = 07.91 6 0 IN (E T I STA: 27 +56.80, 18.5 ' RT I 53 F 8 0.50% 1 1 1 "O IE= 40 .40 12' � - OUT E O - I____ - - I IE = 07.64 8 -- 0 OUT 1S) -- -- RIM IE= 417.49 413.49 2 "0 OUT S I SSM 5A PE 1 4r STA: RIMS 23 +33.,5, 406.5 15.00' :W/901-la RT CKI LID I �� ( ! 1 I ! _ IE IF _ 396.05 395.95 (l IN (N) �8" O OUT( 1 -� T - l - -�- SEX. STA; IE -I SSM I TTY 22 +83 ±395.8 1 1 27, 158' 8 "0 IN L (N) ! ( EXISTING GRADE @ F U T A M AVENUE I"ll PRO I L E IE INSI ±3830 VDRO 0 8 "o Oi T (S) CEN - -'- RLINE OF - FUTURE - - -- R.O.W �� -- - - -- SCALE: �1�� " = 40' HORZ �- - -- 1 00 1. REC ANNEL M1� ao MANHOL -- 1- °o Cfl � °o - -- - PROPOSED CENJRLIN_E 'd- '' GRADE 61' im 00 m to �� @ FUTUR � O �� R.O.W Po N ��; O c9 Es ��00 �!� - - i.n ��; Lo ��; N'� �� OD �I O �� N r7 �� 1 �,� M - -� �, - �,� ^ �! SIN � ----- � �! 22 +80 23 +20 23 +60 24 +00 24 +40 24 +80 25 +20 25 +60 26 +00 26 +40 26 +80 27 +20 27 +60 t24 122 1.20 418 416 414 412 410 t08 t06 ID4 4 N Q n ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER PIPE TABLE 10 207 LF 8 "0 PVC SDR35 D3034 @ 0.50% 05 197 LF 8" 0 PVC SDR35 D3034 @ 5.93% 5A 41 LF 8" 0 PVC SDR35 D3034 @ 0.50% LOT STUB STATION STATION AT MAIN STATION AT END OF SERVIC E IE AT MAIN IE END OF SERVIC E 17 0 +00 STA: 25 +20.26, 15.00' RT STA: 25 +20.26, 40.00' RT 408.64 414.14 18 0 +59 STA: 25 +79.43, 15.00' RT STA: 25 +79.43, 40.00' RT 408.03 413.03 19 1 +80 STA: 27 +00.00, 15.00' RT S1A: 27 +00.00, 40.00' RT 407.91 411.66 NO. ' t REVISION 44604 CITY OF RTN TON DEPARTMENT OF PUBLIC WORK BECLAN PLACE SANITARY SEWER PLAN AND PROFILE HOQUTAM AVENUE NE 0 DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057'018 DRAWN: TAS 1 CHECKED: BAS SCALE: T' = 40' FIELD BOOK: P��GE: n BY APPR. DATE APPROVED: SHEET: C -18 OF:' 23 DIRECTOR OF PUBLIC WORKS