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HomeMy WebLinkAboutR-387519Q w 6 W z LU z a J LU z to NW 1/ SEC 9, T 23 N, R 5 E, W.M. i I� ASAWCUT LINES AND REMOVE EXISTING STA 1 88.35 STA 72+39.50 PAVEMENT HATCH REMOVED ^ `� �. STA 40.86 3.0 T (4.6 T R/W 18 3.25 RT I STA 73+94.00 / \/„ 0.00 G GLENNWOOD AVE NE � X-�__X p0 74 25 M - / - OP N STA 60.42 o STA 7 6. 3. T S48.01 A S+55.92 3.5 T 21 0. \ 4 8R/W 3. T / STA 71 .00 STA 2.52 3.58 STA 94.00 3.7 T 10.28 TO 13.31 RT STA 61.90 STA 73+94.00 10.85 RT 4.6 T EDGE OF EXISTING ROADWAY i STA 40.77 NORTH OF STA 71+54 IS 8 5 APPROXIMATE AND IS NOT BASED ON SURVEY DATA. PAVEMENT RESTORATION SHALL EXTEND TO EDGE OF EXISTING ROADWAY. 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. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 DEKo �` of e� SN m \ 49442 p �F�s/NNAL EENG\� LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY 4" CSTC 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 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) 61GNFJ HUYLAR J. BEAN 1 DID $ 18 DID ---D. DEKOEKKOEK N0. REVISION BY DATE APPR 11R-DP DE BOLDT - FILL- FILL LINE - CUT- CUT LINE SCALE 20 0 20 40 FEET 1 "=20' xaoM w�3i�ssn DATUM 11 CITY OF RENTON Planning/Building/Public Works Dept. 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 C26 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. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS PAVING AND GRADING PLAN 4/2016 PL6 19 �5