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2605028-C020_Erosion+Sediment-Control-Details-1-21-2020
T R A C K O U T C O N T R O L M A T ( T Y P ) FLO W FLOW W A T E R S U P P L Y T O W A S H W H E E L S A S N E C E S S A R Y S P I L L W A Y R O C K B A G S O R C O N T I N U O U S G E O S Y N T H E T I C F A B R I C B E R M O F E Q U I V A L E N T H E I G H T R O C K B A G S M U S T B E P L A C E D S U C H T H A T N O G A P S A R E E V I D E N T N O T E : U S E R O C K B A G S T O C H A N N E L I Z E R U N O F F T O B A S I N A S R E Q U I R E D . S E E N O T E S N O T E S : 1 . E A C H S I T E M U S T B E E V A L U A T E D T O D E T E R M I N E T H E P R O P E R L A Y O U T , W I D T H , A N D D U R A T I O N O F T H E I N S T A L L E D T R A C K O U T C O N T R O L S Y S T E M ( T C S ) B A S E D O N S I T E C O N D I T I O N S , E N T R Y A N D E X I T L O C A T I O N ( S ) , T R A F F I C L E V E L S , S I T E S O I L C O N D I T I O N S , A N D A B I L I T Y T O M A I N T A I N T H E T C S . 2 . T C S S H A L L B E I N S T A L L E D , U T I L I Z E D , A N D M A I N T A I N E D I N A C C O R D A N C E W I T H M A N U F A C T U R E R R E C O M M E N D A T I O N S . 3 . T H E E N T R A N C E S H A L L B E M A I N T A I N E D I N A C O N D I T I O N T H A T W I L L P R E V E N T T R A C K I N G O R F L O W I N G O F S E D I M E N T O N T O P U B L I C R I G H T S - O F - W A Y . T H I S M A Y R E Q U I R E S U P P L E M E N T A L T O P D R E S S I N G , R E P A I R , A N D / O R C L E A N O U T O F A N Y M E A S U R E S U S E D T O T R A P S E D I M E N T . 4 . W H E N N E C E S S A R Y , W H E E L S S H A L L B E C L E A N E D P R I O R T O E N T R A N C E O N T O P U B L I C R I G H T - O F - W A Y . 5 . T C S M A T S S H O U L D B E C L E A N E D O N C E T W O - A N D - A - H A L F I N C H E S ( 2 . 5 " ) O F S E D I M E N T H A S B U I L T U P O N T H E L A N E O F T R A V E L . 6 . C A U T I O N I S T O B E U S E D W H E N C R O S S I N G M A T S W I T H M E T A L T R A C K E D E Q U I P M E N T . E Q U I P M E N T W I T H A G G R E S S I V E M E T A L T R A C K S S H O U L D N O T C R O S S M A T S . 7 . D O N O T U S E M A T S F O R B R I D G I N G . S F S F S F S F S F S F S F S I L T F E N C E ( T Y P ) / / / / / / / / / P U B L I C R O A D O R O T H E R S T A B L E S U R F A C E * * M O D I F I E D T - C O N F I G U R A T I O N S H O W N A L T E R N A T I V E L A Y O U T S M A Y B E R E Q U I R E D B A S E D O N S I T E C O N D I T I O N S O R M A N U F A C T U R E R R E C O M M E N D A T I O N S 4655.004654.504654.504654.004653.504653.004652.504652.00 XXXXXXXXXXXXXXXXXFOLLOW LEVELCONTOUR WITH ENDSPOSITIONED UPHILL SILT FENCESET 10' (MIN) AWAYFROM STEEP SLOPEOR TOE OF FILL PREVENT FLOWAROUND ENDS BYBRINGING UPSLOPE DRAINAGE AREAWOVEN FABRIC(MIRAFI 100X OR EQUAL)OVER WIRE MESH(9 CA, 6x6 MESH)10' (MAX)5' MAX IF SLICING METHOD USED FORINSTALLATIONLEVELCONTOURNO SLOPE FASTEN WITH THREE (3)50# DIAGONAL CABLE TIESWITHIN TOP EIGHT INCHES (8")OF FABRIC 2x2 CONSTRUCTIONGRADE LUMBER,FOUR FEET (4') LONGWRAP GEOTEXTILEAROUND STAKESBEFORE DRIVINGSIX INCH (6")MIN TRENCH PLAN VIEWELEVATION VIEW10 MILPLASTIC LINING CC 10'-0" (MINIMUM)VARIESCONCRETE WASHOUT TYPE CABOVE GROUND WITH STRAW BALES SECTION C-CNOT TO SCALE STAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)10 MILPLASTIC LINING BALESTRING STRAW BALENATIVE MATERIAL(OPTIONAL)WOOD ORMETAL STAKES(2 PER BALE)STRAW BALE(TYP)2"8"1.12" DIASTEELWIRESTAPLE DETAILNOT TO SCALE CONCRETEWASHOUT 4 " x 4 " x 8 ' W O O D P O S T 4 8 " x 2 4 " P L Y W O O D P A I N T E D W H I T E 6 " B L A C K L E T T E R S LAG SCREWSWITH WASHERS(4 TOTAL)3'-0"3'-0"CONCRETE WA S H O U T S I G N MAY BE SUBSTIT U T E D W I T H APPROVED E Q U A L NOTES:1.THE ACTUAL LAYOUT OF THE CONC R E T E W A S H O U T F A C I L I T Y S H A L L BE DETERMINED IN THE FIELD.2.A CONCRETE WASHOUT SIGN SHALL B E I N S T A L L E D W I T H I N T H I R T Y FEET (30') OF THE TEMPORARY CON C R E T E W A S H O U T F A C I L I T Y . 