Loading...
HomeMy WebLinkAboutR-4214137J U w w 2 X 3 a Z z Nw O Of o � X O Z Q O z LVw Jof I w X a z O F- z w J X a z O z w ry LF X z O F- z w ry 0 X a Z O F- z w rK F' a z O F- z w Of Q z c� X O w z J w U ry Q X 0 N N a Z O F- z w ry z O Q X 0 ry m N N a Z O F- z w ry 3: O X a O ry 0- 3: O X 3 a Z O F- _ z w N U �I d o X a ca li:�) J — a Z a O O J Q N X U o0)o O CD Ln N �Qw -,,o r- mry rn Ln o E m CUco 'i'tF- co Y o o� CZ) 0 Wiz a w a=3 w 1 J o � X i�: w v) �' F- L O 0-0 w Q U a X 2E 86+00 16�6a� op3o .:•/ I MLBOT RD S 87+00 (TAL-21—LINE) \_ EX ROW AD -READY SUBMITTAL No. I REVISION BY I APP'D I DATE Ali s o � c �0 cn 0 o 0 TAL-21 88+74.28, 32.42' LT 'c--n' Ln I \ TAL-21 88+80.28, 21.92' LT o IEND oo PROPOSED ROW BEGIN 1I I 4 jAL-21 88+13.28, 21.92' LT 1S1.20TAL-21 88+87.28, 14.92'LT �END BEGIN 4 28 ITAL-21 88+96.28, 21.92'LTEND CD AL-21 88+08.28, 21.92' LT _ y C6.14 BEGIN o d D .O o D 4 Lq- � - - 2 TAL-21 88 SEND +13.28, 16.92' LT ; ' T TAL-21 88+80.28, 16.92J. BEGIN 2 / ' wl • 0 88+00 ' TAL-21 88+28.21, 6.92' LT ; • ; ;. .. - TAL-21 88+28.22, 15.04' RT : ' - TAL-21 88+87.27, 14.99'RT . 4 0 2 TAL-21 88+34.23, 17.04' RT ; ; ; 2 . ; ; . 8 `�' 4 BEGIN �6.0' 1 TAL-21 88+28.24, 22.04' RT `4 BEGIN 6.0' D 0 D � D 5.0 , 1 2 TAIL -21 88+34.24, 22.04' RT END _ BEGIN 1S1.1 TAL-21 88+95.24, 32.50' RT (425) 453-5000 1100 112TH AVE NE, SUITE 500 ,jacobsBELLEVUE, WA 98004 F1'C 6 - I 4 U o- X TAL-21 89+31.28, 6.92' LT I— TAL-21 89+31.28, 7.00' RT � -TAL-21 89+13.50, 22.03' RT N ED 1 a 1 KKK._ . \� : • `• �` � 1. 2 44, 2 11�ff 11 WL BEGIN DESIGNED: A. VILLAR DRAWN: C. WILCOX CHECKED: J. LIM CHECKED: l K. CHANG YUEN APPROVED: G.FRANCO PROJECT NO: E00566E18 CONTRACT NO: CXXXXXXXX rd 3�23�5 913R M M 90+00 AA 1 1 V_ 85161 �p20 0 King County METRO PAVING GENERAL NOTES 1. SEE SHEET 1C2.00 FOR PAVING GENERAL NOTES AND LEGEND. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 OCEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD OPRECAST PLAN F-10.64 40 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104, 104.2, 104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 O8 RAISED BIKE LANE AT STATION, SEE DETAIL A/1 C5.01 9 CEMENT CONCRETE BUS PAD (12 PCCP CLASS C-1 OVER 6 CSBC) PER METRO STD DETAIL 2/D108A 10 PEDESTRIAN HANDRAIL PER CITY OF RENTON STD PLAN H024 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10 12 WOOD FENCE PER CIVIL DETAIL B ON SHEET 105.01 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62 14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 OVER 4-IN CSBC. 91+00 _ ~ 15 SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. METRO TO RELOCATE EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D 16 ON SHEET 105.02. 0CEMENT 0 CONCRETE THICKENED EDGE SIDEWALK PER DETAIL A ON SHEET 105.02. Wm a DEVELOPMENT ENGINEERING Michael Sippo 09/11/2024 •' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT PAVING PLAN TAL-21 86+00 TO TAL-21 91+00 0' 20' 40' SCALE: 1" = 20' R-4214137 DATE: JUNE 2024 DRAWING NO: 1C2.11 SHEET NO: OF 137 473