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HomeMy WebLinkAboutL202 SITE DETAILS 02-13-2018NEW FLAGPOLE,SEE SPECIFICATION 107516FLASH COLLARWATERPROOF CEMENT 2" DEEPHARDWOOD WEDGESFILL SPACE WITHPACKED DRY SANDNOTE:1. POLE AS SPECIFIED IN SECTION 107516 "GROUND-SET FLAGPOLES."COMPACTED SUBGRADECONCRETE FOOTINGAS SPECIFIED16 GAUGE GALVANIZEDCORRUGATED SLEEVESTEEL CENTERING SPACERWELDED 316" STEEL PLATE6" x 6" STEEL SUPPORT PLATE34" DIA. LIGHTNING ARRESTORSPIKE TO EXTEND 12" BELOWFOOTING PER SPECIFICATION 107516GROUND-SET FLAGPOLES6"1L202FLAGPOLE FOUNDATION 3/4"=1'-0"1'-6"5L202MOWSTRIP 3/4"=1'-0"CONCRETE MOWSTRIP,INSTALL 1" ABOVEFINISHED GRADE5"3/4 " MINUS GRAVELBASE COURSE COMPACTED SUBGRADE 6"EDGE OF BUILDING OR BACK OF CURB(1) #4 CONT. REBAR, 3" MIN. CLRNOTES:1.SCORE TOP OF CONCRETEAT 4'-0" O.C.SLOPE 2%6"3'-0" TYP STONE MULCH4"FABRIC 3'4'1'-6"3L202BENCH 1"=1'-0"FINISH GRADE/ CONCRETE,TYP. WHERE APPLICABLE#5 @ 12" O.C.VERT. EACH FACE #5 @ 12" HORZ. EACH FACE 2'-0"PROVIDE EXPANSION JOINT IFADJACENT TO CONCRETESIDEWALK 3/4" CHAMFERED EDGE,ALL EXPOSED EDGES 2 L 2 0 2 R E I N F O R C E D T U R F 1 " = 1 ' - 0 " C O M P A C T E D S A N D Y G R A V E L R O A D B A S E P E R C I V I L / S T R U C T U R A L A S P H A L T F I R E L A N E S E E D E D T U R F G R A S S P A V E 2 P R O D U C T S 6 M I L . I M P E R M E A B L E P L A T E O R L I N E R C O M P A C T E D S U B G R A D E , 9 5 % M O D I F I E D P R O C T O R D E N S I T Y 1 2 " X 1 2 " C O N C R E T E P A V E R E V E R Y 2 0 F E E T , S E E P L A N S E E D E D T U R F G R A S S P A V E 2 U N I T 1 ' - 7 3 4 " 6 5 8 " 9 7 8 " 2 3 8 " 3 1 4 " S E C T I O N P L A N P I N E V E R Y 6 H O L E S , P E R M A N U F A C T U R E R , A T T A C H W I T H S N A P F I T F A S T E N E R S P L A N T I N G S O I L F I L L 4 L 2 0 2 B E N C H E L E V A T I O N 1 " = 1 ' - 0 " 1 5 ' - 0 " 1'-6" 4 L202BENCHELEVATION R E I N F O R C E D T U R F A T S E E D E D T U R F T O P O F R E I N F O R C E D G R I D T O B E F L U S H W I T H T O P O F G R A D E A T S E E D E D T U R F E D G E 2 ' - 6 " O . C . L I G H T I N G S E E E L E C T R I C A L , C E N T E R I N E N D O F B E N C H S M O O T H B E N C H T O P C L E A N P L Y W O O D F O R M S , W O O D G R A N O N C O N C R E T E F I N I S H I S D E S I R E D 1'-0" B E R M E D L A N D S C A P E , S E E P L A N C H A M F E R E D R E V E A L 1 " D E P T H X 1 " W I D T H , S I D E S 1 " 1" 8L202CONCRETE MAINTENENCE STRIP 1"=1'-0"COMPACTED SUBGRADE 12" ROUND 3" THICKNESS CONCRETEMOWSTRIP CONTROL JOINT10'-0" OC EXPANSION JOINT30'-0" OC. SLOPE TO DRAIN BUILDINGNOTES:1.PROVIDE CONTROL JOINTS AT ALL CORNERS OR WHEREMOWSTRIP CHANGES DIRECTIONS.SLOPE3" DEPTH OF 34" MINUSAGGREGATE BASE 12" 9 L 2 0 2 L A N D S C A P E E D G E D E T A I L 1 " = 1 ' - 0 " M U L C H A S I N D I C A T E D W E E D B A R R I E R F A B R I C , I F A P P L I C A B L E 3 " D E P T H O F 3 4 " M I N U S A G G R E G A T E B A S E F I N I S H G R A D E O F T U R F 5 " . B U R I E D B E L O W F I N I S H E D G R A D E 6 " 1" N O T E S : 1 ) E D G I N G T O B E P O U R E D I N P L A C E C O N C R E T E , N O C O L O R 2 ) P R O V I D E T O O L E D E X P A N S I O N J O I N T S 3 " O . C . F I L L E T E X P O S E D E D G E S 2 ' - 6 " O . C . 2 ' - 6 " O . C . 2 ' - 6 " O . C . 2 ' - 6 " O . C . 6 L 2 0 2 L I G H T E L E V A T I O N C H A M F E R E D R E V E A L 1 " D E P T H X 3 " W I D T H , T O P S 3 " 1" 6 L 2 0 2 L I G H T E L E V A T I O N S C A L E : 1 / 2 " = 1 ' - 0 " . \ B a s e F i l e \ I m a g e s \ b e n c h . j p g 9 " O . C . 1 " R E C E S S E D L I G H T , S E E E L E C T R I C A L 7 L 2 0 2 P L A Z A S C O R I N G 1 / 4 " = 1 ' - 0 " S A W C U T L I N E S P E R P E N D I C U L A R T O B U I L D I N G E N T R Y B R O O M F I N I S H P E R P E N D I C U L A R T O B U I L D I N G E N T R Y 9 ' - 0 " O . C . VARIES, 5'-7" O.C UNLESS NOTED OTHERWISE T O O L E D J O I N T S W I T H S M O O T H T O O L I N G M A R K S R E M A I N I N G P A R A L L E L T O B U I L D I N G APPROX. 4" 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 | NEW BOZEMAN HIGH SCHOOL BOZEMAN, MONTANA 4450 ANNIE STREET C I T Y S U B M I T T A L 0 2 . 1 4 . 2 0 1 8 2 0 1 8 D A Y T O N R U S H 7 1 6 0 ST A T E O F M O N T A N A L A N D S C A P E A R C H ITECT L I C E N S E D 06.29.17 11:09 PM | L:\BZNHS\BIMCAD\LandArch\City Submittal\BZHSL202 Site Details.dwg L 2 0 2 P L A N S S H E E T S D E T A I L S R U S H - L A S T N A M E