3.MATERIALS USED TO CONSTRUCT T E M P O R A R Y C O N C R E T E WASHOUT FACILITIES SHALL BE REM O V E D F R O M T H E P R O J E C T SITE AND DISPOSED OF OR RECYCL E D . 4.HOLES, DEPRESSIONS, OR OTHER G R O U N D D I S T U R B A N C E C A U S E D BY THE REMOVAL OF THE TEMPORA R Y C O N C R E T E W A S H O U T FACILITIES SHALL BE BACKFILLED, R E P A I R E D , A N D S T A B I L I Z E D T O PREVENT EROSION. I N L E T G R A T E S I D E F L A P ( S E E N O T E # 4 ) L E N G T H A N D W I D T H D I M E N S I O N S S H A L L B E P E R P L A N F R O N T L I F T I N G F L A P ( S E E N O T E # 3 ) F L A P P O C K E T ( S E E N O T E # 5 ) U S E R E B A R , S T E E L P I P E , O R W O O D 2 " x 4 " F O R R E M O V A L M I N I M U M D O U B L E S T I T C H E D S E A M S A L L A R O U N D S I D E P I E C E S A N D O N F L A P P O C K E T S G E O T E X T I L E F I L T E R F A B R I C ( F R O N T , B A C K , A N D B O T T O M T O B E A S I N G L E P I E C E O F F A B R I C ) 4 " x 6 " O P E N I N G S W I T H R O U N D E D C O R N E R S S H A L L B E H E A T C U T ( O N E H O L E O N E A C H O F T H E F O U R S I D E S ) 1 2 " ( M I N ) 8 " 4 " 1 2 " I N L E T P R O T E C T T Y P E D C A N B E I N S T A L L E D I N I N L E T S W I T H O R W I T H O U T C U R B B O X E S N O T E S : 1 . T A P E R B O T T O M O F B A G T O M A I N T A I N T H R E E I N C H E S ( 3 " ) O F C L E A R A N C E B E T W E E N T H E B A G A N D T H E S T R U C T U R E , M E A S U R E D F R O M T H E B O T T O M O F T H E O V E R F L O W O P E N I N G S T O T H E S T R U C T U R E W A L L . 2 . G E O T E X T I L E F I L T E R F A B R I C F O R F L A P S , T O P A N D B O T T O M O F O U T S I D E F I L T E R B A G . F R O N T , B A C K , A N D B O T T O M O F F I L T E R B A G B E I N G O N E P I E C E . 3 . F R O N T L I F T I N G F L A P I S T O B E U S E D W H E N R E M O V I N G A N D M A I N T A I N I N G F I L T E R B A G . 4 . S I D E F L A P S S H A L L B E A M A X I M U M O F T W O I N C H E S ( 2 " ) L O N G . F O L D T H E F A B R I C O V E R A N D R E I N F O R C E W I T H M U L T I P L E S T I T C H E S . 5 . F L A P P O C K E T S S H A L L B E L A R G E E N O U G H T O A C C E P T W O O D 2 " x 4 " . T H E R E B A R , S T E E L P I P E , O R W O O D S H A L L B E I N S T A L L E D I N T H E R E A R F L A P A N D S H A L L N O T B L O C K T H E T O P H A L F O F T H E C U R B F A C E O P E N I N G . M A I N T E N A N C E N O T E S : W H E N R E M O V I N G O R M A I N T A I N I N G I N L E T P R O T E C T I O N , C A R E S H A L L B E T A K E N S O T H A T T H E S E D I M E N T T R A P P E D I N T H E F A B R I C D O E S N O T F A L L I N T O T H E S T R U C T U R E . M A T E R I A L T H A T H A S F A L L E N I N T O T H E I N L E T S H A L L B E I M M E D I A T E L Y R E M O V E D . N O T T O S C A L E T R A C K O U T C O N T R O L M A T C O N S T R U C T I O N E N T R A N C E NOT TO SCALE SILT FENCE INSTALLATION DETAILNOT TO SCALE CONCRETE WASHOUT FACILITY DETAIL N O T T O S C A L E I N L E T P R O T E C T I O N T Y P E D D E T A I L S R 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 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 D A T E DESCRIPTIONNO. B Y N:\2605\028 - HOME 2\ACAD\SHEETS\2605028-C020_EROSION+SEDIMENT-CONTROL-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 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 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 E R O S I O N & S E D I M E N T C O N T R O L D E T A I L S C 0 2 0 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