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HomeMy WebLinkAboutR-421482rl 3 I No E 60% SUBMITTAL REV61pN TAL-21 LINE i SEE NOTE 2 VARIES SEE NOTE 2 EXISTING GROUNDJ LT SIDE IMPROVEMENTS TAL-21 25+82 TO TAL-21 26+11 VARIES RT SIDE IMPROVEMENTS TAL-21 25+75 TO TAL-21 25+87 RT SIDE IMPROVEMENTS TAL-21 27+76 TO TAL-21 29+00 TYPICAL SECTION F SCALE: NTS (TALBOT RD S) TAL-21 25+75 TO TAL-21 29+00 LT SIDE IMPROVEMENTS TAL-21 56+28 TO TAL-21 56+40 BY I APP'D I -ATE TAL-21 LINE VARIES VARIES EX 0.V-3.V 5.V-10.0' LANE TTR AVEL LANE EX SIDEWALK/ SHOULDER STATION SEE NOTE 8 B 7 0.5' — a 20% 1.5% OUNDI TYPICAL SECTION G SCALE: NTS (TALBOT RD S) TAL-21 56+28 TO TAL-21 57+36 .;acobs RT SIDE IMPROVEMENTS TAL-21 56+86 TO TAL-21 57+36 A. VIL MNLIMGNEO It SF0cNEc� METRO PROJECT ENGINEER 749 WALL, 5 P. ENS King County METRO PNG,EG E08588E18 E18 �3 GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE ROW, SURVEY CONTROL& ALIGNMENT PLANS FOR ROW INFORMATION. 3. SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL IMPROVEMENTS. 4. SEE LANDSCAPING PLANS FOR PLANTING LAYOUT. 5. SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL. 6. SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN GUARDRAIL. 7. SEE STATION PLANS FOR LOCATION AND DEPTH OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS. 8. SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD. 9. SEE PAVING PLANS FOR LOCATION OF BOLLARDS. 10. PAVEMENT SECTIONS MAY BE MODIFIED PENDING GEOTECHNICAL PAVEMENT RECOMMENDATIONS. TYPICAL SECTION NOTES OHMA CL. 12IN. PG 50H-22 OHMA CL.1 IN. PG 58H-22 OCRUSHED SURFACING BASE COURSE (CSBC) 4O CEMENT CONCRETE SIDEWALK PER CITY OF RENTON, STD PLAN 102 OCRUSHED SURFACING TOP COURSE (CSTC) OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON, STD PLAN 101 7 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON,STD PLAN 101 O8 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62. TYPICAL SECTION LEGEND HMA CSBCICSTC CONCRETE PAVEMENT LANDSCAPING METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT ROADWAY TYPICAL SECTIONS NOVEMBER 2021 MWING NO'. C GNEE N3 82 XXXX R-421482