Attachment B-WOC_Project_Work_FINAL.pdf

*Name of Sale 341-19-* - 1 of ?- Version May 2018

Attachment B Sample WORK ORDER CONTRACT

Work Order Contract # __________________ Service Agreement # _________________

Project Name and Location:

This Work Order Contract (“WOC”) hereby incorporates by this reference all of the terms and conditions contained in the Service Agreement between the Oregon Department of Forestry (“STATE”) and _____________________ which the parties agree is synonymous with the defined term “CONTRACTOR” or “CONTRACTOR” as referenced in the Service Agreement, effective date ___________________, as amended, and all references to “Service Agreement” therein are deemed to be references to “Work Order Contract” for purposes of this WOC except for references to “Service Agreement” in the second sentence of Part III, Section 1, Effective Date and Duration, and in Part III, Section 3(a), Compensation.

No Services shall occur until this Work Order Contract is signed by all parties and all necessary State of Oregon governmental approvals are obtained, and the Notice-to-Proceed is issued by STATE.

WOC Expiration Date:

Certification: The individual signing on behalf of CONTRACTOR hereby certifies and swears under penalty of perjury that:

(a) the number shown on this form is CONTRACTOR’S correct taxpayer identification; (b) CONTRACTOR is not subject to backup withholding because (i) CONTRACTOR is exempt from backup withholding, (ii) CONTRACTOR has not been notified by the IRS that CONTRACTOR is subject to backup withholding as a result of a failure to report all interest or dividends, or (iii) the IRS has notified CONTRACTOR that CONTRACTOR is no longer subject to backup withholding; (c) s/he is authorized to act on behalf of CONTRACTOR, s/he has authority and knowledge regarding CONTRACTOR’s payment of taxes, and to the best of her/his knowledge, CONTRACTOR is not in violation of any Oregon tax laws, including without limitation and for purposes of certification pursuant to ORS 305.385(6) ‘Oregon tax laws’ means a state tax imposed by ORS 320.005 to

320.150 (Amusement Device Taxes), 403.200 to 403.250 (Tax for Emergency Communications), 118 (Inheritance Tax), 314 (Income Tax), 316 (Personal Income Tax), 317 (Corporation Excise Tax), 318 (Corporation Income Tax), 321 (Timber and Forest Land Taxation), and 323 (Cigarettes and Tobacco Products) and the elderly rental assistance program under ORS

310.630 to 310.706 and any local taxes administered by the Oregon Department of Revenue under ORS 305.620; (d) Contractor is an independent contractor as defined in ORS 670.600; and (e) the supplied CONTRACTOR data is true and accurate; and (e) if required by 40 CFR 1506.5(c), CONTRACTOR has no financial or other interest in the outcome of the Project.

STATE: CONTRACTOR:

State of Oregon, acting by and through the (Contractor Name) (SEAL)

DEPARTMENT OF FORESTRY

_____________________________________ By: ___________________________________ Chief, State Forests Division (Signature of Contractor Authorized Representative)

Date: _______________________________ Printed Name: __________________________

As its: _______________________________

Date: ________________________________

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DOCUMENTS:

The following Exhibits: STATEMENT OF WORK, BREAKDOWN OF WOC BILLING RATES, and SUMMARY OF ESTIMATE FOR SERVICES are attached and incorporated by this reference.

OBLIGATIONS:

CONTRACTOR shall provide ODF with the following services during the Term of this Contract:

(a) Services in compliance with all specifications and requirements listed in this WOC and Exhibits A of the Service

Agreement, which are hereby referenced and incorporated into this Contract.

(b) Preparation and implementation of a site specific Operations Plan to be approved in writing by ODF before beginning operations (See Exhibit B to this WOC).

CONTRACTOR must be able to perform all activities associated with typical Project Work on the Clatsop and Tillamook State Forest, including but not limited to, constructing and maintaining access roads, landings, rock pit development, crushing, slash piling or disposal, all according to ODF specifications herein and in compliance with legal obligations.

COMPENSATION:

Payment and Sort Specifications.

STATE’S Payment Obligation.

(a) STATE shall pay Contractor for all Project Work within forty-five (45) calendar days upon completion of and State’s acceptance of all work.

No certificate given or payment made shall be evidence of the satisfactory performance of the WOC, either wholly or in part, against the claim of the State to the contrary, and no payment shall be construed to be an acceptance of any defective work, which may before or afterwards appear.

PART I: Standards and General Requirements

Section 1010. Definition of Terms.

Basal Area - a measure of the cross-sectional area of a Tree Bole, in square feet, measured 4½ feet above the ground on the uphill side of the tree.

DBH (Diameter at Breast Height) - the diameter of a standing tree inclusive of the bark measured 4½ feet above the ground on the uphill side of the tree.

Down Timber - timber that is down as of the date of this Contract, as determined by STATE.

Down Wood - trees and logs on the ground.

Green Tree Retention - the practice of leaving live, growing trees on a site during timber harvest as a future source of Snags, old growth trees, large diameter wood, and native seed.

Group Selection Area (GSA) – an area within the Timber Sale Area that has a unique prescription as described in this Contract. Group Selection Areas are less than five acres in most circumstances and are usually marked on the ground with boundary signs. Prescription trees are marked with paint within the Group Selection Area.

Guyline - a cable or rope attached to something to brace, steady, or guide it.

Live Crown Ratio - the length of a Tree Bole supporting the growth of live branches compared to total tree height, expressed as a percentage.

"Live" Stream - a stream with water flowing through it.

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Pre-Operations Meeting – the initial meeting between the Authorized Representatives of CONTRACTOR and STATE to discuss operational issues and requirements of the Contract, and to identify the elements to be addressed in the Operations Plan.

Project Location - the points or areas designated as such on Exhibit A and located on the ground by reference to points, stations, natural land features, Improvements, or area boundary signs. The location(s) where project activities occur.

