HomeMy WebLinkAboutC020_Erosion+Sediment-Control-Details 11-13-20////////////////////////±20'
RADIUS
(TYP)
MOUNTABLE BERM /
DIVERSION RIDGE
PUBLIC ROAD OR
OTHER STABLE
SURFACE FLOWFLOWFLOW
WATER SUPPLY TO
WASH WHEELS AS
NECESSARYBB
A A
6' (MIN)
10' (MIN)
20' (MIN)
50' (MIN)
SPILLWAY
ROCK BAGS OR CONTINUOUS
GEOSYNTHETIC FABRIC BERM
OF EQUIVALENT HEIGHT
ROCK BAGS MUST BE
PLACED SUCH THAT NO
GAPS ARE EVIDENT
NOTE:
USE ROCK BAGS TO CHANNELIZE
RUNOFF TO BASIN AS REQUIRED.
SEE NOTES
2% OR GR
E
A
T
E
R
MOUNTABLE BERM / DIVERSION RIDGE IS
REQUIRED WHERE GRADE EXCEEDS 2%
FILTER FABRIC
SECTION A-A
NOT TO SCALE
6' (MIN)
12" (MIN)
6" (MIN) CLEAR
WASH RACK
WASH RACK
SUPPORT FILTER FABRIC
SECTION B-B
NOT TO SCALE
NOTES:
1.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR, AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY AT THE SHOWN
WASH RACK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
3.USE A WASH RACK DESIGNED AND CONSTRUCTED/MANUFACTURED FOR THE ANTICIPATED TRAFFIC LOADS. CONCRETE,
STEEL, OR OTHER MATERIALS ARE ACCEPTABLE. PRE-FABRICATED UNITS SUCH AS CATTLE GUARDS ARE ACCEPTABLE.
USE A MINIMUM DIMENSION OF SIX FEET BY TEN FEET (6' x 10'). ORIENT DIRECTION OF RIBS AS SHOWN ON THE DETAIL.
4.INSTALL WASH RACK PRIOR TO, ALONG SIDE OF, OR AS PART OF THE TEMPORARY CONSTRUCTION ENTRANCE.
5.KEEP AREA UNDER WASH RACK FREE OF ACCUMULATED SEDIMENT. IF DAMAGED, REPAIR OR REPLACE WASH RACK.
6" (MIN) THICKNESS OF
2" TO 3" COURSE
AGGREGATE
4655.00
4654.50
4654.50
4654.00
4653.50
4653.00
4652.50
4652.00
X
X X X X X X
X
X
X
X
X
X X X X
XFOLLOW LEVEL
CONTOUR WITH ENDS
POSITIONED UPHILL
SILT FENCE
SET 10' (MIN) AWAY
FROM STEEP SLOPE
OR TOE OF FILL
PREVENT FLOW
AROUND ENDS BY
BRINGING UPSLOPE
DRAINAGE AREA
WOVEN FABRIC
(MIRAFI 100X OR EQUAL)
OVER WIRE MESH
(9 CA, 6x6 MESH)
10' (MAX)
5' MAX IF SLICING METHOD USED FOR
INSTALLATION
LEVEL
CONTOUR
NO SLOPE
FASTEN WITH THREE (3)
50# DIAGONAL CABLE TIES
WITHIN TOP EIGHT INCHES (8")
OF FABRIC
2x2 CONSTRUCTION
GRADE LUMBER,
FOUR FEET (4') LONG
WRAP GEOTEXTILE
AROUND STAKES
BEFORE DRIVING
SIX INCH (6")
MIN TRENCH
PLAN VIEW
ELEVATION VIEW
10 MIL
PLASTIC LINING
C C
10'-0" (MINIMUM)
VARIES
CONCRETE WASHOUT TYPE C
ABOVE GROUND WITH STRAW BALES
SECTION C-C
NOT TO SCALE
STAPLES
(2 PER BALE)
WOOD OR
METAL STAKES
(2 PER BALE)
10 MIL
PLASTIC LINING
BALE
STRING
STRAW BALENATIVE MATERIAL
(OPTIONAL)
WOOD OR
METAL STAKES
(2 PER BALE)
STRAW BALE
(TYP)
2"
8"
1.12" DIA
STEEL
WIRE
STAPLE DETAIL
NOT TO SCALE
CONCRETE
WASHOUT
4" x 4" x 8'
WOOD
POST
48" x 24" PLYWOOD
PAINTED WHITE
6" BLACK LETTERSLAG SCREWS
WITH WASHERS
(4 TOTAL)
3'-0"
3'-0"
CONCRETE WASHOUT SIGN
MAY BE SUBSTITUTED WITH
APPROVED EQUAL
NOTES:
1.THE ACTUAL LAYOUT OF THE CONCRETE WASHOUT FACILITY SHALL
BE DETERMINED IN THE FIELD.
2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTY
FEET (30') OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE PROJECT
SITE AND DISPOSED OF OR RECYCLED.
4.HOLES, DEPRESSIONS, OR OTHER GROUND DISTURBANCE CAUSED
BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT
FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO
PREVENT EROSION.
INLET GRATE
SIDE FLAP
(SEE NOTE #4)
LENGTH AND WIDTH
DIMENSIONS SHALL
BE PER PLAN
FRONT LIFTING FLAP
(SEE NOTE #3)
FLAP POCKET
(SEE NOTE #5)
USE REBAR, STEEL PIPE, OR
WOOD 2"x4" FOR REMOVAL
MINIMUM DOUBLE STITCHED
SEAMS ALL AROUND SIDE
PIECES AND ON FLAP POCKETS
GEOTEXTILE FILTER FABRIC
(FRONT, BACK, AND BOTTOM TO
BE A SINGLE PIECE OF FABRIC)4"x6" OPENINGS WITH
ROUNDED CORNERS
SHALL BE HEAT CUT
(ONE HOLE ON EACH
OF THE FOUR SIDES)
12"
(MIN)
8"
4"
12"
INLET PROTECT TYPE D
CAN BE INSTALLED IN INLETS
WITH OR WITHOUT CURB BOXES
NOTES:
1.TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES (3") OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE,
MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL.
2.GEOTEXTILE FILTER FABRIC FOR FLAPS, TOP AND BOTTOM OF OUTSIDE FILTER BAG. FRONT, BACK, AND BOTTOM OF
FILTER BAG BEING ONE PIECE.
3.FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING AND MAINTAINING FILTER BAG.
4.SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES (2") LONG. FOLD THE FABRIC OVER AND REINFORCE WITH
MULTIPLE STITCHES.
5.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2"x4". THE REBAR, STEEL PIPE, OR WOOD SHALL BE
INSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING.
MAINTENANCE NOTES:
WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE FABRIC
DOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BE IMMEDIATELY REMOVED.
NOT TO SCALE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH WASH RACK DETAIL
NOT TO SCALE
SILT FENCE INSTALLATION DETAIL
NOT TO SCALE
CONCRETE WASHOUT FACILITY DETAIL
NOT TO SCALE
INLET PROTECTION TYPE D DETAILS
R
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