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HomeMy WebLinkAboutC650 Sidewalk Details_22x34_201908014"(MIN) CLASSM-4000 CONCRETE3"(MIN) 3/4" MINUS CRUSHEDLEVELING COURSE MATERIALNOTES:1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OFSIDEWALK.2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINTFOR THE FULL DEPTH OF CONCRETE.3.FINISH CONCRETE WITH LIGHT BROOM FINISH.2% MAX CROSS SLOPECOMPACTED SUBGRADE W I D T H V A R I E S R E F E R T O P L A N V A R I E S W I D T H V A R I E S R E F E R T O P L A N 6 ' - 0 " 6 ' - 0 " R A M P S L O P E 1 2 ( H ) : 1 ( V ) M A X * C O L O R A S A P P R O V E D B Y O W N E R * NO T E S : 1.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 R E I N F O R C E D W I T H 1 . 5 L B S O F F I B E R M E S H P E R C U B I C Y A R D . R A M P M A Y A L S O B E R E I N F O R C E D W I T H 6 x 6 x 1 0 G A U G E W I R E M E S H . 2.D O W E L R A M P F L A R E S T H R E E I N C H E S ( 3 " ) I N T O B A C K O F C U R B W I T H # 5 x 2 4 " R E B A R , M A I N T A I N I N G T H R E E I N C H E S ( 3 " ) C L E A R . 3.D E T E C T A B L E W A R N I N G S U R F A C E S S H A L L C O M P L Y W I T H T H E " A M E R I C A N S W I T H D I S A B I L I T I E S A C T G U I D E L I N E S " . O N E C O R N E R O F T H E D E T E C T A B L E W A R N I N G M U S T B E W I T H I N E I G H T I N C H E S ( 8 " ) O F T H E G U T T E R F L O W L I N E . N O O T H E R P O I N T O N T H E L E A D I N G E D G E O F T H E D E T E C T A B L E W A R N I N G M A Y B E M O R E T H A N F I V E F E E T ( 5 ' ) F R O M T H E F L O W L I N E . 4.D E T E C T A B L E W A R N I N G S U R F A C E S M U S T B E C A S T I R O N O R D U C T I L E I R O N F O R R A M P S W I T H I N P U B L I C R I G H T - O F - W A Y . 5. R A M P A N D C U R B M A Y B E P O U R E D M O N O L I T H I C A L L Y . 6. SI D E W A L K C R O S S - S L O P E S S H A L L N O T E X C E E D O N E A N D O N E - H A L F P E R C E N T ( 1 . 5 0 % ) , M A X I M U M . 4-I N C H T H I C K N E S S CONC R E T E S I D E W A L K 6 " ( M I N ) T H I C K C O N C R E T E O V E R 3 " ( M I N ) T H I C K N E S S O F 1 - 1 / 2 " M I N U S W A S H E D R O C K F O R A P R O N & R A M P # 5 x 2 4 " R E B A R DO W E L S P A C E D @ 2 4 " O . C . ( T Y P ) T R U N C A T E D D O M E P A N E L - F U L L W I D T H O F R A M P W H E R E I N D I C A T E D N O L I P T O P - B A C K O F C U R B F A C E O F C U R B C U R B F L O W L I N E E D G E O F A S P H A L T A P R O N S L O P E 10 ( H ) : 1 ( V ) M A X S I D E W A L K I N S T A L L E D P E R D E T A I L 2 O N T H I S S H E E T S I D E W A L K W I D T H V A R I E S R E F E R T O P L A N 6 " ( M I N ) T H I C K C O N C R E T E O V E R 3 " ( M I N ) T H I C K N E S S O F 1 - 1 / 2 " M I N U S W A S H E D R O C K V A R I E S 5 ' - 0 " 6 " 6 " R A M P S L O P E 1 2 ( H ) : 1 ( V ) M A X * C O L O R A S A P P R O V E D B Y O W N E R * N O T E S : 1 . 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 R E I N F O R C E D W I T H 1 . 5 L B S O F F I B E R M E S H P E R C U B I C Y A R D . R A M P M A Y A L S O B E R E I N F O R C E D W I T H 6 x 6 x 1 0 G A U G E W I R E M E S H . 2 . D O W E L R A M P C U R B T H R E E I N C H E S ( 3 " ) I N T O B A C K O F C U R B W I T H # 5 x 2 4 " R E B A R , M A I N T A I N I N G T H R E E I N C H E S ( 3 " ) C L E A R . 3 . D E T E C T A B L E W A R N I N G S U R F A C E S S H A L L C O M P L Y W I T H T H E " A M E R I C A N S W I T H D I S A B I L I T I E S A C T G U I D E L I N E S " . O N E C O R N E R O F T H E D E T E C T A B L E W A R N I N G M U S T B E W I T H I N E I G H T I N C H E S ( 8 " ) O F T H E G U T T E R F L O W L I N E . N O O T H E R P O I N T O N T H E L E A D I N G E D G E O F T H E D E T E C T A B L E W A R N I N G M A Y B E M O R E T H A N F I V E F E E T ( 5 ' ) F R O M T H E F L O W L I N E . 