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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 . . . . 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING DRIVE SF 945 DEMO EXISTING WALK SF 208 SAWCUT WALK LF 10 SAWCUT DRIVE LF 10 REMOVE SOD SF 163 CONSTRUCT WALK SF 208 CONSTRUCT DRIVE SF 945 REPLACE SOD SF 163 REPAIR SPRINKLER SYSTEM LS 1 0' 10' 20' 40' 60' Scale: 1"=20' GRAPHIC SCALE N REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO WALK DEMO DRIVE RETAIN & PROTECT GUTTER PAN RETAIN & PROTECT TREES 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 SAWCUT WALK SAWCUT WALK SAWCUT DRIVE AT APRON ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. WALK CONST. DRIVE CONST. WALK REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 39.58' 12.92' 12' 10' 11' 35.34' 12' 2.29' 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. ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING DRIVE SF 371 DEMO EXISTING WALK SF 247 SAWCUT WALK LF 5 REMOVE SOD SF 91 CONSTRUCT WALK SF 220 CONSTRUCT DRIVE SF 542 REPLACE SOD SF 91 REPAIR SPRINKLER SYSTEM LS 1 SAWCUT WALK (CITY) LF 5 DEMO WALK (CITY) SF 50 DEMO ROLLED C&G (CITY) LF 31 SAWCUT ASPHALT (CITY) LF 35 DEMO ASPAHLT (CITY) SF 63 CONSTRUCT WALK (CITY) SF 50 ASPHALT PATCH (City) SF 63 ROLLED C&G (City) LF 31 REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO DRIVE DEMO WALK RETAIN & PROTECT C&G SAWCUT ASPHALT 2' WIDE DEMO CURB & GUTTER & ASPHALT PROPERTY LINE, ALL WORK NORTH OF THE PROPERTY LINE TO BE PAID BY THE CITY CURB & GUTTER AND ASPHALT IN FRONT OF LID PROPERTY TO BE PAID BY CITY 10' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE 5' 1.25' 44.1' 4 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. 20.63' 5.51' 17.12' CONST. ROLLED C&G CONST. ASPHALT PATCH 2 STANDARD ASPHALT NOT TO SCALE 3" THICK ASPHALT PAVING 5" THICK AGGREGATE BASE PREPARED SUBGRADE 15" THICK PIT RUN 3 ROLLED CURB & GUTTER NOT TO SCALE 2'-0" 14" 10" 2.0% 7" 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. CONCRETE WALKWAY WHERE SHOWN 6" BASE COURSE CONCRETE AC ROADWAY SECTION ROLL ASPHALT WITH 14" ABOVE LIP OF CURB TACK COAT AT INTERFACE FULL DEPTH PREMOLDED EJF, 12" x 6" 1.25" 31.22' CONST. WALK PROPERTY LINE, ALL WORK NORTH OF THE PROPERTY LINE TO BE PAID BY THE CITY CURB & GUTTER AND ASPHALT IN FRONT OF LID PROPERTY TO BE PAID BY CITY ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING WALK SF 361 SAWCUT WALK LF 30 REMOVE SOD SF 71 CONSTRUCT WALK SF 251 CONSTRUCT DRIVE SF 110 REPLACE SOD SF 71 REPAIR SPRINKLER SYSTEM LS 1 REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK 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 WALK SAWCUT BOTH SIDES OF WALK DEMO TYP. ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. WALK CONST. WALK 25' 2.24' 17.81' CONST. DRIVE 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. 20' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING WALK SF 320 SAWCUT WALK LF 5 REMOVE SOD SF 142 CONSTRUCT WALK SF 280 REPLACE SOD SF 142 REPAIR SPRINKLER SYSTEM LS 1 SAWCUT CURB (CITY) LF 10 ADA RAMP (CITY) 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 REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS REMOVE 2' STRIP OF SOD AT SIDE OF WING WALLS REMOVE SOD AT WING WALLS RETAIN & PROTECT SPRINKLERS RETAIN & PROTECT FENCE SAWCUT BACK OF CURB FOR ADA RAMP THE CITY OF BURLEY WILL PAY FOR THE SAW CUT FOR THE ADA RAMP AND THE ADA RAMP. ALL OTHER WORK WILL BE PAID BY THE PROPERTY OWNER 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 . . . . 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. ADA RAMP WITH DOMES (CITY) CONST. 