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HomeMy WebLinkAboutS-3446050 U O Z m 0 w a rn W a- 0<- _j V 0 0 0 a W w x �i zz U- A i ii L.>_J L.r_ NNO t/1-� IJ_ Q O ry L_I_I n U ry Q W I- L�J Q V r Q z Q d N �O E U rn c v m C 40 c 0 n 0 d- ul = J '30 z Z W0 Z0 0 U O �z N ul w oW Z Z Y O 3 U a U) 0 0 0 Q w n D- Q w Q 0 m z VERTICAL DATUM 0 V) CITY OF RENTON, NAVD 88 w 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) 01-1 c n N IF lj� A PORTION OF THE NW 1/40F THE NE Y40F SEC. 15, TWP. 23N., RGE. SE., WoMm CITY OF RENTON, KING COUNTY, WASHINGTON 430 428 426 424 422 420 418 416 414 412 410 408 406 404 I 402 n -- SMH #61 ` TYPE 1, 48"0 uj TA: 40+58.67, 0_4' RT T IM= 419.73 w/S LID LOCKING LIC v II Lq 1 = 413.16 8 "0 N (N) ° ~ J N j �v FINISH . D PROFILE @ II II o ,� CENTERLINE OF ACCESS � z o -- - -- -` -_� - + (' N EXISTING PROA E@ Y Y �- o! CENTERLINE OF ACCESS � Lu Q + L w La- U-1 I STA: 4 +61.02 < T_ n - - \J- RIM 419.59 cDcD ZnED 6 LF 12'0 Cp _-- - -i - -- - — - j 35 -- @ 2 l4q 0 CP - S8 - C 1 @ 1 22� SD 0 I CpEp S, b STA: 41 +52.1 B2 RIM 421.76 I 8 CB #13, TYPE 1 (Ss ©,y SDCO 1 STA: 40 +29.'4, 0.68' LT j -- STA1 +54.95 I RIM =) 421.82 IE= 14.97 1 "O IN (f) IE = 417.64 I IE- _ 415.47 610 IN (E) MP HI 2, TY 1 48 "0 STA: 39+96.6 , 14.67' LT j RIM= 419.03 i/_S_OLID LOCKING LID I PROPOSED GRACE @ IE = 409.59 "0 IN ( E) ICENTERUNE OF ACCESS1 IF = 409 CE #11, TY E 1 -L " ST: 39+ 2.10, 29 54' RT EXISTING GRADE IE = I 9.49 O OUT (W) RI = 418.1 ENTERLI E OF ACCESS IE 414.0012 "� IN NE —J IE 1 414.00 12 "0 0 T (S) tn N N O CD O O iW oj �I 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 00 N d. I 00) I O 0 g 0 O Z rU o c) T w a A i ii L.>_J L.r_ NNO t/1-� IJ_ Q O ry L_I_I n U ry Q W I- L�J Q V r Q z Q d N �O E U rn c v m C 40 c 0 n 0 d- ul = J '30 z Z W0 Z0 0 U O �z N ul w oW Z Z Y O 3 U a U) 0 0 0 Q w n D- Q w Q 0 m z VERTICAL DATUM 0 V) CITY OF RENTON, NAVD 88 w 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) 01-1 c n N IF lj� A PORTION OF THE NW 1/40F THE NE Y40F SEC. 15, TWP. 23N., RGE. SE., WoMm CITY OF RENTON, KING COUNTY, WASHINGTON 430 428 426 424 422 420 418 416 414 412 410 408 406 404 I 402 n -- SMH #61 ` TYPE 1, 48"0 uj TA: 40+58.67, 0_4' RT T IM= 419.73 w/S LID LOCKING LIC v II Lq 1 = 413.16 8 "0 N (N) ° ~ J N j �v FINISH . D PROFILE @ II II o ,� CENTERLINE OF ACCESS � z o -- - -- -` -_� - + (' N EXISTING PROA E@ Y Y �- o! CENTERLINE OF ACCESS � Lu Q + L w La- U-1 I STA: 4 +61.02 < T_ n - - \J- RIM 419.59 cDcD ZnED 6 LF 12'0 Cp _-- - -i - -- - — - j 35 -- @ 2 l4q 0 CP - S8 - C 1 @ 1 22� SD 0 I CpEp S, b STA: 41 +52.1 B2 RIM 421.76 I 8 CB #13, TYPE 1 (Ss ©,y SDCO 1 STA: 40 +29.'4, 0.68' LT j -- STA1 +54.95 I RIM =) 421.82 IE= 14.97 1 "O IN (f) IE = 417.64 I IE- _ 415.47 610 IN (E) MP HI 2, TY 1 48 "0 STA: 39+96.6 , 14.67' LT j RIM= 419.03 i/_S_OLID LOCKING LID I PROPOSED GRACE @ IE = 409.59 "0 IN ( E) ICENTERUNE OF ACCESS1 IF = 409 CE #11, TY E 1 -L " ST: 39+ 2.10, 29 54' RT EXISTING GRADE IE = I 9.49 O OUT (W) RI = 418.1 ENTERLI E OF ACCESS IE 414.0012 "� IN NE —J IE 1 414.00 12 "0 0 T (S) tn N N O CD O O iW oj �I 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 z VERTICAL DATUM 0 V) CITY OF RENTON, NAVD 88 w 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) 