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HomeMy WebLinkAbout015 - C701 - SITE DETAILS8" 6"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE HEAVY DUTY ASPHALT SECTION: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF SIX INCHES (6") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.8" OF PITRUN SUB-BASE GRAVEL SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES (6"). 3.6" OF 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. 5.4" OF 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 6" MINUS PIT-RUN SUBBASE GRAVEL NATIVE GROUND MIRAFI 600X SUBGRADE SEPARATION FABRIC OR ENGINEER APPROVED EQUAL 6"MINIMUM DEPTH OF 1-1/2" MINUS CRUSHED BASE COURSE ASPHALT CONCRETE PAVEMENT LIGHT DUTY ASPHALT SECTION: 1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF SIX INCHES (6") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. 2.8" OF PITRUN SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES (6"). 3.6" OF 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. 5.3" OF 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. 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 4 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 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" 6" 9" 8"(MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE REINFORCED CONCRETE PAVEMENT W/ WIRE MESH 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 6" MINUS PIT RUN GRAVEL PER PLAN 1'-0"9" (MIN) 6" (MIN) 9" 21 4" 2'-0" 412" [0.38']512" [0.45] 6" (MIN) 6" (MIN) 4" R 3" R 3/4" PER 1' SLOPE TOPSOIL OR PAVEMENT AS NOTED ON PLAN COMPACTED BACKFILL/BASE MATERIAL PER PLAN COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE 1/8" TO 1/4" ABOVE GUTTER LIP LAYDOWN CURB 6" (MIN)6" (MIN) 6" (MIN) 4" R 3" R 1/2" PER 1' SLOPE 2" 9" 6 12" [0.54'] 7 14" [0.60] 2'-0" COMPACTED SUBGRADE COMPACTED CRUSHED BASE COURSE MATERIAL FINISHED ASPHALT SURFACE TO BE FLUSH WITH GUTTER LIP PER PLAN 1'-0" 6" (MIN) TOPSOIL OR PAVEMENT AS NOTED ON PLAN COMPACTED BACKFILL/BASE MATERIAL PER PLAN LAYDOWN CURB 0.50'0.5'1.00'2.00'2.00'0.38'0.50'1.00'2.00'0.600.600.02'Catch Ped RampCatch Curb 0.50'0.52'2.00'0.13'Spill Ped Ramp Spill Curb 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. 0.75'0.45'4" TOP SOIL OR GRAVEL (SEE LANDSCAPE PLANS) 8" (MIN) DEPTH SCARIFIED, MOISTURE CONDITIONED, & RECOMPACTED SUBGRADE MIRAFI 180N SEPARATION FABRIC OR ENGINEER APPROVED EQUAL NATIVE GROUND 10" (MIN) OF 3" (-) SUBBASE OR ONSITE NATIVE PITRUN 6" (MIN) OF 1.5" (-) BASECOURSE ±8' REINFORCED LANDSCAPE AREA 10' ASPHALT PATH SEE DETAIL 1, THIS SHEET ±8' REINFORCED LANDSCAPE AREA A A B B CONCRETE CHANNEL SLOPE GUTTER TO DRAIN AT OUTLET/INLET CHASE. MATCH SLOPE OF SURROUNDING GUTTER. BACK OF CURB FLOWLINE EXPANSION JOINT EXPANSION JOINTS 12'SOLID COVER 5'SIDEWALK1'5.5' (TYP.)BOULEVARD 1.5' PLAN VIEW - N.T.S. 6" 6" VARIES END CHASEEND COVERPROPERTY LINEVARIES 10' D&L FOUNDRY "J SERIES" WITH SOLID, BOLT DOWN COVERS, NEENAH FOUNDRY "R-4990 SERIES", WITH "TYPE D" SOLID BOLT DOWN COVERS, (OR APPROVED EQUAL) PROVIDE EROSION CONTROL AS REQUIRED FLOWLINE EXPANSION JOINT 4" BASE COURSE INLET CHASE 4:1 MAX 2% MIN. 1.5% 6" 6" END CHASE END COVER ASREQUIRED 1.5' h 5'SIDEWALK 5.5' (TYP.)BOULEVARD 2' CURB & GUTTER D&L FOUNDRY "J SERIES" WITH SOLID, BOLT DOWN COVERS, NEENAH FOUNDRY "R-4990 SERIES", WITH "TYPE D" SOLID BOLT DOWN COVERS, (OR APPROVED EQUAL). SECTION A - N.T.S. D&L FOUNDRY "J SERIES" WITH SOLID, BOLT DOWN COVERS, NEENAH FOUNDRY "R-4990 SERIES", WITH "TYPE D" SOLID BOLT DOWN COVERS, (OR APPROVED EQUAL). NOTES: 1.DIMENSIONS w AND h VARY, SIZE TO BE DETERMINED BY ENGINEER BASED ON 25-YEAR EVENT, BUT h SHALL BE NO LESS THAN 6" AT CURB OPENING. 2.CONCRETE TO BE M-4500. 3.COVERS MUST BOLT DOWN TO FRAME. 4.DIMENSION w MUST BE 10" OR 21". 4" MIN. 4" SIDEWALK EXPANSION JOINT BASE COURSE W + 2 12" h 6" w 6"6" SECTION B - N.T.S. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2026COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10549\002 - ALTA AND CONCEPT PLAN\ACAD\SHEETS\C600 SITE DETAILS.DWGREVISIONS 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 PLOTTED BY:ROSIE NICKELSON ON Jan/09/2026 ROERS-BOZEMAN APARTMENTS BOZEMAN MONTANA SITE DETAILS 10549.002 14 C701 RSN CMS MEE 1/6/2026 4 CURB AND GUTTER DETAILS NOT TO SCALE 6 ACCESSIBLE PARKING PEDESTRIAN RAMP DETAIL NOT TO SCALE 5 PEDESTRIAN RAMP DETAIL-BOULEVARD STYLE NOT TO SCALE CONTROL JOINTS AT 10' OC 9 SIDEWALK CHASE NOT TO SCALE 7 REINFORCED FIRE ACCESS ROAD NOT TO SCALE 3 CONCRETE SIDEWALK DETAIL NOT TO SCALE 1 PAVEMENT DETAIL NOT TO SCALE 2 PEDESTRIAN CROSSING CROSSWALK NOT TO SCALE CONTROL JOINTS AT 10' OC INSTALL #4 BAR ON A 2' X 2' GRID No. 49499 CELINE M PROFESSIONA L E N G INEERM O N T ANA LICEN S E D SAUCIER