Attachment B-WOC_Updated_Template_2026_FINAL~1.pdf

Contract Name *-341-*-* - 1 of ?- Version 2024

Attachment B Sample WORK ORDER CONTRACT

Work Order Contract # __________________ Service Agreement # _________________

Contract Name:

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” 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: ________________________________

*-341-*-* - 2 of ?- Version 2024

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) Project work services in compliance with all specifications and requirements listed in this WOC, including exhibits hereto attached, 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 Tillamook, Astoria, and Forest Grove Districts, 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 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.

*-341-*-* - 3 of ?- Version 2024

PART I: Standards and General Requirements

Section 1010. Definition of Terms.

Bidder - is a person, business, corporation, or other entity recognized by the STATE that submits a bid to enter into a contract with the STATE.

Contract - the entire written agreement between the parties, including but not limited to the, Invitation to Bid or Request for Proposal, Instructions to Bidders, specifications, terms, and conditions, Exhibits, Operations Plan, change notices, if any, and the accepted bid.

Contractor – the person or organization who is a party to the Agreement and who provides services under the Work Order Contracts.

Equipment Restriction Zone.- (ERZ) Designated areas adjacent to a stream with special management or operational requirements. ERZs are 35ft on either side of both perennial and seasonal streams.

Fire Season - when the State Forester has declared that conditions of fire hazard exist in a forest protection district or any part thereof. The State Forester designates for each district or any part thereof the date of the beginning of a Fire Season for that year. The Fire Season continues for each district or part thereof until ended by order of the State Forester when conditions of fire hazard no longer exist in that district or part thereof.

Improvement - a permanent addition or change to real property, such as a road, structure, or utility, which increases the value of the property. Improvement can include road realignment, sidecast pullback, sod removal, ditch reconstruction, culvert installation, culvert replacement, fill removal, and fill construction.

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

Maintenance – Includes the repair and upkeep of the road prism, road surface, and road drainage. Maintenance can include routine grading and shaping of the road surface, debris removal, surface rock replacement, crushing, rock processing, cleaning and maintaining drainage structures, spraying, vegetation control along roads, and emergency road repairs.

Operations - all the activities conducted by CONTRACTOR under this Contract, including Project Work; or the furnishing of all materials, equipment, labor, and incidentals necessary to successfully complete any individual item or the entire Contract.

Operations Plan - the document by which CONTRACTOR notifies STATE of the plans and schedule for completing the operations described in the Contract. It also contains the names of the subcontractors, CONTRACTOR's Authorized Representatives, and STATE's Authorized Representatives.

Permit – any Permit required by a federal, STATE, or local government agency before Operations pursuant to this SA and any resulting WOC may lawfully begin or continue. Permit includes an incidental take Permit under the federal Endangered Species Act.

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.

RCA – Riparian Conservation Area

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

*-341-*-* - 4 of ?- Version 2024

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

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

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: (10% of the awarded bid amount*) ($________________________*). (REQUIRED)

SECTION 1315. Inspection and Acceptance. STATE and its authorized and designated representative shall at all times be allowed access to all parts of the Operations and Areas of Operations of CONTRACTOR, as STATE may determine to be necessary or desirable to make a complete and detailed inspection of the Operations and CONTRACTOR's compliance with all terms and conditions of this Contract. STATE shall be furnished operation progress status or other information and assistance by CONTRACTOR, or the Authorized Representative(s), as STATE may determine necessary to permit STATE to verify CONTRACTOR's compliance with all terms and conditions of this Contract.

CONTRACTOR shall notify STATE in writing upon completion of final Operations. STATE will inspect the Operations completed by PURCHASER within twenty (20) business days after receipt of written notification that final Operations are complete. Following inspection, STATE shall notify CONTRACTOR in writing of STATE's acceptance of CONTRACTOR's performance of the Contract or, if CONTRACTOR's Operations are not acceptable to STATE, shall advise CONTRACTOR in writing of the particular defects to be remedied before final acceptance by STATE can be granted.

