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HomeMy WebLinkAboutR-394967C7 CM 0 LLJ U N v7 W N w v ry Q m 0 Q 0 Q O rn M N O N Ln N M M i �1 70 a- u u7 N N a) a� V) 0 U 1-11 a� r� a a 0 a� Ln N N i 00 U L �I w ■■ I I I I I I c� @G5.F K I RAD=1c A=41°0 L=11.2 I I I ■ RAD=20.76' A=13°50'08' I L=5.01--� I I I I RAD=21• A=14°0E L= 5.4 STA C12+91, END CURB A� qTO ('1')4-Qa '7(1' PT SHATTUCK AVE S AND S 3RD ST — SE CORNER PLAN SCALE: 1"=5' KEY NOTES OSAWCUT & REMOVE EXIST SIDEWALK CURB AND GUTTER TO NEAREST JOINT PAST MATCH LINE. OCONSTRUCT PERPENDICULAR CURB RAMPS PER WSDOT STD PLAN F-40.15-03 OFURNISH AND INSTALL RED DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-02 OCONSTRUCT CEMENT CONC CURB PER COR STD PLANS 101 AND 103. OCONSTRUCT CEMENT CONC SIDEWALK PER COR STD PLAN 102 OINSTALL HMA TO MATCH EXIST PAVEMENT THICK, SEE ROADSIDE DETAIL SHT R-40 OADJUST EXIST UTILITY BOX/VAULT/MH TO FINISHED GRADE, BY OTHERS 12 PROTECT EXIST PEDESTRIAN SIGNAL POLE 13 PROTECT EXIST UTILITY VAULT/BOX 14 PROTECT EXIST PED PUSH BUTTON 19 REFER TO SD SHT SD-8 FOR STORM IMPROVEMENTS 20 REMOVE AND REINSTALL THERMAL PLASTIC CROSSWALK LINE PER COR STD PLAN 127 22 PROTECT EXIST BUILDING NOTICE ARC RECORD 0 Y2 1 DESIGNED DRAWINGS ARC DRAWN murraysmirth IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION i I I I I c I I IRIM EL=30.8 I TC=31.28� oo FL=30.83 I TC=30.76 FL=30.76� EL=30.77—,,, EL=30.81±� MATCH EXIST I Ti-1. EL=30.76± MATCH EXIST EL=30.71 TC=30.70 FL=30.70 EL=30.76f_,,--"- MATCH EXIST EL=30.63E o MATCH EXIST I I I I I N 0 I EL=30.96E MATCH EXIST TC=31.3 EXIST FL=30.9 EXIST v EL=31.41E MATCH EXIST • \EL=31.40E . • o LI MATCH EXIST EL=31.44E c MATCH EXIST EL=31.54E 1.7°�° MATCH EXIST w EL=31.38E MATCH EXIST SHATTUCK AVE S AND S 3RD ST — SE CORNER GRADING SCALE: 1"=5' CURB RAMP LEGEND SLOPE AS SHOWN (MAX 2.0% FINISHED SURFACE SLOPE) —0- SLOPE AS SHOWN (MAX 8.3% FINISHED SURFACE SLOPE) F0701 TRUNCATED DOME DETECTABLE WARNING SURFACE ® 1.5% MAX. SLOPE LANDING IN ALL DIRECTIONS RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT r'--, SAWCUT AND PAVEMENT PATCH LIMITS 2' MIN. FROM L__J FACE OF CURB OR GUTTER PAN TO MEET CROSS SLOPE REQUIREMENTS (SEE TYPICAL SIDEWALK RAMP REPLACEMENT SECTION DETAIL, SHT. R-40) � PAY LIMIT CURB RAMP DETAILS — 3 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE R-394967 SHEET R-33 113 Of 121 January 2021