2' STRIP OF SOD, REPAIR SPRINKLERS CONST. 2' STRIP OF SOD, REPAIR SPRINKLERS 39.58' 9.48' 55.98' 10' 2 ADA RAMP NOT TO SCALE NOTES: 1 MAXIMUM RAMP SLOPE = 8.33% (12:1). 2 CROSS SLOPE = 2.00%. 3 CURB RAMPS REQUIRE A MINIMUM LANDING WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. NOTES: 1. SITE CONDITIONS WILL VARY, SEE SITE PLAN FOR DIMENSIONS. 2. PLACE 4" COMPACTED UNTREATED BASE COURSE UNDER ALL CONCRETE FLATWORK. 3. COMPACT NATIVE SOILS PRIOR TO PLACING UNTREATED BASE COURSE. 4. LOCATE CURB CUT WITHIN CROSSWALK. 5. RAMP GRADE BREAK MUST BE PERPENDICULAR TO THE RUNNING SLOPE. 6. CROSS SLOPE NOT TO EXCEED 2% ON ANY PORTION OF RAMP OR TRANSITION TO STREET. 5' MAX. 1/2" EXPANSION JOINT (TYP) GRASS STRIP SIDEWALK 3 LANDING 8"W X 6"D (TYP) 2 3 DETECTABLE WARNING SURFACE 1/2" EXPANSION JOINT (TYP) 4' MIN. 1 30" WING WALLS TYPICAL 8' THE CITY OF BURLEY WILL PAY FOR THE SAW CUT FOR THE ADA RAMP AND THE ADA RAMP. ALL OTHER WORK WILL BE PAID BY THE PROPERTY OWNER ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING DRIVE SF 84 DEMO EXISTING WALK SF 230 SAWCUT WALK LF 41 REMOVE SOD SF 96 CONSTRUCT WALK SF 230 CONSTRUCT DRIVE SF 84 REPLACE SOD SF 96 REPAIR SPRINKLER SYSTEM LS 1 REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO DRIVE 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 RETAIN & PROTECT REMAINDER OF DRIVE & WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT WALK SAWCUT WALK SAWCUT DRIVE SAWCUT WALK SAWCUT DRIVE ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 12' 7' 41' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 REMOVE SOD SF 1430 CONSTRUCT WALK SF 235 CONSTRUCT DRIVE SF 857 REPLACE SOD SF 344 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 EXIST. SOD FOR WALK AND DRIVE RETAIN & PROTECT SPRINKLERS EXIST. DRIVEWAY CURB CUT 9' 3' 49.11' 21' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXIST. 20' DRIVEWAY CURB CUT CONST. WALK CONST. WALK CONST. 2' SOD STRIP REPAIR SPRINKLERS CONST. 2' SOD STRIP REPAIR SPRINKLERS 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. EXPANSION JOINT 46' 18' 1' 47.13' 5' 5' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 PROJECT QUANTITIES UNITS QUANTITY SALVAGE BRICK PAVERS SF 164 DEMO EXISTING WALK SF 221 SAWCUT WALK LF 50 REMOVE SOD SF 20 CONSTRUCT WALK SF 166 CONSTRUCT DRIVE SF 219 REPLACE SOD SF 20 REPAIR SPRINKLER SYSTEM LS 1 DEMO WALK REMOVE & SALVAGE TO OWNER BRICK PAVERS REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO WALK DEMO WALK DEMO WALK RETAIN & PROTECT FLOWER BED RETAIN & PROTECT FLOWER BED SAWCUT BOTH SIDES OF WALK SECTION TO BE REMOVED TYP. SAWCUT BOTH SIDES OF WALK SECTION TO BE REMOVED TYP. ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. DRIVE CONST. WALK REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 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. 11' 19.95' 14' 5' 5' 4.03' 4.11' CONST. WALK 13.57' 10' 4' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING DRIVE SF 751 DEMO EXISTING WALK SF 941 SAWCUT WALK LF 10 REMOVE SOD SF 135 CONSTRUCT WALK SF 810 CONSTRUCT DRIVE SF 882 REPLACE SOD SF 135 REPAIR SPRINKLER SYSTEM LS 1 REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO DRIVE DEMO WALK SAWCUT WALK 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 . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE 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. WALK 31.24' 92.97' 33.78' 33.6' 26.29' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING WALK SF 927 SAWCUT WALK LF 15 REMOVE SOD SF 710 CONSTRUCT WALK SF 927 REPLACE SOD SF 710 REPAIR SPRINKLER SYSTEM LS 1 REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS RETAIN & PROTECT EXISTING ADA RAMP SAWCUT WALK 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 . