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HomeMy WebLinkAboutS-070316C 4 .4 3 2 1 • C CIS rn CS (D 0 a. n A A 8 A C A D A I E A F A G A H CONNECTION M.H. R1 8A--r-8 Sol 100"I Dww STA. 4-0+67.14 38.79' BEND—TYPE 2 STOP LOGS & CHANNELS STA. 41+05.93 STA. 41+21 N 69,394.83 r5 ri v I N 69,433.62 16 3 STA 40+94.53 1693 E 54,101.38 1 1 1 1 16 i3i E 54,102.06 kP�F I EX. 6S CUT/ PPED STA 41+20 10' - , PPROX MATE E aw 3* �06iw 1989 ND 6.1 CROSSING �TRUCMJRE R18A-9 r�,JTA. 41+3' 1) 69,387.18 54,076.35 1 2 EXISTING R18-11 N 68,224.28 E 54,055.27 OF &Aljr EX. ABANDONED LED WITH CDF) INV. 97.69 STOP LOGS & EXISTING CHANNELS OA_ KESDALE STA. 53+00 L1 rX I /:PT 16 3 V E. S, W. 2 -fl WN W 4 SA6" Ss GQq -(00'1 7 Fyn 0 0 E 54,0W BH— ALIGNMENT 1989 WETLAND 10 rail IF 'MD OF WORK STA. 53+24.17t*** 5� + C:) STRUCTURE BULKHEAD 16 1 R18A-11 STA. 53+03.87 N 68,234.73 1( 31 E 54,030.45 36" RCP C) BEND—TYPE 2 STA. 41+5�9 N 69,379. ��l 5 M.H. R18A-10 STA. 45+6 4.78 CONNECTION STA. 53+13.87 1989 WETLAND f 4 N 68,224.73 31 E 54,030.27 E 54,050.48 1 1 FOR ASPHALT PAVING N 68,973.70 1 1 1 NOTES: REPLACEMENT, SEE 4 E 54,043.38 1, FOR TYPICAL TRENCHING STA. 41+60 TO STA. FROM 4. MANHOLES ON EXISTING 72" SS ARE OFFSET 52+00, SEE/1100� FROM THE PIPE CENTER LINE IN SEVERAL INSTANCES. 16 1 5. COORDINATE RELOCATION OF EXISTING 115 KV - Z- FOR TRENCHING AT OTHER LOCATIONS, SEE t A POWER LINE WITH PUGET POWER TO ACCOMODATE CONSTRUCTION. NOTE: CONSTRUCT MH OVER AND CONSTRUCT STRUCTURE OVER 3. FOR TYPICAL PIPE JOINT, 16 1 36" SS SLOPE IS 0.00% SEE 5_""'� CONNECT TO EXISTING AND CONNECT TO EXISTING 12* SS 72" SS 16 1 Cb'r Ln x....... 7� C14 .. . . .. . . . ........ . ......... ...... ...... : • ♦ • • ..... ::::: .... .... ::::: • ....... ......... ........ ...... .. .. .... ....... - ....... ......... ......... .... ...... ...... . ....... .. .. co . ..... TO ..... C0 ........ . Q. z + :aim, Z + k p ... ........ 00 Uj R: LO 1. R*(0*1*. LP .... ..... ..... ...... In 00 .... ....... ....... .... :16A .... 66 T' n <.... C14 k_- V cc) <. :2. Cw ir-. ....... • • • • • • • . • . • . • • • • • • • • • • . • . • . . • • • . ♦ • • • • • • • . . • • • . • • L40 . • • . • • . 1 11 m &. I-,* • , E1........ t ........ .... : : : ...... , ly 0. CO Of -kn 05 �2 :X '00 .... ..... .. .... ....... ..... ..... .... ... ...... ......... ......... ......... ... ........ . ........ ....... .. .... ......... .. . ......... • ...... ... :CN .... ....... ...... . ......... . :: ...... ......... .. ... ......... *.::;.I Z****, : ....... ...... 120 ......... ......... ...... ­ ....... . . . ........ - :P- . Z: . ........ ..... ... ......... ......... ....... ��:DHA_T: PAN ...... ...... ...... ......... .. ....... ....... ......... ......... ....... . .......... ........ ......... CUL—f)E-9AC- ......... .. ...... ...... ... .•... ......... 120 .0 . ........ z 1: CL 7- > X* ....... .... .. ....... ......... ........ ...... . .. ........ . ........ ......... ......... .. "I I ...... ....... ........ ......... ..... ...... . ....... ......... ......... .... .... . ......... ... ......... .... ......... ....... ... ..... .. . ....... �,rmzz�-- ... . ... 1,1 ........ Lij...... ..... ......... . ........ 