Project Work - work required of the CONTRACTOR. Project Work can include, but is not limited to, road building, road improvement, rock quarry development, stream enhancement, site preparation, soil stabilization, and water runoff control measures.

Relative Density - a measure of the degree of closeness of trees growing side by side in a stand, in relationship with their size. The measure is expressed as a ratio of actual stand density to the maximum stand density attainable in a stand with the same mean tree volume. Relative Density is calculated by dividing the residual Basal Area by the square root of the average residual stand DBH.

Residual Tree - green tree left standing on an Area of Operation or Timber Sale Unit.

Right-of-Way Timber - trees harvested from a strip of land to enable a road to be constructed.

Setting - the area of a logging operation from which logs are yarded to a single Landing.

Stand Density Index – a measure of the degree of closeness of trees growing side by side in a stand, in relationship with their size. Stand Density Index (SDI) is calculated by dividing the average stand diameter by 10 taken to the 1.605 power, multiplied by the average trees per acre (TPA), and divided by the maximum SDI of that species. SDI = TPA x (Diameter/10)1.605

STATE - the Oregon Department of Forestry, State Forester, or a duly Authorized Representative of the State Forester.

Stream Buffer - designated areas adjacent to a stream where timber is left uncut, or there are other special management or operational requirements. Stream Buffer may be marked in the field.

Subcontract - assign responsibility for work required under the Contract to a party other than the CONTRACTOR.

Tailhold - a stump, tree, or other sturdy object to which a Tailblock, cable, or line is attached.

Written Plan - a plan that describes how an operation will be conducted, including the means to protect resource sites described in ORS 527.710(3)(a) (relating to the collection and analysis of resource site inventories), if applicable.

Section 1110. Commencement of Work. CONTRACTOR shall not commence work under the Contract until STATE provides written notification to CONTRACTOR (“Notice to Proceed”), which confirms that the STATE has received and accepted the following:

(a) The performance bond required under Section 1210, "Performance Bond" ;

(b) The certificate of insurance required under Exhibit C of the Service Agreement;

(c) A fully executed original of the WOC;

and that it desires Contractor to complete the work as specifically set forth in that WOC.

Section 1210. Performance Bond. CONTRACTOR shall furnish STATE with a performance bond, in an amount of

$________________________. (REQUIRED)

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PART II: Specifications

PROJECTS

Section 2610. Project Work. CONTRACTOR shall complete the following Projects in accordance with the specifications provided in Exhibits * and written instructions from STATE. Project locations are shown on Exhibit A unless otherwise described. CONTRACTOR shall furnish all material unless otherwise specified.

Project Period. Work on Project Nos. * and * shall not be allowed from November 1 through April 30, unless otherwise approved in writing by STATE.

*Activity in "Live" Streams shall not be allowed from * through *, unless otherwise approved in writing by STATE.

Project No. *. Improve and construct roads and landings at or between the following road points according to the specifications in Exhibit(*s) *:

Improve: *

Construct: *

Reconstruct: *

Landings: *

Project No. *. (*Crush and spread) (*Spread) road rock according to the specifications in Exhibit *.

Project No. *. Crush and stockpile * cubic yards of * rock, stockpile measurement , according to the specifications in Exhibit (*), at the location(s) shown on Exhibit A).

Rock Source. The road rock may be obtained from state land at the location shown as (*"Rock Quarry") (*"Stockpile Site") on Exhibit A, or from other locations acceptable to STATE. Development and use of the rock quarry shall be in accordance with the specifications in Exhibit *.

Project No. *. Place riprap according to the specifications in Exhibit *.

Project No. *. Install a * gate at Point * as specified in Exhibit *.

Project No. *. Seed and mulch all areas of disturbed soil associated with all projects according to the specifications in Exhibit(s) *.

Project No. *. Seed all areas of disturbed soil associated with all projects according to the specifications in Exhibit *. Mulch all seeded waste areas, ditchouts and areas within 100 feet of culverts and live streams according to the specifications in Exhibit *.

Project No. *. Clear roadside vegetation (*between Points *) (*along roads designated on Exhibit A) according to the "Road Brushing Specifications" in Exhibit *.

Section 2620. Completion of Projects. CONTRACTOR shall complete all Project Work on a road section prior to log hauling on that section, unless otherwise approved in writing by STATE. Right-of-Way logs shall be removed from the road section before completion of the Project, unless otherwise approved in writing by STATE.

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Section 2630. Compensation for Project Work. In order to compensate CONTRACTOR for Project Work that CONTRACTOR agrees to complete under Section 2610, "Project Work," of this Contract, STATE agrees to pay CONTRACTOR for all Project Work within forty-five (45) calendar days upon completion of and STATE’s acceptance of all Project Work, unless otherwise approved in writing by STATE.

CONTRACTOR may request partial credit for the Project Work when CONTRACTOR has completed and STATE has accepted the Project Work, in accordance with the following credit schedule:

Partial credit amount of $* (20% Project Work completion) Partial credit amount of $* (40% Project Work completion) Partial credit amount of $* (60% Project Work completion) Partial credit amount of $* (80% Project Work completion) Partial credit amount of $* (100% Project Work completion)

Requests for partial credit shall be made by CONTRACTOR in writing and submitted to the ________ District Office of the Department of Forestry at _______________________, __________________, OR _________.

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PART III: EXHIBITS

Work Order Contract EXHIBIT B 629-Form 341-203 No. 341-*-* Revised 5/18

OREGON DEPARTMENT OF FORESTRY

WORK ORDER OPERATIONS PLAN

(See Page 2 for instructions)

Date Received by STATE: (5) State Brand Information (complete):

(1) Contract No.: 341-19-*

(2) Sale Name: *

(3) Contract Expiration Date: * Project Completion Dates:

(4) Contractor:

(6) Contractor Representatives:

Projects:

Phone:

Cell/Other

Email:

Logging:

(7) State Representatives:

(8) Name of Subcontractors & Starting Dates:

Projects: No(s) - Date: Phone: ________________ No(s) - Date: Phone: ________________ No(s) - Date: Phone: ________________ No(s) - Date: Phone: ________________

Logging: Felling Date: Phone: ________________ Yarding: Date: Phone: ________________

(9) Comments:

(10) Operations Map: Attach a copy of timber sale Exhibit A or other suitable map which plainly shows the items listed on the instruction sheet.