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. WALK EXIST. ADA RAMP EXIST. ADA RAMP 5.5' 52.28' 127.84' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING WALK SF 352 SAWCUT WALK LF 10 REMOVE SOD SF 98 CONSTRUCT WALK SF 237 CONSTRUCT DRIVE SF 115 REPLACE SOD SF 98 REPAIR SPRINKLER SYSTEM LS 1 DEMO WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT WALK 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 . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE 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. 47.48' 22.96' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 SAW CUT WALK AT JOINTS AND ONLY REMOVE SECTIONS OF WALK SHOWN 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING WALK SF 874 SAWCUT WALK LF 30 REMOVE SOD SF 494 CONSTRUCT WALK SF 788 CONSTRUCT DRIVE SF 86 CONSTRUCT STEPS EA 2 REPLACE SOD SF 494 REPAIR SPRINKLER SYSTEM LS 1 DEMO WALK DEMO WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK END DEMO AT STEP REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS END DEMO AT END OF STEPS RETAIN & PROTECT STEPS SAWCUT WALK SAWCUT WALK SAWCUT WALK SAWCUT WALK 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 . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE 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. WALK CONST. WALK CONST. WALK REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 40.12' 29.64' 5' 17.2' 30.25' 4.49' 7.69' 2' R=2' TYP. CONST. TWO STEPS END WALK AT END OF EXIST. STEPS ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 340 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 ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 CONST. SOD, EXTEND SPRINKLERS CONST. SOD, REPAIR SPRINKLERS 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 ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 SAWCUT ASPHALT LF 14 SAWCUT BACK OF C&G LF 14 DEMO CURB LF 10 PATCH ASPHALT SF 20 CONST. ROLLED GUTTER LF 10 DEMO CURB & GUTTER RETAIN & PROTECT WALK SAWCUT ASPHALT 1 ROLLED CURB & GUTTER NOT TO SCALE 2 STANDARD ASPHALT NOT TO SCALE 3" THICK ASPHALT PAVING 3" THICK AGGREGATE BASE PREPARED SUBGRADE 10" THICK PIT RUN 2'-0" 14" 10" 2.0% 7" 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. CONCRETE WALKWAY WHERE SHOWN 6" BASE COURSE CONCRETE AC ROADWAY SECTION ROLL ASPHALT WITH 14" ABOVE LIP OF CURB TACK COAT AT INTERFACE FULL DEPTH PREMOLDED EJF, 12" x 6" 1.25" SAWCUT BACK OF CURB TO FULL DEPTH OF CURB PRIOR TO REMOVING ANY CURB & GUTTER. SAWCUT ASPHALT 2-FEET OUTSIDE OF THE CURB LIP AND REMOVE ASPHALT, BASE, AND SOIL TO BOTTOM OF CURB & GUTTER PRIOR TO REMOVING ANY CURB & GUTTER. REMOVE CURB & GUTTER ONLY, RETAIN AND PROTECT WALK. WALK REMOVAL IS NOT PART OF THE PROJECT AND ANY WALK DAMAGED WILL BE PAID BY THE CONTRACTOR. 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 · PLACEMENT OF ASPHALT DO NOT COVER WORK UNTIL ENGINEER HAS INSPECTED EACH LAYER OF THE WORK ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 PATCH ASPHALT CONST. ROLLED CURB 10' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING WALK SF 53 SAWCUT WALK LF 29 CONSTRUCT WALK SF 53 DEMO WALK RETAIN & PROTECT DRIVE 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 . . . . 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 2.17' 24.18' CONST. WALK ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING DRIVE SF 599 DEMO EXISTING WALK SF 187 SAWCUT WALK LF 23 REMOVE SOD SF 228 CONSTRUCT WALK SF 187 CONSTRUCT DRIVE SF 599 REPLACE SOD SF 228 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 DRIVE DEMO WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS RETAIN & PROTECT CURB & GUTTER RETAIN & PROTECT WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT WALK SAWCUT WALK 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 . . . . 