01-1 c n N IF lj� A PORTION OF THE NW 1/40F THE NE Y40F SEC. 15, TWP. 23N., RGE. SE., WoMm CITY OF RENTON, KING COUNTY, WASHINGTON 430 428 426 424 422 420 418 416 414 412 410 408 406 404 I 402 n -- SMH #61 ` TYPE 1, 48"0 uj TA: 40+58.67, 0_4' RT T IM= 419.73 w/S LID LOCKING LIC v II Lq 1 = 413.16 8 "0 N (N) ° ~ J N j �v FINISH . D PROFILE @ II II o ,� CENTERLINE OF ACCESS � z o -- - -- -` -_� - + (' N EXISTING PROA E@ Y Y �- o! CENTERLINE OF ACCESS � Lu Q + L w La- U-1 I STA: 4 +61.02 < T_ n - - \J- RIM 419.59 cDcD ZnED 6 LF 12'0 Cp _-- - -i - -- - — - j 35 -- @ 2 l4q 0 CP - S8 - C 1 @ 1 22� SD 0 I CpEp S, b STA: 41 +52.1 B2 RIM 421.76 I 8 CB #13, TYPE 1 (Ss ©,y SDCO 1 STA: 40 +29.'4, 0.68' LT j -- STA1 +54.95 I RIM =) 421.82 IE= 14.97 1 "O IN (f) IE = 417.64 I IE- _ 415.47 610 IN (E) MP HI 2, TY 1 48 "0 STA: 39+96.6 , 14.67' LT j RIM= 419.03 i/_S_OLID LOCKING LID I PROPOSED GRACE @ IE = 409.59 "0 IN ( E) ICENTERUNE OF ACCESS1 IF = 409 CE #11, TY E 1 -L " ST: 39+ 2.10, 29 54' RT EXISTING GRADE IE = I 9.49 O OUT (W) RI = 418.1 ENTERLI E OF ACCESS IE 414.0012 "� IN NE —J IE 1 414.00 12 "0 0 T (S) tn N N O CD O O iW oj �I 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 430 428 426 424 422 420 418 416 414 412 410 408 406 404 I 402 n -- SMH #61 ` TYPE 1, 48"0 uj TA: 40+58.67, 0_4' RT T IM= 419.73 w/S LID LOCKING LIC v II Lq 1 = 413.16 8 "0 N (N) ° ~ J N j �v FINISH . D PROFILE @ II II o ,� CENTERLINE OF ACCESS � z o -- - -- -` -_� - + (' N EXISTING PROA E@ Y Y �- o! CENTERLINE OF ACCESS � Lu Q + L w La- U-1 I STA: 4 +61.02 < T_ n - - \J- RIM 419.59 cDcD ZnED 6 LF 12'0 Cp _-- - -i - -- - — - j 35 -- @ 2 l4q 0 CP - S8 - C 1 @ 1 22� SD 0 I CpEp S, b STA: 41 +52.1 B2 RIM 421.76 I 8 CB #13, TYPE 1 (Ss ©,y SDCO 1 STA: 40 +29.'4, 0.68' LT j -- STA1 +54.95 I RIM =) 421.82 IE= 14.97 1 "O IN (f) IE = 417.64 I IE- _ 415.47 610 IN (E) MP HI 2, TY 1 48 "0 STA: 39+96.6 , 14.67' LT j RIM= 419.03 i/_S_OLID LOCKING LID I PROPOSED GRACE @ IE = 409.59 "0 IN ( E) ICENTERUNE OF ACCESS1 IF = 409 CE #11, TY E 1 -L " ST: 39+ 2.10, 29 54' RT EXISTING GRADE IE = I 9.49 O OUT (W) RI = 418.1 ENTERLI E OF ACCESS IE 414.0012 "� IN NE —J IE 1 414.00 12 "0 0 T (S) tn N N O CD O O iW oj �I 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 41+60 41+20 40 +80 40 +40 40 +00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ 1" = 4' VERT 430 428 426 424 422 420 418 416 414 412 410 408 406 404 402 PLAN VIE 1 " =40' r GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEINER PIPE TABLE © 62 LF 8 "0 PVC SDR35 D3034 0 5.60% 9 94 LF 8"0 PVC SDR35 D3034 ® 1.94% 160 LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 28 0 +45 STA: 41 +02.88, 2.20' LT STA: 41 +07.64, 22.35' RT 414.14 417.33 30 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +71.19, 7.74' RT 415.39 418.58 31 0 +94 STA: 41 +52.31, 5.00' LT STA: 41 +66.25, 11.67' LT 415.39 417.72 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0 NO. I REVISION ' BY ' APPR. I DATE SGT CL & ASSOCIATES, PLw +32223 ti aYA. ENOMRNG 8 PROJECT MANADEYENT 705 SOUTH 9TH STREET Bus (253) 272 -4451 ' SUITE #303 For (253) 272 -4495 EXPIRES 09/20/08 TACOMA, WA 98405 bschwe/7clOmsncom CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C -19 OF: 23 DIRECTOR OF PUBLIC WORKS 0