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Work Order Contract No. 341-*-*

EXHIBIT B

INSTRUCTION SHEET FOR OPERATIONS PLAN

SUBMIT ONE COPY OF PLAN TO STATE

Operations shall be limited to the work shown in the plan until a revised plan or supplemental plan is submitted covering additional work. Compliance with this plan is not in lieu of compliance with any federal requirements related to the federal Endangered Species Act. If STATE has prepared a required Forest Practices Act (FPA) "Written Plan" for operations, PURCHASER shall comply with all provisions of the Written Plan.

Explanation of Item No. (from Page 1)

(5) All sales require you to use a brand furnished by STATE. If the State brand has not been assigned when the plan is submitted, it will be furnished and assigned later. Complete drawing. If more than one brand is assigned to the sale, complete both drawings.

(6) The contract requires you to have a designated representative available on the sale area or work location who is authorized to receive in your behalf any notice or instruction given by STATE and to take action in regard to performance under the contract. If logging and project work is widely separated, a representative is required for each.

(7) The STATE representative will be designated when your plan is approved and is the person who will inspect and issue instructions regarding performance.

(8) Show names of subcontractors to be used for any or all phases of the operations. If subcontractors are not known, or are changed later, give notification to the STATE representative prior to commencement of work by subcontractor.

Show projected dates for commencement of both projects and logging. If projected dates need to be changed at a later date, notification must be given to the STATE representative by supplemental plan or otherwise, prior to commencement of such operations.

(10) The STATE representative will furnish extra copies of Exhibit A of the contract for your use in preparing the operations map. The map shall use the following legend and show:

1. Landing locations, approximate setting boundaries, and probable sequence of logging the settings. Number the settings in sequence.

2. Locations of spur roads planned for construction, other than those required by the timber sale contract.

Provide spur road specifications.

3. Location of proposed tractor yarding roads. Show if and how marked on the ground.

4. Location of temporary stream crossings.

5. List the sequence of performing project work.

6. Location of rock sources - attach pit development plans.

Cable Landing, with numbers for sequence.

Tractor Landing with alphabetical sequence.

_ _ _ _ _ Approximate setting boundary.

- - - - - - - - Spur truck roads.

Tractor yarding roads.

X Temporary stream crossings.

A

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Work Order Contract No. 341-*-*

EXHIBIT B

OPERATIONS PLAN

Completion Timeline

Indicate on the appropriate timeline below, the dates by which you plan to complete the work as required under this contract. The purpose of this section is to develop a plan that will ensure you complete the work as required, and meet the interim completion date(s) and contract expiration date. This plan is incorporated and made a part of the contract. When, in the opinion of STATE, operations are not commencing in a manner that meets the intent of this plan, you may be placed in violation of contract and your operations suspended until an amended plan is submitted and approved by STATE.

Month/Year Date ____/____

Month/Year Date ____/____

Month/Year Date ____/____

Month/Year Date ____/____

Month/Year Date ____/____

Work Commences 25% 50% 75% Projects

Complete

Projects

Harvest & Other Requirements

Month/Year Date ____/____

Month/Year Date ____/____

Month/Year Date ____/____

Month/Year Date ____/____

Month/Year Date ____/____

Work Commences 25% 50% 75% Sale

Complete

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The Federal Endangered Species Act (ESA) prohibits a person from taking any federally listed threatened or endangered species. Taking under the federal ESA may include alteration of habitat. STATE's approval of this plan does not certify that PURCHASER's operation under the plan is lawful under the federal ESA. As provided in the timber sale contract, PURCHASERS must comply with all applicable state, federal, and local laws.

PURCHASER's compliance with this plan is not in lieu of compliance with any federal requirements related to the federal Endangered Species Act.

APPROVED: Date: SUBMITTED BY:

PURCHASER

STATE OF OREGON - DEPARTMENT OF FORESTRY

Title Title

Original: Salem cc: District File Unit

Contractor Operator (Contractor Representative)_________________________

Operations Plan.doc/Jaz B (TS)

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Work Order Contract No. 341-*-*

EXHIBIT *

FOREST ROAD SPECIFICATIONS

SUBGRADE

WIDTH

SURFACED

WIDTH

POINT TO

POINT

STATION TO

STATION

DRAINAGE

feet feet(*) to to (**) feet feet(*) to to (**)

(*Surfaced width only applies if “WINTER AND WET WEATHER OPTION” is chosen.)

(**Drainage shall be changed to Ditch if “WINTER AND WET WEATHER OPTION” is chosen.)

CLEARING. This work shall consist of clearing, removing, and disposing of all trees, Snags, Down Timber, brush, surface objects, and protruding obstructions within the clearing limits.

All danger trees, leaners, and Snags outside the clearing limits which could fall and hit the road shall be felled.

CLEARING CLASSIFICATION.

New Construction - Where clearing limits have not been marked, the clearing limits shall extend 5 feet back of the top of the cutslope and 5 feet out from the toe of the fill slope, or as directed by STATE.

Improvement - (*the “Road Brushing Specifications" in Exhibit * shall apply.) (Where clearing limits have not been marked, the clearing limits shall extend 5 feet back of the top of the cutslope and 10 feet out from the toe of the fill slope, or as directed by STATE.)

GRUBBING. This work shall consist of the removal or digging out of stumps and protruding objects.

All stumps shall be completely removed within the limits of required grubbing. Stumps overhanging cut slopes shall be removed. Grubbing debris shall not be placed or permitted to remain in or under any road embankment sections.

GRUBBING CLASSIFICATION.

