W912QR25BA005_Plans-0000.pdf
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- W912QR25BA005
About this file
This is a set of construction plans from the U.S. Army Corps of Engineers Louisville District for emergency streambank stabilization along County Road 21 in Vermilion County, Illinois. The project involves stabilizing an eroding bank of the Middle Fork Vermilion River where it threatens the roadway.
The plans detail the installation of riprap bank protection and include demolition plans, erosion control measures, grading plans, and cross sections. Key specifications include: installation of 40-inch thick riprap with 8-inch bedding stone filter layer, construction of a riprap drainage ditch, temporary turbidity barriers during construction, and revegetation of the stabilized slope. The work area spans approximately 450 linear feet along the riverbank, with equipment restricted to operating above elevation 625 feet. Traffic control plans show a 14.7-mile detour route during full road closure. Environmental controls include requirements for completing in-water work by April 30 and implementation of erosion/sediment control measures before any land disturbance begins.
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FISCHER.NATHAN.RO
BERT.1601768328
Digitally signed by
FISCHER.NATHAN.ROBERT.1601768328
Date: 2024.12.12 08:51:12 -05'00'
FISCHER.NATHAN.R
OBERT.1601768328
Digitally signed by
FISCHER.NATHAN.ROBERT.16017683
Date: 2024.12.12 08:52:41 -05'00'
DETTLINGER.ZACHAR
Y.DANE.1622031996
Digitally signed by
DETTLINGER.ZACHARY.DANE.1622031996
Date: 2024.12.12 09:11:30 -05'00'
CARTER.CLIFTON.E.1591144444
Digitally signed by
CARTER.CLIFTON.E.1591144444
DN: CN=CARTER.CLIFTON.E.1591144444,
OU=USA, OU=PKI, OU=DoD, O=U.S.
Government, C=US Date: 2024.12.12 09:32:12-05'00'
GREGORY.BRENNAN.A.1588041766
Digitally signed by
GREGORY.BRENNAN.A.1588041766
Date: 2024.12.12 10:24:00 -05'00'
SCHARDEIN.SAMAN
THA.L.1551058820
Digitally signed by
SCHARDEIN.SAMANTHA.L.1551058820
Date: 2024.12.12 10:37:02 -05'00'
SPRINGSTON.ERIC.MA
TTHEW.1401439826
Digitally signed by
SPRINGSTON.ERIC.MATTHEW.14014398
Date: 2024.12.12 10:47:27 -05'00'
WEILBAKER.ISAIAH.A.13
00849012
Digitally signed by
WEILBAKER.ISAIAH.A.1300849012
Date: 2024.12.12 13:18:11 -05'00'
HUDSON.NICHOLAS
.R.1537987410
Digitally signed by
HUDSON.NICHOLAS.R.1537987410
Date: 2024.12.16 14:06:08 -05'00'
Digitally signed by
MITCHELL.IAN.F.1300565227
Date: 2025.01.14 08:30:14 -05'00'
15 January 2025
W912QR25BA005
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 TomTom
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PHOTOS ON SHEETS GR401 TO GR403 WERE TAKEN ON 16 MAY 2023.2.
SEE SHEET GR401 FOR PHOTOGRAPHS.1.
GENERAL SHEET NOTES
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ALL PHOTOS WERE TAKEN ON 16 MAY 2023.2.
SEE SHEET GR101 FOR PHOTOGRAPH LOCATIONS.1.
GENERAL SHEET NOTES
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ALL PHOTOS WERE TAKEN ON 16 MAY 2023.2.
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GENERAL SHEET NOTES
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ALL PHOTOS WERE TAKEN ON 16 MAY 2023.2.
SEE SHEET GR101 FOR PHOTOGRAPH LOCATIONS.1.
GENERAL SHEET NOTES
T F
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SPOIL AREA
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12"
14"
N 1,302,965.79
E 1,140,368.48
N 1,302,512.30
E 1,140,753.13
N 1,302,355.09
E 1,140,692.89
N 1,302,338.32
E 1,140,437.57
N 1,302,836.22
E 1,140,033.03
N 1,302,924.53
E 1,140,180.15
N 1,300,708.84
E 1,140,768.12
N 1,300,543.70
E 1,140,763.11
N 1,300,462.43
E 1,140,793.53
N 1,300,211.41
E 1,140,958.55
N 1,300,153.09
E 1,140,762.04
N 1,300,451.63
E 1,140,664.53
N 1,300,539.33
E 1,140,599.26
N 1,300,612.17
E 1,140,535.84
N 1,300,727.56
E 1,140,668.37
N 1,302,906.17
E 1,140,091.30
N 1,302,868.80
E 1,140,113.91
NORTH
PLAN
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AERIAL IMAGERY IS FROM 2019.3.
FOR ANY CHANGES TO WORK LIMITS AND SPOIL AREAS.
CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER (COR) 2.
LIMITS.
STAGING AND LAYDOWN AREAS MUST BE CONTAINED WITHIN THE WORK 1.
GENERAL SHEET NOTES
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APROXIMATE CONTRACTOR STAGING AREAS
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E R
N
F
IS
C H
E R
PRIOR TO CONSTRUCTION.
UTILITY LOCATIONS. SURVEY CONTROL POINT ELEVATIONS WILL BE VERIFIED
FOR VERIFYING EXISTING CONDITIONS SUCH AS EXISTING ELEVATIONS AND
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE 6.
SURVEY CONTROL POINTS SHOWN ON PLANS.
HORIZONTAL CONTROL ON SITE FOR PROJECT CONSTRUCTION FROM
THE CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN VERTICAL AND 5.
SURVEY COMPLETED AUGUST 2023.4.
THE VERTICAL DATUM IS NAVD 1988.3.
THE HORIZONTAL DATUM IS ILLINOIS EAST ZONE (NAD 83/2011).2.
SEE SHEET VF401 FOR CONTROL POINT DESCRIPTIONS.1.
GENERAL SHEET NOTES
T F
R O
S T
SHEET KEYNOTES
BORING B-2 (ESTIMATED LOCATION)4.
BORING B-1 (SURVEYED LOCATION)3.
PE42.
PE11.
LEGEND
CONTRACTOR WORK LIMITS
CONTROL POINT
N
F
IS
C H
E R
B G
R E
G O
D C
O N
T R
O L
P O
IN
T
L O
C A
T
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VF101
S
E
R A
L L
E X
IS
T
IN
G
C O
N D
IT
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N S
A1
OVERALL EXISTING CONDITIONS AND CONTROL POINT LOCATIONS
1"=60'SCALE: 60' 120'0
W
2Q R
BA
5_
Pl an s-
A1
MONUMENT DESCRIPTIONS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
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K
L
M
N
P
S U
B M
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B Y
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D B
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D R
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D E
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SHEET ID
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US Army Corps
U .S
A
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C H
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PRIOR TO CONSTRUCTION.
UTILITY LOCATIONS. SURVEY CONTROL POINT ELEVATIONS WILL BE VERIFIED
FOR VERIFYING EXISTING CONDITIONS SUCH AS EXISTING ELEVATIONS AND
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE 6.
SURVEY CONTROL POINTS SHOWN ON PLANS.
HORIZONTAL CONTROL ON SITE FOR PROJECT CONSTRUCTION FROM
THE CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN VERTICAL AND 5.
SURVEY COMPLETED AUGUST 2023.4.
THE VERTICAL DATUM IS NAVD 1988.3.
THE HORIZONTAL DATUM IS ILLINOIS EAST ZONE (NAD 83/2011).2.
SEE SHEET VF101 FOR CONTROL POINT LOCATIONS.1.
GENERAL SHEET NOTES
T F
R O
S T
N
F
IS
C H
E R
B G
R E
G O
R Y
PRIOR TO CONSTRUCTION.
UTILITY LOCATIONS. SURVEY CONTROL POINT ELEVATIONS WILL BE VERIFIED
FOR VERIFYING EXISTING CONDITIONS SUCH AS EXISTING ELEVATIONS AND
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE 6.
SURVEY CONTROL POINTS SHOWN ON PLANS.
