S01 Attachment 1 Roth WRE Construction Packet_signed.pdf

BID SCHEDULE - CONSTRUCTION

Roth WRE Restoration Christian County, IL

Item Description Specification Quantity Units Unit Price Cost

Mobilization and Demobilization

8 1 Job

2 Excavation 21 4840 Cy

3 Seeding, Sprigging and Mulching

6 1 Job

TAX ID #

TOTAL BID $

ONE AWARD FOR THE AGGREGATE OF ALL ITEMS WILL BE MADE UNDER

THIS SOLICITATION. BIDDERS MUST BID ON ALL ITEMS IN THE SCHEDULE

TO BE CONSIDERED FOR AWARD.

Total Performance Time = 13 Calendar Days

Roth WRE

CHRISTIAN COUNTY, ILLINOIS

INDEX OF CONSTRUCTION SPECIFICATIONS

NUMBER NAME

6 Seeding, Sprigging and Mulching 8 Mobilization & Demobilization 21 Excavation

Roth WRE, Christian Co., IL

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Construction Specification 8—Mobilization and Demobilization

1. Scope The work consists of the mobilization and demobilization of the contractor's forces and equipment necessary for performing the work required under the contract. It does not include mobilization and demobilization for specific items of work for which payment is provided elsewhere in the contract. Mobilization will not be considered as work in fulfilling the contract requirements for commencement of work.

2. Equipment and material Mobilization shall include all activities and associated costs for transportation of contractor's personnel, equipment, and operating supplies to the site; establishment of offices, buildings, and other necessary general facilities for the contractor's operations at the site; premiums paid for performance and payment bonds including coinsurance and reinsurance agreements as applicable;

and other items specified in section 4 of this specification.

Demobilization shall include all activities and costs for transportation of personnel, equipment, and supplies not required or included in the contract from the site; including the disassembly, removal, and site cleanup of offices, buildings, and other facilities assembled on the site specifically for this contract.

This work includes mobilization and demobilization required by the contract at the time of award.

If additional mobilization and demobilization activities and costs are required during the performance of the contract as a result of changed, deleted, or added items of work for which the contractor is entitled to an adjustment in contract price, compensation for such costs will be included in the price adjustment for the item or items of work changed or added.

3. Payment Payment will be made as the work proceeds, after presentation of paid invoices or documentation of direct costs by the contractor showing specific mobilization and demobilization costs and supporting evidence of the charges of suppliers, subcontractors, and others. When the total of such payments is less than the lump sum contract price, the balance remaining will be included in the final contract payment. Payment of the lump sum contract price for mobilization and demobilization will constitute full compensation for completion of the work.

Payment will not be made under this item for the purchase costs of materials having a residual value, the purchase costs of materials to be incorporated in the project, or the purchase costs of operating supplies.

4. Items of work and construction details

A. Bid Item 1, Mobilization and Demobilization

1. This item shall consist of the mobilization and demobilization of the contractor's forces and equipment as well as all permitting, bonding and insurance requirements necessary to perform the work required under this contract.

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2. Access to the site shall be as shown on the drawings. After construction, routes will be returned to preconstruction condition or better.

3. All earthmoving equipment utilized for the work shall meet the requirements of OSHA, Paragraph 1926.602. In addition, roll-over protection and safety belts shall be installed, maintained, and utilized regardless of the equipment age or struck capacity. This includes earthmoving equipment as mentioned in Part 1926, Subpart 0, Sections 1926.602 and Subpart W, Sections 1000, 1001, and 1002, to include skid-steer and self propelled compactor equipment.

4. The contractor shall perform the work in such a manner as to control erosion and minimize the production of sediments, disturbed ground, and other pollutants to the water and air during construction operations.

5. The contractor should take all precautions necessary to protect existing utilities, including proper notification of the Illinois one-call system. Payment for Bid Item 1 - Mobilization and Demobilization shall be lump sum. As specified in Section 3, payment shall constitute full compensation for all labor, equipment, materials, tools and other items necessary to complete the work.

