W912QR25BA005_Plans-0001.pdf
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- Solicitation number
- W912QR25BA005
About this file
This file contains construction plans and drawings for an emergency streambank stabilization project along the Middle Fork Vermilion River in Vermilion County, Illinois for the U.S. Army Corps of Engineers Louisville District. The plans include detailed erosion prevention and sediment control measures, demolition plans, site plans, and grading plans.
The project involves installing riprap bank protection with seeding and planting along the riverbank, constructing a temporary construction access road with culvert, implementing erosion control measures including turbidity barriers and fiber rolls, and following a specific construction sequence. Key technical details include installation of stone check dams, temporary construction culverts, permanent fiber rolls, and topsoil/seeding requirements over disturbed areas. The plans specify that no in-water work will be allowed between May 1 and July 31, and that the riprap at the toe shall be constructed with minimum 48" riprap reclaimed from the slope plus additional minimum 40" thick revetment stone. The plans also indicate that full closures of County Road 21 will be required to complete construction. The drawings provide detailed grading plans with 1-foot contour intervals and specific coordinates for key construction points.
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E 2600 N
RD HMA
N
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GC104
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NORTH
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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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:
NOT USED.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
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B A
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R
N
F
IS
C H
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C A
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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
OVER ALL DISTURBED AREAS
TOPSOIL, SEED, AND INSTALL EROSION CONTROL BLANKETS
TEMPORARY CONSTRUCTION ACCESS
DIRECTION OF FLOW
PERMANENT FIBER ROLL
TEMPORARY TURBIDITY BARRIER
STONE CHECK DAM TO REMAIN AFTER PROJECT COMPLETION
A N
D S
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IM
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N T
C O
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1"=200'SCALE: 400'0 200'
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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:
NOT USED.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 DAM TO REMAIN AFTER PROJECT COMPLETION.7.
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
OVER ALL DISTURBED AREAS
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
F
GC102
S
E
R O
S
IO
N P
R E
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N T
IO
N
A1
1 OF 3 AND SEDIMENT CONTROL PLAN EROSION PREVENTION
1"=40'SCALE: 40' 80'0
F
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A M
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D M
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W
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5_
Pl an s-
WOODS
WOODS
U U
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MATCH LINE SEE SHEET GC103
MATCH LINE SEE SHEET GC102
N
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D H
M A
TIMBER
V E R
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ILLIO
N R
IV
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M
ID
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FO
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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
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F
G
H
J
K
L
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N
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B M
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C H
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D R
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N N
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S
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D A
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S I Z
E
M A
R K
D E
S C
R
IP
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N D
A T
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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
IE
D F
IN
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N
F
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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:
NOT USED.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 DAM TO REMAIN AFTER PROJECT COMPLETION.7.
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
OVER ALL DISTURBED AREAS
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
F
E B
A M
E N
D M
E N
T
W
2Q R
BA
5_
Pl an s-
U
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
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FORK
E X
IS
T
IN
G B
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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
C
D
E
F
G
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D B
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N B
Y
D E
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D B
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N O
S O
L
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A
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S
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D A
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M A
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
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IN
E E
R S
C E
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IF
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D F
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A
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C A
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G
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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:
NOT USED.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 DAM TO REMAIN AFTER PROJECT COMPLETION.7.
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
OVER ALL DISTURBED AREAS
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
GC104
S
O
S
IO
N P
R E
V E
N T
IO
N
A1
3 OF 3 AND SEDIMENT CONTROL PLAN EROSION CONTROL PLAN
1"=20'SCALE: 40' 80'0
F
E B
A M
E N
D M
E N
T
W
2Q R
BA
5_
Pl an s-
CD102
CD103
U U
U
U
U
U
12"
X
X
X
X
X
N
E R
D H
M A
N E R
D H
M A
TIMBER
TIMBER
12"
MI
DDLE
FORK
VERMI
LL
IO
N
RI
VER
M
ID
D
LE
FO
R K
V E R
M
ILLIO
N R
IV
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F L O
W
FLOW
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
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
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C O
N T
R A
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N O
S O
L
IC
IT
A
T
IO
N N
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IS
S
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D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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G
IN
E E
R S
C E
R T
IF
IE
D F
IN
A
L
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N C
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IL
L
IN
O
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C A
P S
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T
IO
N
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N C
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T R
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M B
A N
K S
T A
B
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IZ
A
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N
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N C
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P
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T R
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L
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IN
G
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L O
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V
IL
L E
K
Y
N O
V E
M B
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N
F
IS
C H
E R
CONSTRUCTION YET NOT CREATE FURTHER EROSION.
