2515 VIRGINIA AVE 2024-07-05 - Laserfiche WebLink

MONOLITHIC THICKENED EDGE NOTES 3/8" FULL DEPTH EXPANSION CURB AND SIDEWALK1. SIDEWALKS SHALL BE A MINIMUM OF 4" THICK, AND 3/8" FULL DEPTH EXPANSION JOINT 30 MAX INTERVAL 611 SHALL BE COMMERCIAL MIX CONCRETE PER WSDOT JOINT 30' MAX INTERVAL MATCH HMA OR STANDARD SPECS, WITH AIR ENTRAINMENT(MIN 4.5 CURB FULL DEPTH JOINTS V-GROOVE CONTROL CONIC 1 R 2% MAX %, MAX 6.5 %). JOINT 1/4" DEEP 5' PAVEMENT 3/8" HALF DEPTH INTERVALS BETWEEN FULL = 4 2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL EXPANSION JOINT AND HALF DEPTH EXPANSION \ - 1 GENERALLY BE PLACED TO MATCH THOSE IN 15' INTERVALS JOINTS TYP \ ADJACENT CURB & GUTTER (WITHOUT PLANTER 3/8" BETWEEN FULL DEPTH HALF DEPTH 4 CRUSHED 00000.\/ //\\/ STRIP). MAXIMUM SPACING OF 30 FEET, FINAL 5� o°o j SPACING DETERMINATION SHALL BE DECIDED BY THE �- SURFACING o EXPANSION JOINT BASE COURSE, �0000/�' INSPECTOR IN THE FIELD. 15' INTERVALS COMPACTED 811 121' BETWEEN FULL TO 95% MAX 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN `r DEPTH DENSITY 95% OF MAXIMUM DENSITY. V-GROOVE CONTROL s %s MONOLITHIC CURB 4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS � JOINT 1/4" DEEP 6" AND BEHIND ROLL-CURB (STANDARD DRAWING 308). FROM FACE OF CURB '� %o & SIDEWALK SECTION 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A V-GROOVE CONTROL JOINT TRANSPARENT CURING COMPOUND COVERED BY 1/4" DEEP 5' INTERVALS �\� PER PLANS 6' MIN WATERPROOF PAPER OR PLASTIC SHEETING IN THE BETWEEN FULL AND HALFJQ' 1 R EVENT OF RAIN OR OTHER INCLEMENT WEATHER. DEPTH EXPANSION JOINTS TYP -i r'r 2% MAX CURING TIME SHALL BE FOR A MINIMUM OF 72 :. u=ii a viii_ HOURS. MONOLITHIC CURB & SIDEWALK \\ \\\\��ooo4O4O404040404040404040404040404 \\ \ii °°°°°°°°°°°o°°°°°°°° --= 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN TYPE E-1 CURB \�\�\\�� °��\�� %` „ EDGER HAVING A RADIUS AFTER FINAL BROOM TYPE E-1 CURB & SIDEWALK ��\�% F NISH IS COMPLETED, HMA OR CONIC 4" CRUSHED SURFACING PAVEMENT BASE COURSE, 7. SIDEWALKS ARE 6' MIN WIDE OR AS APPROVED BY THE COMPACTED CITY ENGINEER. 3/8" FULL DEPTH EXPANSION JOINT 30' MAX INTERVAL MATCH TYPE E-1 CURB TO 95% MAX DENSITY 8. FOR REPLACEMENT PROJECTS, CURB REVEAL SHALL CURB FULL DEPTH JOINTS MATCH EXISTING REVEAL, WHICH MAY BE LESS THAN TYPE E-1 CURB PLANTER STRIP & THE STANDARD 6". NEW CURB SHALL MATCH V-GROOVE CONTROL JOINT 1/4" DIMENSIONS AS SHOWN IN STANDARD DRAWINGS DEEP 5' INTERVALS BETWEEN FULL 3/8" FULL DEPTH EXPANSION SIDEWALK SECTION 307-309. AND HALF DEPTH EXPANSION JOINT 30' MAX INTERVAL JOINTS TYP V-GROOVE CONTROL 6' MIN 3/8" HALF DEPTH JOINT 1/4" DEEP 5' COLD JOINT (SEE NOTE 7) CEMENT CONCRETE 3 EXPANSION JOINT INTERVALS BETWEEN FULL 2% MAX SIDEWALK 15' INTERVALS BETWEEN AND HALF DEPTH EXPANSION HMA OR CONIC 30' FULL DEPTH JOINT JOINTS TYP PAVEMENT - 0 3/8" HALF DEPTH 0000 000 0000 0°° o00000000aoaoaoaoaoaoaoaoaoao °°°°°°°°°° 3 z EXPANSION JOINT 4 CRUSHED SURFACING BASE Z 15' INTERVALS BETWEEN TYPE A-1 COURSE COMPACTED TO 95% 30' FULL DEPTH JOINTS CURB & GUTTER --- g COLD JOINT w �s sem. SEE STANDARD MAX DENSITY DRAWING 307 TYPE A-1 CURB & SIDEWALK SECTION 0 y w s MATCH EXISTING CURB TYPE A-1 CURB & GUTTER REVEAL, SEE NOTE 8 z E V E R E T T PUBLIC WORKS REPLACED PAVEMENT - 025 "' 'I WASHINGTON DEPARTMENT TYPE A-1 =ii'a=ifiri_ ____ CURB iii—��1-i�l CURB & GUTTER — ll ——— City Engineer Section Manager CAD Manager Drawn By Current Rev Date - TOM HOOD NO HOOD PAUL WILHELM WRB 1/10/2022 EXISTING TITLE — STANDARD DRAWING No. PAVEMENT --- CEMENT CONCRETE CURB & TYPE A-1 CURB & SIDEWALK312 REPLACEMENT CURB DETAIL SIDEWALK DETAILS v