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HomeMy WebLinkAbout20_C401 CIVIL DETAILS 4-23-20197 ' 2C401ASP H A L T P A V E M E N T - S T A N D A R D CROS S S E C T I O N N O T T O S C A L E NOTES:1. SUBGRADE AND BASE C O U R S E S H A L L B E C O M P A C T E D T O 9 5 % O F M A X I M U M D E N S I T Y . 2. IF SUBGRADE IS OVER 5 % O F O P T I M U M M O I S T U R E , C O N T A C T E N G I N E E R . 5C401ADA PARKING STRIPING NOT TO SCALE 4" SOLID WHITE, NONSLIP, STRIPE,USE THROUGHOUTPARKING LOT (TYP.)4" SOLID WHITE, NON SLIP,STRIPESIN LOADING AREAS (TYP.)ACCESSIBILITYSYMBOL WHEEL STOPDETAIL 13/C4002.0'9.0'9.0'20.0'60.0° 1 2 " 6C401ADA S I G N A G E D E T A I L N O T T O S C A L E R E S E R V E D P A R K I N G V A N A C C E S S I B L E W I T H O U T P E R M I T $ 1 0 0 F I N E 'R7-8''R7-8b' O N V A N A C C E S S I B L E S P A C E O N L Y GREENBORDERGREENLETTERSBLUE W/ WHITEHANDICAP SYMBOLPER ANSI 4.28WHITEBACKGROUNDGREENARROWGREENLETTERSWHITEBACKGROUNDBLUEBACKGROUNDWHITELETTERS 1 2 " 1 8 " 6 " 6 " 6 0 " M I N FINISHEDGRADE2" DIA. GALV. STEEL PI P E IN PIPE SLEEVE12" DIA. CON C R E T E BASESONOTUBE F O R M OR EQUIV.GR A N U L A R FIL L 3 6 " W E L D T O S L E E V E 1 " X 1 " C H A M F E R 1 8 " N O T E S : 1 . S U B G R A D E O R B A S E C O U R S E C O M P A C T I O N S H A L L C O N F O R M T O G E O T E C H N I C A L R E P O R T T I T L E D , " G E O T E C H N I C A L R E P O R T , B O Z E M A N H E A L T H A M B U L A T O R Y C A R E F A C I L I T Y , S O U T H W E S T C O R N E R O F H U F F I N E L N / C O T T O N W O O D R D , B O Z E M A N , M O N T A N A " , P R E P A R E D B Y A L L I E D E N G I N E E R I N G S E R V I C E S I N C . , D A T E D N O V E M B E R 2 0 1 8 2 . C O N T R A C T I O N J O I N T S S H A L L B E P L A C E D A T 1 0 ' I N T E R V A L S A N D S H A L L H A V E A M I N I M U M D E P T H O F 3 / 4 " A N D M I N I M U M W I D T H O F 1 / 8 " . 3 . 1 / 2 " E X P A N S I O N J O I N T M A T E R I A L S H A L L B E P L A C E D A T A L L P . C . s , P . T . s , C U R B R E T U R N S A N D A T N O T M O R E T H A N 3 0 0 ' I N T E R V A L S . T H E E X P A N S I O N M A T E R I A L S H A L L E X T E N D T H R O U G H T H E F U L L D E P T H O F T H E C U R B A N D G U T T E R . 4 . N O C U R B A N D G U T T E R S H A L L B E P L A C E D W I T H O U T A F I N A L F O R M I N S P E C T I O N B Y T H E E N G I N E E R O R H I S R E P R E S E N T A T I V E . 5 . C O N C R E T E S H A L L B E C L A S S M - 4 0 0 0 . 6 . C R U S H E D G R A V E L B A S E S H A L L M E E T T H E R E Q U I R E M E N T S O F S E C T I O N 0 2 2 3 5 ( M P W S P E C S , 2 0 0 3 E D . ) . F O R C U R B A N D G U T T E R R E P L A C E M E N T P R O J E C T S , W A S H E D R O C K M A Y B E U S E D F O R T H E G R A V E L B A S E . 3 C 4 0 1 D R O P C U R B F O R P E D E S T R I A N R A M P C I T Y O F B O Z E M A N S T A N D A R D D R A W I N G # 0 2 5 2 8 - 1 N O T T O S C A L E 6 " M I N . 2 4 " 7 . 5 " 3 / 4 " T O 1 ' S L O P E C R U S H E D G R A V E L B A S E - 3 " M I N . 9 " 9 . 