4 . R A M P A N D C U R B M A Y B E P O U R E D M O N O L I T H I C A L L Y . 5 . S I D E W A L K C R O S S - S L O P E S S H A L L N O T E X C E E D T W O P E R C E N T ( 2 % ) , M A X I M U M . T R U N C A T E D D O M E P A N E L - F U L L W I D T H O F R A M P N O L I P T O P - B A C K O F C U R B F A C E O F C U R B C U R B F L O W L I N E E D G E O F A S P H A L T 6 " 6 " D O W E L ( T Y P ) N O T E S : 1 . 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 R E I N F O R C E D W I T H 1 . 5 L B S O F F I B E R M E S H P E R C U B I C Y A R D . R A M P M A Y A L S O B E R E I N F O R C E D W I T H 6 x 6 x 1 0 G A U G E W I R E M E S H . 2 . D O W E L R A M P T H R E E I N C H E S ( 3 " ) I N T O B A C K O F C U R B W I T H # 5 x 2 4 " R E B A R , M A I N T A I N I N G T H R E E I N C H E S ( 3 " ) C L E A R . 3 . R A M P A N D C U R B M A Y B E P O U R E D M O N O L I T H I C A L L Y . S I D E W A L K C R O S S S L O P E 1 . 5 0 % M A X R A M P S L O P E 1 2 ( H ) : 1 ( V ) M A X R A M P S L O P E 1 2 ( H ) : 1 ( V ) M A X 7 ' - 0 " 6 " R A M P L E N G T H P E R P L A N L A N D I N G W I D T H P E R P L A N R A M P L E N G T H P E R P L A N 6 ' - 6 " T R A N S I T I O N C U R B H E A D T O M A T C H S I D E W A L K A T E N D O F R A M P ( T Y P ) # 5 x 2 4 " D O W E L ( T Y P ) S P A C E D A T 1 8 " O . C . C O N C R E T E J O I N T ( T Y P ) V E R T I C A L C U R B I N T E G R A L C U R B & G U T T E R O R T H I C K E N E D E D G E S I D E W A L K , P E R P L A N 6 " ( M I N ) T H I C K C O N C R E T E O V E R 3 " ( M I N ) T H I C K N E S S O F 1 - 1 / 2 " M I N U S W A S H E D R O C K VARIESREFER TOPLAN 8'-0"NO LIP TRUNCAT E D DOME PA N E L TOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALT6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCK 4-INCH THICKNESSCONCRETE SIDEWALKNOTES:1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BEREINFORCED WITH 6x6x10 GAUGE WIRE MESH.2.DOWEL RAMP CURB THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAINING THREE INCHES (3") CLEAR.3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT GUIDELINES". ONECORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THE GUTTER FLOWLINE. NO OTHER POINTON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN FIVE FEET (5') FROM THE FLOWLINE.4.RAMP AND CURB MAY BE POURED MONOLITHICALLY.*COLOR A S APPRO V E D B Y OWNER *RAMP SLOPE 12(H) : 1(V) MAX SIDEWALKCROSS SLOPE1.50% MAX © 2 8 8 0 T e c h n o l o g y B l v d . W . B o z e m a n , M T 5 9 7 1 8 P h o n e : ( 4 0 6 ) 5 8 7 - 0 7 2 1 F a x : ( 4 0 6 ) 9 2 2 - 6 7 0 2 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 D R A W N B Y : C H K ' D . B Y : A P P R . B Y : D A T E : Q . A . R E V I E W D A T E : B Y : 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 . , 2 0 1 9 VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\Sheets\Civil\5305005-C650-Sidewalk+Ped-Ramp-Details.dwg Plotted by kevin d. jacobsen on Jun/6/2019 e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s 5 3 0 5 . 0 0 5 C 6 5 0 B O Z E M A N M O N T A N A T E E K D J M E E 1 0 / 2 0 1 8 S I D E W A L K & P E D E S T R I A N R A M P D E T A I L S R E S I D E N C E I N N - B O Z E M A 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: 1/2" = 1'-0"4-INCH THICKNESS CONCRETE SIDEWALK DETAIL11x17 SCALE: 1/4" = 1'-0" S C A L E : 1 / 4 " = 1 ' - 0 " P E D E S T R I A N R A M P D E T A I L - A P R O N S T Y L E 1 1 x 1 7 S C A L E : 1 / 8 " = 1 ' - 0 " S C A L E : 1 / 4 " = 1 ' - 0 " P E D E S T R I A N R A M P D E T A I L - R E T U R N C U R B S T Y L E 1 1 x 1 7 S C A L E : 1 / 8 " = 1 ' - 0 " S C A L E : 1 / 4 " = 1 ' - 0 " P E D E S T R I A N R A M P D E T A I L - P A R A L L E L S T Y L E W I T H P A R K I N G 1 1 x 1 7 S C A L E : 1 / 8 " = 1 ' - 0 " SCALE: 1/4" = 1'-0"PEDESTRIAN RAMP DETAIL - FULL WIDTH ISLAND STYLE11x17 SCALE: 1/8" = 1'-0" 1 0 / 1 7 / 2 0 1 8