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HomeMy WebLinkAbout2605028-C052_Signage+Pavement-Marking-Details-1-21-2020SUPPORT AND CORRESPONDING ANCHORSUPPORTANCHORTUBESIZEWEIGHTWALLTHICKNESSTUBESIZEWEIGHTWALLTHICKNESS2" X 2"2.42 LB / FT0.105"(12 GAUGE)2-1/2" X 2-1/2"18.4 LB / EA0.188"(7 GAUGE)NOTES:1.STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHEDWITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT.2.WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITESIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FORADDITIONAL STABILITY.3.ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED ASAN OPTION AS APPROVED BY THE ENGINEER.2" (MAX)2'-6"4"1'-0"7/16" DIA HOLES SPACEDONE INCH (1") ON-CENTERGROUNDLEVELINSERT SIGN POST18" INTO ANCHOR2-1/2" OR 3" SQUARE,NON-PERFORATEDSTEEL HEAVY DUTYBREAKAWAY ANCHORCONCRETE FOUNDATION(CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM)NATIVE GROUND 2" OR 2-1/2" SQUARE PERFORATEDGRADE 50 STEEL POSTSHIMS ARE NOT TO BE USEDFASTEN POST TO ANCHOR WITH 5/16" STEEL(STAINLESS OR ZINC PLATED) CORNER BOLT,FLAT WASHER, & NUT (SEE NOTE 2 BELOW)2-1/2" X 2-1/2"3.14 LB / FT0.105"(12 GAUGE)3" X 3"23.0 LB / EA0.188"(7 GAUGE) 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 $ 1 0 0 F I N E P E R M I T R E Q U I R E D R E S E R V E D P A R K I N G $ 1 0 0 F I N E PE R M I T R E Q U I R E D 5 ' - 0 " 1 " 1 8 " 6 " 1 2 " 1 " 6 " 1 " 6 " S T A N D A R D A C C E S S I B L E P A R K I N G S P A C E S I G N A S S E M B L Y V A N A C C E S S I B L E P A R K I N G S P A C E S I G N A S S E M B L Y 1 8 " 1 2 " $ 1 0 0 F I N E P E R M I T R E Q U I R E D 1 . 5 " 0 . 5 " 1 " 1 . 5 " 1 . 5 " 1 2 " $ 1 0 0 F I N E P L A Q U E D E T A I L N O T E S : 1 . S I G N S M A Y A L S O B E M O U N T E D O N B U I L D I N G F A C E A S A P P L I C A B L E A N D A P P R O V E D B Y O W N E R . 2 . S I G N S S H A L L B E M O U N T E D T O P O S T O R B U I L D I N G U S I N G N E O P R E N E , F I B R O U S , O R O T H E R A P P R O V E D N O N - M E T A L L I C W A S H E R S . R 7 - 8 N A ( N O A R R O W ) 1 2 " x 1 8 " R 7 - 8 N A ( N O A R R O W ) 1 2 " x 1 8 " " $ 1 0 0 F I N E " P L A Q U E 1 2 " x 6 " R 7 - 8 A 1 2 " x 6 " " $ 1 0 0 F I N E " P L A Q U E 1 2 " x 6 " 2 " S Q U A R E P E R F O R A T E D G R A D E 5 0 S T E E L P O S T F I N I S H E D G R O U N D S U R F A C E W H I T E B A C K G R O U N D S I G N B L A N K & B O R D E R S A M E A S R 7 - 8 A 1 . 5 " G R E E N S E R I E S D L E T T E R S 1 " G R E E N S E R I E S D L E T T E R S S I G N P O S T F O U N D A T I O N P E R D E T A I L 1 T H I S S H E E T N A T I V E G R O U N D 2 8 " M I N I M U M 2 4 " M I N I M U M ** * B L U E P A I N T * * * ± 5 ' - 2 " ± 4 ' - 8 " * * W H I T E P A I N T - S T R O K E W I D T H = 3 " ( M I N ) R E F E R T O " S T A N D A R D H I G H W A Y S I G N S , 2 0 0 4 E D I T I O N " A P P E N D I X ( P A G E 6 - 3 1 ) F O R H A N D I C A P P E D S Y M B O L D E S I G 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"SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL11x17 SCALE: 1/2" = 1'-0" S C A L E : 1 / 2 " = 1 ' - 0 " A C C E S S I B L E P A R K I N G S I G N I N S T A L L A T I O N 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 / 2 " = 1 ' - 0 " A C C E S S I B L E P A R K I N G P A V E M E N T M A R K I N G D E T A I L 1 1 x 1 7 S C A L E : 1 / 4 " = 1 ' - 0 " VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 0 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 . , 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 DATEDESCRIPTIONNO.BYN:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C052_SIGNAGE+PAVEMENT-MARKING-DETAILS.DWG PLOTTED BY:CELINE SAUCIER ON Jan/16/2020 REVISIONS D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : 2 8 8 0 T e c h n o l o g y B o u l e v a r d W e s t B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t engineers surveyors p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e H O M E 2 - H O T E L 2 6 0 5 . 0 2 8 M O N T A N A S I G N A G E & P A V E M E N T M A R K I N G D E T A I L S C 0 5 2 C M S C M S M E E 1 / 2 1 / 2 0 2 0 T E E 6 / 2 4 / 2 0 1 9 B O Z E M A N DEVELOPMENT REVIEW RESUBMITTAL 1.21.2020