6. Payment for Bid Item 1 - Mobilization and Demobilization shall be lump sum. As specified in Section 3, payment shall constitute full compensation for all labor, equipment, materials, tools and other items necessary to complete the work.

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Construction Specification 21—Excavation

1. Scope The work shall consist of the excavation required by the drawings and specifications and disposal of the excavated materials.

2. Classification Excavation is classified as common excavation, rock excavation, or unclassified excavation in accordance with the following definitions.

Common excavation is defined as the excavation of all materials that can be excavated, transported, and unloaded using heavy ripping equipment and wheel tractor-scrapers with pusher tractors or that can be excavated and dumped into place or loaded onto hauling equipment by excavators having a rated capacity of one cubic yard or larger and equipped with attachments (shovel, bucket, backhoe, dragline, or clam shell) appropriate to the material type, character, and nature of the materials.

Rock excavation is defined as the excavation of all hard, compacted, or cemented materials that require blasting or the use of ripping and excavating equipment larger than defined for common excavation. The excavation and removal of isolated boulders or rock fragments larger than 1 cubic yard encountered in materials otherwise conforming to the definition of common excavation shall be classified as rock excavation. The presence of isolated boulders or rock fragments larger than 1 cubic yard is not in itself sufficient cause to change the classification of the surrounding material.

For the purpose of these classifications, the following definitions shall apply:

Heavy ripping equipment is a rear-mounted, heavy duty, single-tooth, ripping attachment mounted on a track type tractor having a power rating of at least 250 flywheel horsepower unless otherwise specified in section 10.

Wheel tractor-scraper is a self-loading (not elevating) and unloading scraper having a struck bowl capacity of at least 12 cubic yards.

Pusher tractor is a track type tractor having a power rating of at least 250 flywheel horsepower equipped with appropriate attachments.

Unclassified excavation is defined as the excavation of all materials encountered, including rock materials, regardless of their nature or the manner in which they are removed.

3. Blasting The transportation, handling, storage, and use of dynamite and other explosives shall be directed and supervised by a person(s) of proven experience and ability who is authorized and qualified to conduct blasting operations.

Blasting shall be done in a manner as to prevent damage to the work or unnecessary fracturing of the underlying rock materials and shall conform to any special requirements in section 10 of this specification. When specified in section 10, the contractor shall furnish the engineer, in writing, a

21-2 blasting plan before blasting operations begin.

4. Use of excavated material Method 1—To the extent they are needed, all suitable material from the specified excavations shall be used in the construction of required permanent earthfill or rockfill. The suitability of material for specific purposes is determined by the engineer. The contractor shall not waste or otherwise dispose of suitable excavated material.

Method 2—Suitable material from the specified excavations may be used in the construction of required earthfill or rockfill. The suitability of material for specific purposes is determined by the engineer.

5. Disposal of waste materials Method 1—All surplus or unsuitable excavated materials are designated as waste and shall be disposed of at the locations shown on the drawings.

Method 2—All surplus or unsuitable excavated materials are designated as waste and shall be disposed of by the contractor at sites of his own choosing away from the site of the work. The disposal shall be in an environmentally acceptable manner that does not violate local rules and regulations.

6. Excavation limits Excavations shall comply with OSHA Construction Industry Standards (29CFR Part 1926) Subpart P, Excavations, Trenching, and Shoring. All excavations shall be completed and maintained in a safe and stable condition throughout the total construction phase. Structure and trench excavations shall be completed to the specified elevations and to the length and width required to safely install, adjust, and remove any forms, bracing, or supports necessary for the installation of the work. Excavations outside the lines and limits shown on the drawings or specified herein required to meet safety requirements shall be the responsibility of the contractor in constructing and maintaining a safe and stable excavation.

7. Borrow excavation When the quantities of suitable material obtained from specified excavations are insufficient to construct the specified earthfills and earth backfills, additional material shall be obtained from the designated borrow areas. The extent and depth of borrow pits within the limits of the designated borrow areas shall be as specified in section 10 or as approved by the engineer.

