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HomeMy WebLinkAbout17.0 LSMT_BZN_Civil_Site Plan 02 05 19 10© | A L L R I G H T S R E S E R V E D ® D R A W N B Y | R E V I S I O N S C H E C K E D B Y | LES SCHWAB TIRE CENTER BOZEMAN, MONTANA 59718 1100 REEVES ROAD S I T E P L A N A P P L I C A T I O N 0 2 . 0 5 . 2 0 1 9 2 0 1 9 12.11.18 08:46 AM | L:\LesSchwab\New\LSMT_BZN\BIMCAD\Civil\LSMT_BZNC400.dwg C 4 0 0 C I V I L D E T A I L S W A L K E R G R A H A M 1C400ASPHALT PAVEMENT - STANDARDCROSS SECTION NOT TO SCALE ASPHALT PLACED IN MAXIMUM 2" LIFTSAND COMPACTED TO 95% MAXIMUMDENSITY4-INCH MINUS UNCRUSHED SANDY(PITRUN) GRAVEL AND 1-1/2-INCH MINUSCRUSHED (ROADMIX) GRAVEL,COMPACTED TO A MINIMUM OF 95% OFASTM D698.SCARIFY APPROXIMATELY 4"-12" NATIVEMATERIAL. REPLACE WITH IMPORTEDSUBGRADE, COMPACT TO 95% STANDARDPROCTOR 6" *3" *NOTES:1.PRIOR TO PLACING GRAVEL, THE SUBGRADE SHOULD BE PROOF-ROLLED USING ASTEEL-DRUM ROLLER TO DETERMINE THE PRESENCE OF ANY SOFT SPOTS. IF SOFT SOILSARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACE IN ACCORDANCE WITHTHE GEOTECHNICAL REPORT.2.LIFTS OF GRAVEL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 12" THICK.3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE*REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESSES UNLESS DIRECTEDOTHERWISE BY OWNER. 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 " * 1 2 " * A G G R E A T E B A S E C O U R S E C O M P A C T T O M I N I M U M 9 5 % O F A S T M D 6 9 8 . 3 C 4 0 0 4 " 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 N O T E S : 1 . S E E L A N D S C A P E P L A N S F O R F I N I S H & J O I N T S 2 . C O N C R E T E S H O U L D H A V E M I N I M U M E N T R A I N E D A I R C O N T E N T O F 5 . 0 % A N D U T I L I Z E T Y P E V C E M E N T . 3 . T H E S U B G R A D E B E L O W F L A T W O R K S H O U L D B E P R O O F - R O L L E D . A N Y D E L E T E R I O U S M A T E R I A L S S H O U L D B E R E M O V E D A N D R E P L A C E D W I T H C O M P E T E N T F I L L * R E F E R T O G E O T E C H N I C A L R E P O R T F O R A L L M A T E R I A L T H I C K N E S S E S U N L E S S D I R E C T E D O T H E R W I S E B Y O W N E R . 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 X " * A G G R E G A T E 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 4 C 4 0 0 R E I N F O R C E D C O N C R E T E N O T T O S C A L E X " * # 4 @ 1 2 " O . C . E A C H W A Y X " N O T E S : 1 . S E E L A N D S C A P E P L A N S F O R F I N I S H & J O I N T S 2 . C O N C R E T E S H O U L D H A V E M I N I M U M E N T R A I N E D A I R C O N T E N T O F 5 . 0 % A N D U T I L I Z E T Y P E V C E M E N T . 3 . T H E S U B G R A D E B E L O W F L A T W O R K S H O U L D B E P R O O F - R O L L E D . A N Y D E L E T E R I O U S M A T E R I A L S S H O U L D B E R E M O V E D A N D R E P L A C E D W I T H C O M P E T E N T F I L L * R E F E R T O G E O T E C H N I C A L R E P O R T F O R A L L M A T E R I A L T H I C K N E S S E S U N L E S S D I R E C T E D O T H E R W I S E B Y O W N E R . 