HORIZONTAL CONTROL ON SITE FOR PROJECT CONSTRUCTION FROM
THE CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN VERTICAL AND 5.
SURVEY COMPLETED AUGUST 2023.4.
THE VERTICAL DATUM IS NAVD 1988.3.
THE HORIZONTAL DATUM IS ILLINOIS EAST ZONE (NAD 83/2011).2.
SEE SHEET VF101 FOR CONTROL POINT LOCATIONS.1.
GENERAL SHEET NOTES
T F
R O
S T
N
F
IS
C H
E R
B G
R E
G O
R Y
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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N N
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SHEET ID
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US Army Corps
U .S
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U U
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N R
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N
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D H
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RD HMA
F L O
W
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W
RW103
RW102
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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J
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US Army Corps
U .S
A
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PROPERTY LINES WERE OBTAINED FROM THE VERMILION COUNTY RECORDS.2.
DISCREPANCIES.
WORK EXTENTS AND COORDINATE WITH COR IF THERE ARE ANY
PROPERTY BOUNDAIRES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL
PROPERTY BOUNDARY SURVEYS WERE NOT COMPLETED AND THE 1.
GENERAL SHEET NOTES
N
F
IS
C H
E R
LEGEND
RIGHT-OF-WAY LIMITS
PROPERTY LINES
BANK PROTECTION EASEMENT
TEMPORARY WORK AREA EASEMENT
B G
R E
G O
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N
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RW101
S
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L L
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IG
H T
-O F
-W A
Y P
L A
N
A1
(FOR REFERENCE ONLY)OVERALL RIGHT-OF-WAY PLAN
1"=200'SCALE: 400'0 200'
W
2Q R
BA
5_
Pl an s-
U U
U
U
U
12"
N 1,300,727.560
E 1,140,668.371
N 1,300,612.172
E 1,140,535.844
N 1,300,451.626
E 1,140,664.526
N 1,300,153.091
E 1,140,762.041
N 1,300,211.412
E 1,140,958.549
N 1,300,462.426
E 1,140,793.532
N 1,300,543.702
E 1,140,763.108
N 1,300,708.841
E 1,140,768.115
N 1,300,539.33
E 1,140,599.26
F L O
W
FLOW
F L
O W
BANK PROTECTION EASEMENT
1.64 ACRES
TEMPORARY WORK AREA EASEMENT
0.52 ACRES
N 1,300,714.45
E 1,140,738.16
N 1,300,570.67
E 1,140,722.71
N 1,300,424.65
E 1,140,762.58
N 1,300,199.11
E 1,140,917.05
N
E R
D H
M A
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
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F
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PROPERTY LINES WERE OBTAINED FROM THE VERMILION COUNTY RECORDS.2.
DISCREPANCIES.
WORK EXTENTS AND COORDINATE WITH COR IF THERE ARE ANY
PROPERTY BOUNDAIRES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL
PROPERTY BOUNDARY SURVEYS WERE NOT COMPLETED AND THE 1.
GENERAL SHEET NOTES
N
F
IS
C H
E R
LEGEND
RIGHT-OF-WAY LIMITS
PROPERTY LINES
BANK PROTECTION EASEMENT
TEMPORARY WORK AREA EASEMENT
B G
R E
G O
R Y
N
F
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C H
RW102
S
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T -O
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A Y
P L
A N
A1
- PROJECT AREA (FOR REFERENCE ONLY)1 OF 2 RIGHT-OF-WAY PLAN
1"=40'SCALE: 40' 80'0
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
W
2Q R
BA
5_
Pl an s-
N 1,302,965.79
E 1,140,368.48
N 1,302,512.30
E 1,140,753.13
N 1,302,355.09
E 1,140,692.89
N 1,302,338.32
E 1,140,437.57
N 1,302,836.22
E 1,140,033.03
N 1,302,868.80
E 1,140,113.91
N 1,302,924.53
E 1,140,180.15
N 1,302,906.17
E 1,140,091.30
TEMPORARY WORK AREA EASEMENT
5.52 ACRES
E 2 N
RD H
MA
F
LO
W
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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PROPERTY LINES WERE OBTAINED FROM THE VERMILION COUNTY RECORDS.2.
DISCREPANCIES.
WORK EXTENTS AND COORDINATE WITH COR IF THERE ARE ANY
PROPERTY BOUNDAIRES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL
PROPERTY BOUNDARY SURVEYS WERE NOT COMPLETED AND THE 1.
GENERAL SHEET NOTES
N
F
IS
C H
E R
LEGEND
RIGHT-OF-WAY LIMITS
PROPERTY LINES
BANK PROTECTION EASEMENT
TEMPORARY WORK AREA EASEMENT
B G
R E
G O
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N
F
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RW103
S
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- SPILL AREA (FOR REFERENCE ONLY)2 OF 2 RIGHT-OF-WAY PLAN
1"=40'SCALE: 40' 80'0
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
W
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5_
Pl an s-
1 1
N
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A S
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A S
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N
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E 3000 NORTH RD
N
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A S
T R
D
E 2600
NORTH RD
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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F
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B M
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US Army Corps
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PROJECT COMPLETION.
VERMILION COUNTY TO CONTINUE MAINTENANCE OF TRAFFIC BEYOND
TRAFFIC BARRICADES AND SIGNS TO REMAIN AND BECOME PROPERTY OF 9.
PROPOSED ROUTE IS APPROXIMATELY 14.7 MILES.8.
COUNTY ROAD 21.
AND ALL RELEVANT PARTIES FOR APPROVAL OF A FULL ROAD CLOSURE OF
NOT LIMITED TO, A NEW TRAFFIC CONTROL PLAN, TO VERMILION COUNTY, IL
CONTRACTOR MUST SUBMIT APPROPRIATE DOCUMENTS INCLUDING, BUT 7.
CLOSURES.
DISTRICTS, POST OFFICES, AND OTHER MUNICIPAL ENTITIES FOR ROAD
CONTRACTOR MUST COORDINATE WITH 911 CALL CENTERS, SCHOOLS 6.
APPROVED BY THE COR.
TRAFFIC CONTROL PLAN MUST BE SUBMITTED BY THE CONTRACTOR AND 5.
MINIMUM DISTANCES MAY VARY ON FIELD CONDITIONS.4.
OF THE MUTCD WAS FOLLOWED FOR THIS DIAGRAMMETRIC DETOUR PLAN.
THE DIAGRAMMATIC DETOUR PLAN INDICATED AND TYPICAL APPLICATION 8 3.
AND CONSTRUCTION RESPONSIBILITIES.
FOR ALL NEW UTILITIES, REFER TO THE RFP SPECIFICATIONS FOR DESIGN 2.
CONTRACTOR.
VISIBLE FEATURES. ACTUAL LOCATION SHALL BE VERIFIED BY THE
LOCATIONS OF EXISTING UTILITIES PROVIDED FROM UTILITY MAPS AND 1.
GENERAL SHEET NOTES
N
F
IS
C H
E R
SHEET KEYNOTES
PROPOSED MUTCD SIGNS; M4-8A, M3-3, M1-6.211.
PROPOSED MUTCD SIGNS; M4-8A, M3-1, M1-6.210.
PROPOSED MUTCD SIGNS; R11-3A, M4-10R, WITH BARRICADES9.
M5-1 LEFT ADVANCE TURN ARROW
PROPOSED MUTCD SIGNS; 2 M4-8, 2 M1-6.2, M6-1 LEFT DIRECTIONAL ARROW, 8.
ARROW, M5-1 RIGHT ADVANCE TURN ARROW
PROPOSED MUTCD SIGNS; 2 M4-8, 2 M1-6.2, M6-1 RIGHT DIRECTIONAL 7.
PROPOSED MUTCD SIGNS; M4-8, M3-3, M1-6.26.
PROPOSED MUTCD SIGNS; M4-8, M3-1, M1-6.25.
ARROW, M5-1 LEFT ADVANCE TURN ARROW
PROPOSED MUTCD SIGNS; W20-2, 2 M4-8, 2 M1-6.2, M6-1 LEFT DIRECTIONAL 4.
