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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 PROJECT QUANTITIES UNITS QUANTITY DEMO WALK SF 170 SAWCUT WALK LF 10 REMOVE SOD LF 68 CONSTRUCT SIDEWALK SF 170 REPLACE SOD SF 68 REPAIR SPRINKLES LS 1 CITY PAID ITEMS SAWCUT ASPHALT LF 39 DEMO ASPHALT SF 70 DEMO CURB & GUTTER LF 35 CONSTRUCT CURB & GUTTER LF 35 CONSTRUCT ASPHALT PATCH SF 70 ADD ALTERNATE: DEMO WALK SF 161 DEMO DRIVE SF 111 REMOVE SOD SF 20 SAWCUT WALK LF 10 SAWCUT BACK OF CURB LF 32 CONSTRUCT WALK SF 50 CONSTRUCT DRIVE SF 222 REPLACE SOD SF 20 REPAIR SPRINKLERS 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 SAWCUT 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. REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS BEGIN ADD ALTERNATE WORK END ADD ALTERNATE WORK SAWCUT WALK SAWCUT BACK OF CURB 1.5" TALL TRANSITION SAWCUT BACK OF CURB TRANSITION SAWCUT BACK OF CURB REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DRIVE WALK SAWCUT ASPHALT (CITY) SAWCUT WALK SAWCUT WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO 2' STRIP OF ASPHALT (CITY) DEMO 2' CURB & GUTTER (CITY) SAWCUT ASPHALT (CITY) SAWCUT ASPHALT (CITY) 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 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. CONST. DRIVE CONST. WALK RETAIN & PROTECT PLANTER BED CONST. WALK CONST. 2' SOD STRIP REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS END ADD ALTERNATE REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS BEGIN ADD ALTERNATE CONST. WALK SLOPE WALK 2% MAX SLOPE DRIVE DOWN TO WALK GRADE 5' 22.2' 5' CONST. ROLLED CURB & GUTTER (CITY) CONST. ASPHALT PATCH (CITY) 34.68' 33.98' 12" 2.0% 4 ROLLED 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%. CONCRETE WALKWAY WHERE SHOWN 6" BASE COURSE CONCRETE AC ROADWAY SECTION TACK COAT AT INTERFACE FULL DEPTH PREMOLDED EJF, 12" x 6" 2'-0" 8" R12" R15" ROLL ASPHALT WITH 14" ABOVE LIP OF CURB 1" 3 STANDARD ASPHALT NOT TO SCALE 3" THICK ASPHALT PAVING 1 2" AGGREGATE 10" THICK PIT RUN FROM CURTIS PIT OR ENGINEER APPROVED EQUAL PREPARED SUBGRADE 3" THICK ROAD BASE FROM ANDERSON PIT OR ENGINEER APPROVED EQUAL 1 1 1