110 Z ...... .. ... ...... ....... .... r ....... ....... ........ ..... ... ...... ......... .... ... ..... ... .. ......... .......... ......... ......... ......... . ... . I ......... ..... ......... ..... . ........ ...... ......... 110 ........ ........ ......... ..... ... .... ......... . ....... ......... . .... .. : . : : : :: : : : : : . . : : : . . . . :: .... : : . : ... : . : ..•...... 100 r r..... ...... ......... ......... ...... ...• .. ........ ......... ........ ........ ......... ......... ......... ......... ....... ..... ......... ........• ......... ......... ....•.... ......... .....• ♦ ......... ....... ...... ......... ..... ........ 100 ..... . . ........ ....... .... ::::I::: ........ .... I ***' .. ­* .... . . . . . . . ........ . . . . . . . . . ..... .... ... ..... ......... ....... ........... :S .......... ' ip- ...... . ..... ......... . .... ... IMU •STA, BULKHEAD- 534-17 .... !37 Tsa::: . ..... JNV ....... ......... ....... ......... ..... ..... . .. ....... ...... ::: .. ......... ....... . ......... ......... ....... . ...... .. ...... ....... ........ ......... ... .36" 1 N V� D7.6 9 90 INV.- 97:156 ..... . ........ —2* 0 VEREXCAVA71 DN ........ ......... .... ....... ......... ......... ... ......... ..... .. ....... t —2' -OVEf�E X&VA' 0* N NV. 97.686.... 90 ...... :I 1% -E-XIST- - 12� . INV.: 98.,90 .... ... .. ... ... \LL— ... ......... OVEREXCA 'A T* 1 . ........ i ......... ...... ......... ... .. ..... ..... ... ::::::* 'UJ: .... ... ... ........ . . ....... :IN: TONCRETE ......... ....... ......... ..... ....... ....... .. INV.: 97 17/715T ..... ... NV, 97:1* C) -(D ..... ......... ...... Q_ ........ ........ ....... . ....... ....... ...... (D . ......... C- "X-. . •72" -SS ... ... :::: ..... ......... ...... 4P 4 Q ........ . .....• . ....... ...... .3 -INV, �9-7,1-89 ...... .. .•• .... cc 'Uj x Uj .••... -15- C, ... .... . ...... < ...... ....... • ......... . ...... ....... .. ....... . ...... .. ........ ....... ..... . ........ ....... ........ .. Lj ...... .. .. .... . ........ ... ........ ..... ...... . ....... ......... ...... ...... ......... .. ....• ...... . ...... a + .. ...•. ...... ..... V. .....• ...... ...... .. ......... ....... ......... . ...... . ......... ........ .... ......... .... . ......... ......... ......... .. ......... .... ... ......... ...... ...... ...... ........ ...... ......... 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 1 2 8.21 IL 0 Sve 11 (319an- U P CC)RF=CDRA-rl0N ELEVATION EQUALS U.S.C.& COORDINATES 0 =,OR 100 CM, MEAN SEA L-Pv!EL.1929 G.S.(ADJUS►ED 1947) A"rUM & BEAMNGS ARE As Built Drawing I.H. 14 Qh.Ins Municipality of Metropolitan Seattle wjrlr IE TRO -_ NO MEMBER 1992 See original file submittal a signatures, and professio copies for approval for engineer's ial seal RAYM: CHECKED: D.L.O. R.B. x HORIZ: 1 =50' VERT: 1 "= 10' SOUTH INTERCEPTOR — PARALLEL PHASE 1 PLAN AND PROFILE STA 40+00 TO STA 53+20 FILE NO- RECOMMENDED: DRAWING NO: C1 10 AS BUILT AKF 2/94 CONTR ACT Na W/M 4492 NO. REVISION BY DATE APPROVED: EET NO- OF qpr— v BASED ,ORDINATE ON WASHINGTON CO_ SYSTEM NORTH ZONO v FEB 6r 94 v 16 32 4 0. 2 k