PROPOSED MUTCD SIGNS; R11-3A, M4-10L, WITH BARRICADES3.
PROPOSED MUTCD SIGNS; 2 W20-3, R11-2, WITH BARRICADES2.
PROPOSED DETOUR ROUTE1.
LEGEND
CONTRACTOR WORK LIMITS
DETOUR ROUTE
DETOUR ROUTE INTERSECTION
N
F
IS
C H
E R
B G
R E
G O
R Y
1500 FT
DETOUR
DETOUR DETOUR
DETOUR
LOCAL TRAFFIC ONLY
ROAD CLOSED
10 MILES AHEAD
ORTHN
DETOUR
OUTHS
END
DETOUR
DETOUR DETOUR
DETOUR DETOUR
ORTHN
DETOUR
DETOUR
LOCAL TRAFFIC ONLY
ROAD CLOSED
10 MILES AHEAD
OUTHS
DETOUR
OUTHS
DETOUR
END
DETOUR
ORTHN
DETOUR DETOUR
DETOUR DETOUR
OUTHS
DETOUR
ORTHN
DETOUR
OUTHS
DETOUR
DETOUR
ORTHN
DETOUR DETOUR DETOUR DETOUR
ROAD
CLOSED
CLOSED
ROAD
500 FT
CLOSED
ROAD
1000 FT
ROAD
CLOSED
CLOSED
ROAD
500 FT
CLOSED
ROAD
1000 FT
1500 FT
DETOUR
DETOUR DETOUR
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
21 VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
VERMILION
COUNTY
TC101
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TRAFFIC CONTROL PLAN
1"=2000'SCALE: 0 4000'2000'
W
2Q R
BA
5_
Pl an s-
BORING LOGS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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IN
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C E
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BB601
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GC103
GC104
GC102
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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F
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S I Z
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M A
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D E
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
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D F
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A
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2. NO CHANGE IN IMPERVIOUS SURFACE.
1. LIMIT OF DISTURBANCE > 1-ACRE.
SITE DATA:
STABILIZED.
12. REMOVE ALL REMAINING TEMPORARY CONTROLS AFTER SITE IS
11. RESTORE AND STABILIZE ANY REMAINING DISTURBED AREAS.
10. REMOVE TEMPORARY CONSTRUCTION ENTRANCE AND CULVERT.
9. INSTALL RIPRAP LINING, EROSION CONTROL BLANKETS, FIBER ROLLS.
8. FINE GRADE. TOPSOIL, SEED.
7. VEGETATE RIPRAP MASS.
6. PLACE GRANULAR FILL AND RIPRAP.
5. BANK EXCAVATION AND GRADING.
4. STRIP TOPSOIL AND STOCKPILE IF NECESSARY.
3. INSTALL TEMPORARY TURBIDITY BARRIER.
2. INSTALL PERIMETER CONTROLS.
1. INSTALL TEMPORARY CULVERT AND CONSTRUCTION ACCESS.
SEQUENCE OF CONSTRUCTION:
EQUIPMENT WILL NOT BE ALLOWED BELOW ELEVATION 625 FEET.15.
SEE SHEETS GC501 AND GC502 FOR DETAILS.14.
STANDARD INDUSTRY PRACTICE, AS APPROPRIATE.
ACCORDING TO IDEM GUIDELINES, MANUFACTURER'S REQUIREMENTS, OR
ALL BMPS WILL BE SELECTED, INSTALLED, OPERATED, AND MAINTAINED 13.
RUNOFF FROM THE SITE IS FREE OF CONTAMINANTS.
CLEANUP, AND WASTE MANAGEMENT MUST BE FOLLOWED TO ENSURE THAT
HANDLING, VEHICLE FUELING AND MAINTENANCE, SPILL RESPONSE AND
GOOD HOUSEKEEPING MEASURES FOR MATIERALS STORAGE AND 12.
UPGRADIENT AREAS IS ESTABLISHED AND DITCHES ARE STABLE.
OTHER TEMPORARY CONTROLS MUST BE REMOVED AFTER VEGETATION IN
SILT FENCES, DITCH CHECKS, NON-PERMANENT SEDIMENT TRAPS, AND 11.
OILS, TRASH AND LITTER, OR OTHER MATERIALS.
CONTAMINATED RUNOFF OR OTHER IMPACTS FROM WASTES, FUELS, AND
GOOD HOUSEKEEPING PRACTICES MUST BE APPLIED TO PREVENT 10.
VEHICLES, EQUIPMENT, AND SOIL DISTURBANCE ACTIVITIES.
LAKES, WETLANDS, AND SINKHOLES MUST BE FLAGGED AS OFF-LIMITS TO
WHERE PRACTICAL, ALL AREAS WITHIN 25 TO 50 FEET OF STREAMS, RIVERS, 9.
PERMANENT SEEDING OR MULCHING WITHIN 14 DAYS.
GRADING, OR FILL ACTIVITIES MUST BE STABILIZED WITH TEMPORARY OR
ALL BARE SOIL AREAS NOT SUBJECT TO ACTIVE CLEARING EXCAVATION 8.
PERMIT.
COVERED UNDER AN ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
DISCHARGES TO STORM DRAINS, DITCHES, OR WATER BODIES MUST BE 7.
OR FILTERING DEVICE AND CLEANED BEFORE BEING DISCHARGED.
OTHER EXCAVATION ACTIVITIES MUST BE PUMPED TO A SEDIMENT TRAPPING
SEDIMENT-LADEN WATER ENCOUNTERED DURING TRENCHING, BORING, OR 6.
SECTION 404 PERMIT AND ILLINOIS 401.
CROSSING STRUCTURES AUTHORIZED UNDER A USACE CLEAN WATER ACT
ALL STREAM CROSSINGS MUST USE PROPERLY DESIGNED LOW WATER 5.
MULCHED, AND ADEQUEATELY CONTAINED USING SILT FENCE.
PONDS, SWALES, AND CATCH BASINS. STOCKPILES MUST BE SEEDED,
IF POSSIBLE, SOIL STOCKPILES MUST BE LOCATED AWAY FROM STREAMS, 4.
AND ROCK TRACKED ONTO THE ROADWAY MUST BE REMOVED DAILY.
AND ROCK FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. SOIL
INSTALL CONSTRUCTION EXIT TO MINIMIZE THE TRACKING OF MUD, SOIL, 3.
LEAVING THE SITE.
HEAVILY EROSDED AREAS AS NEEDED TO PREVENT SEDIMENT FROM
APPROVED CONTROLS MUST BE INSTALLED AS NEEDED, DOWNGRADIENT OF
TEMPORARY SEDIMENT TRAPS WITH ROCK OR EARTHEN DIKES OR OTHER 2.
EXCAVATION, OR PLACEMENT OF FILL MATERIAL.
AND SILT FENCES MUST BE INSTALLED BEFORE LAND CLEARING,
ACTIVITIES. SEDIMENT CONTROLS SUCH AS ROCK SITE EXIT PADS, TRAPS,
MUST BE DEVELOPED AND IMPLEMENTED BEFORE ANY LAND DISTURBING
THE SWPPP AND/OR EROSION PREVENTION AND SEDIMENT CONTROL PLAN 1.
GENERAL SHEET NOTES
I.
W
E
IL
B A
K E
R
N
F
IS
C H
E R
C
C A
R T
E R
LEGEND
CONTRACTOR WORK LIMITS
TEMPORARY CONSTRUCTION CULVERT
SECTION 35 42 37.00 06
PLANTING PER PLANTING PLAN AND SPECIFICATION
RIPRAP BANK PROTECTION TO RECIEVE SEEDING AND
SURFACING
OVER ALL DISTURBED AREAS NOT TO RECEIVE RIPRAP
TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKETS
TEMPORARY CONSTRUCTION ACCESS
DIRECTION OF FLOW
PERMANENT FIBER ROLL
TEMPORARY TURBIDITY BARRIER
CHECK DAM
D S
E D
IM
E
N T
C O
N T
R O
L P
L
GC101
S
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L L
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A1
AND SEDIMENT CONTROL PLAN OVERALL EROSION PREVENTION
1"=200'SCALE: 400'0 200'
W
2Q R
BA
5_
Pl an s-
E 2 N
RD H
MA
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ID
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FO
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N R
IV
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WOODS
F
LO
W
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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J
K
L
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N
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B M
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B Y
C H
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D B
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D R
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D B
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C O
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N O
S O
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M A
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D E
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
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M B
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IS
C H
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2. NO CHANGE IN IMPERVIOUS SURFACE.