New construction - from the top of the cut slope to the toe of the fill.

Improvements and reconstructions - 4 feet back from the shoulder of the subgrade or ditch, whichever is widest, or as marked in the field.

CLEARING AND GRUBBING DISPOSAL. Clearing and grubbing debris shall not be placed or permitted to remain in or under any road embankment sections. Clearing and grubbing debris shall be left in a stable location, and not left lodged against standing trees. Clearing and grubbing debris may be scattered through openings in the timber outside of the cleared right-of-way, except for the following areas where debris shall be fully contained and hauled to a designated waste area:

• Where end-haul is required

• On side slopes exceeding * percent

• On unstable areas

• In any stream channel (Type F, N or D) or where material may enter the stream channel.

Clearing, grubbing, and associated disposal shall be completed prior to subgrade approval.

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Work Order Contract

* EXHIBIT *

EXCAVATION. Excavation and grading shall not be done when weather and/or ground conditions are such that damage will result to existing subgrade or cause excessive erosion.

Excavation shall conform to STATE-specified lines, grades, dimensions, and plans when provided. (*Plans are provided between points (*).

Unless road plans show otherwise, all roads shall be on a balanced cross section, except when the slope is over (*50) (*60) percent, the road shall be on full bench for the width specified.

Suitable excavated material shall be used for the formation of fills, shoulders, and drainage structure backfills.

Embankment materials shall be free of woody debris, brush, muck, sod, frozen material, and other deleterious materials.

Sidecast includes any road generated excess excavation material which is not essential as part of the road prism, is not compacted, and is below the roadway. Sidecast shall not be placed where it will enter a stream course. Leaving sidecast below the road is only permissible if specifically allowed in “Full Bench and End Haul Requirements” in this Exhibit.

All fills shall be machine compacted according to the “Compaction and Processing Requirements” in this Exhibit.

ROAD WIDTH LIMITATIONS. PURCHASER shall obtain advance written approval from STATE to construct the road to a greater width than specified. Extra subgrade width shall be required for:

Fill Widening. Add to each fill shoulder 1 foot for fills 3 feet to 6 feet high; 2 feet for fills over 6 feet high.

Curve Widening. Widen the inside shoulder of all curves as specified in the plans or as follows: 400 divided by the radius of the curve equals the amount of extra width.

DRAINAGE

Subgrade. Subgrade shall be crowned, outsloped, or insloped at 4 to 6 percent as shown on the “Forest Road Specifications” table in this Exhibit.

Ditch. Construct "(*V) (*U)" shaped ditch (*3) feet wide and to a depth of (*1) foot below subgrade.

Ditchouts. Construct ditchouts to drain away from subgrade at locations marked in the field or as directed by

STATE.

TURNOUTS. Increase roadbed width an additional (*8) (*12) feet for both subgrade and surfacing. Length shall be at least (*25) (*50) feet, or as staked on the ground, plus 25-foot approaches at each end.

Location: (*Intervisible but not greater than 750 feet apart) (*and) (*as marked in the field).

SLOPES Cut Slopes Fill Slopes Solid Rock Vertical to ¼ :1 Fractured Rock (*¼)(*½):1 Soil - side slopes 50% and over (*½)(*¾)(*1) :1 (*1½:1) Soil - side slopes less than 50% (*¾)(*1) :1 (*1½:1)

(*Top of cut slope shall be rounded.)

LANDINGS. Landings shall be constructed as posted in the field, no less than (*50) feet wide and no more than (*70) feet wide unless otherwise approved by STATE. Surface is to be (*outsloped) (*crowned) for drainage with general grade no more than 3 percent. Surface as shown in the “Road Surfacing” table in this Exhibit.

TURNAROUNDS. Increase subgrade width an additional 20 feet for a length of 20 feet at locations marked in the field.

SEASONAL WINTERIZATION. All unsurfaced roads or unfinished subgrades shall be waterbarred in accordance with the specifications in Exhibit *, and blocked from vehicular traffic prior to (*October 1)(*October 31), annually and as directed by STATE.

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Work Order Contract

GENERAL ROAD CONSTRUCTION INSTRUCTIONS: [*USE THE OPTIONS AS NEEDED]

(*2) Excavated Materials. Excavated materials shall be utilized for road construction and hauled in where necessary. Surplus excavation materials shall be hauled to the waste areas as marked in the field and/or designated on Exhibit A. Surplus excavated materials and waste materials shall be sloped and compacted for drainage. Fills shall be thoroughly compacted in accordance with this Exhibit. (*Excess excavated material not used for embankment (*on the following segment(*s)) shall be (*sidecast on slopes up to (*50) percent) (*end hauled (*or pushed) to (*waste areas as shown on Exhibit A and marked in the field) (*be used for fill at station(*s): (* ).

(*3) Drainage Ditches. Construct ditchlines, including ditchouts, as directed by STATE. Cut slopes of ditchlines and ditchouts shall not exceed a 1:1 slope. Construct culvert sediment basins. Waste materials from drainage ditches and sediment basins shall be placed in nearby waste areas and uniformly sloped and compacted for drainage, as directed by STATE.)

(*4) Rock Ditch Filter. Construct rock ditch filters as directed by STATE. Excavate a one foot deep, tapered sump on the upslope side, adjacent to the rock ditch filter. Excavated material shall be hauled to the designated waste areas as marked in the field and/or designated on Exhibit A. Waste materials shall be sloped and compacted for drainage. Construct each rock ditch filter with clean drain rock (6”-4” pit-run rock) and placed at a 2:1 slope within the specified ditch. Construct the center of the rock ditch filter at least 6 inches lower than the ends, to act as a spillway for runoff and to prevent water from flowing around the filter. Space the filters so that the bottom elevation of the upper filter is the same as the top center elevation of the next filter. Rock ditch filter dimensions shall be as shown on the “Typical Rock Ditch Filter” exhibit or as directed by STATE. Locations of the filters shall be determined by STATE.)

