W912QR25BA005_Specs-0002.pdf

R

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of theoffer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

J 1 47

0002 15 FEB 2025 478575

W912QR

W072 ENDIST LOUISVILLE

KO CONTRACTING DIVISION, 600 DR MARTIN LUTHER KING JR PL

LOUISVILLE, KY 40202-2230

UNITED STATES

ADYSON MEDLEY, EMAIL: ADYSON.MEDLEY@USACE.ARMY.MIL

TELEPHONE: (502) 315-6211

SCD: PAS:

W912QR25BA005

30 JAN 2025

SEE SECTION G - CONTRACT ADMINISTRATION DATA

SEE SCHEDULE

W912QR25BA005_Specs-0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): Solicitation W912QR25BA0005 is hereby amended as follows:

****Amendment 0001****

The due date has been extended from February 2025 at 10:00AM Eastern to February 2025 at 10:

00AM Eastern Time.

Note: The Opening of Bids has been scheduled for 11:00AM Eastern Time to 11:30AM Eastern Time on January 2025. The call information is as follows:

Meeting ID: 993 985 099 711 Passcode: ho3Gs2ya

Dial in by phone +1 503-207-9433,,2788591# United States, Beaverton Find a local number Phone conference ID: 278 859 1#

If you are submitting a bid, contractors are responsible to review, sign, and return all amendment AND the solicitation.

****Amendment 0001****

W912QR25BA005000

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 1 Feb 2025 Feb 2025

W912QR25BA005000

Page

Vermilion County, IL Cap Section 14, Emergency Streambank Stabilization Vermilion County, IL

P2 478575 Price Breakout Schedule

SECTION 00 10 00

00 10 00

PRICE BREAKOUT SCHEDULE

02/13 Amendment 0002

OFFEROR'S NAME: ___________________________________________

CONTRACT LINE ITEM SCHEDULE

Line Item No. Description Unit Amount

BASE PROPOSAL

0001. Construction: All work, materials, and labor required to demo and construct the riprap protection Job $ ______________________

Total Base Proposal $

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

NOTE NO. 2. Offerors must insert a price on all numbered items of the CLIN Schedule. Failure to do so may result in the offer being unacceptable.

Amendment 0002******************************************************************************

NOTE NO. 3. Not used.

****************************************************************************** Amendment 0002

--END OF CLIN SCHEDULE—

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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

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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

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1"=200'SCALE: 400'0 200'

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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

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DIRECTION OF FLOW

PERMANENT FIBER ROLL

D S

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C O

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L P

L A

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1 OF 3 AND SEDIMENT CONTROL PLAN EROSION PREVENTION

1"=40'SCALE: 40' 80'0

F

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MATCH LINE SEE SHEET GC103

MATCH LINE SEE SHEET GC102

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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

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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

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N

A1

2 OF 3 AND SEDIMENT CONTROL PLAN EROSION CONTROL PLAN

1"=20'SCALE: 20' 40'0

F

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MATCH LINE SEE SHEET GC103

MATCH LINE SEE SHEET GC102

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US Army Corps

U .S

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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

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

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T