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HomeMy WebLinkAbout4192025 C060-Curb X Walk Details 2021-05-244" (MIN) 1'-0"6" (MIN) 6" (MIN) 9" 214" 2'-0" 412" [0.38']512" [0.45] 6" (MIN) 6" (MIN) 4" R 3" R 3/4" PER 1' SLOPE TOPSOIL COMPACTED BACKFILL COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP LAYDOWN CURB 4" (MIN) 1'-0"6" (MIN) 6" (MIN) 6" (MIN) 6" (MIN) 4" R 3" R 3/4" PER 1' SLOPE 2" 9" 614" [0.52']714" [0.60'] 2'-0" TOPSOIL COMPACTED BACKFILL COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP LAYDOWN CURB NOTES: COMPACTED SUBGRADE NOTES: 1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF THREE-QUARTER INCH (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8"). 3.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. 4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED). 5.CONCRETE SHALL BE CLASS M-4000. 6.CONTRACTOR SHALL BACKFILL CURB WITHIN SEVEN (7) DAYS OF PLACEMENT. SECTION A-A NOTES: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES (3"). 3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2"). 4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 5.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD. 6.FINISH CONCRETE WITH LIGHT BROOM FINISH. 7.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF CROSSWALK. PLAN VIEW 1'-0" 6'-0" 1'-0" A A 6" CONCRETE PAVEMENT6" (MIN) DEPTH OF 1-1/2" MINUS CRUSHED BASE COURSE 9" (MIN) DEPTH OF 3" MINUS CRUSHED SUB-BASE COURSE 8" (MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL NATIVE GROUND PROVIDE BONDING AGENT BETWEEN POURS CURB & GUTTER DOWEL TO CURB WITH (2) - #4 x 18" EPOXY COATED REBAR EVENLY SPACED ON 3" CENTERS, CENTERED IN SLAB (TYP) DOWEL TO CURB WITH (3) - #4 x 18" EPOXY COATED REBAR EVENLY SPACED ON 15" CENTERS, CENTERED IN SLAB (TYP) TOOLED JOINT WITH 1/2" DEPTH AND 1/4" MAXIMUM RADIUS (TYP) SAWCUT JOINT WITH 1-1/2" DEPTH AND 1/4" WIDTH MAXIMUM (TYP) DOWEL DIFFERING CONCRETE WITH #10 x 12" EPOXY COATED REBAR EVENLY SPACED ON 18" CENTERS, CENTERED IN SLAB (TYP) CROSSWALK CONCRETE COLOR AND STAMP PATTERN AS APPROVED BY OWNER AND/OR ARCHITECT FILL CONSTRUCTION JOINT WITH SEALANT MATERIAL STANDARD CONCRETE FOR BORDER CURB & GUTTER LENGTH PER PLAN 3" 1'-0" 8"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE NOTES: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES (3"). 3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2"). 4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 5.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITH AASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT. 6.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDING ONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE. MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE. MINIMUM DEPTH OF 3" MINUS CRUSHED SUB-BASE COURSE ASPHALT CONCRETE PAVEMENT NATIVE GROUND MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL 6"MINIMUM DEPTH OF 1-1/2" MINUS CRUSHED BASE COURSE 6" 9" 8"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE NOTES: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES (3"). 3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2"). 4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. 5.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD. 6.FINISH CONCRETE WITH LIGHT BROOM FINISH. CONCRETE PAVEMENT NATIVE GROUND MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL 6"MINIMUM DEPTH OF 1-1/2" MINUS CRUSHED BASE COURSE MINIMUM DEPTH OF 3" MINUS CRUSHED SUB-BASE COURSE NOTES: 1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH. 2.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAINING THREE INCHES (3") CLEAR. 3.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM. 6" (MIN) THICK CONCRETE OVER 3" (MIN) THICKNESS OF 1-1/2" MINUS WASHED ROCK DOWEL (TYP) NO LIP TOP-BACK OF CURB FACE OF CURB CURB FLOWLINEEDGE OF ASPHALT 5'-0" 5'-0" 8'-0" 6'-0" 5'-3" 6" RA M P S L O P E 12( H ) : 1 ( V ) M A X RAM P S L O P E 12(H) : 1 ( V ) M A X LANDI N G S L O P E 2.00% M A X 5" 4"(MIN) CLASS M-4000 CONCRETE 3"(MIN) 3/4" MINUS CRUSHED LEVELING COURSE MATERIAL NOTES: 1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OF SIDEWALK. 2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINT FOR THE FULL DEPTH OF CONCRETE. 3.FINISH CONCRETE WITH LIGHT BROOM FINISH. 2% MAX CROSS SLOPE COMPACTED SUBGRADE 5'-0"VARIES 5'-0" 1'-0" 1'-0" RA M P S L O P E 12( H ) : 1 ( V ) M A X * COLOR AS APPROVED BY OWNER * NOTES: 1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH. 2.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAINING THREE INCHES (3") CLEAR. 3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT GUIDELINES". ONE CORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THE GUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN FIVE FEET (5') FROM THE FLOWLINE. 4.RAMP AND CURB MAY BE POURED MONOLITHICALLY. 5.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM. SIDEWALK INSTALLED PER DETAIL 1 ON THIS SHEET 6" (MIN) THICK CONCRETE OVER 3" (MIN) THICKNESS OF 1-1/2" MINUS WASHED ROCK DOWEL (TYP) TRUNCATED DOME PANEL - FULL WIDTH OF RAMP NO LIP TOP-BACK OF CURB FACE OF CURB CURB FLOWLINE EDGE OF ASPHALT VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C060-CURB X WALK DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Jun/03/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOULDER CREEK APARTMENTS 4192.025 MONTANA SITE DETAILS C060 CMS CMS MEE 8/10/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 3 REVISION 3 - DRC COMMENTS 5/24/2021CMS 2 REVISION 2 - DRC COMMENTS 2/12/2021CMS BOZEMAN SCALE: 1" = 1'-0" CURB AND GUTTER DETAILS 11x17 SCALE: 1/2" = 1'-0" STANDARD CATCH CURB & GUTTER STANDARD SPILL CURB & GUTTER SCALE: 1/4" = 1'-0" DECORATIVE CONCRETE CROSSWALK DETAIL 11x17 SCALE: 1/8" = 1'-0" SCALE: 1/2" = 1'-0" STANDARD DUTY CONCRETE PAVEMENT DETAIL 11x17 SCALE: 1/4" = 1'-0" SCALE: 1/2" = 1'-0" STANDARD DUTY BITUMINOUS PAVEMENT DETAIL 11x17 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ACCESSIBLE PARKING PEDESTRIAN RAMP DETAIL 11x17 SCALE: 1/8" = 1'-0" SCALE: 1/2" = 1'-0" CONCRETE SIDEWALK DETAIL 11x17 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PEDESTRIAN RAMP DETAIL - BOULEVARD STYLE 11x17 SCALE: 1/8" = 1'-0" 8/10/2020