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Home My WebLink AboutR-387517V189.00 LTV \ �� 21+91.92-1 \ 3.00 LT wLU z \ z � ))3 U LL.I w z \ o LU z \ i c/) \ r1` l n I 1 o 6 STA 21+39.50 16.50 RT TO 18.50 RT 5 \ I I CPA CURB BULB DATA NW 1/ SEC 9, T 23 N, R 5 E, W.M. O A R/W 5 342 - CUT 19 1 GV� 22 --- ----- CUT- - ---- - pal 5. R/W,, i 17 END PARKING CROSS -SLOPE 17 \ TRANSITION �-___ II \ FLOW EL - 339.23' I \ 17 17 O- ko \-----'----------�[ \ \ EET MD7 FOR - SEE SHEET MD6 FOR ADDITIONAL INFORMATION ° ADDITIONAL INFORMATION 0 \ - O rh \ \ SIDEWALK/DRIVEWAY POINT TABLE CURVE STATION (OFFSET) FLOW LINE DESCRIPTION ELEVATION 21+39.50 (16.00' RT) 338.63 PC R=10' C29 21+46.64 (13.00' RT) 338.60 PRC 21+53.78 (10.00' RT) 338.58 PT R=10' 21+51.00 (16.00' LT) 339.08 PC R=10' C30 21+58.14 (13.00' LT) 339.06 PRC 21+6 28 1 00' LT 33 04 T R=10' 2+ 4.82 2.00 L 339.13 PRC R=10' C31 + - L 339.11 PRC 18.00 LT 339.07 R=10 22+88.17 FCC 339.57 PCC R_10' C32 + 339.60 339.67 PRC 339.64 R=10' 23+89.67 13119.76 PT 24+35.96 (47.00' LT) 340.00 PC R=10' C33 24+39.00 (54.13' LT) 34011 PRC 24+42.04 (61.25' LT) 340.23 PT R=10' DEKo �\ of SN ti� CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 49442 a UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ �Fss/ONq� EENG\�� tskjq Seattle, Washington 98104 2� POINT STATION (OFFSET) ELEVATION 1 21+25.50 (18.50' LT) 339.49 2 21+25.50 (24.50' LT) 339.58 3 21+30.50 (24.50' LT) 339.60 4 21+30.50 (18.50' LT) 339.51 21+5 00 1 50' LT 33 6 2+ 2.85 339.64 6 + L 339.77 7 339.}16 8 23+07.89 (24.50' LT) 339.85 9 23+12.38 (24.50' LT) 339.87 +1 . 10339.79 �9- + 339.99 11 12 23+51.83 (24.50' LT) 340.07 13 23+56.31 (24.50' LT) 340.09 jj + , L 340.01 14 15 23+76.04 3434g}� *STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE IS MEASURED TO THE TOP -BACK OF CURB RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING 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 GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY A 4" CST ®2 HMA CL 1 2" PG 64-2 0 LAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) O6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MOB + + + LANDSCAPE (SEE PP DRAWINGS) - FILL- FILL LINE SCALE UWAMENEENEW - CUT- CUT LINE 20 0 20 FEET 40 KEY MAP 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. OCONSTRUCT 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 C2B 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 MD2. 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. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). 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. 61 1"=20' °" °w°�"'°"' O CITY OF RENTON a/tots u BurR � CITY OF SUNSET LANE NE IMPROVEMENTS '°a°°" 2 DID 5 1 DID J. BEAN RENTON ,w 1 LKM 121316 DID "E° - DATUM PL4 NE°D. DEKOEKKOEK Planning/Building/Public Works Dept. No. REVISION BY DATE APPR P-D, DE BOLDT PAVING AND GRADING PLAN 17 °°9, *STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE IS MEASURED TO THE TOP -BACK OF CURB RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING 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 GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY A 4" CST ®2 HMA CL 1 2" PG 64-2 0 LAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) O6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MOB + + + LANDSCAPE (SEE PP DRAWINGS) - FILL- FILL LINE SCALE UWAMENEENEW - CUT- CUT LINE 20 0 20 FEET 40 KEY MAP 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. OCONSTRUCT 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 C2B 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 MD2. 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. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). 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. 61 1"=20' °" °w°�"'°"' O CITY OF RENTON a/tots u BurR � CITY OF SUNSET LANE NE IMPROVEMENTS '°a°°" 2 DID 5 1 DID J. BEAN RENTON ,w 1 LKM 121316 DID "E° - DATUM PL4 NE°D. DEKOEKKOEK Planning/Building/Public Works Dept. No. REVISION BY DATE APPR P-D, DE BOLDT PAVING AND GRADING PLAN 17 °°9,