2C400ASPHALT P A V E M E N T - H E A V Y D U T Y CROSS SECTI O N N O T T O S C A L E NOTES:1.PRIOR TO PLACING STRUCTURAL F I L L , S U B R A D E S H O U L D B E P R O O F - R O L L E D U S I N G A STEEL-DRUM ROLLER TO DETER M I N E T H E P R E S E N C E O F A N Y S O F T S P O T S . I F S O F T S O I L S ARE ENCOUNTERED, THEY SHOU L D B E R E M O V E D A N D R E P L A C E I N A C C O R D A N C E W I T H THE GEOTECHNICAL REPORT.2.LIFTS OF FILL ARE TO BE COMPA C T E D I N L A Y E R S N O G R E A T E R T H A N 1 2 " T H I C K . 3.FILL TO BE WITHIN 2% OF OPTIMU M M O I S T U R E *REFER TO GEOTECHNICAL REPORT F O R A L L M A T E R I A L T H I C K N E S S E S U N L E S S D I R E C T E D OTHERWISE BY OWNER.6C400ACCESSIBLE PARKIN G S T R I P I N G N O T T O S C A L E 4 " S O L I D W H I T E , N O N S L I P , S T R I P E S I N L O A D I N G A R E A S ( T Y P . ) A L T . P A I N T C O L O R B L U E ACCESSIBILITYSYMBOLALT. PAINTCOLOR BLUE 6 0 ° 0 ' 0 " " 2 . 0 ' 10.0'20.0'VARIESSEE PLANNOTE: MAXIMUM SLOPE IN ANYDIRECTION IS 2%12" 1 1 C 4 0 0 A D A 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 'R7-8' O N V A N A C C E S S I B L E S P A C E O N L Y G R E E N B O R D E R G R E E N L E T T E R S B L U E W / W H I T E H A N D I C A P S Y M B O L P E R A N S I 4 . 2 8 W H I T E B A C K G R O U N D G R E E N A R R O W B L U E B A C K G R O U N D W H I T E L E T T E R S 1 2 " 1 8 " 6 " 6 0 " M I N F I N I S H E D G R A D E SIGN FOUNDATIONSEE DETAILGRANULARFILL W E L D T O S L E E V E 9C400SIGN FOUNDATIONNTS 36"18"FINISH GRADE 1" X 1" CHAMFERFOUNDATION PERBOZEMAN STANDARD DRAWING #09810-1 2" DIA. GALVANIZEDSTEEL PIPE IN PIPESLEEVE12"10C400STOP SIGN N O T T O S C A L E 1 2 " STOP SIGNPER MUTCD # R1-130"X30"6 0 " M I N FINISHEDGRADE 3 6 " FASTEN POST TO SLEEVE WITH 5/16"CORNER BOLT.1"X1" CHAMFER18"2"2" PREFORATED SQUARETUBE POST (14 GAUGE) S I G N F O U N D A T I O N S E E D E T A I L STOP 7 C 4 0 0 C U R B C U T F O R D R A I N A G E N O T T O S C A L E 0 . 5 ' 3 1 M A X . X " 6 " M I N U S R I P - R A P S E C T I O N 1 2 " N O N - W O V E N G E O T E X T I L E F A B R I C X " T H I C K C R U S H E D B A S E C O U R S E C O M P A C T E D B A C K O F C U R B E X T E N D R I P - R A P T O B O T T O M O F P O N D A S P H A L T P L A C E D I N M A X I M U M 2 " L I F T S A N D C O M P A C T E D T O 9 5 % M A X I M U M D E N S I T Y I M P O R T E D " 6 - I N C H M I N U S " S T R U C T U R A L F I L L 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 A S T M D 6 9 8 . S C A R I F Y A P P R O X I M A T E L Y 4 " - 1 2 " N A T I V E M A T E R I A L . R E P L A C E W I T H I M P O R T E D S U B G R A D 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 X" *X" * N O T E S : 1 . S E E L A N D S C A P E P L A N S F O R F I N I S H & J O I N T S 2 . C O N C R E T E S H O U L D H A V E M I N I M U M E N T R A I N E D A I R C O N T E N T O F 5 . 