(*5) Culvert Installation. Fill construction backfill shall consist of select materials and may be obtained from borrow pits, as directed by STATE. Backfill materials shall be hauled in where necessary and thoroughly compacted in accordance with this Exhibit. STATE may require the use of crushed rock for culvert bedding.)

(*6) Fill Armor and Energy Dissipator Construction. Where rock is specified for fill armor, rock shall be machine placed and tamped at a 1½:1 slope, beginning at the toe of the fill. Where rock is used for an energy dissipator, rock shall be placed below the culvert outlet and embedded for a minimum of 3 feet, in accordance with Exhibit *.

(*7) Fill Material. For segment * to *, utilize quarry reject material, located at the * Quarry, to construct fill and approaches to the existing road grades, as directed by STATE.

(*8). Geotextile Road Fabric: Install (*woven) (*non-woven) fabric from * to * in accordance with the specifications in Exhibit *.

(*9) Free Draining Fill Construction. Where free draining fill construction is required, clean 24”-6” riprap rock shall be hauled in and used for fill base construction to specified heights. Crushed rock shall be used for backfilling around installed culverts. Free draining fill construction shall be in accordance with Exhibit *.

(*10) Equipment. All excavation and riprap placement shall be performed using a minimum 1½ cubic-yard, track-mounted excavator.

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Work Order Contract

(*11) Controlled Blasting. Controlled blasting techniques shall be utilized for any blasting operations, and shall be accomplished using timing devices, delayed charges, low intensity shots, or other suitable means to contain material within the road prism.

(*12) Subgrade Preparation and Application of Surfacing Rock.

(a) Complete culvert installations, drainage ditches, ditchouts, fill construction, and other specified work prior to the application of surfacing rock.

(b) (*Subgrade shall be crowned, outsloped, or insloped at 4 to 6 percent.)

(c) (*Upon completion of above required work, apply, process, and compact surfacing rock in accordance with specifications in the “Compaction and Processing Requirements” in this Exhibit.

Final road surface shall be crowned, outsloped, or insloped at 4 to 6 percent.)

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Work Order Contract No. 341-*-*

SPECIFIC ROAD CONSTRUCTION INSTRUCTIONS

Segment Station Work Description

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Work Order Contract No. 341-*-*

GENERAL ROAD IMPROVEMENT INSTRUCTIONS: [USE THE OPTIONS AS NEEDED]

(*1) Timber Removal. Remove all trees within posted Right-of-Way Boundary (*or individually marked with an orange “C”,) as specified in Section 2210, Designated Timber.

(*2) Roadside Brushing. Conduct roadside brushing as specified in Exhibit *.

(*3) Excavated Materials. Excavated materials shall be utilized for road and fill construction and hauled in where necessary. Surplus excavation materials shall be hauled to the waste areas as marked in the field and/or designated on Exhibit A. Surplus excavated materials and waste materials shall be sloped and compacted for drainage. Fills shall be thoroughly compacted in accordance with Exhibit *. (*Excess excavated material not used for embankment (*on the following segment(*s)) shall be (*sidecast on slopes up to (*50) percent) (*end hauled (*or pushed) to (*waste areas as shown on Exhibit A and marked in the field) (*be used for fill at station(*s): (* )).

(*4) Bank Slough Removal. Excavate all bank slough. Bank slough material shall not be pulled across existing surfacing rock. Excavated material shall be hauled to the designated waste areas as marked in the field and/or designated on Exhibit A.

(*5) Culvert Replacement, Culvert Installation, Fill Reconstruction, and Fill Removal. Existing culvert geometry shall be modified to provide for optimum drainage and culvert performance. Modifications may include, skewing the culvert and/or installing the culvert at gradients equal to or exceeding the drainage (or ditch) gradient. Where fill reconstruction or culvert replacement is specified, fills shall be excavated to natural stream course levels. All woody debris encountered during fill excavation shall be removed. Fill reconstruction backfill shall consist of select materials and may be obtained from borrow pits, as directed by STATE. Unsuitable backfill material shall be hauled to the designated waste areas as marked in the field and/or designated on Exhibit A. Backfill materials shall be hauled in where necessary and thoroughly compacted in accordance with this Exhibit.

(*6) Drainage Ditches. Restore or construct ditchlines, including ditchouts, as directed by STATE. Clean out all culvert inlets and outlets for a 10-foot radius. Re-establish or construct culvert sediment basins.

Waste materials from drainage ditches and sediment basins shall not be pulled across existing surfacing rock, but shall be placed in nearby waste areas.

(*7) Rock Ditch Filter. Construct rock ditch filters as directed by STATE. Excavate a one foot deep, tapered sump on the upslope side, adjacent to the rock ditch filter. Excavated material shall be hauled to the designated waste areas as marked in the field and/or designated on Exhibit A. Construct each rock ditch filter with clean drain rock (6”-4” pit-run rock) and placed at a 2:1 slope within the specified ditch.

Construct the center of the rock ditch filter at least 6 inches lower than the ends, to act as a spillway for runoff and to prevent water from flowing around the filter. Space the filters so that the bottom elevation of the upper filter is the same as the top center elevation of the next filter. Rock ditch filter dimensions shall be as shown on the “Typical Rock Ditch Filter” exhibit or as directed by STATE. Locations of the filters shall be determined by STATE.)

(*7) Settling Ponds and Ditch Armoring. Construct settling ponds as directed by STATE. Excavated material shall be hauled to the designated waste areas as marked in the field and/or designated on Exhibit A.

Waste materials shall be sloped and compacted for drainage. Settling pond dimensions shall be a finished top diameter of * feet, bottom diameter of * feet and * feet in depth, to the top of the pond armor rock or as directed by STATE. Backslopes shall be ¾:1. Ditch line armor and settling pond armor shall be

* inches deep.