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.
AFTER WORK IS COMPLETE.
GUARDRAIL OFFSITE. NEW GUARDRAIL WILL BE INSTALLED BY OTHERS
EXISTING GUARDRAIL WILL NOT BE REUSED. REMOVE THE EXISTING 4.
REMOVED DURING CONSTRUCTION.
EXISTING GUARDRAIL ON WEST SIDE OF COUNTY ROAD 21 SHALL BE 3.
ALL ITEMS NOT MARKED FOR REMOVAL MUST BE PROTECTED.2.
TO VERIFY ALL EXISTING UTILITIES.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR MUST BE RESPONSIBLE 1.
GENERAL SHEET NOTES
T F
R O
S T
LEGEND
CONTRACTOR WORK LIMITS
REMOVAL OF LINEAR ITEM
REMOVAL OF EXISTING CONCRETE
TREE CLEARING
N
F
IS
C H
E R
B G
R E
G O
R Y
REMOVAL OF ITEMX
F
E B
E N
D M
E N
T
CD101
S
E
R A
L L
D E
M O
L
IT
IO
N
P L
A N
A1
OVERALL DEMOLITION PLAN
1"=40'SCALE: 40' 80'0
W
2Q R
BA
5_
Pl an s-
U
X
X
X
MATCH LINE SEE SHEET CD103
MATCH LINE SEE SHEET CD102
N 1,300,575.54
E 1,140,728.83
N 1,300,553.22
E 1,140,743.45
N 1,300,566.13
E 1,140,729.15
N 1,300,519.89
E 1,140,736.57
N 1,300,482.17
E 1,140,746.87
N 1,300,437.41
E 1,140,763.79
N 1,300,478.60
E 1,140,722.79
N 1,300,526.10
E 1,140,705.79
N 1,300,539.31
E 1,140,697.85
N 1,300,551.04
E 1,140,716.84
N 1,300,557.94
E 1,140,697.40
N 1,300,509.82
E 1,140,729.13
N 1,300,483.54
E 1,140,737.87
N 1,300,586.90
E 1,140,693.56
N 1,300,676.92
E 1,140,680.33
N 1,300,690.65
E 1,140,682.76
N 1,300,649.97
E 1,140,612.26
N 1,300,645.05
E 1,140,606.59
N 1,300,637.09
E 1,140,620.10
N 1,300,626.70
E 1,140,635.83
N 1,300,606.75
E 1,140,653.77
N 1,300,583.80
E 1,140,673.74
N 1,300,611.98
E 1,140,681.05
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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IS
S
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D A
T E
S I Z
E
M A
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D E
S C
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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
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IL
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N C
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P
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L O
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V
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L E
D
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T R
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M A
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IN
L
U T
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IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
N O
V E
M B
E R
N
F
IS
C H
E R
CONSTRUCTION YET NOT CREATE FURTHER EROSION.
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.
AFTER WORK IS COMPLETE.
GUARDRAIL OFFSITE. NEW GUARDRAIL WILL BE INSTALLED BY OTHERS
EXISTING GUARDRAIL WILL NOT BE REUSED. REMOVE THE EXISTING 4.
REMOVED DURING CONSTRUCTION.
EXISTING GUARDRAIL ON WEST SIDE OF COUNTY ROAD 21 SHALL BE 3.
ALL ITEMS NOT MARKED FOR REMOVAL MUST BE PROTECTED.2.
TO VERIFY ALL EXISTING UTILITIES.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR MUST BE RESPONSIBLE 1.
GENERAL SHEET NOTES
T F
R O
S T
SHEET KEYNOTES
EXISTING ONE-WAY TRAFFIC CONTROL SYSTEM TO BE REMOVED BY OTHERS7.
SAW CUT PAVEMENT ALONG REMOVAL EDGE6.
REMOVE W1-8 CHEVRON SIGNS5.
BARRICADE AND TRAFFIC CONTROL BARRELS TO BE REMOVED BY OTHERS4.
PROPOSED EXISTING GUARDRAIL REMOVAL3.
PROPOSED AREA FOR EXISTING PAVEMENT2.
PROPOSED AREA FOR TREE CLEARING1.
