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Home My WebLink AboutWTR2703198.90 ISO N U z 0 W a in a a W a X Ln 00 ro o Ln 00 T_ Z— + Q— Lo �w ul w Q� Q F- V �Z �� O =W U + og m Q— __j W V / ao a o� h'c E Q Zw U �E _0) STA. SEE I� W5+182 RT. 6i TIE-IN CONNE T 6 13 STA. W5+ 18, RT. 6' 4" TEE (FLxFL) (2) 4" GV (FLxFL) (2) 4" SPOOL PIECES (2) 4" RO-MAC ADAP� (1) 49fx8" INCREASERS CONCRETE BLOCK SSMH RIM 49.7 IE 35.73 (10"C W IE 36.98 (8"C S) IE 38.33 (12"C S) BENCH MARK 1" --� SET CHISELED SQUARE IN TOP OF CONCREE JERSEY WALL BARRIER NORTH SIDE OF 14TH AT WHITWORTH EXTENEDED. ELEVATION = 52.24' INV 1 R >> STA. W5+07, RT. 8" VERT. CROSS STA. W4+99, RT. 8" G.V. (MJxMJ) 6' (MJxFL) STA. W5+01, RT. 6' DEAD -MAN BLOCK (4) 3/4" SHACKLE RODS FROM TEE TO DEAD -MAN EXISTING mr_uVlNlNIlu 1 1 V SERVICE (TYPICAL) D n z rrl O O 0 a �1 (W)5+00 (W)4+00 (W)3+00 (W)2+00 (W)1 +00 65 90 120 b.......... W. ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ij. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... _RADE cENTERLIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 FT: I.. C VE��....... ....... ............... TYPICAL .85 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... ....................................... ...................................... ................... : 1 15 .......... ............... ....... .. . . .......... ..... ............ .. a ............. ... ......_.............. ............ . ...... .. . . .... ........... ............ ... ...... ....... ...... ....... :....... :. . : :: : ::::: :: ......... ..... : : :: :::: ...... m . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ::::::::::::::::::::::.... . . . :: . 55 . . . . . . . . . . . . . . . . . . . .. . . . . .. W - - . 1 10 .................................................. ............... STA::: W :5+ 18,: RT: 6 :::::.............. ....................... ... ...................... ................................... .... : :: ..:: : _IN:: : :: ..........::.. ............... ........... ........................ .............. .................. ............................................. ............... ................... ..................................... ............ ............................................... ............ . ................................. ................................... . ......... ..... . .......... ... ................................................................................ .. ............ ......... .................. . .... ............. ..... .................. ............................ . . . . ........ ......................................... ......... . .............................. ..... 105 : : ... ::: :: :: : .. : : . : :::..... :: 7 :.. : ..:::::: ::: 95 O. .... I .................... .. ................ ................ .. . ................... ....... ..... ...... ........... ........ . ..... ::::::::::::::: ::::::::: :: : ::::: :: .. .. : ............................................... ............................... .. ..... ::::: ::::::::::::::::::::...... ........ ..... ......::::::::: :......... ....... . ..: . 5 :: :: 90 ::......::::::: ......::::::........ 4:1:8 LF 8 INCH DIP:,::CL.: 52:: (P0LYWRAPPED):............................ ........ .. .................................................................................................................................................................................................1-23-06 ....................................................................... ................................................................................. TAS-BUILINFORMATION ... ............................................. INC.:: AS PROVIDED BY PLS, INC. FOR VJM CONSTRUCTION CO., INC. ............... .................................... WHITWORTH AVE. S ................. 6 Z W1217131119 P :w SCANNED OCT 2 7 2006