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HomeMy WebLinkAboutC640 Curb+Paving Details_22x34_201908014" (MIN)1'-0"6"(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)4" R 3" R3/4" PER 1' SLOPE 2"9"614" [0.52']714" [0.60']2'-0"TOPSOILCOMPACTEDBACKFILLSUB-BASE COURSEAS REQUIRED CRUSHED GRAVELBASE - 3" MIN FINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIP LAYDOWNCURBNOTES:9"AS REQUIREDNOTES:1.SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPW SPECS., 1996 ED.)2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 34" AND MINIMUMWIDTH OF 18".3.12" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION 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 CITY ENGINEER OR HISREPRESENTATIVE.5.CONCRETE SHALL BE CLASS M-4000.6.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 2003 ED) FOR CURB ANDGUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.3"1'-0"8"(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE 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 ASDETERMINED BY ASTM D 698.5.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITHAASHTO 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 EXCEEDINGONE-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" MINUSCRUSHED SUB-BASE COURSE ASPHALTCONCRETE PAVEMENTNATIVE GROUND MIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL 6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE 3 " 1 ' - 0 " 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 NOTES:1.PRIOR TO 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 EIGHT INCH 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 MAXIMUM 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.AGGREGAT 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 PARTICLE S I Z E O F T H R E E I N C H E S ( 3 " ) . 3.AGGREGAT 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 SIZE OF ON E A N D O N E - H A L F I N C H E S ( 1 - 1 / 2 " ) . 4.AGGREGAT 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 DETERMIN E D B Y A S T M D 6 9 8 . 5.ASPHALT S H A L L 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 M P 1 C O M 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 FINISH E D S U 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-QUAR T E R I N 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 COR R E C T I O 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 . M I N I M U M D E P T H O F 3 " M I N U S C R U S H E D S U B - B A S E C O U R 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 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 " 6 ' - 0 " 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 D O W E L T O C U R B W I T H ( 2 ) - # 4 x 1 8 " 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 3 " C E N T E R S , C E N T E R E D I N S L A B ( T Y P ) D O W E L T O C U R B W I T H ( 3 ) - # 4 x 1 8 " 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 5 " C E N T E R S , C E N T E R E D 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 I N S T A L L D E T E C T A B L E W A R N I N G T A P E A M A X I M U M O F 1 8 " B E L O W F I N I S H S U R F A C E G R A D E 1 ' - 0 " ( M I N ) 1 ' - 0 " ( M I N ) 4 " 6 " T R E N C H W I D T H = O D O F P I P E P L U S 2 ' - 0 " ( M I N T R E N C H W I D T H = 3 ' - 6 " ) T Y P E 2 P I P E B E D D I N G W H E R E R E Q U I R E D F O R S O F T O R U N S T A B L E F O U N D A T I O N T Y P E 1 P I P E B E D D I N G P L A C E D I N 6 " M A X L A Y E R S A N D C O M P A C T E D T H O R O U G H L Y S E L E C T T Y P E 1 B E D D I N G M A T E R I A L P L A C E D I N 6 " L A Y E R S & C O M P A C T E D A S S P E C I F I E D I N S E C T I O N 0 2 2 2 1 F L O W A B L E F I L L T R E N C H B A C K F I L L S L O P I N G , B E N C H I N G , O R S U P P O R T S Y S T E M S I N T H I S A R E A T O C O N F O R M T O O S H A R E G U L A T I O N S * V E R T I C A L T R E N C H W A L L S W I T H S H O R I N G T O C O N F O R M T O O S H A R E G U L A T I O N S * B A C K S L O P E A S S P E C I F I E D T O C O N F O R M T O O S H A R E G U L A T I O N S * E X I S T I N G A R T E R I A L O R C O L L E C T O R S T R E E T S U R F A C E ( T Y P ) * S E E O S H A C O N S T R U C T I O N S T A N D A R D S F O R E X C A V A T I O N S N O T E S : 1 . E X I S T I N G P A V E M E N T S H A L L B E C U T A L O N G A N E A T V E R T I C A L L I N E A M I N I M U M O F 1 2 " F R O M T H E E D G E O F T H E T R E N C H O P E N I N G . W H E R E N E A T L I N E I S L E S S T H A N 3 ' - 0 " F R O M T H E E D G E O F T H E E X I S T I N G P A V E M E N T O R C U R B A N D G U T T E R S E C T I O N , R E M O V E A N D R E P L A C E T H E E N T I R E P A V E M E N T S E C T I O N B E T W E E N T H E T R E N C H A N D E D G E O F P A V E M E N T . 2 . F O R R E P L A C E M E N T O F T H E P A V E M E N T S E C T I O N , A T A M I N I M U M M A T C H T H E E X I S T I N G P A V E M E N T T H I C K N E S S U N L E S S O T H E R W I S E S P E C I F I E D B Y T H E E N G I N E E R . © 2 8 8 0 T e c h n o l o g y B l v d . W . B o z e m a n , M T 5 9 7 1 8 P h o n e : ( 4 0 6 ) 5 8 7 - 0 7 2 1 F a x : ( 4 0 6 ) 9 2 2 - 6 7 0 2 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 D R A W N B Y : C H K ' D . B Y : A P P R . B Y : D A T E : Q . A . R E V I E W D A T E : B Y : 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 . , 2 0 1 9 VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\Sheets\Civil\5305005-C640- Curb+Paving+X-Walk-Details.dwg Plotted by cooper krause on Jun/6/2019 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s 5 3 0 5 . 0 0 5 C 6 4 0 B O Z E M A N M O N T A N A T E E K D J M E E 1 0 / 2 0 1 8 C U R B & G U T T E R , P A V I N G , A N D 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 R E S I D E N C E I N N - B O Z E M A N 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 SCALE: 1" = 1'-0"CURB AND GUTTER DETAILS11x17 SCALE: 1/2" = 1'-0"STANDARD CATCH CURB & GUTTERSTANDARD SPILL CURB & GUTTERSCALE: 1/2" = 1'-0"STANDARD DUTY BITUMINOUS PAVEMENT DETAIL11x17 SCALE: 1/4" = 1'-0" S C A L E : 1 / 2 " = 1 ' - 0 " S T A N D A R D D U T Y C O N C R E T E 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 / 4 " = 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 " N O T T O S C A L E T R E N C H R E S T O R A T I O N - F L O W A B L E F I L L 1 0 / 1 7 / 2 0 1 8