(*8) Fill Armor and Energy Dissipator Construction. Where rock is specified for fill armor, rock shall be machine placed and tamped at a 1½:1 slope, beginning at the toe of the fill. Where rock is used for an

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(*8) Sidecast Pullback. Excavate/pullback previously sidecast materials below the road at designated locations. Developed slopes shall be pulled back to a 1½:1 slope or to natural ground contours. The beginning position for sidecast pullback shall be no greater than (*20) feet vertical distance from the existing road surface, in accordance with Exhibit *. Sidecast material remaining greater than (*20) feet below the road shall be tapered and sloped for drainage.)

(*9) Sod Removal. Remove/separate sod from crushed rock surfacing as directed by STATE. Sod material shall be scattered in stable locations through openings in the timber outside of the cleared right-of-way. In areas where sod cannot be scattered in a stable location, material shall be end hauled to designated waste areas as shown on Exhibit A, or other stable locations as directed by STATE.)

(*10) Equipment. All excavation and riprap placement shall be performed using a minimum 1½ cubic yard, track-mounted excavator.

(11) Waste areas shall be uniformly sloped and compacted for drainage. (*Designated Waste materials shall be seeded and mulched in accordance with specifications in Exhibit *.)

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Work Order Contract No. 341-*-*

GENERAL ROAD IMPROVEMENT INSTRUCTIONS:

(*11) Subgrade Preparation and Application of Surfacing Rock.

(a) Complete culvert installations, drainage ditches, fill reconstruction, ditchouts, and other specified work prior to the application of new surfacing rock.

(b) Cut out all potholes and/or washboard sections from the existing surfacing.

(c) Apply required patching and leveling rock, as directed by STATE.

(d) Process (grade and mix) the existing surface and added base rock. Provide for a crown, outslope, or inslope of 4 to 6 percent, and compact in accordance to the “Compaction and Processing Requirements” in this Exhibit.

(e) (*Upon completion of above required work, apply, process, and compact surfacing rock in accordance to this Exhibit.)

SPECIFIC ROAD IMPROVEMENT INSTRUCTIONS

Segment Station Work Description

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Work Order Contract No. 341-*-*

SPECIAL ROAD REPAIR INSTRUCTIONS [Use for work needed to open the road but not bring road up to current standards, use repair or improvement on any road, not both.]

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Work Order Contract No. 341-*-*

FULL BENCH AND END-HAUL REQUIREMENTS

POINT TO POINT

STA. TO STA.

CONTAINMENT –

SIDECAST

WASTE AREA

LOCATION

WASTE AREA

TREATMENT

to to [Specify numbers] [Specify numbers] [Specify numbers] to to to to to to

Full Bench and End-Haul Areas General Requirements

Sidecast includes any road generated excess excavation material which is not essential as part of the road prism, is not compacted, and is below the roadway. Material shall not be sidecast unless specified above.

(*Clearing and grubbing debris shall be end-hauled.)

When controlled blasting is required, it shall be accomplished using timing devices, delayed charges, low intensity shots, or other suitable means to contain material within the road prism.

Containment/Sidecast

(1) Full: No excavated material remains below the road.

(2) Normal/Incidental: The amount of excavated material lost over the outside edge of the road shall not exceed 1 foot in depth.

(3) Sidecast: Material shall be spread evenly below the road so that it does not build up behind trees, snags or other debris, and shall not exceed 3 feet in depth.

Any amount of material exceeding the containment requirements shall be removed by whatever means necessary and end-hauled to a designated waste area.

Waste Area Location

(1) As shown on Exhibit A and as marked in the field.

(2) Setback from slope break shall be a minimum of (*20 feet) horizontal measurement.

(3) *

Waste Area Treatment

(1) Deposit at waste area, spread evenly, (*compact), and provide adequate drainage.

(2) (*Pile woody debris separate from other waste material.)

(3) Mulch and seed all waste areas in accordance with Exhibit *.(4) *

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Work Order Contract No. 341-*-*

TYPICAL ROCK DITCH FILTER

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Work Order Contract No. 341-*-*

[DEPTH MEASUREMENT]

ROAD SURFACING [option 1]

TYPE OF

ROCK

SIZE OF

COMPACTED

DEPTH

POINT TO

POINT

APPROX. TOTAL

TRUCK MEASURE

VOLUME

(*WEIGHT)(*VOLUME)

“ (*CY)(*TON)

“ (*CY)(*TON)

TURNOUTS:

NO. OF T.O.

“ (*CY)(*TON)

TURNAROUNDS: NO. OF T.A.

“ (*CY)(*TON)

LANDINGS AND JUNCTIONS:

NO. OF

LDGS.

JCTS.

“ (*CY)(*TON)

MISCELLANEOUS:

(*Riprap, drain rock, etc.)

AMOUNT

POINT

CY (*CY)(*TON)

ROCK TOTALS

(*CY)(*TON) (*) (*4”-0”) (*) (*1½” – 0”) (*)

If rock is delivered by weight scale, it will be based on a moisture content of (*15) percent. STATE will not give credit for weight of water delivered for moisture content above (*15) percent.

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Work Order Contract

* EXHIBIT *

(*ROAD SURFACING – WINTER AND WET WEATHER OPTION)

TYPE OF

SIZE OF

COMPACTED

DEPTH

APPROX. TOTAL

TRUCK MEASURE

VOLUME

(*WEIGHT)(*VOLUME)

“ (*CY)(*TON)

TURNOUTS:

NO. OF T.O.

LANDINGS AND JUNCTIONS:

LDGS.

JCTS.

“ (*CY)(*TON)

MISCELLANEOUS:

(*Riprap, drain rock, etc.)

AMOUNT

POINT

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Work Order Contract No. 341-*-*

EXHIBIT *

ROAD SURFACING [option 2] [VOLUME MEASUREMENT]

ROAD SEGMENT: to POINT TO POINT Sta. to Sta. TOTAL

VOLUME

(CY) Application Rock Size and Type Location Depth of

Rock (inches) to to Volume (CY)

Per Number of Base Rock Station Stations Turnouts Turnout Turnouts Junctions Junction Junctions Landings Landing Landings Total Rock for Road Segment: to ROAD SEGMENT: to POINT TO POINT Sta. to Sta.

