Post on 18-Mar-2022
61SE02.dgn 9/5/2008 2:02:40 PM User=SMCCANN
310 N. Lib
erty Street,
Morris, Illin
ois 6
0450
Phone: (8
15) 941-0
260 Fax: (8
15) 941-0
263
EB EB LAPLAN CODE:PLAN CODE:PLAN CODE: SE SE
PLAN CODE:PLAN CODE:
SOIL E
RO
SIO
N
AN
D
SE
DIM
EN
T
CO
NT
RO
L PL
AN
SE2
FF
VILLAGE OF NEW LENOX
STANDARD DETAIL
FOR
SILT FENCE
DATE: FEBRUARY 2004
SOIL EROSION\FABANCH.DWG
NO SCALE
FILTER FABRIC
DIRECTION OF FLOW
UNDISTURBED GROUND LINE
COMPACTED BACKFILL
6"
MIN’
NOTES:
1. TOP AND BOTTOM WIRES OF MESH SUPPORT SHALL BE MINIMUM GAGE NO. 9
2. INTERMEDIATE WIRES OF MESH SUPPORTS SHALL BE MINIMUM GAGE NO. 11
3. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE
AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION
PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING.
4. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF ILLINOIS URBAN MANUAL MATERIAL
SPECIFICATION 592 GEOTEXTILE TABLE 1 OR 2, CLASS T WITH EQUIVALENT OPENING SIZE OF
AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN.
5. FENCE POST SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM
SECTIONAL AREA OF 3.0 SQUARE INCHES.
6. THE MESH SUPPORT MAY BE OMITTED IF A MAXIMUM OF 5 FEET IS USED FOR POST
SPACING, OTHERWISE, POST SPACING MAY BE UP TO TEN FEET.
2’
MINIM
UM’
2’
MINIM
UM’
6"
MINIM
UM’
FASTENER (TYP.) MINIMUM
NO. 9 GAGE WIRE (3
EACH PER POST)
MESH SUPPORT
(6" SQUARE)
61SE02.DGN
12
REFFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
ILLINOIS SEEET 1 OF 2
DATE 5-24-94
Project
Designed
Checked
Approved
Date
Date
Date
IL-530
EROSION BLANKET PLAN
5
1
2
3
3
3
Column
Row
4" Min
Staple
DETAIL 1
Terminal Fold
Jute Mesh Only
Terminal Fold
Excelsior Blanket
Erosion Control Paper
3" Min
6" To 12"
Staple
DETAIL 2
Junction Slot
Jute Mesh
Erosion Control Paper
Staples
12"
Junction Slot
Excelsior Blanket
Tamp Soil
Firmly
Staples 6"
12"
REFFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
ILLINOIS SHEET 2 OF 2
DATE 3-1-95
Project
Designed
Checked
Approved
Date
Date
Date
IL-530
EROSION BLANKET PLAN
1. On erosion control paper, check slots, in ditch channel shall be
spaced so that one occurs within each 50’ on slopes of more than 4%
and less than 6%. Slopes of 6% or more, shall be spaced so that one
occurs within each 25’.
2. Staples to be placed alternately, in columns approximately 2’ apart
and in rows approximately 3’ apart. Approximately 175 staples are
required per 4’x 225’ roll of material and 125 staples are required
3. Erosion control material shall be placed loosely over ground surface.
4.All terminal ends and transverse laps shall be stapled at
approximately 12" intervals.
6"to 12"
6" to 12"
Staples
Staple
Tamp Soil
Firmly
Anchor Slot
Jute Mesh
Excelsior Blanket
Erosion Control Paper
Check Slot
Erosion Control Paper
DETAIL 3 DETAIL 4
4" Min
Staple
Jute Mesh
Erosion Control Paper
Be Butted Together.
DETAIL 5
6"
1" Min
12"
STAPLE DETAIL
Tamp Soil
Firmly
NOTES:
Do not stretch.
per 4’x 150’ roll of material.
12"
Lap Joint
Excelsior Blanket Shall
REFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
ILLINOIS SHEET 1 OF 1
DATE 9-15-93
Project
Designed
Checked
Approved
Date
Date
Date
IL-610
PIPE OUTLET TO FLAT AREA
NOTES:
1.The filter fabric shall meet the requirements in material
specifications 592 GEOTEXTILE Table 1 or 2, class I, II or III.
2.The rock riprap shall shall meet the IDOT requirements for the
3.The riprap shall be placed according to construction specification
61 LOOSE ROCK RIPRAP. The rock may be equipment placed.
W
=2
W
=1
La =
Geotextile
d
AA
PLAN
SECTION A-A
Pipe Outlet To Flat Area
No Well-defined Channel
following gradation: RR , Quality .
REFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
ILLINOIS SHEET 1 OF 2
DATE 8-18-94
Project
Designed
Checked
Approved
Date
Date
Date
IL-630
STABILIZED CONSTRUCTION ENTRANCE PLAN
NOTES:
1.Filter fabric shall meet the requirements of material specification
over the cleared area prior to the placing of rock.
2.Rock or reclaimed concrete shall meet one of the following IDOT coarse
aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according
to construction specification 25 ROCKFILL using placement Method 1
and Class III compaction.
3.Any drainage facilities required because of washing shall be
constructed according to manufacturers specifications.
4.If wash racks are used they shall be installed according to the
manufactures specifications.
6"
Min
A
A
SIDE ELEVATION
Filter Fabric
Existing Ground
3’Existing
pavement
Mountable Berm
(Optional)
70’ Min 5:1 Slope
B
B
Wash Rack
(Optional)
10’
Min
10’
Min
70’ Min
14’
Existing
Pavement
Existing
Ground
Coarse Aggregate
Min*
* Must Extend Full Width
Of Ingress And Egress
Operation.
Positive Drainage
To Sediment
Trapping Device.
PLAN VIEW
10’ Min
592 GEOTEXTILE, Table I or 2, Class I, II or III and shall be placed
REFERENCE STANDARD DWG. NO.U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
ILLINOIS SHEET 2 OF 2
DATE 8-18-94
Project
Designed
Checked
Approved
Date
Date
Date
IL-630
STABILIZED CONSTRUCTION ENTRANCE PLAN
3"
Min
3"
Min
14’ Min
Filter Fabric
SECTION A-A
6’- 7"
Reinforced Concrete Drain Space
SECTION B-B
OF
RE
MA
RK
SD
AT
EN
O.
JOB NO.
FILENAME:
DATE:
SHEET
NO.
DA
TE
RE
MA
RK
S
5561
04/11/08
LIN
CO
LN
WA
Y
CR
EE
KSID
E
CR
OSSIN
G
18
NE
W
LE
NO
X, IL
LIN
OIS
10
8/
08/
08
PE
R
DE
VE
LO
PE
R