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R-4214211
1 1 1 11 1 TALBOT RD S STAI 8+72 TO 20+46 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.06 U-) ............................................. ................................................. . .................................... ............................................... ......... .. F ........... .................................................................................................... ........ ......... ......... w ...... LIIJ ......... . z ........ ......... ......... .......... .........CL). .......... ......... ......... ........ ......... ......... Z......... ... 0 ... ...... ......... ......... ......... ......... ............................................. ................................................. in . .......... ....................... ........................................... . ......... U1- - --- - --- - --- - --- - --- : --------------------------------------------------------------------------------- L-50 .......... 00 �0 ........ ... . , ...... ......... ......... .... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . 04 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . C, 00 U) . . . . . . . N . . . . . . . . . . . . (.Y> ... . . . . .0.0. .... ......... ......... 04 N. ............................................. ................................ ................. .... W. ... .... .. p .. . .... .... .... .. ''a . . . . . . . . . . . . . . . . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . . . . . . ... . ... . ... . ... . ... 0 '4 ....... ......... .... ..- ..... XEX x RADP ........ Q ......... FINISH GRADE ......... .. ... .. ...... ......... ............ ............................................. ................................................. ..... .......... .............................. ........ ................... . . ......................... . ...... ......... ................... ......... ........ .................................................................................................... 30 ' . ....... .... EXSID ....... . ......... ...............................................3.....7....-..L.....F........1.....2...."......P.....P.........S......D......a0.43%: ............................................................ ...... .... .... .. .... ................. ......... ... .................................. ..... . 20 ......... ......... ......... ............................. ......... ................ :::::EX 24" W ......... ......... ......... TALBOT RD S STA18+72 TO 19+38 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.06 TALBOT RD S S GRADY WAY STA 88+90 TO 89+15 STA 19+45 TO 22+74 DRAINAGE PROFILE DRAINAGE PROFILE SCALE: SHOWN SCALE: SHOWN NOTE: SEE DRAWING 1 DRA 1 NOTE: SEE DRAWING 1 DR.03 AD -READY SUBMITTAL REVISION BY I APP'D I DATE ON (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 06112124 DESIGNED: I APPROVED: 2 21 1 0 1 .................................. ................................................. ................................................. - - - - - - - --- - - - - - - - - - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - —230 .......... AL ....... ......... ......... :w ............................................. ................................................. . ............................................... :z ....... ......... ......... ......... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... ... . ... . ... . ... . ... . ... . ... . ... . ... . "220 . . . . . . . . . . . . . . . . . Cy - -Lu 3 1z U) z -Co. 0 .Z.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ce) P_ C:) CY) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................. ................................................... ..............................................mZ-t ..0,)CD CD - J � P_ . . . . . . . . . m . . . . . . . . . 210 r m 0-3 M-: O. ......... ........ X .. w ....... 2 yj LU -w ......... C5 . T7 .... U—j ..... ....... ......... ......... ............................................. ............ . ............................................... ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . : ... . ... . ... . ... . -200 -EX GRADE ........... ....... FINISH GRADE ............................................. ................................................. ......... ... ....................... ......... ...... .... ......... . ... . ... . ... 190 ......... -19 LF 12" DI SD @ 4m05%:::: .... ............................................. ................................................. .................................................. : ....................... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . ... . -180 TALBOT RD S STA 25+69 TO 25+71 DRAINAGE PROFILE SCALE: SHOWN NOTE: SEE DRAWING 1 DR.08 01 20' 40' [DEVELOPMENT ENGINEERING HORIZONTAL SCALE Michael Sippo 09/11/2024 (DI W. HICKEY G.FRANCO King County METRO DRAWN: H. JOHNSON CHECKED: J. ETULAIN PROJECT NO: E00566E18 CHECKED: CONTRACT NO: K. CHANG YUEN lcxxxxxxxx 01 10, 20' VERTICAL SCALE METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PROFILES 30F4 R-4214211 FATE JUNE 2024 DRAWING NO: 1 DRP.03 SHEET NO: OF 233 473