5 " 3 / 4 " F I N I S H E D A S P H A L T S U R F A C E T O B E 1 / 8 " T O 1 / 4 " A B O V E G U T T E R L I P 4 " T H I C K S I D E W A L K N O T E S : 1 . S U B G R A D E O R B A S E C O U R S E C O M P A C T I O N S H A L L C O N F O R M T O G E O T E C H N I C A L R E P O R T T I T L E D , " G E O T E C H N I C A L R E P O R T , B O Z E M A N H E A L T H A M B U L A T O R Y C A R E F A C I L I T Y , S O U T H W E S T C O R N E R O F H U F F I N E L N / C O T T O N W O O D R D , B O Z E M A N , M O N T A N A " , P R E P A R E D B Y A L L I E D E N G I N E E R I N G S E R V I C E S I N C . , D A T E D N O V E M B E R 2 0 1 8 2 . C O N T R A C T I O N J O I N T S S H A L L B E P L A C E D A T 1 0 ' I N T E R V A L S A N D S H A L L H A V E A M I N I M U M D E P T H O F 3 / 4 " A N D M I N I M U M W I D T H O F 1 / 8 " . 3 . 1 / 2 " E X P A N S I O N J O I N T M A T E R I A L S H A L L B E P L A C E D A T A L L P . C . s , P . T . s , C U R B R E T U R N S A N D A T N O T M O R E T H A N 3 0 0 ' I N T E R V A L S . T H E E X P A N S I O N M A T E R I A L S H A L L E X T E N D T H R O U G H T H E F U L L D E P T H O F T H E C U R B A N D G U T T E R . 4 . N O C U R B A N D G U T T E R S H A L L B E P L A C E D W I T H O U T A F I N A L F O R M I N S P E C T I O N B Y T H E E N G I N E E R O R A R E P R E S E N T A T I V E . 5 . C O N C R E T E S H A L L B E C L A S S M - 4 0 0 0 . 6 . C R U S H E D G R A V E L B A S E S H A L L M E E T T H E R E Q U I R E M E N T S O F S E C T I O N 0 2 2 3 5 ( M P W S P E C S , 2 0 0 3 E D . ) . F O R C U R B A N D G U T T E R R E P L A C E M E N T P R O J E C T S , W A S H E D R O C K M A Y B E U S E D F O R T H E G R A V E L B A S E . 4 C 4 0 1 P E D E S T R I A N R A M P S P I L L C U R B C I T Y O F B O Z E M A N S T A N D A R D D R A W I N G # 0 2 5 2 8 - 1 N O T T O S C A L E 2 4 " F I N I S H E D A S P H A L T S U R F A C E T O B E 1 / 8 " T O 1 / 4 " A B O V E G U T T E R L I P C R U S H E D G R A V E L B A S E - 3 " M I N . 6 " M I N . 1 / 2 " T O 1 ' S L O P E 9 " 1 4 . 5 " 9 . 5 " 3 4 " 4 " T H I C K S I D E W A L K 3 1 5 L B . W O V E N G E O T E X T I L E F A B R I C ( M I R A F I 6 0 0 X O R A P P R O V E D E Q U A L ) TAPER TO ASPHALT LEVELELEVATIONPLAN FULL HEIGHT C U R B CURB TRANSITIONFL O W L I N E FULL HEIGHT CURBCURB TRANSITION VARIES2.0'10C401CURB AND GUTTER TAPER NOT TO SC A L E 7 C 4 0 1 P E D E S T R I A N R A M P W I T H V E R T I C A L C U R B N O T T O S C A L E T R U N C A T E D D O M E S C A S T I N P L A C E P A N E L 8 . 3 3 % M A X S L O P E S P I L L O R C A T C H C U R B B E Y O N D , S E E D E T A I L . 2 . 0 % M A X S L O P E L A N D I N G V E R T I C A L C U R B , S E E D E T A I L 1 1 / C 4 0 1 . 4 " C O N C R E T E S I D E W A L K , S E E D E T A I L . 5 ' 0 " 6 ' 0 " 3 ' 0 " 1 1 C 4 0 1 V E R T I C A L C U R B N O T T O S C A L E C O N C R E T E 1 2 " 6 " V A R I E S 6 " M A X T A P E R T O M A T C H R E F E R T O D E T A I L 2 / C 4 0 0 R 0 . 5 " # 4 B A R - 2 " C L E A R F R O M T O P A N D B O T T O M E D G E L A N D S C A P E A R E A B A C K F I L L W I T H T O P S O I L W H E R E A P P R O P R I A T E V E R T I C A L C U R B , B E Y O N D . 5 % M A X S L O P E 6 " T R A N S I T I O N P E D E S T R I A N R A M P S P I L L O R C A T C H C U R B S P I L L O R C A T C H C U R B V E R T I C A L C U R B , S E E D E T A I L 1 1 / C 4 0 1 . 