SECTION 1410. Materials from State Property. CONTRACTOR shall not take, sell, use, remove, or otherwise dispose of any sand, gravel, rock, earth, or other material obtained or produced from within the limits of rights-of-way, gravel pits, rock quarries, or other property owned by or held by any agency of the State of Oregon, unless authorized by this Contract or separate written consent of STATE.

SECTION 2120. Access. CONTRACTOR shall use the roads shown on Exhibit A for access to the Project Locations. If gate keys are required for access, they can be obtained at the ODF District Office by a designated CONTRACTOR's Authorized Representative. Any keys not returned at the completion of all operations under this contract shall be subject to a fee of $250 per key not returned. If CONTRACTOR desires to use an alternative route, it shall be CONTRACTOR's responsibility to secure that access and obtain STATE approval for the route. The use of access roads shall be limited to that necessary to carry out the terms and provisions of this Contract. Except as otherwise provided for in this Contract, CONTRACTOR shall have the right of access over, in, and through the Work Area for the purpose of performing Operations.

*CONTRACTOR shall comply with all applicable terms and conditions, including payment of any fees, of any access documents set forth in the provisions of this Contract, which are by this reference made a part of this Contract. The following access documents pertain to this Contract.

Access Easement. CONTRACTOR's use of any road listed below is subject to an easement by and between the parties named below; which may include requirements to furnish evidence of insurance coverage, performance bond, entering into a third party agreement, maintenance, or other actions. STATE shall provide copies of easements or agreements when this Contract is executed.

Designated Haul Route: Rock haul is restricted to the Designated Haul Route as shown on the Exhibit "A", unless otherwise approved in writing by STATE.

*-341-*-* - 5 of ?- Version 2024

Section 2130. Road Maintenance. CONTRACTOR is responsible for normal road maintenance on roads used for any activity under this Contract. Normal road maintenance shall provide for safe forest driving conditions, continuous access and road use, protection of roads from damage, water quality, and compliance with all applicable laws.

CONTRACTOR’s responsibility for normal road maintenance commences with CONTRACTOR’s first use of a road for any activity under the Contract period and shall continue until final acceptance of the maintenance is made by STATE. In addition, CONTRACTOR is responsible for normal road maintenance needs that are caused by public use of the roads.

If other parties are authorized to use roads in the Project Area, CONTRACTOR, and each party so authorized shall be responsible for a proportionate share of normal maintenance, based upon the ratio of each party’s use to total road use, as determined by STATE.

STATE will determine when maintenance is needed and will issue instructions to CONTRACTOR specifying work to be done and the date by which it must be completed.

“Normal road maintenance” shall include any action needed to prevent and protect the road from soil contamination, seasonal weather damage, protect water quality, repair damage caused by road use, and restore the road to at least the road condition at commencement of use, including, but not limited to:

(a) Cut Banks and Fill Slopes.

(1) Remove Slash created by Operations.

(2) Remove obstructions and fallen timber.

(3) Restore stability impacted by Operations.

(4) All cut bank and fill slope maintenance work shall be performed in such a manner that soil and vegetative material does not contaminate the road surface.

(b) Ditches.

(1) Remove bank slough, minor slides, and obstructions.

(2) Remove Slash created by Operations.

(3) Restore to functional drainage.

(4) Minimize erosion and/or sediment delivery by placement and maintenance of filtering systems.

(5) Soil and vegetative material shall not be pulled across the road surface.

(c) Drainage Systems.

(1) Clear all culverts, including inlets, outlets, half rounds, rock ditch filters, and sediment catching basins.

(2) Maintain waterbars, drainage dips, and other water diversion measures.

(3) During active use, patrol and maintain functional drainage.

(4) Repair damaged culvert ends.

(d) Road Surfaces.

