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HomeMy WebLinkAboutR-387526FLOW EL �4' (EX) Q 340.21 17 13 w 16 z Z 15 w o Z 154 GRADE J D a W e + J K Cn Z 13 DD + J 12 tl) 1 9 + G H 1 8 e10 1 a 9 2 .. D° 3.. 5 D + + + ++ -. ++ ++ + + + + + -F pa D • .' 7 6 - - D 12 c L L r7. N 1 a6 C F (12.00' LT) (36.87' LT) 28 GRADE BREAK FUTURE DETECTABLE WARNING SURFACES BY OTHERS CR9-CURB RETURN DATA FLOW EL t 348.73 (EX) 340.42 18 20 19 + 21 13 22 + F + 23 + eF + BEGIN TRANSITION RAMF D p + + FLOW EL = 340.56 + CURB BULB DATA + + + .° + + 24 + e + + + + + + D + + + e + + + 25 + + + 2726 + + 34+ 37 C NE 1OTH ST & SUNSET LANE NE R L VERTICAL PC = STA 23+90.90 (18.08' Ef) FLOW LINE r = 89'42'18" PC= R = 25.00' 1 /4= L = 39.14' 1 /2= T = 24.87' 3/4= PT = STA 24+15.90 (34.87' LT) PT = CENTER RADIUS - STA 23+90.90 (35�-^-o=T Wv (37.13' LT) 1 339.72 340.02 340.15 340.22 340.23 (12.00' LT) (37.00' LT) GRADE BREAK CR10-CURB RETURN DATA R L VERTICAL PC = STA 24+35.90 FLOW LINE 0 = 90' 17'42" PC= 349.27 R = 25.00' 1 /4= 340,45- L = 39.40' 1 /2= 4� T = 25.13' 3/4= ' PT = STA 24+60.90 44.. 4 -'6:. - PT = CENTER RADIUS - STA 24+60.90 (36.90' L-T� * L T C R D * 0 L I S C U I INTERSECTION INTERSECTION CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o D E S 0�. F \ 49442lp p �" T0NAL EENG\�21t21I 24+04.30 (15.89' LT' 24+10.33 (21.26' LT, 24+12.56 24+15.50 24+36.32 24+39.26 (24.50' LT) 24+42.33 (20.28' LT) 24+48.30 (15.41' LT) (12.50' LT) (12.50' LT) (12.00' LT) (15.06' LT) 24+15.83 24+36.00 (15.07' LT) (12.00' LT) SIDEWALK/DRIVEWAY POINT TABLE POINT STATION (OFFSET) ELEVATION 1 23+76.04 (32.50' LT) 340.31 2 23+76.04 (24.50' LT) 340.19 3 2 +04.35 (2 .50' LT 34 34 4 24194.29 (, T 5 24+10.35 (24.50' LT) 340.23 s 24119.32 T4 (1 7 ^44-. 4.50' LT) 8 24+02.39 (32.50' LT) 340.45 9 24+04.40 (34.50' LT) 340.49 10 24+10.39 (32.50' LT) 340.35 11 24+15.78 (32,e15^e 6T) 340i6 12 24+10.42 (38.47' LT) 340.41 13 24+04.42 (39.44' LT) 340.52 14 24+14.48 (50.95' LT) 15 24+09.50 (55.03' LT) 16 24+09.52 (59.03' LT) 349.89 17 24+09.56 (66.03' LT) MATCH EX 18 24+47.11 (74.97' LT) MATCH EX 19 24+48.61 (74.97' LT) MATCH EX 20 24+52.61 (74.95' LT) MATCH EX 21 24+58.40 (74.92' LT) MATCH EX 22 24+48.57 (67.97' LT) 341.16 23 24+59.00 (67.50' LT) MATCH EX 24 24+59.00 (47.50' LT) 342.79 (EX) 25 24+48.40 (34.50' LT) 340.73 26 24+50.39 (32.50' LT) 340.79 27 24+42.39 (32.50' LT) 340.61 28 ­4+4ear(32.50' LT) 29 24+42.35 (24.50' LT) 340.66 30 24.3-2 ---- - 349.47 31 241 42.32 ___ _ 32 24+48.35 (24.50' LT) 340.77 33 34 24+63.00 (32.50' LT) 341.36 35 24+63.00 (24.50' LT) 36 24+63.00-� 37 24+69.00 (32.50' LT) 38 24+69.00 (24.50' LT) 39 24+69.00-4440'-6,TT RAISED INTERSECTION DATA POINT STATION (OFFSET) ELEVATION A 23+90.90 (1949'' 6r4 B 23+90.90 (0.00') 339.96 C 23+90.90 (10.00' RT) 339.76 D 24+02.90 E 24+02.90 (0.00') 340.52 F 24+02.90 (10.00' RT) 340.32 G24 15.90(35.00' LT) 340.27 H 24+25.90 (35.00' LT) 340.32 1 (35.00, LT) J 24+15.96 (47.00' LT) 340.00 K 24+25.96 (47.00' LT) 340.05 L 24+35.96 (47.00' LT) 340.00 M 24+48.90 (!3,97-N} N 24+48.90 (0.00') 340.99 0 24+48.90 (10.00' RT) 340.79 P 24+60.90(1668' EFL (0.0 30. R 24+60.90 (10.00' RT) 340.55 * FLOW LINE ELEVATION IF AT CURB mmxeJ HUYLAR J. BEAN 1 LKM 2 21 16 DID nmxmD. DEKOEKKOEK N0. REVISION BY I DATE I APPR "PA P DE BOLDT w�3 ss„ �� DATUM 340.11 340.17 340.19 340.25 340.56 340.68 340.72 340.91 340.32 340.49 340.59 340.74 341.24 341.06 341.51 341.39 340.71 339.72 340.10 340.27 340.75 CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. (DCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD1. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. i6 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MOB. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG ALl). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. 2. SEE DWG MOB FOR RAISED INTERSECTION DETAILS AND CROSS -SECTIONS. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC d e SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 LANDSCAPE (SEE PP DRAWINGS) L LONGITUDINAL JOINT WITH TIE BARS PER DETAIL ON DWG MD1 T TRANSVERSE JOINT WITH DOWELS PER DETAIL ON DWG MD1 RECORD DRAWING 340.51 THIS RECORD DRAWING WAS PREPARED USING SCALE INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR 10 0 10 20 FEET GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. ® CITY OF CITY OF RENTON IMP SUNSET LANE NE IMPROVEMENTS RENTON Planning/Building/Public Works Dept MISCELLANEOUS DETAILS �B0/2016 MD7 7.0 26 9