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AT CENTERLI:NE:.... PROPOSED :GRADE RIM=�9,44 19.73 CB #®,:TYPE II-48 (1154):.. . 25 - - _ _ _ _ AT C .... CENTERLINE L _ . ..... lE- . 16.4 3(8'PVG S.) . _STA. 33+76.57, 0.80 LT ...... _ 25 . ......... a IE-.: • - ) w 15.97(12 ADS: F) : RIM= - :21. l2 .. -- _15.97(12"ADS W.) I E_ 14.34 (12" ADS NE) . . . . 15.97(8pVC N.) IE_ 14..35 (18 M. S, W)' - - -- . 15.97 (8 PVC SE) 20 ----_ - _-_ _ -__ .................. _ .... ...... . ......... .......... ................. .. 20 1145 1.55�:::::: LF 12a SD O� ::. 73.7 1.30. . . ... . .. ..... .... ....... ..... . 4& LF 12" SD .0 . 12 2 CB f23, TYPE (1 197) .... ...; LF 12": 1.28X SD ® . 1.38v .. . 1c^ N:.... .............. ..... .....:......... ....- STA: 30+32.50, 199' LT . ....... RIM=:' .90 22.01 ; ...... ....... ........ :........................:.. ... .... .... .... . CB 24, TYPE I (1167) ....... ..: ........ .. .............. .. .......... ... .. .:... A ........ ..... .. ......... 72 LF 18 .Sp ::. +.-25* TO ... .... 15 C8 # 0 IE=. 18.71(12"ADS. s) ,........ STA. 31 +46.48, 4.20 LT . . . .. . . . . . .... : . . . .. . . . . . . . .•. . . . 90 2083 :.. . . . . . . - . . . .RIM=21 a " 16.94 12 ADS N ....:.... . . .; ....... 16..9,3(12 A0$: W. ... ........ . .... ....... . 10 ............17,08(8.IPW S.. ..................:. �... ....... �.. O . . . . . . . .ON CAI . . . . . .ON N .CN N .C'� . N 31+00 32+00 33+00 34+00 ROADWAY UTILITY PROFILE - 3 STA. 20+00 TO 27+26 EAST PHASE SCALE: 1 "=40' HORIZONTAL 1 "=5' VERTICAL 30: ........ ...................... .. ....... ...... .......................... ........ .... ... 30 EXISTING GRADE AT CENTERLINE PROPOSED GRADE CB #1 TYPE 1 2022 25 .. _ - AT CENTERLINE ... .......... ...... ... V. . .. STA: 53+4m+6 6 RT 25 RIM=29.62 20.64 . .. . .... ... 12" ADS 18 ( 13 £) .... . � ............... . --�.._....:.. - 98.1 0.14% _ .._ -. -.. - _ - 107.2 o.29z --- 88.5 0 11x : -- - -- . 87s ... o of R 20 -99- LF 12" SD 0 enl-S - +Ei7- LF 12w SD 0: . . . . . $& 'LF :1:2" SD : 0 0.26 fr $9 LF 12" SD 0 6. �1 .... CB #112, TYPE 1 (2018) ........... CB M, TYPE 1 (2017) ... _ CB ii, TYPE 1 (2015) .. CB .f2 TYPE 1. (2025) 15 STA. 50+10.01, O.O RT RIM=z1- - 21.:56. : : STA. 51+08.75, 0.0' RT R1M=&1 & 21.37 STA. 52+15.04, 0.0, RT STA. ° 534-03.92, : 0.0'' RT . IE= . 1831 (12. ADS W) " R1M= : ZO.bO 68 " RIM�� 20.66 1E=: „. ,. 18.05 (12" ADS E) IE=18 61 (8" PVC N) JE=18.17 (12" ADS E, W) „ ... IE=1 Z70 (12* ADS N) 1E=:18. f2 (12" ADS W) ...... JE=18.6.2 (8 PVC N) 7 JE= f .86 (12 ADS E) tE=1810 (8" PVC N) . _ JE=17.95 (12" ADS W) ........... `... ................. 10 ....................... ......... _.. ........ ............ . .. ...... .... ................ .... .. ...................... .. ..................... ... ......... . .� . . O . . . . . . . . .