(1) Grade, shape, crown, and/or outslope surface and shoulders at such time that the moisture content will bind the rock surfacing. Rip potholes prior to grading, then compact in accordance with Exhibit C, “Compaction and Processing Requirements”.

(2) Provide leveling, patching, and/or reinforcement rock for restoring purposes.

(3) Prevent contamination of road surface materials with soil and vegetative material.

*-341-*-* - 6 of ?- Version 2024

(4) Prevent road surface materials from being bladed off the road.

(5) Temporarily cease road use to prevent and/or protect the road during adverse weather conditions.

Examples of adverse weather conditions are freezing and thawing cycles, high soil moisture caused by rainfall events, and accumulation of snow that requires removal to continue hauling activity.

For maintenance on state roads, CONTRACTOR may use rock obtained from locations determined by STATE. Prior to any rock spreading, CONTRACTOR shall obtain approval from STATE.

“Adverse maintenance” is defined as repair work of damage resulting from CONTRACTOR’s failure to comply with “normal road maintenance,” as determined by STATE. STATE may require CONTRACTOR to perform “adverse maintenance.”

STATE will specify rock type needed for repairs. The required rock shall be from STATE approved, private rock sources, at CONTRACTOR’s expense. “Adverse maintenance” is determined by STATE and shall not be subject to Section 26(a) of the service agreement, “Adjustment of Contract.”

“Extraordinary maintenance” is defined as major repair work and/or damage caused by acts of God or causes beyond the control of CONTRACTOR, as defined in Part IV, Section 26. of the Service Agreement “Amendments to WOC’s” STATE may require CONTRACTOR to perform extraordinary maintenance in addition to normal road maintenance. STATE shall describe the amount and specifications of work to be done in writing and make adjustments in the Contract in accordance with Part IV, Section 26. of the Service Agreement “Amendments to WOC’s”’.

Section 2140. Protection of Watershed. When water drafting the CONTRACTOR will follow the following requirements:

(a) Water drafting will only occur in free-flowing streams or human-created ponds and impoundments that are disconnected from streams at the time of drafting.

(b) When water is drafted directly out of the stream the stream must be deep enough that the intake screen can be fully submerged, and the water level cannot be reduced such that the intake screen becomes exposed.

(c) The existing stream depth shall not have more than a 10% reduction during the period of drawdown. If reduction in depth approaches 10% drafting will cease until volume recovers to pre-drafting levels.

(d) When drafting from a human-created connected pond or impoundment that is hydrologically connected to the stream at the time of drafting, there would not be more than a 10% reduction in the depth of the connected stream during the period of drawdown, and it would not become disconnected as a result of the drawdown,

(e) Drafting will not occur in locations where a temporary dam is needed to create a pool to allow drafting.

(f) Any intake used for water drafting will be screened according to NMFS Juvenile Fish Screen Criteria for Pump

Intake for salmonid fry.

(g) Any portion of the pipe or pump that will be in the water will be disinfected between uses, unless the uses are from the same drafting location, at a different drafting location in the same stream, or occurs at least 48 hours after that last drafting event.

Remove all trash from the Project Area at the end of each day and wildlife is not to be fed.

Storage and staging areas for materials and fueling purposes will be sited outside of stream buffers and Equipment Restriction Zones (35 feet on either side of streams), and hydrologically disconnected from any streams, unless otherwise approved by State.

*-341-*-* - 7 of ?- Version 2024

PART II: Specifications

PROJECTS

Section 2610. Project Work. CONTRACTOR shall complete the following Projects in accordance with the specifications provided in the 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. Project work shall not be allowed during the following periods:

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. *. Road Construction and Landing Construction. Construct roads and Landings at or between the following road points according to the specifications in the Exhibits.

