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HomeMy WebLinkAboutR-429316rn 0 SIDEWALK � FACE OF CURB 6.5" 0 w (SEE SEC. FIG 3-012) NOTES: R1 5 511 A CURB, OR CURB FINISH GRADE z AND GUTTER 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CONCRETE III 3/8" EXPANSION JOINT (TYP) j 10% MAX CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. 5 2 PAVEMENT ASPHALT PAVMENT SEE DETAIL SEE DETAIL °.•` co 4' t�2 RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE WSDOT STANDARDS). DETECTABLE 7 8 3" PAVEMENT O .' WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 2 MIN c3io �— DETECTABLE WARNING ti� Q} 4 a e Qua a° PATTERN 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE ° ° _ SIDEWALK APPROVED BY THE COUNTY ROAD ENGINEER. 2a'°� �► o 10% MAX 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3-010. ° ° ° � 0° C ��°0��4 O° a° a. 0.5" e NOTE: g CONTRACTOR SHALL TOP OF CURB AT - e °; a 8 ° ° Q CONFORM TO WSDOT CEMENT CONC. �5 LANDING SHALL BE MINIMUM 4' X 4'. r /\/\� ��� ° DRIVEWAY APPROACH ' : `° SPEC. 8-04.3 SIDEWALK RAMP 6 4. TYPE 1A © CURB RAMP 1A MUST BE INSTALLED UNLESS OTHERWISE APPROVED. CURB RAMP 1AO 7. SEE FIGURE 3-001 FOR CURB AND SIDEWALK JOINT PLACEMENT. 8.25 PLAN LAYOUT 1 8" MIN 8" MIN NTS (:2 NTS NTS A '�F King County Curb Ramp Type 1A Asphalt Concrete Transition Vertical Curb WIDTH PER PLAN 4" CRUSHED SURFACING 4" HMA CLASS 1/2" ASPHALT BASE COURSE COMPACT CONCRETE PAVEMENT TO 95% MAX DENSITY SAWCUT TACK AND 2" CRUSHED SURFACING MATCH EX ASPHALT BASE COURSE COMPACT FULL DEPTH 12" TO 95% MAX DENSITY 4So ow o_U -,,``` o oo ❑o� ❑o���o ❑o���L 2 LAYERS 4" YELLOW PAINT ,,; �00- __7 STRIPE FOR FIRE ACCESS. 1 1 - 2 LAYERS 4" WHITE PAINT II II II II II II -1I II II II II II II II II STRIPE FOR ADA PARKING EXISTING ASPHALT J\ \ \ \ \ \ QC1 EX UNDISTURBED PAVEMENT SUB MUST BE COMPACTED TO a_ -BASE 95% MAX DENSITY PER ASTM D 1557 � 12" (MIN) STRUCTURAL FILL AS REQUIRED III w OR EXISTING SUBGRADE COMPACTED TO J 95% MAX DENSITY PER ASTM D 1557 NOTES: 1. ASPHALT PAVEMENT SHALL BE PLACED IN (2) LIFTS. FINAL LIFT SHALL BE CONSTRUCTED WITH THE OVERLAY OF THE EXISTING ASPHALT ONLY AFTER BUILDING IMPROVEMENTS ARE COMPLETE NTS 5 NTS 6 NTS NTS n a Not Used Not Used Blockout Striping Heavy Asphalt CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION WAS PROVIDED BY PACIFIC EARTH WORKS, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN FEBRUARY 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS 1 o NTS 11 Not Used Not Used A A. j �°" `AS4.41�0 RECORD DRAWINGS SE 2/28/25 SURVEYED: SCALE: CASCADE ELEMENTARY SCHOOL Doe 28 2025 � HORIZONTAL: N D 1983/1991 CITY �� r lam' DESIGNED:AJ/SSE FIELDBOOK: ` "' DRAWN: RENTON PAGE: (� DJD/AJJ PAVING AND FIELD IMPROVEMENTS DRAWING NO: NTS ONE INCH �E� s6T7�CE� CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. ADA CIVIL DETAILS C311 JAJ IF NOT ONE INCH SS,UNAL Not Used v�� APPROVED: SCALE ACCORDINGLY SHEET: OF: N0. REVISION BY DATE APPR 02 27 2Mr, JAJ 16 OF 4 0 LO 0 0 N A u R-429316