� . . . . . . . . . . O N . . . . . . . . . . . . . . . . . . . O N .................................................................................... 50+00 . 514M 524M 534W ROADWAY UTILITY PROFILE - 5 STA. 50+00 TO 53+93 EAST PHASE SCALE: 1 "=40' HORIZONTAL 1 "=5' VERTICAL 30 _ _ _ ............... _ ........... _ ............ CB 0A TYPE 1 2097} STA. 41.09.57, 0.0 RT RIM= 1. ... ... �-7$ 1 2 6 25 _ /E=1723 (12" ADS SW). . EXISTING GRADE PROPOSED GRADE 25 1E=17.61 (8 PVC: S) . . . . . . . " . . . . ' AT CENTERLINE AT CENTERLINE .... tE 17.56 (8 . PVC N) . . /........... _ __20 68 _ ....._ •34 SD ®. X . 97 6 96 7 : 0.68�'-ro 2 SD CB 18 . . . . . . CF 12 . S 98..5 �J& LF 12 SD LF ] 15 ...... CB M TYPE 1 , 2 s3 _ , _ _ __ ...... STA: 40+39.16, 0.0' RT RIM-79 2163 CB fG.: TYPE 1 0 (2 56) IE=18.29-'! i" : WA 18.00 (12" AOS W) : STA.: 43+30.3.1, 0.0' RT : ...... JE=18.34 (8" PVC N) .... _ , . RIM �•h8.21 4 „ JE=18 53 (8 PVC N)IE-16.67-(14!- 16.20 . (12 ADS: E) -..-. ......---.......... ..: ... .... ... ..... ---... ....... ....... - 8 46 TYPE 11-48� (2027) M i =1 1 £ 6.26 (2 ADS W) . .. .. ....--...... rE=16.49 (8" PVC N) 10 .. STA. 42+32.11 1RT , JE-16.4 7 (8 PVC S) ..... .. RIM- 21.1.3..... IE= . �6-8r�-{-8- 15.66 (l2 ADS W) . 1E= . " , : , . . 15.61 ' 02 ". ADS $. £) 5 _ _ . ............................. ... .... . I_ 1 (f5" _ E 5.5 ................. ADS N)... ..... 5 Do .... N .... C- . ....... � �, 0,. C- : � cJ . . . . . . . . . .. . . . . . . . . N . . . . . . . . . .N . . . . . . . O. . . . . .� . . . . . . . . O .� 40+00 41+00 ........... 42+00 . . . . . _ 434-00 ...... - ...... ..................... 444M ROADWAY UTILITY PROFILE - 4 STA. 40+00 TO 44+14 EAST PHASE SCALE: 1 "=40' HORIZONTAL 1 "=5' VERTICAL /Re &3 2 ea I M5 RECOMMENDED FOR APPROVAL 7 REVISED PER ASBUILT CK AS 611105 6 ADDED HANDRAIL AND LANDSCAPE NOTE PER CITY Bw DKB 11/ 09/ 04 • A q4 By: Date: ��\� p , 5 REVISED PER CITY REVIEW COMMENTS PRA DKB 10/27/04 4 REVISED PER CITY REVIEW COMMENTS KIB DKB 9/22/04 By: Date: By: Date 672'�� z, Ql- /STE�e��`� NA L �G 3 REVISED PER REVIEW COMMENTS LK AS 8/01 /04 2 REVISED PER CITY REVIEW COMMENTS BSW AS 2/12/04 1 ADDED FIRELINE TO BUILDING BW AS 1/19/04 By: Date r EXPIRES 9/2,3/0-5--7 NO. REVISION BY 1 APPR. DATE IIt � cI /\ W z J W LL U 0 W U r W r - M J 0 LL 0 U Q W J Q 0 Q 0 W cr Li 0 cc 0 UO J J u J c H�t Lc) W �N L^ W Q ! Q ` (30 W W W Q _3 O z O Q N `woo CJ) W (L QO ULL 0 0 = V) CD cL) ::D z> zck� O zgN LLJ Z X Q o� z w w N gz Q n CD N N N 00 (7) CD 00 Z N � Q I � I � w Lw Z } ~ �� L0 " � Lc') w j > L)V) m Q CITY OF RENTON E:>EPARTMEN-F ©F PUBLIC WORKS DESIGNED A5 DRAWN --BDK CHECKED AS APPROVED FILE NO. FIELD BOOKOK_Q PA♦GCE DIRECTOR OF PUBLIC WORKS ISHEET yam+ OF IV DATE _-8/1/04 SCALE 1 "=40' N I c a a ID O N X O >, E O d' CD I 0 0 l.� Ln O O N O O a; E 0 7D N E O 0 a I a / O O O O 0 LL 0 Ir- �1 em f�. - - ; Nm o OCT 2 8 ZOD5,