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HomeMy WebLinkAboutR-394940It C'7 0 Lu U N J V) N z 0 U) ry w w w w J w a 0 N M N O N O \ 0 (n J Q w a J i 0 Ln N N L0 a v Q i N a) ra a a 0 c 0 N N i 00 i U N O L �I w no 40 U 40 40 O '� O 40 LO N N '""� (D - N - N j ,--� x U-)Q c U) a w a w 35 35 w w w 35 35 - 14 LF 12" PP SD 30 LF 12" DI SD - - _ - - _ - - @ SLP=1.62% - - - - _ @ SLP=0.99% 30 30 308. '45°'`� 30 28 LF 18" PP SD 25 @ SLP=0.84% we, 15 10 E + 25 CB #19 RIM=30.73 IE(OUT)12"(W)=27.76 20 20 LJ 20 0 T48"SDMH #18 48" SDMH #16 48" SDMH #171 STA C13+82, 18' LT STA C12+63, 13' RT RIM=31.56 RIM=31.06 RIM=31.19 RHp - 3+.34 15 15 IE(IN)18"(N)=21.85 RR.93 IE(IN)18"(E)=22.09 22.4i! IE(IN)18"(E)=21.08 R+.48 IE(OUT)18"(W)=21.8522.33IE(OUT)18"(S)=22.09 22.42 IE(IN)18"(N)=21.49 IE(IN)12"(E)=27.46 RF-58r 10 10 IE(IN)12"(SW)=27.30 RF.S�z 10 CB #18 j 7IE(OUT)24"(S)=20.81 21$3r RIM=30.58 33-F IE(OUT)12"(NE)=27.52 zRF.63 5 5 1 1 15 0+80 1+00 1+20 1+40 1+00 1+20 1+40 1+60 SDMH # 17 TO SDMH #18 1 CB #18 TO CB #19 2 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-8 SCALE: 1"=20' HORIZ; 1"=5' VERT SD-8 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL � DETAILS � 40 cn 40 40 cn Qi7 :o 35 30 r- 5 LF 12" PP SD an SLP=3 10% U) N N Va x � w a f almmm-mm=w--� x w 1 .e 35 30 25 8.8S% CB #21 25 RIM=31.58 OIE(OUT)12"(N)=29.73 39 LF 12" DI SD 20 @ SLP=3.12% 20 0 15 48" SDMH #19 15 STA C14+50, 16' LT RIM=31.77 IE(IN)18"(E)=22.39 22.98 IE(IN)12"(N)=26.46 26-.96 10 IE(IN)12"(S)=28.51 i9.43r 10 IE(OUT)18"(W)=22.42 22.98 CB #20 RIM=31.50 IE(OUT)12"(S)=26.62 z�$8 5 5 1+00 1+20 1+40 1+60 TO C SCALE: 1"=20' HORIZ; 1"=5' VERT 45 45 W7 Eli, OR 25 20 15 10 35 30 rC -B #24 25 RIM=32.33 IE(OUT)12"(NW)=30.44 B8.3-3r - 20 41 LF 12" DI SD @ SLP=1.94% 8.51% ,l,T 15 5 1 1 1 1 1+00 1+20 1+40 1+60 SDMH #21 TO CB #24 SCALE: 1"=20' HORIZ; 1"=5' VERT 10 0 U) a U)a (7 N O 0 c~n 0 X X 35 w a w w 35 35 w a w w 35 40 40 40 40 0 1-4 7 LF 12" PP SD x 0� x 6 LF 12" PP SD @ @ SLP=13.700/o w aLu S-juLP=11.62% 30 30°��- 30 35 35 35 - _ - - _ - 35 o u LJ 5 LF 12" PP SD T A 1 @ SLP= N/A o 25 CB #25 25 25 25 30 30 30 g--g 30 CB #28 0 CB #33 RIM=32.71 RHp, , IE(OUT)12"(N)=30.92 RIM=32.93 H� �T RIM=34.41 IE(OUT)12"(N)=30.92 0 20 20 20 25 25 25 25 IE(OUT)12"(N)=32.30 3z2.89 20 36 LF 12" DI SD TCB #31 RIM=33.06 48' SDMH #27 37 LF 12" DI SD @ SLP=4.21% IE(OUT)12"(NW)=28.29 STA C20+63, 15LT @ SLP=4.33% 37 LF I" r',T qD +5 EF RIM=34.73 8. S E) % @ SLP_ O 12 LF 12" PP SD IE(IN)12"(E)=28.75 2946 O 15 15 15 15 20 @ SLP=6.45% '_0 20 IE(IN)12"(S)=30.72 3 -}t 20 48 SDMH #22 48 SDMH #23 - �grQ IE(IN)12"(N)=31.00 � STA C17+23, 15' LT STA C18+53 14' LT RIM=33.05 48" SDMH #26 IE(OUT)12'(W)=28.79z19-. tr IE(IN)18"(E)=24.31 �8r RIM=33.36 STA C19+18, 31' RT 25' RJ= IE(IN)12"(S)=29.423-6� IE(IN)18"(E)=25.03 z25-.4B RIM=33.44 6 IE IN 12" S -27.71 36-�9 CB #32 0 10 10 10 ( ) ( ) 10 15 IE(IN)12"(SE)=27.54 28.8i 15 15 IE(IN)12"(N)=27.41 z�-8r� � �� RIM=34.51 IE(OUT)18"(W)=24.39 z�8r IE(IN)12 (N)=27.80 z28-19 IE(IN)6"(NW)=30.99 CB #26 CB #27 IE(OUT)18"(W)=24.97 z25-:4: IE(OUT)12"(N)=26.29 z26-.48 IE(OUT)12"(S)=30.73 3 � R_32.74 Hp4.--BB.RT RIM = 3 3.09 IE(OUT) 2"(S)=28.06 R�Z.8r8LIE(OUT)12"(S)=28.7028..8+ 5 5 5 ' 1 5 10 10 10 10 1+00 1+20 1+40 1+60 1+00 1+20 1+40 1+60 0+00 0+19 1+00 1+20 1+40 1+60 CB #26 TO CB #25 5 CB #27 TO CB #28 K6SDMH #26 TO CB #31 7 CB #32 TO CB #33 8 SCALE: 1"=20' HORIZ; 1"=5' VERT INLD-9 SCALE: 1"=20' HORIZ; 1"=5' VERT S2 -9 SCALE: 1"=20' HORIZ; 1"=5' VERT D-10 SCALE: 1"=20' HORIZ; 1"=5' VERT �-l R-394940 NOTICE SEC)RECORD DESIGNED RENTON DOWNTOWN SHEET 0 % 1 DRAWINGS ® UTILITY LATERAL DRAINAGE BAW DRAWN PROFILES - 2 SD-41 IF THIS BAR DOES SEE NOTE ON murraysmirth� IMPROVEMENTS NOT MEASURE 1" TTT 1 10/26/2022 JJM RECORD DRAWING T NOT TO SCALE lElm DRAWING IS CHECKED COVER SHEET PROJECT 40 Of 121 NO. DATE BY REVISION I I PROJECT NO.: 18-2251 SCALE: AS SHOWN I DATE: JANUARY 2021