1. LIMIT OF DISTURBANCE > 1-ACRE.
SITE DATA:
STABILIZED.
12. REMOVE ALL REMAINING TEMPORARY CONTROLS AFTER SITE IS
11. RESTORE AND STABILIZE ANY REMAINING DISTURBED AREAS.
10. REMOVE TEMPORARY CONSTRUCTION ENTRANCE AND CULVERT.
9. INSTALL RIPRAP LINING, EROSION CONTROL BLANKETS, FIBER ROLLS.
8. FINE GRADE. TOPSOIL, SEED.
7. VEGETATE RIPRAP MASS.
6. PLACE GRANULAR FILL AND RIPRAP.
5. BANK EXCAVATION AND GRADING.
4. STRIP TOPSOIL AND STOCKPILE IF NECESSARY.
3. INSTALL TEMPORARY TURBIDITY BARRIER.
2. INSTALL PERIMETER CONTROLS.
1. INSTALL TEMPORARY CULVERT AND CONSTRUCTION ACCESS.
SEQUENCE OF CONSTRUCTION:
EQUIPMENT WILL NOT BE ALLOWED BELOW ELEVATION 625 FEET.15.
SEE SHEETS GC501 AND GC502 FOR DETAILS.14.
STANDARD INDUSTRY PRACTICE, AS APPROPRIATE.
ACCORDING TO IDEM GUIDELINES, MANUFACTURER'S REQUIREMENTS, OR
ALL BMPS WILL BE SELECTED, INSTALLED, OPERATED, AND MAINTAINED 13.
RUNOFF FROM THE SITE IS FREE OF CONTAMINANTS.
CLEANUP, AND WASTE MANAGEMENT MUST BE FOLLOWED TO ENSURE THAT
HANDLING, VEHICLE FUELING AND MAINTENANCE, SPILL RESPONSE AND
GOOD HOUSEKEEPING MEASURES FOR MATIERALS STORAGE AND 12.
UPGRADIENT AREAS IS ESTABLISHED AND DITCHES ARE STABLE.
OTHER TEMPORARY CONTROLS MUST BE REMOVED AFTER VEGETATION IN
SILT FENCES, DITCH CHECKS, NON-PERMANENT SEDIMENT TRAPS, AND 11.
OILS, TRASH AND LITTER, OR OTHER MATERIALS.
CONTAMINATED RUNOFF OR OTHER IMPACTS FROM WASTES, FUELS, AND
GOOD HOUSEKEEPING PRACTICES MUST BE APPLIED TO PREVENT 10.
VEHICLES, EQUIPMENT, AND SOIL DISTURBANCE ACTIVITIES.
LAKES, WETLANDS, AND SINKHOLES MUST BE FLAGGED AS OFF-LIMITS TO
WHERE PRACTICAL, ALL AREAS WITHIN 25 TO 50 FEET OF STREAMS, RIVERS, 9.
PERMANENT SEEDING OR MULCHING WITHIN 14 DAYS.
GRADING, OR FILL ACTIVITIES MUST BE STABILIZED WITH TEMPORARY OR
ALL BARE SOIL AREAS NOT SUBJECT TO ACTIVE CLEARING EXCAVATION 8.
PERMIT.
COVERED UNDER AN ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
DISCHARGES TO STORM DRAINS, DITCHES, OR WATER BODIES MUST BE 7.
OR FILTERING DEVICE AND CLEANED BEFORE BEING DISCHARGED.
OTHER EXCAVATION ACTIVITIES MUST BE PUMPED TO A SEDIMENT TRAPPING
SEDIMENT-LADEN WATER ENCOUNTERED DURING TRENCHING, BORING, OR 6.
SECTION 404 PERMIT AND ILLINOIS 401.
CROSSING STRUCTURES AUTHORIZED UNDER A USACE CLEAN WATER ACT
ALL STREAM CROSSINGS MUST USE PROPERLY DESIGNED LOW WATER 5.
MULCHED, AND ADEQUEATELY CONTAINED USING SILT FENCE.
PONDS, SWALES, AND CATCH BASINS. STOCKPILES MUST BE SEEDED,
IF POSSIBLE, SOIL STOCKPILES MUST BE LOCATED AWAY FROM STREAMS, 4.
AND ROCK TRACKED ONTO THE ROADWAY MUST BE REMOVED DAILY.
AND ROCK FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. SOIL
INSTALL CONSTRUCTION EXIT TO MINIMIZE THE TRACKING OF MUD, SOIL, 3.
LEAVING THE SITE.
HEAVILY EROSDED AREAS AS NEEDED TO PREVENT SEDIMENT FROM
APPROVED CONTROLS MUST BE INSTALLED AS NEEDED, DOWNGRADIENT OF
TEMPORARY SEDIMENT TRAPS WITH ROCK OR EARTHEN DIKES OR OTHER 2.
EXCAVATION, OR PLACEMENT OF FILL MATERIAL.
AND SILT FENCES MUST BE INSTALLED BEFORE LAND CLEARING,
ACTIVITIES. SEDIMENT CONTROLS SUCH AS ROCK SITE EXIT PADS, TRAPS,
MUST BE DEVELOPED AND IMPLEMENTED BEFORE ANY LAND DISTURBING
THE SWPPP AND/OR EROSION PREVENTION AND SEDIMENT CONTROL PLAN 1.
GENERAL SHEET NOTES
N
F
IS
C H
E R
SHEET KEYNOTES
CONSTRUCTION ENTRANCE
INSTALL TEMPORARY 15" DIAMETER CULVERT PIPE UNDER TEMPORARY 8.
STONE CHECK DAM7.
PLANTING PLAN AND SPECIFICATION SECTION 35 42 37.00 06.
RIPRAP BANK PROTECTION TO RECIEVE SEEDING AND PLANTING PER 6.
TEMPORARY TURBIDITY BARRIER.5.
DISTURBED AREAS NOT TO RECEIVE RIPRAP SURFACING.
TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKETS OVER ALL 4.
INSTALL PERMANENT FIBER ROLL AFTER SLOPE GRADING.3.
PERMANENT PERIMETER FIBER ROLL2.
WITH COR.
TEMPORARY CONSTRUCTION ACCESS. COORDINATE ACTUAL LOCATION 1.
LEGEND
CONTRACTOR WORK LIMITS
TEMPORARY CONSTRUCTION CULVERT
SECTION 35 42 37.00 06
PLANTING PER PLANTING PLAN AND SPECIFICATION
RIPRAP BANK PROTECTION TO RECIEVE SEEDING AND
SURFACING
OVER ALL DISTURBED AREAS NOT TO RECEIVE RIPRAP
TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKETS
TEMPORARY CONSTRUCTION ACCESS
I.
W
E
IL
B A
K E
R
C
C A
R T
E R
DIRECTION OF FLOW
PERMANENT FIBER ROLL
D S
E D
IM
E
N T
C O
N T
R O
L P
L A
N
O
GC102
S
O
S
IO
N P
R E
V E
N T
IO
N
A1
1 OF 3 AND SEDIMENT CONTROL PLAN EROSION PREVENTION
1"=40'SCALE: 40' 80'0
W
2Q R
BA
5_
Pl an s-
WOODS
WOODS
U U
U
MATCH LINE SEE SHEET GC103
MATCH LINE SEE SHEET GC102
N
E R
D H
M A
TIMBER
V E R
M
ILLIO
N R
IV
E R
M
ID
D
LE
FO
R K
FLOW
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L
V E
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N C
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IL
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C A
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N
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N C
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A
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V
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N O
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M B
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N
F
IS
C H
E R
2. NO CHANGE IN IMPERVIOUS SURFACE.
1. LIMIT OF DISTURBANCE > 1-ACRE.
SITE DATA:
STABILIZED.