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 CONST. WALK REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 35.16' 10.5' 55.08' 11' 15.17' 3.2' 6.28' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING WALK SF 289 DEMO DRIVE SF 279 SAWCUT WALK LF 10 REMOVE SOD SF 130 CONSTRUCT WALK SF 241 CONSTRUCT DRIVE SF 559 REPLACE SOD SF 130 REPAIR SPRINKLER SYSTEM LS 1 DEMO DRIVE DEMO WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO GRAVEL FOR SECOND DRIVE PAD REMOVE PIPES AND ASPHALT IN CURB & GUTTER SAWCUT WALK 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 . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE 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. 24.97' 7' 48.05' 21.83' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 DEMO DRIVE REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING WALK SF 287 DEMO DRIVE SF 61 SAWCUT WALK LF 10 REMOVE SOD SF 101 CONSTRUCT WALK SF 287 CONSTRUCT DRIVE SF 61 REPLACE SOD SF 101 REPAIR SPRINKLER SYSTEM LS 1 DEMO WALK SAWCUT WALK 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 . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE 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. WALK 12.21' 57.31' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING DRIVE SF 911 DEMO EXISTING WALK SF 118 SAWCUT WALK LF 33 REMOVE SOD SF 50 SAWCUT WALK LF 5 SAWCUT DRIVE LF 20 CONSTRUCT DRIVE SF 1029 REPLACE SOD SF 50 REPAIR SPRINKLER SYSTEM LS 1 0' 10' 20' 40' 60' Scale: 1"=20' GRAPHIC SCALE N REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO DRIVE 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 DRIVE SAWCUT WALK SAWCUT WALK SAWCUT SLAB SAWCUT SLAB RETAIN & PROTECT APRON 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 . . . . 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. DRIVE REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 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. 9.5' 40.03' 13.5' 46.95' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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 PROJECT QUANTITIES UNITS QUANTITY DEMO EXISTING WALK SF 500 SAWCUT WALK LF 50 REMOVE SOD SF 343 CONSTRUCT WALK SF 500 REPLACE SOD SF 343 REPAIR SPRINKLER SYSTEM LS 1 REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK DEMO WALK SAWCUT WALK SAWCUT WALK DEMO WALK DEMO WALK DEMO WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT WALK 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 . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. WALK CONST. WALK CONST. WALK CONST. WALK 7.5' 37.81' 15' 18.25' REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 9.08' 10.28' CONST. WALK ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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. 2 CONCRETE SIDEWALK NOT TO SCALE A 2 4 5 3 4" COMPACTED UNTREATED AGGREGATE BASE COURSE PREPARED SUBGRADE SCORE LINE 1" DEEP PROJECT QUANTITIES UNITS QUANTITY SALVAGE FENCE LF 59 REMOVE SOD SF 379 SAWCUT ASPHALT LF 76 CONSTRUCT FENCE LF 47 CONSTRUCT ROLLED C&G LF 75 CONSTRUCT WALK SF 240 CONSTRUCT DRIVE SF 281 CONSTRUCT ASPHALT PATCH SF 710 CONSTRUCT SOD SF 92 RELOCATE MAIL BOX EA 1 REPAIR SPRINKLER SYSTEM LS 1 DEMO SOD SALVAGE CHAIN LINK FENCE, POST & FABRIC SAWCUT ASPHALT TO CLEAN VERTICAL EDGE 47' 75.81' DEMO BUSH DEMO FLOWER BED TO BACK OF WALK LOCATION 6.33' 7.88' ROAD RIGHT OF WAY 1.47' RELOCATE MAIL BOX TO BACK