Borrow pits shall be excavated and finally dressed to blend with the existing topography and sloped to prevent ponding and to provide drainage.

8. Overexcavation Excavation in rock beyond the specified lines and grades shall be corrected by filling the resulting voids with portland cement concrete made of materials and mix proportions approved by the engineer. Concrete that will be exposed to the atmosphere when construction is completed shall meet the requirements of concrete selected for use under Construction Specification 31, Concrete for Major Structures, or 32, Structure Concrete, as appropriate.

Concrete that will be permanently covered shall contain not less than five bags of cement per cubic yard. The concrete shall be placed and cured as specified by the engineer.

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Excavation in earth beyond the specified lines and grades shall be corrected by filling the resulting voids with approved, compacted earthfill. The exception to this is that if the earth is to become the subgrade for riprap, rockfill, sand or gravel bedding, or drainfill, the voids may be filled with material conforming to the specifications for the riprap, rockfill, bedding, or drainfill.

Before correcting an overexcavation condition, the contractor shall review the planned corrective action with the engineer and obtain approval of the corrective measures.

9. Measurement and payment For items of work for which specific unit prices are established in the contract, the volume of each type and class of excavation within the specified pay limits is measured and computed to the nearest cubic yard by the method of average cross-sectional end areas or by methods outlined in section 10 of this specification. Regardless of quantities excavated, the measurement for payment is made to the specified pay limits except that excavation outside the specified lines and grades directed by the engineer to remove unsuitable material is included. Excavation required because unsuitable conditions result from the contractor's improper construction operations, as determined by the engineer, is not included for measurement and payment.

Method 1—The pay limits shall be as designated on the drawings.

Method 2—The pay limits shall be defined as follows:

a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous excavation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill.

b. The lower and lateral limits shall be the neat lines and grades shown on the drawings.

Method 3—The pay limits shall be defined as follows:

a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous excavation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill.

b. The lower and lateral limits shall be the true surface of the completed excavation as directed by the engineer.

Method 4—The pay limits shall be defined as follows:

a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous excavation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill.

b. The lower limit shall be at the bottom surface of the proposed structure.

c. The lateral limits shall be 18 inches outside of the outside surface of the proposed structure or shall be vertical planes 18 inches outside of and parallel to the footings, whichever gives the larger pay quantity, except as provided in d below.

d. For trapezoidal channel linings or similar structures that are to be supported upon the sides of the excavation without intervening forms, the lateral limits shall be at the underside of the proposed lining or structure.

e. For the purposes of the definitions in b, c, and d, above, any specified bedding or drainfill directly beneath or beside the structure will be considered to be a part of the structure.

All methods—The following provisions apply to all methods of measurement and payment.

Payment for each type and class of excavation is made at the contract unit price for that type and class of excavation. Such payment will constitute full compensation for all labor, materials, equipment, and all other items necessary and incidental to the performance of the work except that extra payment for backfilling overexcavation will be made in accordance with the following provisions.

Payment for backfilling overexcavation, as specified in section 8 of this specification, is made only if the excavation outside specified lines and grades is directed by the engineer to remove unsuitable material and if the unsuitable condition is not a result of the contractor's improper construction operations as determined by the engineer.

Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 10 of this specification.

10. Items of work and construction details

This will consist of excavation of the shallow pool as specified in accordance with the construction plans. The shallow excavation shall be excavated to the grades and lines shown in the plans. Allowance for +/- 6 inches of variability from bottom of pool design elevation will be allowed for the microtopography of the pool area.

The Contractor shall take great care to not over excavate beyond the specified maximum depth in the borrow areas required for construction.

Under Section 9 -Measurement and payment, payment shall be by Method 2, with the exception that the final quantities shall not be measured unless there is a significant change to the plans. It shall be the contractor's responsibility to prove this quantity difference to the COTR. If there are no changes to the plans, then the estimated volumes shall be used.

Bid Item #2 – Excavation, Common –spoil placement – 4840 cy

This item shall consist of the placement of the common excavation of the shallow excavation where the spoil material is being placed and here after referred to as spoil material.

