HomeMy WebLinkAboutC070.15 - 7 of 15SILT FENCE
1. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
2. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE
FENCE AT ITS LOWEST POINT, OR IS CAUSING THE FABRIC TO BULGE.
3. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE
FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND
STABILIZE.
GENERAL NOTES:
1. THE SILT FENCE SHALL BE PLACED AS CLOSE AS POSSIBLE TO EDGE OF CONSTRUCTION
LIMITS OR AS DIRECTED.
2. THE SPACING OF THE TIEBACKS SHALL EQUAL THE SPACING OF POSTS. ADDITIONAL POST
DEPTH OR TIEBACKS MAYBE BE REQUIRED IN UNSTABLE SOILS.
METAL, SYNTHETIC,
OR WOOD POSTS
GROUND LINE
6' MAX
GEOTEXTILE FABRIC SILT FENCE TIEBACK BETWEEN
FENCE POST AT ANCHOR 4"
FLOW
ANCHOR STAKE MIN.
LENGTH 18"COMPACTED SOIL18"MIN.36"18"MIN.NOT TO SCALE
EXISTING GRATE
PIPE
GEOTEXTILE FILTER FABRIC
BAG
GRATE
GEOTEXTILE FILTER FABRIC
BAG
NOT TO SCALE
SILT FENCE
NOTES
1. CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEM, INC. ("HOLEY MOLEY") AT 1-800-382-5544 TO
CHECK THE LOCATION OF ANY EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS BEFORE
CONSTRUCTION TAKES PLACE.
2. PERIMETER PROTECTION, INLET PROTECTION AND CULVERT PROTECTION SHALL BE INSTALLED PRIOR TO
WORK IN THOSE DESIGNATED AREAS. ANY DITCHES THAT ARE DISTURBED DURING INSTALLATION OF THE
WASTEWATER FACILITIES SHALL BE REESTABLISHED AND REQUIRE RE-SEEDING AS AN EROSION CONTROL
MEASURE.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SURROUNDING STREETS ON A DAILY BASIS TO
ENSURE THAT VISIBLE CONSTRUCTION POLLUTANTS ARE NOT PRESENT. IF CONSTRUCTION POLLUTANTS ARE
PRESENT, THE CONTRACTOR SHALL REMOVE THEM IMMEDIATELY. DUST CONTROL MEASURES SHALL BE TAKEN
AS NECESSARY TO KEEP AIRBORNE POLLUTANTS FROM LEAVING THE SITE.
4. THE CONTRACTOR SHALL ESTABLISH A CONCRETE WASHOUT LOCATION PRIOR TO ANY CONCRETE OR
FLOWABLE FILL PLACEMENT.
5. THE TOP 1 FOOT OF TOPSOIL ON AGRICULTURAL AREAS SHALL BE REMOVED AND STOCKPILED DURING
CONSTRUCTION. THE STOCKPILE SHALL BE PROTECTED FROM EROSION USING BURLAP, TARPING, ETC. AFTER
WASTEWATER FACILITIES HAS BEEN INSTALLED AND BACKFILLED, THE NATIVE TOPSOIL SHALL BE REPLACED.
6. ONCE ALL PERMANENT SURFACE STABILIZATION IS ESTABLISHED, TEMPORARY EROSION CONTROL MEASURES
SHALL BE REMOVED.36" (MIN.)30" (MIN.)8' TREATED
4"X4" POST
24"x36"x3/4"
PLYWOOD
WOOD OR METAL STAKES TO
SECURE THE STRAW BALES (2
PER STRAW BALE)
METAL PINS OR STAPLES TO
SECURE THE POLYETHYLENE
LINING TO THE STRAW BALES
POLYETHYLENE LINING (10
MILLIMETERS); THE LINING
SHOULD EXTEND OVER THE
STRAW BALES.
POLYETHYLENE LINING
(10 MILLIMETERS);
THE LINING SHOULD
EXTEND OVER THE
STRAW BALES.
STRAW BALES ENTRENCHED 4
INCHES INTO THE SOIL12' MIN.15' MIN.
CONCRETE
WASHOUT
AREA
PLAN VIEW
I
C-10
I
C-10
SECTION I
C-10NO SCALE
A
C-10
SIGN
SIGN DETAIL A
C-10NO SCALE
METAL PINS OR
STAPLES TO SECURE
THE POLYETHYLENE
LINING TO THE
STRAW BALES.
NOTE:
CONTRACTOR SHALL CLEAN ALL
HAUL ROADS DAILY.
PAINT PLYWOOD
FACE WHITE 4"
(MIN.) STENCILED
LETTERS PAINTED
BLACK
CULVERT PIPE PROTECTION
NOT TO SCALE
SEEDING SCHEDULE
CULVERT PIPE PROTECTION/INLET PROTECTION
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT,
AND REPAIR DAMAGE IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE
RUNOFF STORAGE FOR THE NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
REMOVE ALL CONSTRUCTION MATERIALS, AND SEDIMENT AND
DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO
ELEVATION AND STABILIZE.
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
2"-3" COARSE AGGREGATE
NOT TO SCALE
SWPPP DETAILS
DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\03-Erosion Control\FILE...............3943 SWPPP.dwgDIMSCALE..1 LTSCALE....20PLOTTED BY..JMoweryDATE.............Oct 29,2019 - 12:48pmFOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED:
CHECKED:
DRAWN:
DESIGN ENGINEER DATE
SURVEY BOOK
HORIZONTAL SCALE
VERTICAL SCALE
CONTRACT
SHEETS
PROJECT
of
DESIGNATION
BRIDGE FILE10155 DITCH ROAD PROJECT
HAMILTON COUNTY, INDIANA10/31/2019
15
18-3943
N/A
N/A
PLANS NOT
FORCONSTRUCTIONBASH
VSE
VSE
BASH
FLOW
ELEVATION ENBEDMENT DETAIL TIEBACK DETAIL
20' (MIN)
50' (MIN)
PUBLI
C
R
O
A
D
INLET PROTECTION
ELEVATION VIEWPLAN VIEW
AREA AT ZERO PERCENT GRADE
INDOT CA NO.5 AGGREGATE
FLOW
INDOT REVETMENT RIPRAP
STRAW BALE (ALTERNATE
MATERIALS OR PRODUCTS
MAY BE USED TO PROVIDE
STRUCTURAL CONTAINMENT.
ALTERNATIVE MATERIALS OR
PRODUCTS WILL REQUIRE
DESIGN MODIFICATION.
COMPACTED
SOIL
MATERIAL
N/A
07
N/A
OVERLAP DETAIL
SILT FENCE
POST
SEDIMENT FILTER ROLL DETAIL
1" = 1'-0"
MIN. DIA. = 9 INCHES *
* (12 INCHES WHEN USED
AS DITCH CHECK)
04/14/22