Construct: *

Landings: *

Project No. *. Road Improvement, Surface Rock Replacement, and Road Maintenance. Improve roads, apply rock, and conduct road maintenance at or between the following road points according to the specifications in the Exhibits:

Improve: *

Surface Rock Replacement and Road Maintenance: *

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

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

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

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

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

Project No. *. Clear roadside vegetation (*between Points *) (*along roads designated on Exhibit A) according to the "Road Brushing Specifications" in the Exhibit.Rev. 10/04

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

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

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

*-341-*-* - 8 of ?- Version 2024

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 the Exhibit.

Rock Source. The 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 the Exhibits.

(1) *

(2) *

Rock Source. The rock for all Projects shall be purchased from a STATE approved commercial rock source.

Section 2620. Completion of Projects. CONTRACTOR shall complete all Project Work by (*contract expiration date).

Section 2630. Progress Partial Compensation for Project Work. In order to provide compensation to CONTRACTOR for progress towards completion of Project Work under a WOC, STATE agrees to pay progress payments to CONTRACTOR for the relevant partial completion of Project Work within forty-five (45) calendar days upon completion of and STATE’s acceptance of all Project Work in the sum of (total bid amount**), unless otherwise approved in writing by STATE, in accordance with the following credit schedule:

Partial payment amount of $* (20% Project Work completion) Partial payment amount of $* (40% Project Work completion) Partial payment amount of $* (60% Project Work completion) Partial payment amount of $* (80% Project Work completion) Partial payment 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 _________.Rev. 10/04

*-341-*-* - 9 of ?- Version 2024

PART III: EXHIBITS

EXHIBIT B

629-Form 341-203

Revised 5/18

OREGON DEPARTMENT OF FORESTRY

WORK ORDER OPERATIONS PLAN

(See Page 2 for instructions)

Date Received by STATE:

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

(2) Contract Name: _____________________________________________

(3) Contract Expiration Date: ____________________ Project Completion Dates: _________________________

(4) Contractor: ___________________________________________________________________________________

(5) Contractor Representatives:

Projects: ___________________ Phone: __ Email: _________________________

Projects: ___________________

Phone: __

Email: _________________________

(6) State Representatives:

Projects: _____________________________ Phone: __________________

Email: _________________________

Projects: _____________________________ Phone: _____________ Email: ______________________________________

(7) Name of Subcontractors & Starting Dates:

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

(8) Comments:

*-341-*-* - 10 of ?- Version 2024

(9) Operations Map: Attach a copy of WOC Exhibit A or another suitable map. If rock development plans are required for operations, submit a quarry development plan according to the attached Exhibits.

*-341-*-* - 11 of ?- Version 2024

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, CONTRACTOR shall comply with all provisions of the Written Plan.

Explanation of Item No. (from Page 1)

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

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

(7) 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 all projects. 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.

*-341-*-* - 12 of ?- Version 2024

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.

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 CONTRACTOR's operation under the plan is lawful under the federal ESA. As provided in the timber sale contract, CONTRACTORS must comply with all applicable state, federal, and local laws.

CONTRACTORS'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:

CONTRACTOR

STATE OF OREGON - DEPARTMENT OF FORESTRY

Title Title

Original: Salem cc: District File Unit

Contractor Operator (Contractor Representative)_________________________

*Contract Name *-341-*-* - 13 of ?- Draft Version 2024

EXHIBIT C

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.

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 and Maintenance- (*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 5 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.

Construction - from the top of the cut slope to the toe of the fill.

Improvements - 5 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 50 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.

*-341-*-* - 14 of ?- Draft Version 2024

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) (*55) percent, the road shall be on full bench for the width specified. Full-bench construction (no sidecast fill) will be used on steep slopes to avoid sidecast failure.

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. CONTRACTOR shall obtain advanced 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 a "(*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.

*-341-*-* - 15 of ?- Draft Version 2024

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

(*1) 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): (* ).

(*2) 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.

(*3) 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.

(*4) Culvert Installation. Culverts in live streams shall be installed with the inlet and outlet on grade with the stream bottom, unless otherwise specified in writing. 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.