1. Spoil material shall be placed according to plans and drawings

2. Access paths shall be approved by engineer prior to be used.

3. This item shall consist of furnishing and placing spoil material as required to construct the structure listed below and as shown on the drawings.

4. This item will also include the clearing of any brush or trees in the construction area. Disposal of these materials shall follow section 5 - Disposal of Waste Materials; method 1.(Location shown on drawing) Consult with engineer for approval of any location changes. Spoil Heigh not to exceed 8 ft.

5. Spoil material shall be placed and graded so that the contours conform to the existing contours at the edges and form a mowable condition along the base of the berms. The existing vegetation and topsoil from the footprints of the proposed berms shall be grubbed as 21-4 specified.

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5. The disposal of excavated material will be by Method 1.

6. Ground Surface where spoil material is to be placed shall be scarified prior to placement of first lift.

7. Material shall be placed in 6-inch maximum lifts.

8. Spoil material shall be placed and graded so that the contours conform to the existing contours at the edges and form a mow able condition along the base.

9. Max fill shall not exceed 0.9 ft above existing ground.

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Construction Specification 6—Seeding, Sprigging, and Mulching

1. Scope The work consists of preparing the area for treatment; furnishing and placing seed, sprigs, mulch, fertilizer, inoculant, lime, and other soil amendments; and anchoring mulch in designated areas as specified.

The following BioPreferred® product categories are applicable to this specification:

— Mulch and compost materials

— Erosion control materials

— Fertilizers

— Agricultural spray adjuvants

2. Material Seed—All seed must conform to the current rules and regulations of the State where it is being used and must be from the latest crop available. It must meet or exceed the standard for purity and germination listed in section 7.

Seed must be labeled in accordance with State laws and U.S. Department of Agriculture rules and regulations under the Federal Seed Act in effect on the date of invitations for bids. Bag tag figures are evidence of purity and germination. No seed may be accepted with a test date of more than 9 months before the date of delivery to the site.

Seed that has become wet, moldy, or otherwise damaged in transit or storage will not be accepted. The percent of noxious weed seed allowable must be as defined in the current State laws relating to agricultural seeds. Each type of seed must be delivered in separate sealed containers and fully tagged unless an exception is granted in writing by the contracting officer.

Fertilizer—Unless otherwise specified, the fertilizer must be a commercial-grade fertilizer. It must meet the standard for grade and quality specified by State law. Where fertilizer is furnished from bulk storage, the contractor must furnish a supplier’s certification of analysis and weight. When required by the contract, a representative sample of the fertilizer must be furnished to the contracting officer for chemical analysis.

Inoculants—The inoculant for treating legume seeds must be a pure culture of nitrogen-fixing bacteria prepared specifically for the species and must not be used later than the date indicated on the container or as otherwise specified. A mixing medium, as recommended by the manufacturer, must be used to bond the inoculant to the seed.

Two times the amount of the inoculant recommended by the manufacturer must be used, except that four times the amount must be used when seed is applied using a hydraulic seeder. Seed must be sown within 24 hours of treatment and must not remain in the hydraulic seeder longer than 4 hours.

Lime and other soil amendments—Lime must consist of standard ground agriculture limestone, or approved equivalent. Standard ground agriculture limestone is defined as ground limestone meeting current requirements of the State department of agriculture. Other soil amendments must meet quality criteria and application requirements specified in section 7.

Mulch tackifiers—Asphalt emulsion tackifiers must conform to the requirements of ASTM D977, Specification for Emulsified Asphalt. The emulsified asphalt may be rapid setting, medium setting, or slow setting. Nonasphaltic tackifiers required because of environmental considerations must be as specified in section 7.

Straw mulch material—Straw mulch must consist of wheat, barley, oat or rye straw, hay, grass cut from native grasses, or other plants as specified in section 7. The mulch material must be air-dry, reasonably light in color, and must not be musty, moldy, caked, or otherwise of low quality. The use of mulch that contains noxious weeds is not permitted. The contractor must provide a method satisfactory to the contracting officer for determining weight of mulch furnished.

