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HomeMy WebLinkAboutS-337604a PROFILE -0 EXIST. rn a ---- -FOG-LINE ..... ...... .. . ....... . ...... ........ _ - 0 40 405 - - - - -. 9 1 ' 40 400 - - - 110' -12" CPEP- - @ 0.50X - - - - - - -" 20+27.7 21.33' R {DUVALL) CB _..... RIM: 4Q .0 IE; 402: 39 18 +71 ta' .R 395 CB #7 TYPE 1 RIM: 401.8 IE: 399.0 1+29.7. 20.31' R 2nd 0 18 +50 19 +00 CB #5 (TYPE 2 -48') 20 +00 21 +00 RIM: 404.8 21+50 > IE: 398.45 PROFILE - DUVALL AVE NE SCALE: HORIZ: 1" = 20' 1. PER CI VERT: 1"= 5' 2. 1 MOVED N'A3N cCF BY: , DATE7 r% BY: DATE: _ NOTE: ALL CB CALL -OUT OFFSETS ARE 20734 SHOWN AS OFFSET DISTANCES TO FLOW LINE. T� ��I BY: DATE: TONAL ENG 07 EXPIRES: 31 2008 BY: DATE: 20 0 10 20 40 80 CITY oF FZENTON ( IN FEET) LUA 06 -053 DEPARTMENT OF PUBLIC WORKS" 1 inch = 20' ft. �yt ENGINEER: PROFILE" - JAEGER ENGINEERING MAGNUS'SEN PLAT !EVIEW 1 1 11-12-07 9419 South 204th Place DESIGNED: JJJ PATE: 1/2/06 FILE NAME: IDAOTS s -1 -07 Kent, WA. 98031 DRAWN: JJJ Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: 1 " =20' FEW BOOK: 'AGE: REVISION BY APPR. I DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 9 OF: 16 CD- w- 33-76o+ - 5 - 351e04 WAMM BE 4321W Q 35TI. 10 ROLL 208 F R 294 A PORTION of the N N.W. & N.E. 1/4, S SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. a o N 50' VERT. CURVE ^ ^ 9 90' VERT. CURVE rn ° o a v cv P ,n - A =2.00 P ,n P ° 40 w w > o K =16.34 > > o >° K K =45.00 > o C CENTERLINE PROPOSED CENTERLINE > o K =46.63 j °° Z Z i U L LOW F7: 401 1 17' 1 10 +56.6 i i H HIGH PT:'401.. ® ®11 +50., . .. .. - - _ 4 ®13 +51.fi3 -. .-- - --- - -- . .. -. -_ - - - - -- 40 4 4Cd T:- . 4:3' 3 3' MIN COVER _ _ N NE.2ntl ST. 4 .--- .. 1 O 1 129' -12" CPEP. @ 0;50 - *ET o.s 0 0 3 0.1 3 39 o 3c5 ' 2 234- 8" P ® ®O.SOX W q . -182' 8 PVC ® . .50% M M ti q ... W 10+58.66, 16' R 1 T 13+83' 16' R Imo, �1a 39 S SEWER MAIN ! ! C CB : 4 TYP I a' 3 STA: 9 +98, 5' LT. (ELMA ) .. R 48') R 4 T - -ST t . - ) .... - - ... STA- 0+86 SEWER- A .- -'--- -' .... . ..... ........ . ... . . .ee- 6..TYPE1 - -- - IE: 397.01 C -. _ _ - - -- - C #1 (TYPE 1)_ . ... _ . 6 -_. . ... . .. - - - - -- v v RIM-.' 4DT.76 3 SAN SEWER MH O STD. M M - -48"- - - - - - STA- 12 --67. 5 RT. - 3 3rd PL R RIM; _ 399.90 :- S S A t+ E E 7 IE 396.20' R ... . .. 2 2 IE: 392.61: 8" PVC. E OUT : 30' -12' CPEP O 0.50 R RIM; 402:00 # S SAN. SEWER. MH. #9. S " E . .. . . . . E: 397.09 I :... - STA 1 8 86.5,.2 RT (ELMA) . - RIM-401.54 E �+ I 385 I IE: 392:71 (B PVC. W & ff) I IN t t0�58.66 16' L % _. P - R ..... . . ...... . . . . . : . . . ...: . . . . . .'