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HomeMy WebLinkAbout2605028-C050_Curb+Paving+Approach+X-Walk-Details-1-21-20204" (MIN)1'-0"9"(MIN)6" (MIN)9"214"2'-0"412" [0.38']512" [0.45]6" (MIN)6" (MIN)4" R 3" R3/4" PER 1' SLOPE TOPSOILCOMPACTEDBACKFILLCOMPACTED SUBGRADE COMPACTED CRUSHEDBASE COURSE MATERIAL FINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIP LAYDOWNCURB4" (MIN)1'-0"6"(MIN)6" (MIN)6" (MIN)6" (MIN)4" R 3" R1/2" PER 1' SLOPE 2"9"612" [0.53']7" [0.58']2'-0"TOPSOILCOMPACTEDBACKFILLCOMPACTED SUBGRADE COMPACTED CRUSHEDBASE COURSE MATERIAL FINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIP LAYDOWNCURBNOTES:NOTES:1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTHOF 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 NOTMORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THECURB AND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNERTHEIR 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. 3 " 1 0 " 6 " ( M I N ) D E P T H S C A R I F I E D , M O I S T U R E C O N D I T I O N E D , & R E C O M P A C T E D S U B G R A D E NOTES:1.PRIOR TO PLACE M E N T O F T H E B A S E C O U R S E , T H E E X P O S E D S U B G R A D E S H A L L B E S C A R I F I E D T O A M I N I M U M D E P T H O F SIX INCHES (6") B E L O W E X I S T I N G G R A D E , M O I S T U R E C O N D I T I O N E D , A N D R E C O M P A C T E D T O 9 5 % ( M I N I M U M ) O F M A X I M U M DENSITY AS DETE R M I N E D B Y A S T M D 6 9 8 . 2.AGGREGATE SUB- B A S E C O U R S E S H A L L C O N F O R M T O S E C T I O N 0 2 2 3 4 O F T H E M P W S S A N D I N C O R P O R A T E A M A X I M U M PARTICLE SIZE OF T H R E E I N C H E S ( 3 " ) . 3.AGGREGATE BAS E C O U R S E S H A L L C O N F O R M T O S E C T I O N 0 2 2 3 5 O F T H E M P W S S A N D I N C O R P O R A T E A M A X I M U M P A R T I C L E SIZE OF ONE AND O N E - H A L F I N C H E S ( 1 - 1 / 2 " ) . 4.AGGREGATE BAS E C O U R S E S H A L L B E C O M P A C T E D T O A M I N I M U M O F 9 5 % O F T H E M A X I M U M D R Y D E N S I T Y A S DETERMINED BY A S T M D 6 9 8 . 5.ASPHALT SHALL B E T Y P E B O R A P P R O V E D E Q U A L W I T H P E R F O R M A N C E G R A D E 5 8 - 2 8 B I N D E R I N A C C O R D A N C E W I T H AASHTO MP1 COM P A C T E D T O A M I N I M U M O F 9 7 % O F T H E M A R S H A L L U N I T W E I G H T . 6.THE FINISHED SU R F A C E M U S T B E F R E E O F R U T S , D E P R E S S I O N S , O R O T H E R S U R F A C E D E F E C T S E X C E E D I N G ONE-QUARTER IN C H ( 1 / 4 " ) A S M E A S U R E D W I T H A T E N F O O T ( 1 0 ' ) S T R A I G H T E D G E P A R A L L E L I N G T H E F I N I S H E D S U R F A C E . MAKE CORRECTIO N S B Y S C A R I F Y I N G A N D R E L A Y I N G T H E M I X T U R E A T C O N T R A C T O R E X P E N S E . A S P H A L T C O N C R E T E P A V E M E N T N A T I V E G R O U N D M I R A F I 6 0 0 X S U B G R A D E S E P A R A T I O N F A B R I C O R E N G I N E E R A P P R O V E D E Q U A L 6 " M I N I M U M D E P T H O F 1 - 1 / 2 " M I N U S C R U S H E D B A S E C O U R S E M I N I M U M D E P T H O F 6 " M I N U S P I T R U N S E C T I O N A - A N O T E S : 1 . P R I O R T O P L A C E M E N T O F T H E B A S E C O U R S E , T H E E X P O S E D S U B G R A D E S H A L L B E S C A R I F I E D T O A M I N I M U M D E P T H O F E I G H T I N C H E S ( 8 " ) B E L O W E X I S T I N G G R A D E , M O I S T U R E C O N D I T I O N E D , A N D R E C O M P A C T E D T O 9 5 % ( M I N I M U M ) O F M A X I M U M D E N S I T Y A S D E T E R M I N E D B Y A S T M D 6 9 8 . 2 . A G G R E G A T E S U B - B A S E C O U R S E S H A L L C O N F O R M T O S E C T I O N 0 2 2 3 4 O F T H E M P W S S A N D I N C O R P O R A T E A M A X I M U M P A R T I C L E S I Z E O F T H R E E I N C H E S ( 3 " ) . 3 . A G G R E G A T E B A S E C O U R S E S H A L L C O N F O R M T O S E C T I O N 0 2 2 3 5 O F T H E M P W S S A N D I N C O R P O R A T E A M A X I M U M P A R T I C L E S I Z E O F O N E A N D O N E - H A L F I N C H E S ( 1 - 1 / 2 " ) . 4 . A G G R E G A T E B A S E C O U R S E S H A L L B E C O M P A C T E D T O A M I N I M U M O F 9 5 % O F T H E M A X I M U M D R Y D E N S I T Y A S D E T E R M I N E D B Y A S T M D 6 9 8 . 5 . C O N C R E T E S H A L L B E M - 4 0 0 0 R E I N F O R C E D W I T H 1 . 5 L B S F I B E R M E S H P E R C U B I C Y A R D . 