0 % A N D U T I L I Z E T Y P E V C E M E N T . 3 . T H E S U B G R A D E B E L O W F L A T W O R K S H O U L D B E P R O O F - R O L L E D . A N Y D E L E T E R I O U S M A T E R I A L S S H O U L D B E R E M O V E D A N D R E P L A C E D W I T H C O M P E T E N T F I L L R E F E R T O G E O T E C H N I C A L R E P O R T F O R L E S S C H W A B T I R E C E N T E R . 8 C 4 0 0 V A L L E Y G U T T E R N O T T O S C A L E 1 . 5 " P R O P O S E D A S P H A L T S E E R E I N F O R C E D C O N C R E T E S E C T I O N 4 / C 4 0 0 C O N C R E T E J O I N T I N G F O R C O N N E C T I O N T O A S P H A L T S E C T I O N ( T Y P . 2 ) 4 " 1 8 " 1 2 C 4 0 0 C O N C R E T E E X P A N S I O N A N D C O N T R A C T I O N J O I N T S S E C T I O N N O T T O S C A L E S T A N D A R D C O N C R E T E T R E A T M E N T 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 S E E T O D E T A I L 3 / C 4 0 0 F O R S I D E W A L K S U B G R A D E L I G H T B R O O M F I N I S H 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 R O U N D E D G E S 1 2 " B I T U M I N O U 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 A S T M C 1 5 0 T Y P E I I C O N C R E T E , 4 0 0 0 P S I 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 B O N D B R E A K C O N C R E T E 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 L I G H T B R O O M F I N I S H E X P A N S I O N J O I N T O R C O N T R A C T I O N J O I N T F R E E S T A N D I N G S I G N A G E 5C4006" DIA. BOLLARD NOT TO SCALE 3"3'-0"3'-0"1"EXTERIOR BOLLARD NOTES:1.05 5000 PLASTIC JACKET, COLOR: DARK GRAY OR URBAN BRONZE(VERIFY COLOR WITH ARCHITECT).2.ROUND SMOOTH CONCRETE TOP3.05 5000 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE (2)COATS PRIMED4.TO EXTEND 3'-0" ABOVE FINISHED GRADE, UNLESS NOTED OTHERWISEON PLANS.05 5000 PLASTIC JACKET,COLOR TO MATCHSTOREFRONT ROUND SMOOTHCONCRETE TOP05 5000 6" DIA. STANDARD STEELPIPE FILLED WITH CONCRETE (2)COATS PRIMED, (1) FINISH PER SPEC.FINISHED GRADE ORCONCRETE SLAB03 3000 18" DIA.CONCRETE FOOTING 2 0 " 6 " 6 " 3 ' - 6 " 3 6 " C O N C R E T E - F I L L E D S T E E L P I P E w / D O O M E D T O P S L O P E C O N C R E T E T O D R A I N C O N C R E T E B A S E G R A N U L A R F I L L D I A . F L U S H G R A D E A S P E R S I T E P L A N L D P E T H E R M O P L A S T I C B U M P E R P O S T S L E E V E C O L O R T O M A T C H B U I L D I N G ( B L A C K ) 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 'R7-8' O N V A N A C C E S S I B L E S P A C E O N L Y G R E E N B O R D E R G R E E N L E T T E R S B L U E W / W H I T E H A N D I C A P S Y M B O L P E R A N S I 4 . 2 8 W H I T E B A C K G R O U N D G R E E N A R R O W B L U E B A C K G R O U N D 1 2 " 1 8 " 6 " 6 0 " M I N 1 1 4 " S C H 4 0 S T E E L P I P E W I T H H D P E S L E E V E B O L L A R D M O U N T E D S I G N A G E