TOTAL

VOLUME

(CY) Application Rock Size and Type Location

Depth of Rock

(inches) to to Volume (CY)

Per Number

Of Base Rock Station Stations Junctions Junction Junctions Total Rock for Road Segment: to ROAD SEGMENT: to POINT TO POINT Sta. to Sta.

TOTAL

VOLUME

(CY) Application Rock Size and Type Location

Depth of Rock

(inches) to to Volume (CY)

Per Number of Base Rock Station Stations Turnouts Turnout Turnouts Junctions Junction Junctions Junctions Junction Junctions Turnarounds TA TAS Landings Landing Landings Total Rock for Road Segment: to ROAD SEGMENT: to POINT TO POINT Sta. to Sta.

TOTAL

VOLUME

(CY) Application Rock Size And Type Location

Depth of Rock

(inches) to to Volume (CY)

Per Number

Of Base Rock Station Stations Turnouts Turnout Turnouts Junctions Junction Junctions Turnarounds TA TAS Landings Landing Landings Total Rock for Road Segment: to

ROCK TOTALS (CY) 24”-6” 6”-0” 4”-0” 1½”-0” ¾”-0”

TOTAL ROCK 24”-12”

Riprap Jaw-run Pit-run 4”-0

Crushed 3”-0

Crushed 1 ½”-0

Crushed ¾”-0”

Crushed

CY CY CY CY CY CY CY

Roads shall be uniformly graded, shaped and approved by STATE prior to rocking.

Work Order Contract # Page * of *

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Work Order Contract No. 341-*-*

CRUSHED ROCK SPECIFICATIONS

Materials. The material shall be fragments of rock crushed to the required size. The material shall be free from vegetation and lumps of clay. STATE may require screening and/or rejecting of materials utilized for production of crushed rock for the purpose of removing excess fine material. Excess fines are present, when greater than 5 percent of a total rock sample weight, passes a #200 sieve. Rock crushing shall be limited to periods when weather conditions are acceptable to STATE.

Quality and Grading Requirements. The base material shall be rock. River gravel shall not be used. Crushed rock shall meet the grading requirements that follow;

Hardness - Test Method AASHTO T 96: 30% Maximum

Durability - Test Method ODOT TM 208 Passing No. 20 Sieve: 30% Maximum

For the purpose of crushing rock specified under the projects in Section 2610, “Project Work,” CONTRACTOR shall utilize a (*three-stage)(*two-stage)(*jaw)(*with screen) rock crusher, or equivalent, unless otherwise approved by STATE.

The rock crusher shall be calibrated to produce rock as specified in this exhibit. Prior to the commencement of production crushing, CONTRACTOR shall sample, test, and provide rock test results meeting STATE specifications. STATE may then sample and test crushed rock for approval to proceed. CONTRACTOR shall take one sample of each 2,000 cubic yards of crushed rock material produced thereafter, using approved AASHTO sampling procedures. CONTRACTOR shall submit samples to a certified laboratory or shall perform testing for gradation requirements using AASHTO T 11 and AASHTO T 27 testing procedures. Prior to testing, each sample shall be split, making one-half of the sample, with proper identification, available for testing by STATE. Each sample and the results of CONTRACTOR testing shall be made available to STATE within 24 hours of sampling. Any rock crushed prior to STATE approval to proceed shall not be credited to the required rock quantity. Any subsequent rock tests not meeting STATE specifications shall be reason for rejection of that portion of crushed rock produced after that test and shall not be credited to the required rock quantity. STATE may sample the crushed rock at any time during the operation. Results of STATE’s tests shall prevail over all other test results.

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Work Order Contract Page * of * No. 341-*-*

( ) Standard gradation specifications for a single course well-graded aggregate

Sieve size Percent Passing 4 inch* 3 inch 2 inch 1.5 inch** 4 95-100 100 -- -- 3 -- 95-100 100 -- 2 70-90 -- 95-100 100

1.5 -- 70-90 -- 95-100 1 50-80 -- 70-90 --

3/4 -- 50-80 -- 70-90 1/4 or #4 30-50 35-60 50-80 40-60

#10 20-40 25-50 25-50 30-50 #40 5-15 5-15 5-20 10-20

* Standard for spur if quarry can produce it ** Standard for l-layer surfacing on higher use roads

( ) Standard gradation specifications for marginal durability base or single course aggregate (fewer fines)

4 inch* 3 inch 2 inch 4 95-100 100 -- 3 -- 95-100 100 2 70-90 -- 95-100

1.5 -- 70-90 -- 1 50-70 -- 70-90

3/4 -- 50-70 -- 1/4 or #4 15-50 -- 20-60

#10 0-30 0-30 0-30 #40 0-10 0-10 0-10

( ) Standard gradation specifications for durable surface course aggregate

1.5 inch 1 inch 3/4 inch*

2 100 -- --

1.5 95-100 100 -- 1 80-95 95-100 100

3/4 70-90 75-95 90-100 1/4 or #4 40-60 50-75 50-75

#10 25-40 25-50 30-55 #40 8-16*** 8-16*** 8-16***

*** Use the higher very fine percentage for road grades over 15 percent

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Work Order Contract Page * of *

( ) Gradation specifications for repair aggregate (excess fines in existing aggregate)

Sieve size Percent Passing

1.5 inch 1 inch 3/4 inch*

2 100 -- --

1.5 95-100 100 -- 1 80-95 95-100 100

3/4 60-80 80-95 90-100 1/4 or 4 20-50 20-40 30-60

#10 10-30 10-30 10-30 #40 0-10 0-10 0-10

For 3”-0” Jaw-Run Passing 3" sieve 100% Passing 1.5” sieve 60-80% Passing ¼ " sieve 10% maximum

For 6"-0" Pit-Run Passing 10" sieve 100% Passing 6" sieve 60-85% Passing 3" sieve 30-50% Passing ¼ " sieve 10% maximum

For 6”-0” Jaw-Run Passing 6" sieve 100% Passing 3” sieve 45-65% Passing ¼ " sieve 10% maximum

For 10” – 3” Drain Rock Passing 15" sieve 100% Passing 10" sieve 90-100%

Passing 3" sieve 0-10%

For 2” – 1/2” Drain Rock Passing 2" sieve 100% Passing 1/4" sieve 0-5%

For 12"-6" Riprap 50 percent or more of the material shall measure at least 12 inches in one dimension. Material shall be clean, well graded, and free of 2"-0" fines.

