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HomeMy WebLinkAboutR-4214175U I 17+00 n 4' X 4' MIN LANDING 2% N N MAX SS B D- A POINT B <, POINT A LOW SIDE x LOW SIDE (STA) CO 0 (STA) N CC Z N o S3 54 (LT) LEFT S1 (RT) RIGHT PERPENDICULAR CURB RAMP EXAMPLE N.T.S. S 2ND ST LEGEND HMA FULL DEPTH CEMENT CONCRETE LANDSCAPING DETECTABLE WARNING SURFACE CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK RIGHT OF WAY (EXISTING) RIGHT OF WAY (PROPOSED) CURB RETURN SCHEDULE GENERALNOTES 1. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. 2. UNLESS OTHERWISE NOTED, SPOT ELEVATIONS LOCATED AT FACE OF CURB ARE FLOWLINE ELEVATIONS. 3. FOR MEDIAN DETAILS, SEE CIVIL DETAILS. INTERSECTION NOTES 0 PARALLEL CURB RAMP PER WSDOT STD PLAN F40.12-03 QPERPENDICULAR CURB RAMP PER WSDOT STD PLAN F40.15.04 (D SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16.03 dO DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 RETURN PC - STA, OFFSET PT- STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 314 PT O 2ND 16+74.77, 49.06' LT 2ND 16+95.82, 87.23' LT 25,00' 52,94' 121°19'22" 32.21 32.24 32.28 32.27 32.20 O 2ND 16+95.82, 87.23' LT 2ND 16+92.82, 97.95' LT 20.00' 11.28' 32'19'24" 32.20 32.19 32.18 32.16 32.15 3O 2ND 17+47.18, 48.99' LT 2ND 17+25.61, 87.63' LT 25.00' 54.33' 124031'01" 32.10 32.15 32.22 32.28 32.18 Oq 2ND 17+25.61, 87.63' LT 2ND 17+28.86, 98.34' LT 20.00' 11.34' 32°29'S5" 32.18 32.16 32.14 32.12 32.10 CURB RAMP TABLE LEFT RIGHT CURB RAMP WING WING LENGTH AT RAMP TYPE RAMP WIDTH RAMPWIDTH WIDTH CENTER POINTA(STA) POIINTB(STA) Sl% S2% S3% S4% S5% S6% S7% S8% S9% (MIN (MI (MI PERPENDICULAR A 1 7.17' 4.00' 7.17' 7.66' 2ND 16+93.47 2ND 16+96.32 0.25 7.50 6.73 7.22 1.55 0.86 1.50 0.89 NA PERPENDICULAR A 2 9.24' 4.00' 6.65, 9.01, 2ND 17+25.56 2ND 17+28.9) 0.50 7.00 6.08 7.25 0.86 1.50 1.25 0.69 WA N 0' 10, 20' SCALE: 1"=10' o "` METRO TRANSIT CAPITAL DIVISION 60 /o SUBMITTAL Jacobs AVILUR P. ENG RAPIDRIDE I LINE NOVEMBER 2021 King County C. WILCOX CHECKED. PROUECTN°, RENTON SEGMENT DRAWING NO. it S. FORMPN EW566E18 METRO INTERSECTION GRADING & CURB RAMP PLAN 106.02 No R-,WK N BY APPD DATE CHEC6m `DNiFADTN3 S 2ND ST & WHITWORTH AVE S G"�'"°' °F METRO PROJECT ENGINEER CXXXXXXXX 175 XXXX R-4214175