LEGEND
CONTRACTOR WORK LIMITS
REMOVAL OF LINEAR ITEM
REMOVAL OF EXISTING CONCRETE
TREE CLEARING
B G
R E
G O
R Y
N
F
IS
C H
E
CD102
S
M
O L
IT
IO
N P
L A
N
A1
DEMOLITION PLAN 1 OF 2
1"=20'SCALE: 20' 40'0
F
E B
A M
E N
D M
E N
T
W
2Q R
BA
5_
Pl an s-
12"
X
X
MATCH LINE SEE SHEET CD103
MATCH LINE SEE SHEET CD102
N 1,300,356.34
E 1,140,779.97
N 1,300,349.83
E 1,140,753.13
N 1,300,292.39
E 1,140,781.95
N 1,300,240.49
E 1,140,787.08
N 1,300,252.15
E 1,140,834.56
N 1,300,326.13
E 1,140,787.43
N 1,300,367.64
E 1,140,806.56
N 1,300,358.28
E 1,140,806.62
N 1,300,392.14
E 1,140,786.78
N 1,300,437.41
E 1,140,763.79
N 1,300,400.34
E 1,140,762.66
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
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
O
IS
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
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IZ
A
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N
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G
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U
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V
IL
L E
K
Y
N O
V E
M B
E R
N
F
IS
C H
E R
CONSTRUCTION YET NOT CREATE FURTHER EROSION.
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.
AFTER WORK IS COMPLETE.
GUARDRAIL OFFSITE. NEW GUARDRAIL WILL BE INSTALLED BY OTHERS
EXISTING GUARDRAIL WILL NOT BE REUSED. REMOVE THE EXISTING 4.
REMOVED DURING CONSTRUCTION.
EXISTING GUARDRAIL ON WEST SIDE OF COUNTY ROAD 21 SHALL BE 3.
ALL ITEMS NOT MARKED FOR REMOVAL MUST BE PROTECTED.2.
TO VERIFY ALL EXISTING UTILITIES.
PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR MUST BE RESPONSIBLE 1.
GENERAL SHEET NOTES
T F
R O
S T
SHEET KEYNOTES
EXISTING ONE-WAY TRAFFIC CONTROL SYSTEM TO BE REMOVED BY OTHERS7.
SAW CUT PAVEMENT ALONG REMOVAL EDGE6.
REMOVE W1-8 CHEVRON SIGNS5.
BARRICADE AND TRAFFIC CONTROL BARRELS TO BE REMOVED BY OTHERS4.
PROPOSED EXISTING GUARDRAIL REMOVAL3.
PROPOSED AREA FOR EXISTING PAVEMENT2.
PROPOSED AREA FOR TREE CLEARING1.
LEGEND
CONTRACTOR WORK LIMITS
REMOVAL OF LINEAR ITEM
REMOVAL OF EXISTING CONCRETE
TREE CLEARING
B G
R E
G O
R Y
N
F
IS
C H
E
CD103
S
M
O L
IT
IO
N P
L A
N
A1
DEMOLITION PLAN 2 OF 2
1"=20'SCALE: 20' 40'0
F
E B
A M
E N
D M
E N
T
W
2Q R
BA
5_
Pl an s-
U
U
U
U
12"
CS102
CS103
10+00
11+00
0+0
1+0
2+0
3+
4+
N
E R
D H
M A
N E R
D H
M A
TIMBER
TIMBER
12"
MI
DDLE
FORK
VERMI
LL
IO
N
RI
VER
M
ID
D
LE
FO
R K
V E R
M
ILLIO
N R
IV
E R
F L O
W
FLOW
E X
IS
T
IN
G B
R
ID
G E
F L
O W
RIPRAP DITCH CENTERLINE
RIPRAP SLOPE CENTERLINE
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
O
IS
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
T
IO
N
V E
R M
IL
IO
N C
O U
N T
Y
IL
P
F
Y
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
N O
V E
M B
E R
N
F
IS
C H
E R
NOT USED.8.
NO IN-WATER WORK WILL BE ALLOWED BETWEEN MAY 1 AND JULY 31.7.
ROAD RECONSTRUCTION TO BE COMPLETED BY OTHERS.6.
VEGETATED STONE PROTECTION.