12. REMOVE ALL REMAINING TEMPORARY CONTROLS AFTER SITE IS
11. RESTORE AND STABILIZE ANY REMAINING DISTURBED AREAS.
10. REMOVE TEMPORARY CONSTRUCTION ENTRANCE AND CULVERT.
9. INSTALL RIPRAP LINING, EROSION CONTROL BLANKETS, FIBER ROLLS.
8. FINE GRADE. TOPSOIL, SEED.
7. VEGETATE RIPRAP MASS.
6. PLACE GRANULAR FILL AND RIPRAP.
5. BANK EXCAVATION AND GRADING.
4. STRIP TOPSOIL AND STOCKPILE IF NECESSARY.
3. INSTALL TEMPORARY TURBIDITY BARRIER.
2. INSTALL PERIMETER CONTROLS.
1. INSTALL TEMPORARY CULVERT AND CONSTRUCTION ACCESS.
SEQUENCE OF CONSTRUCTION:
EQUIPMENT WILL NOT BE ALLOWED BELOW ELEVATION 625 FEET.15.
SEE SHEETS GC501 AND GC502 FOR DETAILS.14.
STANDARD INDUSTRY PRACTICE, AS APPROPRIATE.
ACCORDING TO IDEM GUIDELINES, MANUFACTURER'S REQUIREMENTS, OR
ALL BMPS WILL BE SELECTED, INSTALLED, OPERATED, AND MAINTAINED 13.
RUNOFF FROM THE SITE IS FREE OF CONTAMINANTS.
CLEANUP, AND WASTE MANAGEMENT MUST BE FOLLOWED TO ENSURE THAT
HANDLING, VEHICLE FUELING AND MAINTENANCE, SPILL RESPONSE AND
GOOD HOUSEKEEPING MEASURES FOR MATIERALS STORAGE AND 12.
UPGRADIENT AREAS IS ESTABLISHED AND DITCHES ARE STABLE.
OTHER TEMPORARY CONTROLS MUST BE REMOVED AFTER VEGETATION IN
SILT FENCES, DITCH CHECKS, NON-PERMANENT SEDIMENT TRAPS, AND 11.
OILS, TRASH AND LITTER, OR OTHER MATERIALS.
CONTAMINATED RUNOFF OR OTHER IMPACTS FROM WASTES, FUELS, AND
GOOD HOUSEKEEPING PRACTICES MUST BE APPLIED TO PREVENT 10.
VEHICLES, EQUIPMENT, AND SOIL DISTURBANCE ACTIVITIES.
LAKES, WETLANDS, AND SINKHOLES MUST BE FLAGGED AS OFF-LIMITS TO
WHERE PRACTICAL, ALL AREAS WITHIN 25 TO 50 FEET OF STREAMS, RIVERS, 9.
PERMANENT SEEDING OR MULCHING WITHIN 14 DAYS.
GRADING, OR FILL ACTIVITIES MUST BE STABILIZED WITH TEMPORARY OR
ALL BARE SOIL AREAS NOT SUBJECT TO ACTIVE CLEARING EXCAVATION 8.
PERMIT.
COVERED UNDER AN ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
DISCHARGES TO STORM DRAINS, DITCHES, OR WATER BODIES MUST BE 7.
OR FILTERING DEVICE AND CLEANED BEFORE BEING DISCHARGED.
OTHER EXCAVATION ACTIVITIES MUST BE PUMPED TO A SEDIMENT TRAPPING
SEDIMENT-LADEN WATER ENCOUNTERED DURING TRENCHING, BORING, OR 6.
SECTION 404 PERMIT AND ILLINOIS 401.
CROSSING STRUCTURES AUTHORIZED UNDER A USACE CLEAN WATER ACT
ALL STREAM CROSSINGS MUST USE PROPERLY DESIGNED LOW WATER 5.
MULCHED, AND ADEQUEATELY CONTAINED USING SILT FENCE.
PONDS, SWALES, AND CATCH BASINS. STOCKPILES MUST BE SEEDED,
IF POSSIBLE, SOIL STOCKPILES MUST BE LOCATED AWAY FROM STREAMS, 4.
AND ROCK TRACKED ONTO THE ROADWAY MUST BE REMOVED DAILY.
AND ROCK FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. SOIL
INSTALL CONSTRUCTION EXIT TO MINIMIZE THE TRACKING OF MUD, SOIL, 3.
LEAVING THE SITE.
HEAVILY EROSDED AREAS AS NEEDED TO PREVENT SEDIMENT FROM
APPROVED CONTROLS MUST BE INSTALLED AS NEEDED, DOWNGRADIENT OF
TEMPORARY SEDIMENT TRAPS WITH ROCK OR EARTHEN DIKES OR OTHER 2.
EXCAVATION, OR PLACEMENT OF FILL MATERIAL.
AND SILT FENCES MUST BE INSTALLED BEFORE LAND CLEARING,
ACTIVITIES. SEDIMENT CONTROLS SUCH AS ROCK SITE EXIT PADS, TRAPS,
MUST BE DEVELOPED AND IMPLEMENTED BEFORE ANY LAND DISTURBING
THE SWPPP AND/OR EROSION PREVENTION AND SEDIMENT CONTROL PLAN 1.
GENERAL SHEET NOTES
N
F
IS
C H
E R
SHEET KEYNOTES
CONSTRUCTION ENTRANCE
INSTALL TEMPORARY 15" DIAMETER CULVERT PIPE UNDER TEMPORARY 8.
STONE CHECK DAM7.
PLANTING PLAN AND SPECIFICATION SECTION 35 42 37.00 06.
RIPRAP BANK PROTECTION TO RECIEVE SEEDING AND PLANTING PER 6.
TEMPORARY TURBIDITY BARRIER.5.
DISTURBED AREAS NOT TO RECEIVE RIPRAP SURFACING.
TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKETS OVER ALL 4.
INSTALL PERMANENT FIBER ROLL AFTER SLOPE GRADING.3.
PERMANENT PERIMETER FIBER ROLL2.
WITH COR.
TEMPORARY CONSTRUCTION ACCESS. COORDINATE ACTUAL LOCATION 1.
LEGEND
CONTRACTOR WORK LIMITS
TEMPORARY CONSTRUCTION CULVERT
SECTION 35 42 37.00 06
PLANTING PER PLANTING PLAN AND SPECIFICATION
RIPRAP BANK PROTECTION TO RECIEVE SEEDING AND
SURFACING
OVER ALL DISTURBED AREAS NOT TO RECEIVE RIPRAP
TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKETS
TEMPORARY CONSTRUCTION ACCESS
I.
W
E
IL
B A
K E
R
C
C A
R T
E R
DIRECTION OF FLOW
PERMANENT FIBER ROLL
D S
E D
IM
E
N T
C O
N T
R O
L P
L A
N
O
GC103
S
O
S
IO
N P
R E
V E
N T
IO
N
A1
2 OF 3 AND SEDIMENT CONTROL PLAN EROSION CONTROL PLAN
1"=20'SCALE: 20' 40'0
W
2Q R
BA
5_
Pl an s-
12"
MATCH LINE SEE SHEET GC103
MATCH LINE SEE SHEET GC102
N E R
D H
M A
TIMBER
12"
VERMI
LL
IO
N
RI
VER
MI
DDLE
FORK
E X
IS
T
IN
G B
R
ID
G E
F L
O W
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
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IP
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N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
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V E
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IL
IO
N C
O U
N T
Y
IL
L
IN
O
IS
C A
P S
E C
T
IO
N
E M
E R
G E
N C
Y S
T R
E A
M B
A N
K S
T A
B
IL
IZ
A
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N
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R M
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IO
N C
O U
N T
Y
IL
P
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L O
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L E
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T R
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M A
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IN
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H E
R K
IN
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L O
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L E
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N O
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M B
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N
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C H
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2. NO CHANGE IN IMPERVIOUS SURFACE.