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Other mulch materials—Mulching materials, such as wood cellulose fiber mulch, mulch tackifiers, synthetic fiber mulch, netting, and mesh may be required for specialized locations and conditions. These materials, when specified, must be accompanied by the manufacturer’s recommendations for methods of application.

3. Seeding mixtures, sod, sprigs, and dates of planting The application rate per acre for seed mixtures, sprigs, or sod and date of seeding or planting must be as shown on the plans or as specified in section 7.

4. Seedbed preparation and treatment Areas to be treated must be dressed to a smooth, firm surface. On sites where equipment can operate on slopes safely, the seedbed must be adequately loosened (4 to 6 inches deep) and smoothed. Depending on soil and moisture conditions, disking or cultipacking, or both, may be necessary to properly prepare a seedbed. Where equipment cannot operate safely, the seedbed must be prepared by hand methods by scarifying to provide a roughened soil surface so that broadcast seed will remain in place.

If seeding is to be accomplished immediately following construction operations, seedbed preparation may not be required except on a compacted, polished, or freshly cut soil surface.

Rocks larger than 6 inches in diameter, trash, weeds, and other debris that will interfere with seeding or maintenance operations must be removed or disposed of as specified in section 7.

Seedbed preparation must be discontinued when soil moisture conditions are not suitable for the preparation of a satisfactory seedbed as determined by the responsible engineer.

5. Seeding, sprigging, fertilizing, mulching, and stabilizing All seeding or sprigging operations must be performed in such a manner that the seed or sprigs are applied in the specified quantities uniformly in the designated areas. The method and rate of seed application must be as specified in section 7. Unless otherwise specified, seeding or sprigging must be accomplished within 2 days after final grading is completed and approved.

Fertilizer, lime, and other soil amendments must be applied as specified in section 7. When specified, the fertilizer and soil amendments must be thoroughly incorporated into the soil immediately following surface application.

The rate, amount, and kind of mulching or mesh must be as specified in section 7. Mulches must be applied uniformly to the designated areas. They must be applied to areas seeded not later than 2 working days after seeding has been performed. Straw mulch material must be stabilized within 24 hours of application using a mulch crimper or equivalent anchoring tool or by a suitable tackifier. When the mulch crimper or equivalent anchoring tool is used, it must have straight blades and be the type manufactured expressly for and capable of firmly punching the mulch into the soil. Where the equipment can be safely operated, it must be operated on the contour. Hand methods must be used where equipment cannot safely operate to perform the work required.

The tackifier must be applied uniformly over the mulch material at the specified rate, or it must be injected into the mulch material as it is being applied. Mesh or netting stabilizing materials must be applied smoothly but loosely on the designated areas. The edges of these materials must be buried or securely anchored using spikes or staples as specified in section 7.

The contractor must maintain the mesh or netting areas until all work under the contract has been completed and accepted. Maintenance must consist of the repair of areas damaged by water erosion, wind, fire, or other causes.

Such areas must be repaired to reestablish the intended condition and to the design lines and grades required by the contract. The areas must be refertilized, reseeded, and remulched before the new application of the mesh or netting.

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6. Measurement and payment Method 1—For items of work for which specific unit prices are established in the contract, each area treated is measured as specified in section 7 and the area is calculated to the nearest 0.1 acre. Payment for treatment is made at the contract unit price for the designated treatment, which will constitute full compensation for completion of the work.

When specified as an item of work, mesh or netting is measured to the nearest square yard of surface area covered and accepted. Payment is made at the contract unit price and will constitute full compensation for completion of the work.

Method 2—For items of work for which specific lump-sum prices are established in the contract, the quantity of work will not be measured for payment. Payment for this item is made at the contract lump-sum price for the item and constitutes full compensation for the completion of the work.

Method 3—For items of work for which lump-sum prices are established in the contract, payment is made as the work proceeds. Progress payments are determined as specified in section 7. Payment of the lump sum contract price constitutes full compensation for completion of the work.