ADDITIONAL MINIMUM 40" THICK OF REVETMENT. SEE SPEC 35 42 37.00 06
OFFSITE. LOWER BANK IS MINIMUM 8" THICK OF BEDDING STONE WITH AN
FROM THE SLOPE. ADDITIONAL REVETMENT STONE TO BE PROCURED FROM
RIP RAP AT TOE SHALL BE CONSTRUCTED WITH MIN 48" RIP RAP RECLAIMED 5.
BANK AT BEGINNING AND END OF PROJECT.
TAPER TOE AND NEW RIP RAP AT A 30 DEGREE ANGLE TO MATCH EXISTING 4.
CONSTRUCTION.
FULL CLOSURES OF COUNTY ROAD 21 WILL BE REQUIRED TO COMPLETE 3.
SEE SHEET CS201 FOR RIPRAP PROFILE.2.
SHEET CS202 FOR DITCH PROFILE
SEE SHEET CS501, DETAIL A1 FOR TYPICAL RIPRAP CROSS SECTION AND SEE 1.
GENERAL SHEET NOTES
T F
R O
S T
LEGEND
CONTRACTOR WORK LIMITS
PROPOSED TIE-IN RIPRAP
N
F
IS
C H
E R
B G
R E
G O
R Y
PROPOSED RIPRAP
PROPOSED RIPRAP DITCH
CS101
S
E
R A
L L
S
IT
E P
L A
N
A1
OVERALL SITE PLAN
1"=40'SCALE: 40' 80'0
A M
E N
D M
E N
T
F
E B
W
2Q R
BA
5_
Pl an s-
U
MATCH LINE SEE SHEET CS103
MATCH LINE SEE SHEET CS102
10+00
11+00
POBSTA 10+00.00N 1,300,565.64E 1,140,675.80
POESTA 11+26.12N 1,300,687.78E 1,140,707.22
2+0
3+
4+
PI STA = 2+61.38
N 1,300,488.09
E 1,140,743.32
R = 400.00'
D = 14°19'26.20"
Δ = 27°14'51.48" L = 190.22' T = 96.95' E = 11.58'
PI
STA
2+61
.38
PO
E
ST
A 4+
.5
N 1, 0, 0.
E 1, 0, 2.
PT
ST
A 3+
.6
N
E R
D H
M A
TIMBER
VERM
ILLIO
N RIVER
M
IDDLE FO
RK
FLOW
RIPRAP DITCH CENTERLINE
CENTERLINE
RIPRAP SLOPE
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
O
IS
S
U E
D A
T E
S
IZ
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
T
IO
N
V E
R M
IL
IO
N C
O U
N T
Y
IL
P
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
N O
V E
M B
E R
N
F
IS
C H
E R
NOT USED.8.
NO IN-WATER WORK WILL BE ALLOWED BETWEEN MAY 1 AND JULY 31.7.
ROAD RECONSTRUCTION TO BE COMPLETED BY OTHERS.6.
VEGETATED STONE PROTECTION.
ADDITIONAL MINIMUM 40" THICK OF REVETMENT. SEE SPEC 35 42 37.00 06
OFFSITE. LOWER BANK IS MINIMUM 8" THICK OF BEDDING STONE WITH AN
FROM THE SLOPE. ADDITIONAL REVETMENT STONE TO BE PROCURED FROM
RIP RAP AT TOE SHALL BE CONSTRUCTED WITH MIN 48" RIP RAP RECLAIMED 5.
BANK AT BEGINNING AND END OF PROJECT.
TAPER TOE AND NEW RIP RAP AT A 30 DEGREE ANGLE TO MATCH EXISTING 4.
CONSTRUCTION.
FULL CLOSURES OF COUNTY ROAD 21 WILL BE REQUIRED TO COMPLETE 3.
SEE SHEET CS201 FOR RIPRAP PROFILE.2.
SHEET CS202 FOR DITCH PROFILE
SEE SHEET CS501, DETAIL A1 FOR TYPICAL RIPRAP CROSS SECTION AND SEE 1.
GENERAL SHEET NOTES
T F
R O
S T
SHEET KEYNOTES
PROPOSED GRADING LIMITS4.
DETAIL J11.
PROPOSED RIPRAP DITCH. SEE RIPRAP TIE-IN DETAIL ON SHEET CS501, 3.
PROPOSED RIPRAP TOE2.
DETAIL J1.
PROPOSED RIPRAP TIE-IN. SEE RIPRAP TIE-IN DETAIL ON SHEET CS501, 1.
