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HomeMy WebLinkAbout2605028-C020_Erosion+Sediment-Control-Details-1-21-2020T R A C K O U T C O N T R O L M A T ( T Y P ) FLOW 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 LININGBALESTRING STRAW BALENATIVE MATERIAL(OPTIONAL)WOOD ORMETAL STAKES(2 PER BALE)STRAW BALE(TYP)2"8"1.12" DIASTEELWIRESTAPLE DETAILNOT TO SCALE CONCRETEWASHOUT4" x 4" x 8'WOODPOST 48" x 24" PLYWOODPAINTED WHITE 6" BLACK LETTERSLAG SCREWSWITH WASHERS(4 TOTAL)3'-0"3'-0"CONCRETE WASHOUT SIGNMAY BE SUBSTITUTED WITHAPPROVED EQUALNOTES:1.THE ACTUAL LAYOUT OF THE CONCRETE WASHOUT FACILITY SHALLBE DETERMINED IN THE FIELD.2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTYFEET (30') OF THE TEMPORARY CONCRETE WASHOUT FACILITY.3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETEWASHOUT FACILITIES SHALL BE REMOVED FROM THE PROJECTSITE AND DISPOSED OF OR RECYCLED.4.HOLES, DEPRESSIONS, OR OTHER GROUND DISTURBANCE CAUSEDBY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUTFACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TOPREVENT 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 DATEDESCRIPTIONNO.BYN:\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 engineers surv 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