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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 18th Street Overland Ave. PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING DRIVE SF 139 DEMO EXISTING WALK SF 631 SAWCUT WALK LF 10 REMOVE SOD SF 1082 SAWCUT CURB LF 108 CONSTRUCT WALK SF 631 CONSTRUCT DRIVE SF 809 REPLACE SOD SF 158 CONSTRUCT CURB WALL LF 20 CONSTRUCT SHED CURB LF 129 4" WHITE PAINT STRIPES EA 9 REPAIR SPRINKLER SYSTEM LS 1 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 2 1 SECTION A PLAN NOTES: 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. 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 DEMO WALK DEMO DRIVE RETAIN & PROTECT APRON REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT BACK OF CURB 107.91' REMOVE SPRINKLERS SEE SITE PLAN FOR SOD TO BE REPLACED SEE SITE PLAN FOR NEW SOD SAWCUT WALK SAWCUT WALK 1 ---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 CONST. CURB WALL CONST. DRIVE REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. SHED CURB CONST. 4" WHITE PAINT STRIPES 9.98' 103.24' 9.36' R1' R5' 12.73' 22.39' 17.81' RAMP DOWN CURB TO MATCH EXISTING XERISCAPE BY OWNER 19.25' 2 DRIVEWAY PAVING NOT TO SCALE 6" THICK CONCRETE PAVING W/ MICROMESH FIBERS, 1.5 LBS PER CYD 4" THICK UNTREATED AGGREGATE BASE PREPARED SUBGRADE 8" THICK PIT RUN NOTES: 1. USE MONOLITHIC CONSTRUCTION 6" THICK. 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 DRIVE UNIFORMLY PLACED ALONG LENGTH OF SIDEWALK. PLACE EXPANSION JOINTS AT 30-FOOT SPACING. 3. USE 1/2" EXPANSION JOINT FILLER MADE OF PREMOLDED BITUMINOUS OR SIMILAR MATERIAL AT INTERSECTIONS WITH PERPENDICULAR SIDEWALKS, STAIRS, OR BUILDINGS. SEAL JOINT WITH POLYURETHANE BASED SEALANT. 4. EDGE SIDEWALK WITH 1/2" RADIUS EDGING TOOL. ROUND EDGES AT EXPANSION JOINTS TO A RADIUS OF 1/2". 5. USE STIFF-BROOM BRUSH TO FINISH DRIVES. 6. UNLESS OTHERWISE SPECIFIED CONSTRUCT DRIVE TO A WIDTH AS SHOWN ON SITE PLAN. 7. USE MICRO MESH IN CONCRETE AT 1.5 POUNDS PER CUBIC YARD. 8. COMPACT NATIVE SOIL PRIOR TO PLACING PIT RUN MATERIAL AND REMOVE SOFT SPOTS. 9. COMPACT PIT RUN AND UNTREATED AGGREGATE BASE TO NOT LESS THAN 95% OF MAXIMUM DENSITY 10. MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL BE IN ACCORDANCE W/ BURLEY CITY STANDARD SPECIFICATIONS AND THE 2020 ISPWC STANDARDS FOR PUBLIC WORKS CONSTRUCTION. 6" 6" 1'-6" 3 6" CURB WALL NOT TO SCALE FINISH GRADE #4 REBAR 1-1/2" R TACK COAT PROVIDE 4" UNTREATED BASE COURSE UNDER CURB WALL 2'-0" 6" 18" 6" 13" 7" 6" 4 SHED CURB & GUTTER NOT TO SCALE NOTES: 1. PROVIDE TOOLED JOINTS NOT TO EXCEED 15 FT ON CENTER AND NOT LESS THAN 10 FT ON CENTER. 2. PLACE FULL DEPTH THRU JOINTS W/ 1/2"x6" PREMOLDED JOINT FILLER AT POINTS OF TANGENCY AND AT 25 FT INTERVALS, MINIMUM. 3. TOP OF CURB MAX SLOPE = 2.0%. PLACE CONCRETE FLUSH WITH LIP OF CURB CONCRETE DRIVEWAY SECTION 6" BASE COURSE CONCRETE XERISCAPE BY OWNER 1 1 ---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 MATCH GRADE OF DRIVEWAY AND WALK MATCH GRADE OF SAWCUT CURB