Full Text
DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED 1 ADDENDUM 1 DRW 03/29/21 NO. REVISIONS BY DATE DRW DRW BR BR 20-029 03/29/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/29/21 0' 10' 20' 40' 60' Scale: 1"=20' GRAPHIC SCALE N PROJECT QUANTITIES UNITS QUANTITY DEMO WALK SF 233 SAWCUT WALK LF 19 CONSTRUCT SIDEWALK SF 293 DRIVEWAY RUNNING THROUGH THE SIDEWALK IS PART OF THE DRIVE AND NOT PART OF THE SIDEWALK CONSTRUCT WALK TO THE SAME LINE AND GRADE AS THE PREVIOUS WALK UNLESS NOTED OTHERWISE EXCAVATE TO THE LINE AND GRADE FOR THE WALK AND DRIVE, SEE DETAIL FOR DEPTHS THE NATIVE SOIL IS GOOSE CREEK SILT. THIS SOIL MAYBE DIFFICULT TO WORK DURING WET WEATHER. SCHEDULE WORK TO KEEP EXCAVATION DRY OR PROVIDE OTHER MEANS TO KEEP THE SOIL FROM BEING SATURATED CALL CITY ENGINEER FOR INSPECTION AT THE FOLLOWING: · EXCAVATION, · PLACEMENT OF PIT RUN · PLACEMENT OF UNTREATED AGGREGATE BASE · PLACEMENT OF ROAD BASE · PLACEMENT OF CONCRETE DO NOT COVER WORK UNTIL ENGINEER HAS INSPECTED EACH LAYER OF THE WORK DEMO WALK 2 1 SECTION A PLAN 4. EDGE SIDEWALK WITH 1/2" RADIUS EDGING TOOL. ROUND EDGES AT EXPANSION JOINTS TO A RADIUS OF 1/2". 5. USE HAIR-BROOM BRUSH TO FINISH SIDEWALKS. 6. UNLESS OTHERWISE SPECIFIED CONSTRUCT SIDEWALK TO A WIDTH AS SHOWN ON SITE PLAN. 7. USE MICRO MESH IN CONCRETE AT 1.5 POUNDS PER CUBIC YARD. 8. COMPACT NATIVE SOILS PRIOR TO PLACING AND COMPACTING UNTREATED BASE LAYER. 9. MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE W/ BURLEY CITY STANDARD SPECIFICATIONS AND THE 2020 ISPWC STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 1 CONCRETE SIDEWALK NOT TO SCALE A 2 4 5 3 4" COMPACTED UNTREATED AGGREGATE BASE COURSE PREPARED SUBGRADE SCORE LINE 1" DEEP 1. USE MONOLITHIC CONSTRUCTION 4" THICK EXCEPT AT DRIVEWAYS. WALKS TROUGH DRIVEWAYS ARE PART OF THE DRIVEWAY AND NOT COUNTED AS SIDEWALK. 2. PLACE SCORE LINES AT INTERVALS EQUAL TO 1 TIMES THE WIDTH OF THE SIDEWALK UNIFORMLY PLACED ALONG LENGTH OF SIDEWALK. PLACE EXPANSION JOINTS AT 50-FOOT MAX SPACING. 3. USE 1/2" EXPANSION JOINT FILLER MADE OF PREMOLDED BITUMINOUS OR SIMILAR MATERIAL AT INTERSECTIONS WITH PERPENDICULAR SIDEWALKS, DRIVEWAYS, STAIRS, OR BUILDINGS. SEAL JOINT WITH POLYURETHANE BASED SEALANT. SAWCUT WALK 1 SAWCUT WALK ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED 1 ADDENDUM 1 DRW 03/29/21 NO. REVISIONS BY DATE DRW DRW BR BR 20-029 03/29/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/29/21 0' 10' 20' 40' 60' Scale: 1"=20' GRAPHIC SCALE N CONST. WALK 1 24.51' 9.5'