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R-394943
O7 Lu w cy) M O >O z 5- Z a 40 - 40 40 `V' Q 40 40 w 40 40 p w 40 Ln 0.6 ,--i U)� N ,--I U7 LO> N O N ,--I l� O 00 cn = F- U)2 a X X -LO X X a� X x X w.. x 07 X X` 35 W '-'-' � x 35 35 O ,� 35 35 35 35 35 w w LO w w W W a w W a w � X _ 28 LF 12" DI SD a w �- - - - - - - - - - - - - - ZA @ SLP=1.28% - � 34 LF 12" DI SD - - - - @ SLP=3.40% 30 30 30 30 F 32�LF 12" DI SD 30 30 8.51% 0 30 YO , r 0 J 0 @ SLP=0.81% 0 0 3- 49% 0 0 � 0 25 25 25 CB #22 25 25IT 25 25 25 RI CB #61 CB # CB #62 RIM=32.32 CB #60 IE(OUT)OUT) 1312"(E)-30.13 CB #23 63 RIM=33.08 RIM=32.97 28.88 - IE(OUT)12"(E)=30.64 RIM=32.30 RIM=32.24 IE(OUT)12"(E)=27.28 IE(OUT)12"(W)=27.50 " 3�� 9• IE(OUT)12"(W)=27.16 IE(OUT)12"(W)=27.16 8 #46 4848"STA SDMH DMHH4+115' LT 20 � 20 20 20 20 20 20 20 30 LF 12" DI SD @ SLP=4.51% RIM= ���� 6 LF 12 PP SD 6 LF 12" PP SD IE(IN)12"(N)=26.87 �0 6LF12"PPSD @ SLP=4.12% 5.88 � @ SLP=2.11% S.E)E) l� 48" SDMH #45 @ SLP=3.63% IE(I UT)12"(S)=2 .52 39- 3r IE(OUT)12 (S)=26.77 15 48" SDMH #44 15 15 15 15 STA H3+63, 13' LT 15 15 15 STA G4+10, 10' LT RIM=33.22 CB #64 RIM=32.48 RHPq-32.-6-r 48" SDMH #20 IE(IN)12"(E)=27.27 2F.Cry RIM=33.07 IE(IN)12"(N)=26.49 STA G5+19 9' LT IE(IN)12"(W)=27.02 38.43r IE(IN)4"(W)=31.62(RECONNECT) 31.96 RIM=32.42 fRHp",- 2-�T IE(OUT)12"(S)=26.97 �9 IE(OUT)12"(E)=30.67 38.98 10 IE(IN)12(E)=26.93� 10 10 IE(IN)12"(N)=24.80 10 10 - 10 10 10 IE(IN)12 (W)=29.28 38.24 IE(IN)12"(E)-27.03 z 4 a) IE(OUT)12"(S)=26.46 z16.-59 IE(IN)12'(W)=29.77 29-99 U) IE(OUT)12"(S)=24.79 J Ln 5 5 5 5 5 5 5 5 1+00 1+20 ll+--"2 1+00 1+20 1+35 1+00 1+20 1+40 1+60 1+00 1+20 1+40 CB #61 TO CB #60 CB #22 TO CB #23 2 CB #63 TO CB #62 3 CB #64 TO SDMH #46 4 N z 00 SCALE: 1"=20' HORIZ; 1"=5' VERT D-20 SCALE: 1"=20' HORIZ; 1"=5' VERT D-20 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-2 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-2 w u- RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND J ELEVATIONS. THE ORIGINAL DESIGN 11J LOCATIONS AND ELEVATIONS ARE INDICATED a WITH STRIKETHROUGH TEXT. REFER TO Ln CONTRACT DOCUMENTS FOR ADDITIONAL N �p DETAILS 40 0 w 40 55 55 55 55 55 55 M (D U) U) U)a oC U) O N O w a W U) a N H Lo w U w a O O 35 w _a w W 35 50 (D z a a 50 50 50 50 '-' T' `O 50 Lo ,-q U) a a u7 p w Q a "' 32 LF 12" PP SD @ X a a w 32 LF 8" C900 @ SLP=0.78% 31 LF 8" DI SD @ W SLP=0.19% o 30 30 45 _ 45 45 - 45 S P 03.46% - - - - - - - °'`� 45 cn O 0 0 W Q 25 25 40 40 40 40 40 40 LJ J CB #30 CB #70 RIM=32.82 z31 •-8t CB #68 RIM=45. Q 34 LF 12" DI SD IE(OUT)12"(W)=27.96 CB #67 RIM=45.17 42.18 @ SLP=0.63% STA L4+61, 15' LT IE(OUT)12"(N)=42.07 42.85 IE(I UT)8" E)=418 5 LF 12' PP SD 20 35 RIM=45.03 35 35 35 35 IE(OUT)8 (E)=41.93_�� 35 `� CB #69 N 48" SDMH #24 @ SLP=17.75% 5.88 !� I IE(IN)12"(S)=41.50 RIM=44.82 I STA H4+85, 14' LT % IE(OUT)12"(W)=41.49 9 LF 12" PP SD @ IE(IN)6"(SW)-42.49& J RIM=33.11 f�Hp4-_�9 SLF %�o IE(OUT)8"(S)=42.12 (RECONNECT) Ln a 15 IE(IN)12"(N)=26.37 26-56 15 30 CB #66 30 30 30 30 CB #71 30 a) IE(IN)12"(W)=29.82 3+-83 STA L4+60, 17' RT 48" SDMH #48 U) IE(IN)12"(E)=27.11 z2F.49 RIM=45.02 STA K3+55, 9' RT RIM=45.14 Q42.+ IE(OUT)12"(S)=26.27 36.56 IE(IN)12"(E)=41.24 � $ RIM=45.42IE(IN)12"(S)=42.04F U IE(OUT)12"(N)=40.11 �r48 IE(IN)24"(W)=39.07 39-+8 IE(IN)8"(W)=41.87 42.88 N 42.88- 10 10 25 25 25 IE(IN)12"(S)=40.92 �_ 9 25 IE(OUT)12"(N)=41.88 IE(IN)6"(SE)=39.12 Ln CB #29 ra IE(OUT)12"(E)=38.57 (RECONNECT) 38.8E RIM=33.16 a IE(OUT)12"(E)=30.03 34.28 pp 5 - 5 20 20 20 20 20 20 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 1+00 1+20 1+00 1+20 1+40 1+60 1+80 0 CB #29 TO CB #30 5 CB #66 TO CB #67 6 SDMH #48 TO CB #68 CB #69 TO CB #71 8 O „_, SCALE: 1 =20 HORIZ; 1 -5 VERT SD-2 SCALE: 1 =20 HORIZ; 1 -5 VERT D-24 SCALE: 1 -20 HORIZ; 1 -5 VERT D-24 SCALE: 1 =20 HORIZ; 1 -5 VERT D-26 R-394943 Ln N 00 NOTICE SEO RECORD SHEET DESIGNED RENTON DOWNTOWN o �z 1 BAW DRAWINGS ® TILITY LATERAL DRAINAGE U 0 DRAWN PROFILES - 5 D-44 a IF THIS BAR DOES NOT MEASURE 1" TTT SEE NOTE ON murraysmirth� IMPROVEMENTS > DRAWING �I 1 10/26/2022 JJM RECORD DRAWING T NOT TO SCA EIS CHECKED COVER SHEET PROJECT 43 of 121 NO. DATE BY REVISION PROJECT NO.: 18-2251 SCALE: AS SHOWN I DATE: JANUARY 2021