6 . F I N I S H C O N C R E T E W I T H L I G H T B R O O M F I N I S H . 7 . S P A C E C O N T R A C T I O N J O I N T S T O M A T C H T H E W I D T H O F C R O S S W A L K . P L A N V I E W 1 ' - 0 " W I D T H P E R P L A N 1 ' - 0 " A A 6 " C O N C R E T E P A V E M E N T 5 " ( M I N ) D E P T H O F 1 - 1 / 2 " M I N U S C R U S H E D B A S E C O U R S E 6 " ( M I N ) D E P T H O F 6 " M I N U S P I T R U N 8 " ( M I N ) D E P T H S C A R I F I E D , M O I S T U R E C O N D I T I O N E D , & R E C O M P A C T E D S U B G R A D E M I R A F I 6 0 0 X S U B G R A D E S E P A R A T I O N F A B R I C O R E N G I N E E R A P P R O V E D E Q U A L N A T I V E G R O U N D P R O V I D E B O N D I N G A G E N T B E T W E E N P O U R S C U R B & G U T T E R DOWEL TO CURB WIT H ( 2 ) - # 4 x 1 8 " EPOXY COATED REBAR EV E N L Y S P A C E D ON 3" CENTERS, CENTERED I N S L A B ( T Y P ) DOWEL TO CURB WIT H ( 3 ) - # 4 x 1 8 " EPOXY COATED REBAR EV E N L Y S P A C E D ON 15" CENTERS, CENTERED I N S L A B ( T Y P ) T O O L E D J O I N T W I T H 1 / 2 " D E P T H A N D 1 / 4 " M A X I M U M R A D I U S ( T Y P ) S A W C U T J O I N T W I T H 1 - 1 / 2 " D E P T H A N D 1 / 4 " W I D T H M A X I M U M ( T Y P ) D O W E L D I F F E R I N G C O N C R E T E W I T H # 1 0 x 1 2 " E P O X Y C O A T E D R E B A R E V E N L Y S P A C E D O N 1 8 " C E N T E R S , C E N T E R E D I N S L A B ( T Y P ) C R O S S W A L K C O N C R E T E C O L O R A N D S T A M P P A T T E R N A S A P P R O V E D B Y O W N E R A N D / O R A R C H I T E C T F I L L C O N S T R U C T I O N J O I N T W I T H S E A L A N T M A T E R I A L S T A N D A R D C O N C R E T E F O R B O R D E R C U R B & G U T T E R L E N G T H P E R P L A N SIDEWALK INSTALLED PERDETAIL 2 ON THIS SHEET SIDEWALKWIDTH VARIESREFER TO PLAN6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCK VARIES5'-0"6"6"RAMP SLOPE 12(H) : 1(V) MAX*COLOR ASAPPROVED BYOWNER*NOTES:1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BE REINFORCED WITH6x6x10 GAUGE WIRE MESH.2.DOWEL RAMP CURB 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 THEDETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THE GUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGE OF THEDETECTABLE 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.TRUNCATED DOMEPANEL - FULLWIDTH OF RAMPNO LIP TOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALT 6"6"DOWEL(TYP) 4 " ( M I N ) C L A S S M - 4 0 0 0 C O N C R E T E 3 " ( M I N ) 3 / 4 " M I N U S C R U S H E D L E V E L I N G C O U R S E M A T E R I A L N O T E S : 1 . S P A C E C O N T R A C T I O N J O I N T S T O M A T C H T H E W I D T H O F S I D E W A L K . 2 . I N S T A L L E X P A N S I O N J O I N T M A T E R I A L A T E V E R Y F I F T H J O I N T F O R T H E F U L L D E P T H O F C O N C R E T E . 3 . F I N I S H C O N C R E T E W I T H L I G H T B R O O M F I N I S H . 2 % M A X C R O S S S L O P E C O M P A C T E D S U B G R A D E SCALE: 1" = 1'-0"CURB AND GUTTER DETAILS11x17 SCALE: 1/2" = 1'-0"STANDARD CATCH CURB & GUTTERSTANDARD SPILL CURB & GUTTER S C A L E : 1 / 4 " = 1 ' - 0 " S T A N D A R D D U T Y B I T U M I N O U S P A V E M E N T D E T A I L 1 1 x 1 7 S C A L E : 1 / 8 " = 1 ' - 0 " S C A L E : 1 / 4 " = 1 ' - 0 " D E C O R A T I V E C O N C R E T E C R O S S W A L K D E T A I L 1 1 x 1 7 S C A L E : 1 / 8 " = 1 ' - 0 " SCALE: 1/4" = 1'-0"PEDESTRIAN RAMP DETAIL - BOULEVARD STYLE11x17 SCALE: 1/8" = 1'-0" K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R S C A L E : 1 / 2 " = 1 ' - 0 " 1 1 x 1 7 S C A L E : 1 / 4 " = 1 ' - 0 " C O N C R E T E S I D E W A L K D E T A I L VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 0 C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R DATEDESCRIPTIONNO.BYN:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C050_CURB+PAVING+APPROACH+X-WALK-DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Jan/16/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 2 8 8 0 T e c h n o l o g y B o u l e v a r d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t engineers surv e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e H O M E 2 - H O T E L 2 6 0 5 . 0 2 8 M O N T A N A C U R B , P A V I N G , A P P R O A C H & D E C O R A T I V E C R O S S W A L K D E T A I L S C 0 5 0 C M S C M S M E E 1 / 2 1 / 2 0 2 0 T E E 6 / 2 4 / 2 0 1 9 B O Z E M A N DEVELOPMENT REVIEW RESUBMITTAL 1.21.2020