In-water construction for roads and trails (e.g., stream crossings) will follow the established Oregon Guidelines for Timing of In-Water Work to Protect Fish and Wildlife (ODFW 2022) to minimize impacts on the covered species and their habitat. If work needs to occur outside of the established work window ODF will obtain appropriate approvals from ODFW.

(*5) 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 *.

(*6) 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.

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

*-341-*-* - 16 of ?- Draft Version 2024

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

(*8) 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 *.

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

(*10) 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.

(*11) 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.

(*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) **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.)

*-341-*-* - 17 of ?- Draft Version 2024

SPECIFIC ROAD CONSTRUCTION INSTRUCTIONS:

Segment Station Work Description

*-341-*-* - 18 of ?- Draft Version 2024

GENERAL ROAD IMPROVEMENT, SURFACE ROCK REPLACEMENT, AND MAINTENANCE INSTRUCTIONS:

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

(*2) 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): (* )).

(*3) 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.

(*4) 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.

In-water construction for roads and trails (e.g., stream crossings) will follow the established Oregon Guidelines for Timing of In-Water Work to Protect Fish and Wildlife (ODFW 2022) to minimize impacts on the covered species and their habitat. If work needs to occur outside of the established work window ODF will obtain appropriate approvals from ODFW.

(*5) Culvert Cleaning and Repairs. Remove all debris from inside all existing culverts on the road segments, as directed by STATE. Damaged culvert inlets and/or outlets shall be repaired by opening them with a hydraulic jack, or cutting off the culvert end to allow for free passage of water at peak flow levels.

(*6) Drainage Ditches and Debris Removal. Restore or construct ditchlines, including ditchouts, and remove debris from cutbanks, fill slopes, and the road prism 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, sediment basins, cutbanks, fill slopes, and the road prism 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.

*-341-*-* - 19 of ?- Draft Version 2024

GENERAL ROAD IMPROVEMENT, SURFACE ROCK REPLACEMENT, AND MAINTENANCE INSTRUCTIONS:

(*8) 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.

(*9) 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 *.

(*10) 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.

(*11) 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.

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

(*13) Waste areas shall be uniformly sloped and compacted for drainage. Waste areas will be located outside of RCAs and constructed in a manner that is hydrologically disconnected. (*Designated Waste materials shall be seeded and mulched in accordance with specifications in Exhibit *.)

(*14) 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.)

*-341-*-* - 20 of ?- Draft Version 2024

SPECIFIC ROAD IMPROVEMENT, SURFACE ROCK REPLACEMENT, AND MAINTENANCE INSTRUCTIONS:

Segment Station Work Description

*-341-*-* - 21 of ?- Draft Version 2024

EXHIBIT *

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 (1*) 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 areas will be located outside of RCAs and constructed in a manner that is hydrologically disconnected.

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) *

*-341-*-* - 22 of ?- Draft Version 2024

ROAD SURFACING [Option 1]

[DEPTH MEASUREMENT]

TYPE OF

ROCK

SIZE OF

ROCK

COMPACTED

DEPTH

POINT TO

POINT

APPROX. TOTAL

TRUCK MEASURE

VOLUME

(*WEIGHT)(*VOLUME)

“ (*CY)(*TON)

“ (*CY)(*TON)

TURNOUTS:

NO. OF T.O.

POINT

“ (*CY)(*TON)

TURNAROUNDS: NO. OF T.A.

“ (*CY)(*TON)

LANDINGS AND JUNCTIONS:

NO. OF

LDGS.

NO. OF JCTS.

“ (*CY)(*TON)

“ (*CY)(*TON)

“ (*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.

*-341-*-* - 23 of ?- Draft Version 2024

ROAD SURFACING [option 2]

[VOLUME MEASUREMENT]

ROAD SEGMENT: 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: 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: 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: 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

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.

*-341-*-* - 24 of ?- Draft Version 2024

CRUSHED ROCK SPECIFICATIONS

Materials. The material shall be…