- - ..... - - - - : SAN- SE R R MH - 57[? - MH -48" - - - ... . .... 3 85 N R RIM: 400.85 C CB #17 (TYPE 1) IE: 392.7 (8" PVC, S) OUT C CB #14 (TYPE 1) N ° 8 oo I IE: 397.70 R RIM: 399.90 IE: 392.7 (8: PVC, NW) IN R RIM: 401.20 ° ° A 1 10 +00 1 11 +00 1 12 +00 1 IE: 397.24 STA 0+47 SEWER MAIN I IE: 396.35 1 16 +CO a S STA 13+36.9.2 RT. 3rd PL) 1 STA 1 +22 (SEWER MAIN) S PROFILE - E ELMA PLACE NE P PROFILE - N NE 3rd PLACE E PROFILE - ELMA COURT N STA a I S SCAT F: H HORI7_ 1" = 20' S SI:AI F• H E: 393.401(8` PVC, SE) OUT P C(-.Al F- HnR17• 1" = 9n' I RIM: 401.95 PROFILE -0 EXIST. rn a ---- -FOG-LINE ..... ...... .. . ....... . ...... ........ _ - 0 40 405 - - - - -. 9 1 ' 40 400 - - - 110' -12" CPEP- - @ 0.50X - - - - - - -" 20+27.7 21.33' R {DUVALL) CB _..... RIM: 4Q .0 IE; 402: 39 18 +71 ta' .R 395 CB #7 TYPE 1 RIM: 401.8 IE: 399.0 1+29.7. 20.31' R 2nd 0 18 +50 19 +00 CB #5 (TYPE 2 -48') 20 +00 21 +00 RIM: 404.8 21+50 > IE: 398.45 PROFILE - DUVALL AVE NE SCALE: HORIZ: 1" = 20' 1. PER CI VERT: 1"= 5' 2. 1 MOVED N'A3N cCF BY: , DATE7 r% BY: DATE: _ NOTE: ALL CB CALL -OUT OFFSETS ARE 20734 SHOWN AS OFFSET DISTANCES TO FLOW LINE. T� ��I BY: DATE: TONAL ENG 07 EXPIRES: 31 2008 BY: DATE: 20 0 10 20 40 80 CITY oF FZENTON ( IN FEET) LUA 06 -053 DEPARTMENT OF PUBLIC WORKS" 1 inch = 20' ft. �yt ENGINEER: PROFILE" - JAEGER ENGINEERING MAGNUS'SEN PLAT !EVIEW 1 1 11-12-07 9419 South 204th Place DESIGNED: JJJ PATE: 1/2/06 FILE NAME: IDAOTS s -1 -07 Kent, WA. 98031 DRAWN: JJJ Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: 1 " =20' FEW BOOK: 'AGE: REVISION BY APPR. I DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 9 OF: 16 CD- w- 33-76o+ - 5 - 351e04 WAMM BE 4321W Q 35TI. 10 ROLL 208 F R 294 N'A3N cCF BY: , DATE7 r% BY: DATE: _ NOTE: ALL CB CALL -OUT OFFSETS ARE 20734 SHOWN AS OFFSET DISTANCES TO FLOW LINE. T� ��I BY: DATE: TONAL ENG 07 EXPIRES: 31 2008 BY: DATE: 20 0 10 20 40 80 CITY oF FZENTON ( IN FEET) LUA 06 -053 DEPARTMENT OF PUBLIC WORKS" 1 inch = 20' ft. �yt ENGINEER: PROFILE" - JAEGER ENGINEERING MAGNUS'SEN PLAT !EVIEW 1 1 11-12-07 9419 South 204th Place DESIGNED: JJJ PATE: 1/2/06 FILE NAME: IDAOTS s -1 -07 Kent, WA. 98031 DRAWN: JJJ Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: 1 " =20' FEW BOOK: 'AGE: REVISION BY APPR. I DATE FOX No. (253) 850 -0155 APPROVED: SHEET: 9 OF: 16 CD- w- 33-76o+ - 5 - 351e04 WAMM BE 4321W Q 35TI. 10 ROLL 208 F R 294