1. LIMIT OF DISTURBANCE > 1-ACRE.
SITE DATA:
STABILIZED.
12. REMOVE ALL REMAINING TEMPORARY CONTROLS AFTER SITE IS
11. RESTORE AND STABILIZE ANY REMAINING DISTURBED AREAS.
10. REMOVE TEMPORARY CONSTRUCTION ENTRANCE AND CULVERT.
9. INSTALL RIPRAP LINING, EROSION CONTROL BLANKETS, FIBER ROLLS.
8. FINE GRADE. TOPSOIL, SEED.
7. VEGETATE RIPRAP MASS.
6. PLACE GRANULAR FILL AND RIPRAP.
5. BANK EXCAVATION AND GRADING.
4. STRIP TOPSOIL AND STOCKPILE IF NECESSARY.
3. INSTALL TEMPORARY TURBIDITY BARRIER.
2. INSTALL PERIMETER CONTROLS.
1. INSTALL TEMPORARY CULVERT AND CONSTRUCTION ACCESS.
SEQUENCE OF CONSTRUCTION:
EQUIPMENT WILL NOT BE ALLOWED BELOW ELEVATION 625 FEET.15.
SEE SHEETS GC501 AND GC502 FOR DETAILS.14.
STANDARD INDUSTRY PRACTICE, AS APPROPRIATE.
ACCORDING TO IDEM GUIDELINES, MANUFACTURER'S REQUIREMENTS, OR
ALL BMPS WILL BE SELECTED, INSTALLED, OPERATED, AND MAINTAINED 13.
RUNOFF FROM THE SITE IS FREE OF CONTAMINANTS.
CLEANUP, AND WASTE MANAGEMENT MUST BE FOLLOWED TO ENSURE THAT
HANDLING, VEHICLE FUELING AND MAINTENANCE, SPILL RESPONSE AND
GOOD HOUSEKEEPING MEASURES FOR MATIERALS STORAGE AND 12.
UPGRADIENT AREAS IS ESTABLISHED AND DITCHES ARE STABLE.
OTHER TEMPORARY CONTROLS MUST BE REMOVED AFTER VEGETATION IN
SILT FENCES, DITCH CHECKS, NON-PERMANENT SEDIMENT TRAPS, AND 11.
OILS, TRASH AND LITTER, OR OTHER MATERIALS.
CONTAMINATED RUNOFF OR OTHER IMPACTS FROM WASTES, FUELS, AND
GOOD HOUSEKEEPING PRACTICES MUST BE APPLIED TO PREVENT 10.
VEHICLES, EQUIPMENT, AND SOIL DISTURBANCE ACTIVITIES.
LAKES, WETLANDS, AND SINKHOLES MUST BE FLAGGED AS OFF-LIMITS TO
WHERE PRACTICAL, ALL AREAS WITHIN 25 TO 50 FEET OF STREAMS, RIVERS, 9.
PERMANENT SEEDING OR MULCHING WITHIN 14 DAYS.
GRADING, OR FILL ACTIVITIES MUST BE STABILIZED WITH TEMPORARY OR
ALL BARE SOIL AREAS NOT SUBJECT TO ACTIVE CLEARING EXCAVATION 8.
PERMIT.
COVERED UNDER AN ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
DISCHARGES TO STORM DRAINS, DITCHES, OR WATER BODIES MUST BE 7.
OR FILTERING DEVICE AND CLEANED BEFORE BEING DISCHARGED.
OTHER EXCAVATION ACTIVITIES MUST BE PUMPED TO A SEDIMENT TRAPPING
SEDIMENT-LADEN WATER ENCOUNTERED DURING TRENCHING, BORING, OR 6.
SECTION 404 PERMIT AND ILLINOIS 401.
CROSSING STRUCTURES AUTHORIZED UNDER A USACE CLEAN WATER ACT
ALL STREAM CROSSINGS MUST USE PROPERLY DESIGNED LOW WATER 5.
MULCHED, AND ADEQUEATELY CONTAINED USING SILT FENCE.
PONDS, SWALES, AND CATCH BASINS. STOCKPILES MUST BE SEEDED,
IF POSSIBLE, SOIL STOCKPILES MUST BE LOCATED AWAY FROM STREAMS, 4.
AND ROCK TRACKED ONTO THE ROADWAY MUST BE REMOVED DAILY.
AND ROCK FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. SOIL
INSTALL CONSTRUCTION EXIT TO MINIMIZE THE TRACKING OF MUD, SOIL, 3.
LEAVING THE SITE.
HEAVILY EROSDED AREAS AS NEEDED TO PREVENT SEDIMENT FROM
APPROVED CONTROLS MUST BE INSTALLED AS NEEDED, DOWNGRADIENT OF
TEMPORARY SEDIMENT TRAPS WITH ROCK OR EARTHEN DIKES OR OTHER 2.
EXCAVATION, OR PLACEMENT OF FILL MATERIAL.
AND SILT FENCES MUST BE INSTALLED BEFORE LAND CLEARING,
ACTIVITIES. SEDIMENT CONTROLS SUCH AS ROCK SITE EXIT PADS, TRAPS,
MUST BE DEVELOPED AND IMPLEMENTED BEFORE ANY LAND DISTURBING
THE SWPPP AND/OR EROSION PREVENTION AND SEDIMENT CONTROL PLAN 1.
GENERAL SHEET NOTES
N
F
IS
C H
E R
SHEET KEYNOTES
CONSTRUCTION ENTRANCE
INSTALL TEMPORARY 15" DIAMETER CULVERT PIPE UNDER TEMPORARY 8.
STONE CHECK DAM7.
PLANTING PLAN AND SPECIFICATION SECTION 35 42 37.00 06.
RIPRAP BANK PROTECTION TO RECIEVE SEEDING AND PLANTING PER 6.
TEMPORARY TURBIDITY BARRIER.5.
DISTURBED AREAS NOT TO RECEIVE RIPRAP SURFACING.
TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKETS OVER ALL 4.
INSTALL PERMANENT FIBER ROLL AFTER SLOPE GRADING.3.
PERMANENT PERIMETER FIBER ROLL2.
WITH COR.
TEMPORARY CONSTRUCTION ACCESS. COORDINATE ACTUAL LOCATION 1.
LEGEND
CONTRACTOR WORK LIMITS
TEMPORARY CONSTRUCTION CULVERT
SECTION 35 42 37.00 06
PLANTING PER PLANTING PLAN AND SPECIFICATION
RIPRAP BANK PROTECTION TO RECIEVE SEEDING AND
SURFACING
OVER ALL DISTURBED AREAS NOT TO RECEIVE RIPRAP
TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKETS
TEMPORARY CONSTRUCTION ACCESS
I.
W
E
IL
B A
K E
R
C
C A
R T
E R
DIRECTION OF FLOW
PERMANENT FIBER ROLL
D S
E D
IM
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N T
C O
N T
R O
L P
L A
N
O
GC104
S
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A1
3 OF 3 AND SEDIMENT CONTROL PLAN EROSION CONTROL PLAN
1"=20'SCALE: 40' 80'0
W
2Q R
BA
5_
Pl an s-
4"-6"
6"
5 7
A B
C
A
B C
NOTES: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY
TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE
CHANNEL SURFACE.
CRITICAL POINTS
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE SLOPE VERTICES
4"- 6"
12"
3B
3A
6"
MINIMUM 9"
24" MAXIMUM
24" MAXIMUM
NOTES:
1. CHECK DAMS ARE TO BE USED ONLY IN SMALL OPEN CHANNELS (THEY ARE NOT TO BE USED IN LIVE STREAMS).
2. THE DRAINAGE AREA FOR STONE CHECK DAMS SHALL NOT EXCEED TWO ACRES.
3. THE CENTER OF THE CHECK DAM MUST BE AT LEAST 9 INCHES LOWER THAN THE OUTER EDGES.
4. THE DAM HEIGHT SHOULD BE A MAXIMUM OF 2 FEET FROM CENTER TO RIM EDGE.
5. THE SIDE SLOPES OF THE CHECK DAM SHALL NOT EXCEED A 2:1 SLOPE.
6. GEOTEXTILE SHALL BE USED TO PREVENT THE MITIGATION OF SUBGRADE SOIL PARTICLES INTO THE STONES.
CROSS SECTION
CHECK DAM SPACING
L A B
A = THE TOE OF THE UPSTREAM CHECK DAM.
