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HomeMy WebLinkAboutWWP2702986.3SEC.23, T.23 N., R.5 E., W.M. CURVE DATA 0 34*48'45" R 355.000 L 215.696 T 1 1 1.293 PI STATION 1 +469.67 PI COORD. N. 401788.945 E. 53013.120 O 11) cV 2 F- �t' LO H W Z J 2 U F- Q 5 0 5 10 15 I SCALE IN METERS 40 - - -- - - -- - - — - -- - -- - - -�- - - - - - - -- - 40 SSMH #5I 1200mm DIA. STA. 1 +391I1.3, 2.Om RT TOP EL 38.83- 37.971 IE _ IN=36. 339 -- -- - _ -- - - - SfMtL� _ STA. 1 +299.0, Om RT STA. 1 +316.0, 1.1 m T STA. 1 +3 1200mm DIA. ' 508mm # OUT=36C70 O ABUTMENT 3 SSMH 3 1200mm DIA. SSMH 4 12.0m, O.D. HDPE SSMH 4 i 6.5, 1.1 m RT O BOTTOM OM ELEV. TOP EL 3fr.5fr 36.582 TOP EL � �fr-�� 36.753 SANITARY SEW R IN 610 Ir%m .�. °� IN=35.62 CASING, BEGIN CASING O�5m + OF 24 CASING PIPE = 34.921 IE = g--@3-3 IN=35.07 IE _ OUTSIDE OF MH WALL 38 - - - -- ---- �E n -HOPE=-34.9-691 -- - UT=35.b4-_ - -pET 1L - - OUT=35.54 -- - - - - - - -- - -- 38 SSMH #4 ON SEW-7 TRANSITION OUPLING 2.0m -- --- - S w_ - 37 37 ER O - ---II ---- - —__ -- - - - -- - - - -_ - _ -- -- - ----- -- - 9 5m m 0.D . C905 �Y to 42.5m, 4 36 -- _ _ — — - LOPE I -�- - - -- - - - cn 36 - - - - - - - �j - - - -- _ - r_ - -- - - (� _ - i - V 20.5m, W HDPE SA ITARY SEWER IN 610mm CAST G O.D. - - - - 495mm i 1,49.Om, 508mm O.D. - - - - - - - - Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J SLOPE = 35 Sig 35 e ------------- --- - --------------- F_ SLOPE @ 0.46% NEW WATER MAIN 34 (� SEE SHEET WPP 2 - --- - 34 `- - -- o W - - - - - - - - - � - - -- -- - - - -- - -- - -- - -- - - � - -- _ - - - _ -- - - --- - _ - - THIS SHEET MODIFIED TO o Z REFLECT CONSTRUCTION N = — — --- - 1 RECORDS. APRIL 2006 33 33 -- -- - -- - - -J - - - — - - -- -- — _V 32 +_ M ETFRi 32 100 YR. FLOOD E . 31.9 — _ MERIDIAN ml EXIST. 900mm SD W.S.P.C.S m _ NORTH ZONE, METER 31 �, — _ - - I, 31 30 - - - - - I - - -- -- - --- - --- - 30 DATU M c �' x III - _ - - - --- - m ORDINARY HIGH WATER EL. 29.6 — - 29 - —�JO -- -- - - -- - - - -- - - -- -- --- _ - -- 29 o - - - -- L'fJO- - --- E �? -- - - - - - } - NAD 83/91 _ I m N o I CALL 2 WORKING DAYS ,w BEFORE YOU DIG 1—800-424-5555 1 +275 1 +300 325'350 1 375 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) FIELD BOOK: FED. AID No. BRS—M 171(001) VAND KING COUNTY DEPT. OF TRANSPORTATION SEW-3 SURVEYED: �► $dt TAS HAROLD TANIGUCHI, DIRECTOR SURVEY BASE MAP: / E3 � AD Penhailegon .Associates K PROJECT No. 401288 ELLIOI""f' BRIDGE # 3166 SHEET 148 DESIGN ENTERED: FOTES 2002 JAG30B6.lNIC. Consulting engineers, Inc. 23-23-5-23 ` OF 800 FIFTH AVENUE SURVEY No. �o so�ra� DESIGNED VANDERBURG 2002 �nglneering Planning Su-veym,�i SUITE 3800 �0 'j,ST$i��'�� BRIDGE REPLACEMENT PROJECT 159 SHEETS 1601 2nd Avenue, Suite loon SEATTLE, WASHINGTON GOTZ 2003 CHECKED: Seattle, WA 98101 98104-3122 sIOIVAL (zos) 441-1855 1-800-945-8408 TEL: 206.340.2255 SEWER PLAN 311-25 (148) www.paaeengrs.aam FAX: 206.340.2266 MAINTENANCE DIVISION No. 4 E)(PIRES 4 4 DATE REVISION BY DATE Kirkland- Sea ftle-Federal Way -Portland