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HomeMy WebLinkAboutR-4214217II � O 0 O p�0� O pWOpb ry`L KdOOw O � <DOO m W, % I U' W'O p In O.e p N mp o Ga as as as •mm. b�N! 0) W� a$ O.O N (Is dt s <p r mo d TALBOT RD S M 8@t0 - 88+00 - (TAL&-lLINE) —I —9 9 - ss ss ss ss ss ss ss S 1 J 1 d}4 m WO Gm m0 Wpr f 60% SUBMITTAL No. I REVisi('% Nv I nc=) I )-1 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 2D ADJUST MANHOLE TO GRADE NN \ 3D ADJUST STORM DRAIN MANHOLE WITH V RISER as \ =m 4O REMOVE INLET OR CATCH BASIN s ° o o'd u SO REMOVE STORM DRAIN PIPE o O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 m f� W7N 07�b <NNi �S N<N'N JW i<N� ZJZO P O �`b i$e.N$Fl..i+ pNW O'e N•S OO I \rmJ<<�Wv �mmN •MOZ6�OOo s°'d°Z �'oWN ��i."�.�No°�� i O7 CONNECTION TO EXISTING DRAINAGE STRUCTURE 66p p. OO.m OO�N o,P =i' LL,1$ OOO+t `ea-`N ON°`% G'W ' YLL�%'Z�is W "eJKO� NCO OiN�'U N e N 2� i m.1�' O%W O-/p y. oe! ra Z WN xn mm:ed �o•m pro sawZ..�p?N o 8 INSTALL CATCH RENTON 2 BASIN TYPEIP �.N. ml��,g, CITY OF RENTON PWD STD PLAN 00.00 $WWI mW m O9 INSTALL CATCH BASIN TYPE 2 PER c CITY OF RENTON PWD STD PLAN 201.00 OJW' N \ 10 INSTALL 4'x4' FILTERRA WATER QUALITY UNIT SO U INSTALL 4'x6'FILTERRA WATER QUALITY UNIT m 50 ; 12 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT 1 — i _ _ 13 INSTALL 41x4' MODULAR WETLAND WATER QUALITY UNIT - `- �� 5' 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 3 16 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT z �a o iM M m M i6 INSTALL FLOW CONTROL STRUCTURE PER ° 90+00 M 91+00 CITY OF RENTON PWD STD 237.00 + �ci- �' � I- ��I F T 18 d t, 17 CONNECTION TO EXISTING PIPE a 0e a 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB 0 0 DRAIN, PER DETAIL 1/1 DRD.02 ss SS SS 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 - di _ _ 20 INSTALL 12'X6'OIL WATER SEPARATOR UNIT PER CITY OF W dHo 1 RENTON PWD STD 240.10 �p (`�❑ �` LEGEND m o EXISTING CATCH BASIN 50 �o (D EXISTING MANHOLE 00 So EXISTING STORM DRAIN PIPE 0`04 oO° rc mT?-. m�opo e.r�4o � CATCH BASIN TYPE ZWW N'n WN `0� 4NN amo �o o�w O CATCH BASIN TYPE 6 N m�0 NW —sG— STORM DRAIN PIPE Jacobs METRO PROJECT ENGINEER P. ee.....I King County METRO 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN TAL-21 86+00 TO TAL-21 91+00 NOVEMBER 2021 1 C7.15 N0: of 217 XXXX R-4214217