All Methods—The following provisions apply to all methods of measurement and payment. Compensation for any item of work described in the contract but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 7.

7. Items of work and construction details Items of work to be performed in conformance with this specification and construction details are:

A. Bid Item 3 - Seeding and Mulching

1. This item consists of furnishing all labor, equipment, materials, for placing fertilizer, preparing the seedbed, seeding, and mulching all reconstructed levees and structure sites as specified on the plans and drawings.

2. Time of Seeding Seeding shall be completed during one of the following time periods:

PERMANENT SEEDING DATES:

Late Spring – June 5th

DORMANT SEEDING DATES:

November 15 – Freeze Up

Temporary Seeding shall be used if permanent seeding cannot be used due to seeding date restriction.

Fertilizer

The following minimum amounts of fertilizer are required per acre on all areas to be seeded:

Permanent Seeding:

Nitrogen (N) - 120 pounds/acre of actual Nitrogen Phosphorous (P) - 120 pounds/acre of P205 Potassium (K) - 120 pounds/acre of K20

Temporary Seeding:

Nitrogen (N) - 60 pounds/acre of actual Nitrogen Phosphorous (P) - 60 pounds/acre of P205

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Potassium (K) - 60 pounds/acre of K20

3. Seed Seed shall have the equivalent of a minimum of 80% pure live seed. When the percentage of purity multiplied by the percentage of germination gives a percentage of pure live seed less than stated above, the rate of seeding will be increased proportionally.

Calculate as follows:

PLS = % germination x % purity

• PLS = Pure Live Seed - To determine PLS of a lot of seed, multiply the percent germination times percent purity. To determine total seed needed, divide lb. PLS required by percent PLS.

Permanent Seeding mixture and rate per acre are as follows:

Redtop 8 lbs. PLS Per acre

Temporary Seeding mixture and rate per acre are as follows:

Cereal Rye - 20 lbs. PLS Per acre

4. Sowing the Seed Seeding will be carried out using either of the following classes:

Class 1 - The seed will be drilled approximately ¼ to ½ inch deep and cultipacked or rolled once over with a corrugated roller on all areas where equipment can be operated safely.

Seeding operations will be across the slope.

Class 2 - The seed will be broadcast and covered with a roller of cultipacker, or a cultipacker seeder shall be used.

Class 3 - The seed will be seeded with a hydraulic seeder using no less than 1,000 gallons of water per acre. The water shall contain the proper quantity of seed to meet the specified seeding rate per acre. Immediately after seeding, all areas where equipment can be operated safely shall be rolled across the slope with a suitable roller of cultipacker.

On other areas too steep or otherwise inaccessible to equipment, the seed shall be covered with a light harrow or other suitable equipment.

5. The mulch shall consist of bright small grain straw free of noxious weed seed and uniformly applied at a rate of two tons air dry material per acre. This is equivalent to an application rate of 90 lb/1000 sq. ft.

6. Straw mulch shall be anchored by Class A as specified.

Class A - Straight Serrated Disk - The mulch shall be anchored with an anchoring tool that has serrated straight disks that punches mulch into the ground at a depth of approximately 2 inches. The operation shall be performed perpendicular to the direction of the slope.

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7. In Section 6, Measurement and Payment, Method 2 shall apply.

Roth WRE

NATURAL RESOURCES CONSERVATION SERVICE

NRCSNatural Resources Conservation Service

UNITED STATES DEPARTMENT OF AGRICULTURE

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Approved by:

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LOCATED IN CHRISTIAN COUNTY, IL

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IN COOPERATION WITH

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USDA

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PROJECT LOCATION

AutoCAD SHX Text SHEET INDEX 1. Title Sheet Title Sheet 2. Plan View-Ortho Plan View-Ortho 3. Pool and Spoil Cross Sections Pool and Spoil Cross Sections 4. Wetland Restoration Practice Spec. Wetland Restoration Practice Spec. 5. Seeding PlanSeeding Plan

AutoCAD SHX Text NOTE: CONTRACTOR MUST PROVIDE NRCS WITH CONTRACTOR MUST PROVIDE NRCS WITH DIG NUMBER(S) PRIOR TO BEGINNING ANY WORK.