B = TOP OF THE DOWNSTREAM CHECK DAM.
L = THE DISTANCE SUCH THAT POINTS A AND
B ARE OF EQUAL ELEVATION.
FLOW
6" MINIMUM PROFILE
12" LAYER
CA-1, CA-2, CA-3,
OR CA-4 AGG
IDOT RR-3 OR RR-4 RIPRAP
GEOTEXTILE FABRIC
IDOT RR-3 OR RR-4 RIPRAP
EROSION CONTROL BLANKET STONE CHECK DAM
A15
A11
ROCK FILTER DAM
A1
SCALE: NTS
SECTION NTS
PLAN NTS
8" MIN. FILTER SOCK
AREA TO BE PROTECTEDWORK AREA
WORK AREA
AREA TO BE PROTECTED
8" MIN. FILTER SOCK
WATER FLOW
PAVEMENT OR
IMPERVIOUS SURFACE
CONCRETE BLOCKS OR SAND BAGS
SIZED AS NEEDED (10' O.C.)
CONCRETE BLOCKS OR SAND BAGS
SIZED AS NEEDED (10' O.C.)
PAVEMENT APPLICATION
WORK AREA
PYRAMID STAKING DETAIL
18" MIN.
ALTERNATE STAKING
OPTION
CLOSED END
STAKE
SECTION VIEW
WORK AREA
TOP VIEW
NON-PAVEMENT APPLICATION
NOTES:
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.
3. FILTER MEDIA TO BE DISPERSED ON SITE.
FL
O
W
TOP VIEW
SECTION VIEW
J1
SCALE: NTS
BIODEGRADABLE FILTER TUBE
FILTER SILT SOCK
(8", 9", OR 12" TYPICAL)
FILTER SILT SOCK
(8", 9" OR 12" TYPICAL)
NOTES:
1. ALL MATERIAL TO MEET MANUFACTURER'S SPECIFICATIONS.
2. FILTER TUBE/SILT SOCK FILL TO MEET APPLICATION REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE.
PUBLIC ROAD
PU
BLI
C R
O
AD
MATCH HAUL ROADOR AS REQUIRED TO 12'
50'
J11
SCALE: NTS
CONSTRUCTION ENTRANCE/EXIT
2"x2"x36" HARDWOOD STAKE @ 10' O.C.
START 5' FROM ANGLED STAKES
(2) 2"x2"x48+" HARDWOOD STAKES
WRAPPED WITH 16 GUAGE
AREA TO BE
PROTECTED
2" SQ. WOODEN STAKES
AT 10' ON CENTER
OVERLAPPING SECTIONS
FORM CONNECTION
2" SQ. WOODEN STAKES
AT 10' ON CENTER
WIRE @ 10' O.C.
CONNECTION/ATTAHMENT DETAIL
NOTE:
ROCK FILTER DAM IS TO BE CLEANED
OUT WHEN VOLUME BECOMES HALF FULL.
GEOTEXTILE
GEOTEXTILE
2:1 OR FLATTER
MINIMUM 9"
SLOPE APPLLICATION
1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY
NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. GROUND SURFACE MUST BE FREE OF DEBRIS, ROCKS, CLAY CLODS AND RAKED SMOOTH SUFFICIENT TO ALLOW INTIMATE CONTACT OF THE RECP WITH
THE SOIL OVER THE ENTIRETY OF THE INSTALLATION.
2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECPS IN A 6" DEEP X 6" WIDE TRENCH WITH
APPROXIMATELY 12" OF RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. USE
SHOREMAX MAT AT THE CHANNEUCULVERT OUTLET AS SUPPLEMENTAL SCOUR PROTECTION AS NEEDED.
ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES/PINS APPROXIMATELY 12" APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TD THE
COMPACTED SOIL AND FOLD THE REMAINING 12" PORTION OF RECPS BACK OVER THE SEED AND
COMPACTED SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES/PINS
SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECPS.
3.ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING STAPLES/STAKES/PINS IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
PATTERN GUIDE.
4.PLACE CONSECUTIVE RECPS END-OVER-END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE
ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TD SECURE RECPS.
5. FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF
STAPLES/STAKES/PINS SPACED AT Sr APART IN A6" DEEP X 6" WIDE TRENCH. BACKFILL ANDCOMPACT THE
TRENCH AFTER STAPLING.
6. ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 4"-6" AND SECURED WITH
STAPLES/STAKES/PINS AT St.
7.IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT
INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 6" APART AND 12" ON CENTER OVER ENTIRE
WIDTH OF THE CHANNEL.
8.THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES/PINS SPACED AT
St APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. FASTENERS SHOULD PROVIDE A MINIMUM OF TWENTY POUNDS OF PULLOUT RESISTANCE. SIX-INCH X
ONE-INCH ELEVEN GAUGE STAPLES ARE TYPICALLY ADEQUATE. IN LOOSE SOILS, LONGER STAPLES MAY
BE NECESSARY, TWIST PINS CAN PROVIDE THE GREATEST PULLOUT RESISTANCE. IN HARD OR ROCKY
SOILS, STRAIGHT PINS MAY BY USED WHERE STAPLES OR TWIST PINS ARE REFUSED, PROVIDED THE
MINIMUM PULLOUT REQUIREMENTS ARE MET. BIO-DEGRADABLE FASTENERS SHALL NOT BE USED WITH
VMAX (TRM) OR TMAX (HPTRM) MATERIALS.
DITCH APPLLICATION
1.PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS), INCLUDING ANY
NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. GROUND SURFACE MUST BE FREE OF DEBRIS, ROCKS, CLAY CLODS AND RAKED SMOOTH SUFFICIENT TD ALLOW INTIMATE CONTACT OF THE RECP WITH
THE SOIL OVER THE ENTIRETY OF THE INSTALLATION.
2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A6" DEEP X 6" WIDE TRENCH. ANCHOR
THE RECPS WITH A ROW OF STAPLES/STAKES/PINS SPACED AT Sr APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING AND FOLD THE ROLL OVER
DOWNSLOPE. SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES/PINS SPACED AT St
APART ACROSS THE WIDTH OF THE RECPS.
3. ROLL THE RECPS (A) DOWN OR (BJ HORIZONTALLY ACROSS THE SLOPE. RECPS WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY FASTENED TD SOIL
SURFACE BY PLACING STAPLES/STAKES/PINS IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE
PATTERN GUIDE. ROLLMAX RECPS AND ECBS SHOULD UTILIZE STAPLE PATTERN C, TRMS AND VMAX
MATERIALS SHOULD UTILIZE STAPLE PATTERN D.
4.THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 4" -6" OVERLAP.
5.CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST OVERLAPPED WITH THE UPSTREAM MAT ATOP
THE DOWNSTREAM MAT (SHINGLE STYLE). THE OVERLAP SHOULD BE 4" -6".
6.AT THE TERMINAL END, SECURE EACH MAT ACROSS THE WIDTH WITH A ROW OF STAPLES/STAKES/PINS
SPACED AT Sr- IF EXPOSED TO FLOW, FOOT TRAFFIC, WIND UPLIFT OR OTHER DISRUPTION, TRENCH
THETERMINAL END IN AS SHOWN IN DETAIL.
7. FASTENERS SHOULD PROVIDE A MINIMUM OF TWENTY POUNDS OF PULLOUT RESISTANCE. SIX-INCH X
ONE-INCH ELEVEN GAUGE STAPLES ARE TYPICALLY ADEQUATE. IN LOOSE SOILS, LONGER STAPLES MAY
BE NECESSARY, TWIST PINS CAN PROVIDE THE GREATEST PULLOUT RESISTANCE. IN HARD OR ROCKY
SOILS, STRAIGHT PINS MAY BY USED WHERE STAPLES OR TWIST PINS ARE REFUSED, PROVIDED THE
MINIMUM PULLOUT REQUIREMENTS ARE MET. BIO-DEGRADABLE FASTENERS SHALL NOT BE USED WITH
VMAX (TRM) OR TMAX (HPTRM) MATERIALS.