6 " T R A N S I T I O N 5 ' V A R I E S 7 ' T R U N C A T E D D O M E S C A S T I N P L A C E P A N E L S P I L L C U R B , S E E D E T A I L . 3 / C 4 0 0 P E D E S T R I A N R A M P S P I L L C U R B , S E E D E T A I L . 4 / C 4 0 1 4 " C O N C R E T E S I D E W A L K , S E E D E T A I L . 2 / C 4 0 0 4 " C O N C R E T E S I D E W A L K , S E E D E T A I L . 2 / C 4 0 0 V E R T I C A L C U R B , S E E D E T A I L 1 1 / C 4 0 1 . 2% MAX SLOPE 8 % M A X S L O P E 8 C 4 0 1 P E D E S T R I A N R A M P W I T H V E R T I C A L C U R B N O T T O S C A L E 9C401CURB CUT NOT TO SCALE 0.5'24"SECTION 12"12"24"6"6"12"FRONT VIEW3" THICK CRUSHEDBASE COURSECOMPACTED A S P H A L T P L A N T M I X T Y P E B 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 C A R I F Y N A T I V E M A T E R I A L T O 8 " D E P T H A N D C O M P A C T T O 9 5 % S T A N D A R D P R O C T O R 12"3" T/2 T 1 / 2 D O W E L L E N G T H T = P A V E M E N T T H I C K N E S S D R I L L A N D E P O X Y G R O U T D O W E L H E A T E D P A V E M E N T N E W P A V E M E N T P A I N T A N D O I L E N D O F D O W E L N O T E S : 1 . D O W E L S S H A L L B E D R I L L E D I N T H E E X I S T I N G C O N C R E T E O R H E A T E D C O N C R E T E A N D T H E D O W E L S S H A L L B E B O N D E D I N T H E D R I L L E D H O L E S U S I N G A N E P O X Y R E S I N G R O U T . J O I N T S E A L , S E E J O I N T D E T A I L 1 2 " S P A C I N G O . C . 1 2 C 4 0 1 C O N C R E T E D O W E L E D J O I N T N O T T O S C A L E 1 / 2 " D I A S M O O T H D O W E L , 1 2 " L O N G E X I S T I N G O R 1C401PEDESTRIAN WALKWAY AT CURB & GUTTER NOT TO SCALE TRUNCATED DOMESCAST IN PLACEPANELCATCH CURBBEYOND4" CONCRETESIDEWALK,SEE DETAIL.5'0"6'0"CATCH ORSPILL CURBSEE DETAIL.DROP CURB FORPEDESTRIAN RAMP,SEE DETAIL.1' TRANSITION1' TRANSITION 6" 6 " " M I N U S U N C R U S H E D S A N D Y G R A V E L L A N D I N G L A N D I N G N O T E : L A N D I N G A R E A S H A L L H A V E N O S L O P E S G R E A T E R T H A N 1 / 4 8 ( A P P R O X . 2 % ) T R U N C A T E D D O M E S C A S T I N P L A C E P A N E L S P I L L O R C A T C H C U R B . S E E 3 / C 4 0 0 O R 4 / C 4 0 0 S I D E W A L K 1 : 1 2 S P I L L O R C A T C H C U R B . S E E 3 / C 4 0 0 O R 4 / C 4 0 0 D R O P C U R B F O R P E D E S T R I A N R A M P S E E 3 / C 4 0 1 O R 4 / C 4 0 1 . S E E P L A N V I E W F O R S P I L L O R C A T C H . R 4 . 5 ' 5 . 0 ' M A X 6 0 " 7 2 " V E R T I C A L C U R B , S E E D E T A I L 1 1 / C 4 0 1 . 8% MAX SLOPE N O T E : L A N D I N G A R E A S H A L L H A V E N O S L O P E S G R E A T E R T H A N 1 / 4 8 ( A P P R O X . 2 % ) N O T E : L A N D I N G A R E A S H A L L H A V E N O S L O P E S G R E A T E R T H A N 1 / 4 8 ( A P P R O X . 2 % ) NOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)LANDING AREA 8 % M A X S L O P E 02.01.18 08:58 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C401.dwg C 4 0 1 C I V I L D E T A I L S R I S T E R D R A W N B Y | R E V I S I O N S © | A L L R I G H T S R E S E R V E D ® w w w . c t a g r o u p . c o m 8 0 0 . 7 5 7 . 9 5 2 2 C H E C K E D B Y | WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPI C I T Y C O M M E N T S 0 2 . 1 2 . 2 0 1 9 2 0 1 9 1 0 4 . 2 3 . 2 0 1 9 C I T Y C O M M E N T S 1 1 3 C 4 0 1 S I D E W A L K C U R B R A M P N O T T O S C A L E 1