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HomeMy WebLinkAbout19_C400 CIVIL DETAILS 4-23-2019. 5 ' 6 ' 1 5 / 8 ' 1 ' 1 5 / 8 ' 1 ' 2 ' E Q . E Q . ℄ PARKING STALL # 4 R E B A R D O W E L S E C T I O N P L A N # 4 R E B A R D O W E L # 4 R E B A R D O W E L P R E C A S T C O N C R E T E W H E E L S T O P P R E C A S T C O N C R E T E W H E E L S T O P P A V E M E N T F I N I S H G R A D E 1 3 C 4 0 0 W H E E L S T O P N O T T O S C A L E 1. 2% CROSS SLOPE (1/ 8 " / F T ) U N L E S S O T H E R W I S E S P E C I F I E D . 2. EXPANSION JOINTS E V E R Y 2 5 ' . NOTES:3. CONTRACTION JOINT S E V E R Y 5 ' ( 1 " D E E P ) . 1 2 " 2 4 " R 4 " R 3 " 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 . 6 " M I N . 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 . 4 C 4 0 0 C A T C H C U R B D E T A I L B O Z E M A N S T D D W G # 0 2 5 2 8 - 1 N O T T O S C A L E 3 C 4 0 0 S P I L L C U R B D E T A I L B O Z E M A N S T D D W G # 0 2 5 2 8 - 1 N O T T O S C A L E 6 " M I N . 2 4 " R 4 " R 3 " 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 1 2 " N O T E : 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 7 . 5 " 3 / 4 " T O 1 ' S L O P E 2 4 " 2 . 0 % S L O P E 2 . 0 % S L O P E 2 : 1 M A X C U T 2 : 1 M A X F I L L S E E L A N D S C A P E P L A N S F O R B A C K F I L L 1 / 2 " T O 1 ' S L O P E 2 4 " 2 . 0 % S L O P E 2 . 0 % S L O P E 2 : 1 M A X C U T 2 : 1 M A X F I L L 9 " C R U S H E D G R A V E L B A S E - 3 " M I N . S E E L A N D S C A P E P L A N S F O R B A C K F I L L 9 " 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 . 4 0 0 0 P S I C O N C R E T 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 4"4" 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 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 2C4004" CON C R E T E S I D E W A L K CROSS S E C T I O N N O T T O S C A L E 1.5'1.5'7"ASPHALT PAVINGSURFACE 3'ASPHALT PAVING SURFACETO BE 1/8" ABOVEEDGE OF GUTTER3"6"6" CRUSHEDBASECOURSE #4 BAR CONT.12" ON CENTERBOTH WAYS5C400VALLEY GUTTER DETAIL NOT TO SCALE N O N - P A V E D A R E A PVC BODY FERRULEW/ SQUAREHEAD SCREW PLUGPVC BRANCH WYE 4 5 ° B E N D L A T E R A L FLOW N O N - P A V E D E L E V A T I O N 9 0 ° B E N D F L O W 3 . 0 " 3 . 0 " 6C400CLEAN O U T N O T T O S C A L E 11C400BOLLA R D D E T A I L N O T T O S C A L E 4 2 . 0 ' 4 2 . 0 ' 6 " 6 " 2 0 . 0 " D I A 6" OR 8" DIA. POWDER-COATED YELLO W RAL # 1023CONCRETE-FILLEDSTEEL PIPE W/ DOMED TO P SEE PLAN FOR SIZESLOPE CONCRE T E TO DRAI N FLUSH GRADEAS PER SITE PLANCONCRETEBASEGRANULARFILL L I G H T B R O O M F I N I S H A N D T O O L E D G E S 38" N O T E S : 1 . S E E P L A N S F O R E X P A N S I O N A N D T O O L J O I N T L A Y O U T . 1 8 " X 1 1 2 " T O O L E D C O N T R O L J O I N T W I T H 1 4 " R O U N D E D G E S E X P A N S I O N J O I N T , S E E E N L A R G E M E N T S G R A N U L A R L E V E L I N G B A S E A S R E Q U I R E D C O M P A C T E D S U B G R A D E S E C T I O N E X P A N S I O N J O I N T E N L A R G E M E N T G R A Y E L A S T O M E R I C E X P A N S I O N J O I N T F I L L E R 1 2 " P R E F O R M E D E X P A N S I O N J O I N T M A T E R I A L W / R E M O V A B L E S T R I P F O R F I L L E R 1 2 " C O N C R E T E B O N D B R E A K 7 C 4 0 0 C O N C R E T E P A V E M E N T A N D J O I N T S S E C T I O N N O T T O S C A L E 4 0 0 0 P S I C O N C R E T 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 6 " 3 " M I N U S P I T R U N S U B - B A S E 8 C 4 0 0 6 " R E I N F O R C E D C O N C R E T E C R O S S S E C T I O N N O T T O S C A L E R E B A R # 3 @ 1 2 " O . C . 6 " 1 . 2 % C R O S S S L O P E ( 1 / 8 " / F T ) U N L E S S O T H E R W I S E S P E C I F I E D . 2 . E X P A N S I O N J O I N T S E V E R Y 2 5 ' . N O T E S : 3 . C O N T R A C T I O N J O I N T S E V E R Y 5 ' ( 1 " D E E P ) . 1 2 " 1 8 " 6 0 " M I N R E D L E T T E R S A N D B O R D E R O N W H I T E B A C K G R O U N D 1 " X 1 " C H A M F E R F I N I S H G R A D E N O T E : 1 . S I G N M O D E L S F R O M C O M P L I A N C E S I G N S , A S N O T E D , O R A P P R O V E D E Q U A L . N O P A R K I N G F I R E L A N E 1 2 C 4 0 0 F I R E L A N E N O P A R K I N G S I G N N O T T O S C A L E F O U N D A T I O N P E R B O Z E M A N S T A N D A R D D R A W I N G # 0 9 8 1 0 - 1 S T A B I L I Z A T I O N F A B R I C 6 " 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 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 4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR 6"3" MINUSPIT RUN SUB-BASE10C4006" REINFORCED CONCRETE - WITH HEAT TAPECROSS SECTION NOT TO SCALE REBAR #3 @ 12" O.C.6"1. 2% CROSS SLOPE (1/8"/FT) UNLESS OTHERWISE SPECIFIED.2. EXPANSION JOINTS EVERY 25'.NOTES:3. CONTRACTION JOINTS EVERY 5' (1" DEEP).STABILIZATION FABRIC 6"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR 2"HEAT TAPE. SEE ELECTRICALPLANS 9C400CONCRETE GENERATOR SLABCROSS SECTION NOT TO SCALE 4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR 8"3" MINUSPIT RUN SUB-BASE REBAR #5 @ 12" O.C.EA WAY, MID SLAB6"1. VERIFY SLAB PLAN SIZE WITH FINAL EQUIPMENT SIZE.NOTES:6"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR 1C400SWALESECTION NOT TO SCALE 1.0'BOTTOM 3:1 SLOPE3:1 SLOPE 1.0'MIN02.01.18 08:58 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C400.dwg C 4 0 0 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 11