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AN AGENCY OF THE

AutoCAD SHX Text CAUTION The engineer preparing these plans shall not be responsible for,or liable for, unauthorized changes to, or uses of, these plans. All changes to the plans shall be in writing, and shall be approved by the preparer of these plans.

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VICINITY MAP

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TABLE OF QUANTITIES

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AutoCAD SHX Text Shallow Excavation Side Slopes = 6:1 slope to surface Bottom Elevation = 568.0 Surface Area = 2.5 AC cy cut =4840 cy

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VEGETATIVE PLAN

The Spoil Area shall be seeded as below - USE SEEDING AREA = 3.5

ACRES TOTAL

Seed:

Kentucky Bluegrass - 0.5 pounds per acre PLS Redtop - 0.5 pounds per acre PLS Companion Seed - 20 lbs/AC of cereal rye

All seed shall be of high quality and comply with Illinois Seed and Weed Laws:

Originate from the United States or Canada.

Minimum Germination is 75% PLS = [%(germination+dormant seed) x %purity]/100

Apply seed uniformly at a depth of 1/4-1/2 inch with a drill or cultipacker type seeder. Broadcast methods will be acceptable, but shall be incorporated to a max depth of 1 / 4-1 /2 inch depth. Seed shall have cover 1/4-1/2 inch deep with a cultipacker /cultimulcher, harrow, or similar tool designed to break clods, level, and firm the seedbed.

Fertilizer:

120 #/acre of actual N 120 #/acre of actual P 120 #/acre of actual K 2 tons/acre of agricultural lime

CONSTRUCTION NOTES

1. FILL SHALL TAKE PLACE IN LIFTS NOT TO EXCEED 6

INCHES AND SHALL BE COMPACTED BY A MINIMUM

OF 2 PASSES OF EARTH MOVING EQUIPMENT OVER

THE ENTIRE LIFT SEE NRCS CONSTRUCT/ON

SPECIFICATION 23 FOR SPECIFIC DETAILS. TOTAL

FILL SHALL NOT EXCEED 0.9 FT ABOVE EXISTING

GROUND.

2. ALL AREAS RECEIVING FILL OR SPOIL SHALL BE

SEEDED AND MULCHED ACCORDING TO NRCS

CONSTRUCT/ON SPECIFICATION 6.

3. EXCAVATION AREAS SHALL BE LEFT IN AN UNEVEN

"ROUGH" CONDITION AND WILL ONLY ACHIEVE THE

TARGET BOTTOM ELEVATION OF 568.0 OVER 60% OF

THE AREA. WORK LIMITS FOR THE PROPOSED

EXCAVATION AREA WILL BE MARKED PRIOR TO

CONSTRUCTION. SIDE SLOPES OF EXCAVATION

SHELL BE 6:1 OR FLATTER.

4. EXCAVATED MATERIAL SHALL BE PLACED IN

NORTHEAST SPOIL AREA ACCORDING TO NRCS

CONSTRUCTION SPEC 21. MAXIMUM FILL SHALL NOT

EXCEED 0.9 FT AND FINISHED SIDE SLOPES OF

SPOIL AREAS SHALL BE 3:1 OR FLATTER.

QUANTITIES:

TOTAL EXCAVATION = 4840 CY

TOTAL SEEDING AREA = EST 3.5 ACRES TOTAL

MULCHING AREA - EST 3.5 ACRES TOTAL

Na tu ra l R es ou rc es

Co ns er va tio n

Se rv ice

U ni te d

St at es D ep ar tm en t of

Ag ric ul tu re

AutoCAD SHX Text Katie Rebbe

AutoCAD SHX Text Katie Rebbe

AutoCAD SHX Text 12/26/23

AutoCAD SHX Text 12/26/23

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Roth WRE Plan.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text Roth WRE

AutoCAD SHX Text Vegetative Plan and Construction Specs