OF WALK COORDINATE LOCATION WITH OWNER 1 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 ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 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. ROAD RIGHT OF WAY CONSTRUCT FENCE WITH SALVAGED MATERIALS AT BACK OF WALK CONNECT TO EXISTING FENCE CONNECT TO EXISTING FENCE CONST. WALK AND ROLLED C&G CONST. ASPHALT PATCH CONSTRUCT ROLLED CURB & GUTTER AND WALK 14.26' 9.98' 17.49' 28.18' 47.64' CONSTRUCT DRIVE 4 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 12" 2.0% 3 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" ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING WALK SF 111 DEMO DRIVEWAY SF 248 SAWCUT WALK LF 10 REMOVE SOD SF 16 CONSTRUCT DRIVE SF 359 REPLACE SOD SF 16 REPAIR SPRINKLER SYSTEM LS 1 DEMO WALK 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 REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT WALK SAWCUT WALK DEMO DRIVE ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE CONST. DRIVE 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. 12.25' 9.5' 15.75' 2' 20.17' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING WALK SF 27 SAWCUT WALK LF 10 REMOVE SOD SF 21 CONSTRUCT WALK SF 27 REPLACE SOD SF 21 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 REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT WALK 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 . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 5.33' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING WALK SF 314 SAWCUT WALK LF 10 REMOVE SOD SF 111 CONSTRUCT WALK SF 314 REPLACE SOD SF 111 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 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 REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT WALK 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 ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 54.43' 6.38' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING WALK SF 466 DEMO DRIVEWAY SF 699 SAWCUT WALK LF 5 REMOVE SOD SF 383 CONSTRUCT WALK SF 369 CONSTRUCT DRIVE SF 796 REPLACE SOD SF 383 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 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 REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS SAWCUT WALK 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. DEMO DRIVE DEMO WALK REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. DRIVE 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. WALK REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 57.63' 17.69' 21.87' 19.62' 15.96' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING WALK SF 378 DEMO DRIVEWAY SF 284 DEMO STAIRS SF 25 SAWCUT WALK LF 10 REMOVE SOD SF 163 CONSTRUCT WALK SF 270 CONSTRUCT DRIVE SF 392 CONSTRUCT STAIRS SF 25 REPLACE SOD SF 163 REPAIR SPRINKLER SYSTEM LS 1 ADD ALTERNATE: CONSTRUCT DRIVE SF 236 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 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 SAWCUT WALK 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. DEMO DRIVE DEMO WALK REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS DEMO STAIRS 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 . . . . 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. DRIVE 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. WALK CONST. STEP CONST. STOOP ADD ALTERNATE CONST. DRIVE 21.5' 29.01' 11.83' 9.93' 24.01' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 REMOVE SOD SF 405 CONSTRUCT WALK SF 288 CONSTRUCT DRIVE SF 257 CONSTRUCT STD. C&G LF 34 CONSTRUCT ROLLED C&G LF 37 CONSTRUCT 2' TRANSITION EA 2 SAWCUT ASPHALT LF 75 CONSTRUCT ASPHALT PAVING SF 853 REPLACE SOD SF 117 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 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 REMOVE 7' SECTION OF SOD RETAIN & PROTECT SPRINKLERS 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. ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. STANDARD C&G CONST. DRIVE 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 52.63' 5.57' TRANSITION TO ROLLED C&G CONST. ROLLED C&G CONST. STANDARD C&G TRANSITION TO ROLLED C&G 33.52' 2' 37.19' 2' 74.56' SAWCUT ASPHALT TO CLEAN VERTICAL EDGE CONST. ASPHALT PAVING CONST. 5' WALK CONST. 5' WALK ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 2'-0" 18" 6" 6" 12" 2.0% 5" 7" 3 STANDARD 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 ROLL ASPHALT WITH 14" ABOVE LIP OF CURB TACK COAT AT INTERFACE FULL DEPTH PREMOLDED EJF, 12" x 6" 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" 5 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 2'-0" 8" R12" R15" ROLL ASPHALT WITH 14" ABOVE LIP OF CURB 1" ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 503 SAWCUT WALK LF 28 REMOVE SOD SF 155 CONSTRUCT WALK SF 394 CONSTRUCT DRIVE SF 72 REPLACE SOD SF 155 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 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 REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS 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. DEMO WALK SAWCUT WALK SAWCUT WALK SAWCUT WALK RETAIN & PROTECT HOUSE AND STAIRS ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. DRIVE 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. 5' WALK 56.41' 9.54' CONST. 4' WALK FLAIR WALK TO MATCH STAIRS NOTE: OWNER MAY INSTALL A PIPE UNDER THE WALK SPACE WHILE THE WALK IS OPEN, COORDINATE WITH THE OWNER 27.24' 3.5' 7.5' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 125 SAWCUT WALK LF 10 REMOVE SOD SF 100 CONSTRUCT WALK SF 125 REPLACE SOD SF 100 REPAIR SPRINKLER SYSTEM LS 1 ADD ALTERNATE: DEMO SOD SF 465 CONSTRUCT WALK SF 332 REPLACE SOD SF 133 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 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 REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS 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 ADD ALTERNATE: REMOVE 7' SECTION OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK SAWCUT WALK DEMO 5' OF NEW WALK 13.58' RETAIN & PROTECT ROOTS ON PINE TREE DO NOT CUT ROOTS 25' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS ADD ALT. CONST. WALK CONST. WALK ADD ALT. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS RAMP SIDEWALK UP AND OVER THE TREE ROOTS DO NOT CUT ROOTS FOR NEW WALK TAKE UP GRADE ON SOD WITH TOPSOIL 25' 66.55' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 270 DEMO DRIVE SF 240 SAWCUT WALK LF 5 REMOVE SOD SF 108 CONSTRUCT WALK SF 270 CONSTRUCT DRIVEWAY SF 240 REPLACE SOD SF 108 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 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 DEMO DRIVE REMOVE 2.5' SECTION OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK RETAIN & PROTECT SHED RETAIN & PROTECT HOUSE RETAIN & PROTECT SHRUBS ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. WALK CONST. DRIVE 12' 20' 53.91' RETAIN & PROTECT SHED RETAIN & PROTECT HOUSE RETAIN & PROTECT SHRUBS ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 125 DEMO DRIVE SF 474 SAWCUT WALK LF 15 REMOVE SOD SF 40 CONSTRUCT WALK SF 20 CONSTRUCT DRIVEWAY SF 579 REPLACE SOD SF 40 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 SAWCUT WALK DEMO DRIVE REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK SAWCUT WALK SAWCUT WALK REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS DEMO FROM JOINT NOTE: THE OWNER WILL EXAMINE A WATER LINE AND MAY REPLACE A WATERLINE IN THIS AREA, COORDINATE WITH OWNER ON WATER LINE INSPECTION & REPLACEMENT. THE REPLACEMENT IS NOT IN CONTRACT ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 27.58' 20.98' CONST. WALK 4' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 SAWCUT CURB LF 136 SAWCUT ASPHALT LF 142 REMOVE ASPHALT SF 277 DEMO C&G LF 132 CONSTRUCT C&G LF 132 CONSTRUCT ASPHALT PATCH SF 277 SAWCUT BACK OF CURB TO FULL DEPTH OF CURB PRIOR TO REMOVING ANY CURB & GUTTER. SAWCUT ASPHALT 2-FEET OUTSIDE OF THE CURB LIP AND REMOVE ASPHALT, BASE, AND SOIL TO BOTTOM OF CURB & GUTTER PRIOR TO REMOVING ANY CURB & GUTTER. REMOVE CURB & GUTTER ONLY, RETAIN AND PROTECT WALK. WALK REMOVAL IS NOT PART OF THE PROJECT AND ANY WALK DAMAGED WILL BE PAID BY THE CONTRACTOR. 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 · PLACEMENT OF ASPHALT DO NOT COVER WORK UNTIL ENGINEER HAS INSPECTED EACH LAYER OF THE WORK SAWCUT BACK OF CURB PRIOR TO CURB REMOVAL SAWCUT CURB SAWCUT CURB 19.25' 10' SAWCUT & REMOVE 2' SECTION OF ASPHALT SAWCUT & REMOVE 2' SECTION OF ASPHALT 1 ROLLED CURB & GUTTER NOT TO SCALE 2'-0" 14" 10" 2.0% 7" 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. CONCRETE WALKWAY WHERE SHOWN 6" BASE COURSE CONCRETE AC ROADWAY SECTION ROLL ASPHALT WITH 14" ABOVE LIP OF CURB TACK COAT AT INTERFACE FULL DEPTH PREMOLDED EJF, 12" x 6" 1.25" ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. ROLLED C&G 78.41' 22.05' 31.64' 2 STANDARD ASPHALT NOT TO SCALE 3" THICK ASPHALT PAVING 3" THICK ROAD BASE PREPARED SUBGRADE 10" THICK PIT RUN 10' CONST. ASPHALT PATCH CONST. ROLLED C&G CONST. ROLLED C&G CONST. ASPHALT PATCH CONST. ASPHALT PATCH PIT RUN MUST COME FROM THE CURTIS PIT AND ROAD BASE FROM THE ANDERSON PIT OR ADDITIONAL TESTING OF THE PIT RUN AND ROAD BASE WILL BE REQUIRED AND MAY RESULT IN GREATER THICKNESS OF PIT RUN AND OR ROAD BASE BEING REQUIRED FOR THE ASPHALT PATCH. THE COSTS FOR ADDITIONAL PIT RUN AND ROAD BASE TESTING WILL BE PAID BY THE CONTRACTOR IF THE CONTRACTOR ELECTS TO GET THE SOIL MATERIALS FROM OTHER SOURCES. THE COST FOR ADDITIONAL THICKNESS OF PIT RUN OR ROAD BASE WILL BE PAID BY THE CONTRACTOR. ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 DRIVE SF 1377 REMOVE SOD SF 224 CONSTRUCT DRIVEWAY SF 1377 REPLACE SOD SF 224 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 DEMO DRIVE REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS RETAIN & PROTECT WINDOW WELL RETAIN & PROTECT WATER CHANNEL ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 14.11' 55.95' CONST. EXPANSION JOINT AT 2ND SCORE LINE CONST. THREE SCORE LINES 1/3RD SPACING 28.84' 13.81' RETAIN & PROTECT WINDOW WELLS RETAIN & PROTECT WATER CHANNEL ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 1075 SAWCUT WALK LF 24 SAWCUT BACK OF CURB LF 12 DEMO TREE EA 1 CONSTRUCT SIDEWALK SF 674 CONSTRUCT DRIVEWAY SF 401 REGRADE GRAVEL SF 463 CONSTRUCT 2.5" CALIPER TREE EA 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 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. RETAIN & PROTECT TREE SAWCUT WALK SAWCUT WALK DEMO TREE AND ROOTS SAWCUT BACK OF CURB 6' FOR WALK RAMP SAWCUT BACK OF CURB 6' FOR WALK RAMP ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 MATCH EXISTING SIZE CONST. WALK CONST. WALK TRANSITION WALK TO MATCH DRIVE TRANSITION WALK TO MATCH DRIVE RETAIN & PROTECT TREE CONST. WALK 26.53' 29.23' 30.72' 11.75' RAMP DOWN FOR DRIVE APPROACH RAMP DOWN FOR DRIVE APPROACH CONST. DRIVE MATCH EXISTING 5' CONST. 