For 24"-6" Riprap 50 percent or more of the material shall measure at least 24 inches in one dimension. Material shall be clean, well graded, and free of 2"-0" fines.

For 24”-12” Riprap 50% or more of the rock shall be at 24 inches in one dimension. 100% of the rock shall be at least 12 inches in one dimension.

For 48” – 24” Riprap 50% or more of the rock shall be at 48 inches in one dimension.100% of the rock shall be at least 24 inches in one dimension.

For 48” – 36” Riprap 50% or more of the rock shall be at 48 inches in one dimension.100% of the rock shall be at least 36 inches in one dimension.

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Work Order Contract Page * of *

Control of riprap and pit-run gradation shall be by visual inspection by STATE. Pit-run shall be reasonably free of organic material and shall not contain an excessive amount of oversized (cobbles or boulders) or undersized (clay, silt or sand) particles.

The referenced sieve shall have square openings as set forth in AASHTO M 92, Woven Cloth Series. The determinations of size and gradings shall be as set forth in AASHTO T 27.

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Work Order Contract No. 341-*-*

ROCK ACCOUNTABILITY

PURCHASER shall obtain subgrade approval from STATE prior to rocking. Rocking shall be limited to periods when weather conditions are acceptable to STATE and when sediment will not enter streams.

Additional surfacing needed because of construction season or construction practice is not included in the preceding ROAD SURFACING table, and shall be furnished at PURCHASER expense.

Rock accountability shall be determined by the following methods, as directed by STATE. STATE shall be given 24 hours’ notice prior to rocking.

(*Rock Checking. All rock spreading shall be done only when a STATE representative is present. STATE shall issue a receipt for each load delivered, and rock shall be measured without allowance for shrinkage or shakedown during hauling. Total truck measure volume for each road segment shall be as shown on Exhibit D.

Deliver at least * cubic yards per 8-hour shift, unless otherwise approved by STATE. A penalty of $10 for each 10 cubic yards which are not delivered during a single shift shall be billed, and payment shall be required prior to final acceptance of the project by STATE.)

(*Depth Measurement. Rock shall be spread and compacted according to the depths specified in Exhibit D.

Truck measure volumes are given, but shall not limit the amount of rock spread.)

(*Depth shall be determined in the most compacted area of the surface cross section. The depth of compacted aggregates shall not vary more than 1 inch from the depth specified in the “Road Surfacing” table in Exhibit D.

The average depth for each road segment shall be the specified depth or greater. If additional rock is required because of insufficient depth, the locations and volumes to be added shall be determined by STATE.)

(*Load Records. Notify STATE before spreading the rock and maintain a record of all rock delivered for spreading. Make the record available for STATE inspection. A report listing the amount of rock delivered (*the prior month) must be submitted (*no later than the 15th of each month)(*weekly).

(*Stockpile Measurement. Contractor shall construct stockpiles according to the dimensions determined by STATE and included in the Rock Pit development plan required by Exhibit *. Dimensions will consist of the length and width of the base, length and width of the top, and height of all four corners. The finished stockpile surface shall be smooth, uniform, and all corners filled in. All stakes and reference points shall be protected until stockpile measurements are accepted by STATE.)

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Work Order Contract No. 341-*-*

COMPACTION AND PROCESSING REQUIREMENTS

Moisture Content: Compaction must take place when moisture content of the materials being compacted is favorable for effective compaction as determined by STATE.

Compaction Pass: A pass is defined as traveling a road section forward and then backward over that same section.

Subgrade. Subgrade surfaces of the road segments listed below shall be graded and compacted prior to rocking.

Compaction shall be accomplished by traveling all surfaces from shoulder to shoulder until the surface is smooth and hard and visible deformation ceases. At least 3 passes shall be made over the entire width and length of the road. Compaction shall be accomplished by using one or more of the approved equipment options listed below:

Subgrade shall be crowned, outsloped, or insloped at 4 to 6 percent as specified in the “Forest Roads Specifications” table in Exhibit D.

ROAD SEGMENT SUBGRADE COMPACTION OPTIONS

[*All road segments that require rock surfacing]

Fills. Embankments and fills shall be placed in (approximately) horizontal layers not more than 8 inches in depth.

Each layer shall be separately, and thoroughly, compacted. Compaction equipment shall be operated over the entire width of each layer until visible deformation of the layers ceases. At least 3 passes shall be made over the entire width and length of each layer.

Placing individual rocks or boulders with more depth than the allowed layer thickness shall be permitted, provided the embankment will accommodate them. Such rocks and boulders shall be at least 6 inches below the subgrade. They shall be carefully distributed and the voids filled with finer material, forming a dense and compacted mass. Compaction shall be accomplished by using one or more of the approved equipment options listed below:

ROAD SEGMENT FILLS COMPACTION OPTIONS

[*All road segments.]

Crushed Rock. The rock shall be uniformly mixed and spread in layers on the approved roadbed. Each layer of crushed rock shall be moistened or dried to uniform moisture content suitable for maximum compaction and compacted in layers not to exceed 6 inches in depth. When more than 1 layer is required, each shall be shaped, compacted, and approved by STATE before the succeeding layer is placed.