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HomeMy WebLinkAboutR-4214216'o a 3 k b x 3 U p0 �tF vz gn Cm� Emw ens g boo ><PF1yy 0`+y¢ No. SDCB (1-29) T1YPE 1 TAL-2112+53.40, 35.37 LT 8 N d m p I I RIM EL=93.64 ,;p°'a r=•r. I I I IE=90.97(12"E)IN $p xNm'm m Im I IE=90.97(12"W)OUTI SDCB (1-E19) TAL-21 71+68+06, 19.50 LT o, g^�% $ n II RIM EL=92.02 mmm N-�_www IE=90.30(6"BE) IN 1 O _ IE=90.30(4"NE) IN IE=89.03(8'NW) IN . u�^d SDCB (1-30)TYPE 2-08" IE = 88.80 (12' S) IN .mpT 9 si -w wYu I eIE=88.70 (12'N)OUT RIM EL=92.91 uo`-P r^ -0 -r IE=89.48(12'S)IN (1-31)TYPE1�`mm "zme- IE=90.91(1E)IN ., .. 000uK p I I T.o m'm ;,:a it m, I , IE=89.25 (12'N)OUT RIM EL=92.78 iO� IL pia IE=89.95(lT SW)IN IE=89.70 (12'E)IN w n z� o y6 I �m�-.IE=89.70(lT N)OUT wwww. 17 7 13 LF 12" SO �5 zRl 90 LF 12"SD \ SS ss� a 24 LF 2" SO o °_ 12 LF 12"SDww dH0 dH 6 _ dH0 dH0 dH HO IOLF $"$D M M M M M M a W +00 TALBOT RRS 7 72+00 s q 43 LF 12" SD 5 73 1 74+00 75+00 a 76+0 (TAL-21-LINE SDCB(1-28)TYPE1 $ 3 q 3 N TAL-2171+65.43,10.14 LT 5 17 3 °y -RIM EL = 91.70 0 O 0 O -� 7E=89.08(8"SE)OUI a i OHP OHP OHP OHP 0 -OHP- Eb OHP 0 OHP P 19@ .. OHII 0 17 ;�7 0 '(5 0 SDCB (1-E22), - i ' / X' 'SDCB (1-32), TYPE 1 as 1 6 SDCB 1-33 TYPE 1 8 e TAL-2173+09.75, 19.21 LT $ / TAL-2175+49.02, 36.40 RT S" TAL-21 73+71.97, 22.66 R o RIM EL=92.79 \ LL RIM EL=92.54 RIM EL=94.42 a ar IE=90.00(12"S)IN - � = U IE=90.90 (8"E)OUT n0 IE = 92.20 (8"S) OUT ,o N / IE =90.00 (12"NE)OUT m - m J 1 �o n U nm� o U) mGl QO mu p u ^ I mJ �w Ch oyzn bw cn u, I I I I I I I I I I I I I 60% SUBMITTAL REVISIo\ Hy I Ac= T 1 )-1 Jacobs J.GREEN P. ENG DRAM H. JOHNSON CHECKED: PRaECTND. J. ETUTAIN E00566E10 CHECKED: CCMFFCTNO METRO PROJECT ENGINEER CXXODDOCK King County METRO GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE (D INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 OINSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 111 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 111 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND O EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 -SD- STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN TAL-21 71+00 TO TAL-21 76+00 NOVEMBER 2021 1 C7.14 NO OF 216 XXXX R-4214216