LEGEND
N
F
IS
C H
E R
B
G R
E G
O R
Y
CONTRACTOR WORK LIMITS
PROPOSED TIE-IN RIPRAP
CS102
S
P
O
P O
S E
D S
IT
E
P L
A N
A1
PROPOSED SITE PLAN 1 OF 2
1"=20'SCALE: 20' 40'0
A M
E N
D M
E N
T
F
E B
W
2Q R
BA
5_
Pl an s-
12"
MATCH LINE SEE SHEET CS103
MATCH LINE SEE SHEET CS102
0+0
1+0
2+0
POB
STA 0
+00 .00
N 1, 300, 234.
E 1, 140, 805.
PC
STA 1
+64 .43
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
RIPRAP SLOPE CENTERLINE
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
O
IS
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
T
IO
N
V E
R M
IL
IO
N C
O U
N T
Y
IL
P
F
Y
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
N O
V E
M B
E R
N
F
IS
C H
E R
NOT USED.8.
NO IN-WATER WORK WILL BE ALLOWED BETWEEN MAY 1 AND JULY 31.7.
ROAD RECONSTRUCTION TO BE COMPLETED BY OTHERS.6.
VEGETATED STONE PROTECTION.
ADDITIONAL MINIMUM 40" THICK OF REVETMENT. SEE SPEC 35 42 37.00 06
OFFSITE. LOWER BANK IS MINIMUM 8" THICK OF BEDDING STONE WITH AN
FROM THE SLOPE. ADDITIONAL REVETMENT STONE TO BE PROCURED FROM
RIP RAP AT TOE SHALL BE CONSTRUCTED WITH MIN 48" RIP RAP RECLAIMED 5.
BANK AT BEGINNING AND END OF PROJECT.
TAPER TOE AND NEW RIP RAP AT A 30 DEGREE ANGLE TO MATCH EXISTING 4.
CONSTRUCTION.
FULL CLOSURES OF COUNTY ROAD 21 WILL BE REQUIRED TO COMPLETE 3.
SEE SHEET CS201 FOR RIPRAP PROFILE.2.
SHEET CS202 FOR DITCH PROFILE
SEE SHEET CS501, DETAIL A1 FOR TYPICAL RIPRAP CROSS SECTION AND SEE 1.
GENERAL SHEET NOTES
T F
R O
S T
SHEET KEYNOTES
PROPOSED GRADING LIMITS4.
DETAIL J11.
PROPOSED RIPRAP DITCH. SEE RIPRAP TIE-IN DETAIL ON SHEET CS501, 3.
PROPOSED RIPRAP TOE2.
DETAIL J1.
PROPOSED RIPRAP TIE-IN. SEE RIPRAP TIE-IN DETAIL ON SHEET CS501, 1.
LEGEND
N
F
IS
C H
E R
B G
R E
G O
R Y
CONTRACTOR WORK LIMITS
PROPOSED TIE-IN RIPRAP
F
E B
E N
D M
E N
T
CS103
S
O
P O
S E
D S
IT
E
P L
A N
A1
PROPOSED SITE PLAN 2 OF 2
1"=20'SCALE: 20' 40'0
W
2Q R
BA
5_
Pl an s-
U
U
U
U
12"
CG102
CG103
N
E R
D H
M A
N E R
D H
M A
TIMBER
TIMBER
12"
MI
DDLE
FORK
VERMI
LL
IO
N
RI
VER
M
ID
D
LE
FO
R K
V E R
M
ILLIO
N R
IV
E R
F L O
W
FLOW
E X
IS
T
IN
G B
R
ID
G E
F L
O W
10+00
11+00
0+0
1+0
2+0
3+
4+
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
O
IS
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
T
IO
N
V E
R M
IL
IO
N C
O U
N T
Y
IL
P
F
Y
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
N O
V E
M B
E R
N
F
IS
C H
E R
NOT USED4.
FOR VEGETATIVE RIPRAP, SEE SPECIFICATION SECTION 35 42 37.00 06.3.
FOR TOPSOIL, SEE SPECIFICATION SECTION 32 92 19.2.
CONTOUR INTERVAL IS 1.0 FT1.