2.5" CALIPER DECIDUOUS TREE REGRADE GRAVEL TO MATCH NEW CONC. DRIVE 20' 6' 6' 17.14' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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' 15' 30' 60' 90' Scale: 1"=30' GRAPHIC SCALE N PROJECT QUANTITIES UNITS QUANTITY REMOVE SOD SF 544 CONSTRUCT SIDEWALK SF 302 REPLACE SOD SF 242 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 EXIST. 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 9' STRIP OF SOD ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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' 15' 30' 60' 90' Scale: 1"=30' GRAPHIC SCALE N CONST. WALK REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS MATCH DRIVEWAY MATCH SIDEWALK EXIST. WALK 60.6' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 393 SAWCUT WALK LF 10 REMOVE SOD SF 125 CONSTRUCT WALK SF 312 CONSTRUCT DRIVEWAY SF 81 REPLACE SOD SF 125 REPAIR SPRINKLER SYSTEM LS 1 ADD ALTERNATE: REMOVE SOD SF 89 DEMO DRIVE SF 490 CONSTRUCT DRIVE SF 490 REPLACE SOD SF 89 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 SAWCUT WALK ADD ALTERNATE DEMO DRIVE REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK SAWCUT WALK REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS DEMO WALK ADD ALTERNATE REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. DRIVE REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS CONST. WALK CONST. WALK 16.19' 30.19' 8.81' 53.63' ADD ALTERNATE CONST. DRIVE ADD ALTERNATE REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 16.21' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 537 SAWCUT WALK LF 10 REMOVE SOD LF 406 CONSTRUCT SIDEWALK SF 525 CONSTRUCT DRIVEWAY SF 30 REPLACE SOD SF 390 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 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. RETAIN & PROTECT PLANTER SAWCUT WALK SAWCUT WALK REMOVE 2' STRIP OF SOD EACH SIDE OF WALK REMOVE 2' STRIP OF SOD EACH SIDE OF WALK REMOVE 2' STRIP OF SOD EACH SIDE OF WALK REMOVE 3' STRIP OF SOD OWNER WILL REMOVE FENCE FABRIC, CONTRACTOR PULL THREE METAL POSTS AND RETURN TO OWNER ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 BOTH SIDES OF WALK CONST. 2' SOD STRIP BOTH SIDES OF WALK 6' 90.57' 18' 4' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 SAWCUT ASPHALT LF 39 DEMO ASPHALT SF 70 DEMO CURB & GUTTER LF 35 CONSTRUCT SIDEWALK SF 170 CONSTRUCT CURB & GUTTER LF 35 CONSTRUCT ASPHALT PATCH SF 70 REPLACE SOD SF 68 REPAIR SPRINKLES LS 1 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 SAWCUT WALK SAWCUT WALK REMOVE 2' STRIP OF SOD RETAIN & PROTECT SPRINKLERS DEMO 2' STRIP OF ASPHALT DEMO 2' CURB & GUTTER SAWCUT ASPHALT SAWCUT ASPHALT ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 CONST. ASPHALT PATCH 34.68' 33.98' ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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 EXISTING WALK SF 416 DEMO DRIVEWAY SF 402 SAWCUT WALK LF 10 REMOVE SOD SF 456 CONSTRUCT WALK SF 320 CONSTRUCT DRIVE SF 803 REPLACE SOD SF 154 REDO MAILBOX & POST LS 1 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 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 SAWCUT WALK 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. DEMO WALK REMOVE SOD CAP SPRINKLERS FROM UNDER DRIVE SAWCUT WALK DEMO DRIVE REMOVE 2' SECTION OF SOD RETAIN & PROTECT SPRINKLERS RELOCATE MAILBOX POST TO PROPERTY LINE TRIM BOARD AND REATTACH MAILBOXES DEMO WALK ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . 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. DRIVE 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. WALK REPLACE 2' STRIP OF SOD REPAIR SPRINKLERS 21.68' 15.59' 39' 5' 19.82' 1.92' 25.02' 22.83' 0.92'