IF GRADES ARE >/= 2%
DIVERSION RIDGE
SEPARATOR
GEOTEXTILE
CA-1, CA-2, CA-3, OR CA-4
6" LAYER
12" 12"
6"
6" 6"
15" MIN TEMPORARY CULVERT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
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D B
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D R
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N B
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D B
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C O
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R A
C T
N O
S O
L
IC
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A
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N N
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L
V E
R M
IL
IO
N C
O U
N T
Y
IL
L
IN
O
IS
C A
P S
E C
T
IO
N
E M
E R
G E
N C
Y S
T R
E A
M B
A N
K S
T A
B
IL
IZ
A
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IO
N
V E
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IL
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N C
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P
F
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L O
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L E
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T R
IC
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L
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IN
G
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L
L O
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V
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L E
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N O
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M B
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N
F
IS
C H
GC501
I.
E
IL
B A
K E
R
N
F
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C H
E R
C
C A
R T
E R
A N
S
O
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IO
N C
O N
T R
O L
D E
T A
IL
S
W
2Q R
BA
5_
Pl an s-
TYPE 1
USAGE CHART
TYPE 2
PLAN VIEW - INSTALLATION FOR SHORELINE WORK
FLOATING TURBIDITY CURTAINS
TYPE
(FT/S)
CURRENT
MAXIMUM
0.0
3.5
5.0
ADDITIONAL CONDITIONS
No Wave/Wind/Tidal Action
Moving Water (One Direction)
TYPE 3
SEE NOTE 9
1. SELECT A TURBIDITY CURTAIN TYPE TO SUIT THE SITE
CONDITIONS AND MEET EROSION CONTROL AND WATER
QUALITY REQUIREMENTS. SUBMIT DETAILS AND
SPECIFICATIONS OF THE SELECTED TURBIDITY CURTAIN
TYPE TO THE CO FOR APPROVAL PRIOR TO INSTALLATION.
2. INSTALL THE TURBIDITY CURTAIN BEFORE COMMENCEMENT
OF ANY CONSTRUCTION ACTIVITIES THAT COULD IMPACT THE
AREA OF CONCERN.
3. INSTALL THE TURBIDITY CURTAIN PARALLEL TO THE DIRECTION
OF FLOW OF A MOVING BODY OF WATER. DO NOT INSTALL
THE TURBIDITY CURTAIN ACROSS THE MAIN FLOW OF A
SIGNIFICANT MOVING BODY OF WATER. DO NOT INSTALL THE
TURBIDITY CURTAIN WHERE THE FLOW OF WATER WILL REMOVE
ACCUMULATED SEDIMENT OR SIGNIFICANTLY MOVE THE
CURTAIN.
4. INSTALL TURBIDITY CURTAIN STAKES IN A VERTICAL POSITION
UNLESS OTHERWISE DIRECTED BY THE CO. INSTALL ANCHORS
AND STAKES AT A 100-FOOT MAXIMUM SPACING.
5. FOR TYPE 1 TURBIDITY CURTAINS, INSTALL ANCHORS MADE OF
WOODEN STAKES (2- BY 4-INCH RECTANGULAR OR 2
2-INCH
MINIMUM DIAMETER) OR METAL STAKES (1
3 POUNDS PER
LINEAR FOOT). FOR TYPE 2 AND 3 TURBIDITY CURTAINS,
INSTALL ANCHORS THAT ARE EITHER WEIGHTED OR THAT DIG
INTO THE CHANNEL BOTTOM.
6. EXTEND THE ENDS OF THE TURBIDITY CURTAINS WELL UP INTO
THE SHORELINE ESPECIALLY IF HIGH WATER CONDITIONS ARE
EXPECTED AS APPROVED BY THE CO. SECURE THE ENDS
FIRMLY TO THE SHORELINE (PREFERABLY TO RIGID BODIES
SUCH AS TREES OR PILES) TO FULLY ENCLOSE THE AREA WHERE
SEDIMENT MAY ENTER INTO THE WATER BODY.
7. FURNISH MINIMUM
2 INCH NYLON ROPE FOR ADJUSTMENT
LINE FOR MOORING SYSTEM. ENSURE THE MOORING LINE IS
SECURELY ATTACHED AND IS SUFFICIENTLY BUOYANT TO REMAIN
AFLOAT UNDER NORMAL LOAD CONDITIONS.
8. FOR TYPE 1 AND 2 TURBIDITY CURTAINS, EXTEND THE NYLON
REINFORCED VINYL FABRIC THROUGH THE ENTIRE DEPTH OF THE
WATER (TO THE CHANNEL BOTTOM) UNLESS TIDAL ACTIONS ARE
PRESENT.
9. IN AREAS SUBJECT TO WIND AND WAVE ACTIONS OR WHERE
TIDAL ACTIONS ARE PRESENT, USE TYPE 3 TURBIDITY CURTAINS
AS DIRECTED BY THE CO. FURNISH AND INSTALL TYPE 3
TURBIDITY CURTAINS ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS AND AS APPROVED BY THE CO.
10. REMOVE CAPTURED SEDIMENT BEHIND THE CURTAIN PRIOR
TO REMOVING THE FLOATING TURBIDITY CURTAINS. DO NOT
DISPERSE SEDIMENT INTO ADJACENT BODY OF WATER.
Wind and Wave Actions Tidal Action or Subject to
A1
FLOATING TURBIDITY CURTAIN
NTS
NOTES:
LAND ANCHORING
SEE NOTE 6
EXISTING SHORELINE (TYP.)
STAKE (TYP.)
SEE NOTE 4
TURBIDITY CURTAIN
SECTION (TYP.)
ANCHOR (TYP.)
SEE NOTES 4 AND 5
SUPPORTING FLOTATION
(12-INCH EQUIVALENT)
CONSTRUCTION AREA
TURBID WATER
CLEAR WATER
MOORING LINE WITH SUPPORTING
FLOTATION (TYP.)
SEE NOTE 7
NYLON REINFORCED VINYL5/8-INCH POLYPROPYLENE
ROPE AND GROMMITS
CONNECTION
SUPPORTING FLOTATION
(6-INCH EQUIVALENT)
WATER SURFACE ELEVATION (WSL)
5/16-INCH BALLAST CHAIN
(GALVANIZED) (TYP.)
5/16-INCH DUAL GALVANIZED WIRE ROPE
LOAD LINES WITH HEAVY VINYL COATING
SLOTTED CONNECTOR PIPE OR
POLYPROPYLENE ROPE AND
GROMMET CONNECTION
SUPPORTING FLOTATION
(8-INCH EQUIVALENT)
WATER SURFACE ELEVATION (WSL)
NYLON REINFORCED VINYL
5/16-INCH BALLAST CHAIN
(GALVANIZED) (TYP.)
2 EACH 5/16-INCH VINYL SHEATHER EAW STEEL CABLES
(18,400 LBS. BREAKING STRENGTH) WITH GALVANIZED
CONNECTORS (TOOL FREE DISCONNECT)
SLOTTED PVC CONNECTOR PIPE
(METAL COLLAR REINFORCED)
WATER SURFACE ELEVATION (WSL)
D E
P T
H
NYLON REINFORCED VINYL
3/8-INCH BALLAST CHAIN
(GALVANIZED) (TYP.)
CHANNEL BOTTOM
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ALLOWED BETWEEN OCTOBER 15 AND MARCH 31.
CONSTRUCTION YET NOT CREATE FURTHER EROSION. TREE CLEARING IS
6. TREE CLEARING SHOULD BE PERFORMED IN SUCH A FASHION TO FACILITATE
EXCESS MATERIAL SHALL BE DISPOSED ACCORDING TO SPEC 02 41 00.
EXISTING RIP RAP CAN BE REUSED FOR STONE AT THE TOE BANK. ANY 5.
INSTALLED BY…
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