GENERAL SHEET NOTES
T F
R O
S T
LEGEND
N
F
IS
C H
E R
B G
R E
G O
R Y
CONTRACTOR WORK LIMITS
DITCH CENTERLINE
PROPOSED BREAKLINE
F
E B
E N
D M
E N
T
CG101
S
E
R A
L L
G R
A D
IN
G
P L
A N
A1
OVERALL GRADING PLAN
1"=40'SCALE: 40' 80'0
W
2Q R
BA
5_
Pl an s-
U
MATCH LINE SEE SHEET CG103
MATCH LINE SEE SHEET CG102
.9
639.25
636.97
10+00
11+00
POBSTA 10+00.00N 1,300,565.64E 1,140,675.80
POESTA 11+26.12N 1,300,687.78E 1,140,707.22
2+0
3+
4+
PI STA = 2+61.38
N 1,300,488.09
E 1,140,743.32
R = 400.00'
D = 14°19'26.20"
Δ = 27°14'51.48" L = 190.22' T = 96.95' E = 11.58'
PI
STA
2+61
.38
PO
E
ST
A 4+
.5
N 1, 0, 0.
E 1, 0, 2.
PT
ST
A 3+
.6
N
E R
D H
M A
TIMBER
VERM
ILLIO
N RIVER
M
IDDLE FO
RK
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
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
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
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A
L
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C A
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N
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P
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D
IS
T R
IC
T
D
R
M A
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IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
N O
V E
M B
E R
N
F
IS
C H
E R
NOT USED4.
FOR VEGETATIVE RIPRAP, SEE SPECIFICATION SECTION 35 42 37.00 06.3.
FOR TOPSOIL, SEE SPECIFICATION SECTION 32 92 19.2.
CONTOUR INTERVAL IS 1.0 FT1.
GENERAL SHEET NOTES
T F
R O
S T
LEGEND
CONTRACTOR WORK LIMITS
B
G R
E G
O R
Y
N
F
IS
C H
E R
DISTURB LIMITS
DITCH CENTERLINE
PROPOSED BREAKLINE
SHEET KEYNOTES
TYPICAL SECTION.
PROPOSED RIPRAP DITCH. SEE CS202 FOR PROFILE AND J11/CS501 FOR 1.
CG102
S
O
P O
S E
D G
R A
D
IN
G P
L A
N
A1
PROPOSED GRADING PLAN 1 OF 2
1"=20'SCALE: 20' 40'0
F
E B
A M
E N
D M
E N
T
W
2Q R
BA
5_
Pl an s-
12"
MATCH LINE SEE SHEET CG103
MATCH LINE SEE SHEET CG102
615.53
0+0
1+0
2+0
POB
STA 0
+00 .00
N 1, 300, 234.
E 1, 140, 805.
PC
STA 1
+64 .43
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
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
O
IS
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
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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
IN
A
L
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IL
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N C
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N T
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IL
L
IN
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C A
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N
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T R
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M B
A N
K S
T A
B
IL
IZ
A
T
IO
N
V E
R M
IL
IO
N C
O U
N T
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IL
P
F
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L O
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V
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D
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T R
IC
T
D
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M A
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IN
L
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G
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P
L
L O
U
IS
V
IL
L E
K
Y
N O
V E
M B
E R
N
F
IS
C H
E R
NOT USED4.
FOR VEGETATIVE RIPRAP, SEE SPECIFICATION SECTION 35 42 37.00 06.3.
FOR TOPSOIL, SEE SPECIFICATION SECTION 32 92 19.2.
CONTOUR INTERVAL IS 1.0 FT1.
GENERAL SHEET NOTES
T F
R O
S T
LEGEND
CONTRACTOR WORK LIMITS
B G
R E
G O
R Y
N
F
IS
C H
E R
DISTURB LIMITS
DITCH CENTERLINE
PROPOSED BREAKLINE
SHEET KEYNOTES
TYPICAL SECTION.
PROPOSED RIPRAP DITCH. SEE CS202 FOR PROFILE AND J11/CS501 FOR 1.
CG103
S
O
P O
S E
D G
R A
D
IN
G P
L A
N
A1
PROPOSED GRADING PLAN 2 OF 2
1"=20'SCALE: 20' 40'0
A M
E N
D M
E N
T
F E
B
W
2Q R
BA
5_
Pl an s-
| GC101 |
| GC102 |
| GC103 |
| GC104 |
| CD101 |
| CD102 |
| CD103 |
| CS101 |
| CS102 |
| CS103 |
| CG101 |
| CG102 |
| CG103 |
File details come from the government source that posted it. Updated .