Attachment 4 - Exhibits A-F.pdf

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LL Stub Stewart

Portland

McMinnville

St. Helens

Rainier

Vernonia

Banks

ODOT

EXHIBIT A1 - OPERATION AREA MAP

Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

LL Stub Stewart Boundary Hares Shoefly - Operation Areas

Combo: 164 acres Transportation

Roads ! ! ! ! ! ! Trails

! ! ! ! ! ! Disc Golf Path

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Welcome Center Campground Loop Hilltop Day Use Area Disc Golf Course Mt. Dale Cabin Village

Hares Canyon Horse Camp

Clayhill Hores Staging AreaHaul Route

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Feet

UV47 Disc Golf

Hares Canyon

ODOT

EXHIBIT A2 - OPERATIONS MAP

Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

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Feet

!( RoadsProjectPoints LL Stub Stewart Boundary

Hares Shoefly - Operation Areas Harvest Type

Cable Harvest Ground-Based Harvest

!X Landings

Transportation Roads

! ! ! ! ! ! Trails New Road Construction Haul Route40 acres

124 acres

Designated Burn Area

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ODOT

EXHIBIT A2.1 - OPERATIONS MAP

Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F350

Feet

LL Stub Stewart Boundary Hares Shoefly - Operation Areas Harvest Type

Cable Harvest Ground-Based Harvest

!X Landings !( Roads Project Points

Transportation Roads

! ! ! ! ! ! Trails New Road Construction Haul Route Skid Trails

Designated Burn/Chip Area

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EXHIBIT A2.2 - OPERATIONS MAP

Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F

Feet

LL Stub Stewart Boundary Hares Shoefly - Operation Areas Harvest Type

Cable Harvest Ground-Based Harvest

!( Roads Project Points !X Landings

Transportation Roads

! ! ! ! ! ! Trails

Haul Non-Haul Skid Trails

New Road Construction

Landing cleanup area

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EXHIBIT A2.3 - OPERATIONS MAP

Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F

Feet

LL Stub Stewart Boundary Hares Shoefly - Operation Areas Harvest Type

Cable Harvest Ground-Based Harvest

!( Roads Project Points !X Landings

Transportation Roads

! ! ! ! ! ! Trails

Haul Non-Haul Skid Trails

New Road Construction

X

Unit 2

Unit 1

Unit 3

ODOT

EXHIBIT A2.4.1 - OPERATIONS MAP (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F 1,050

Feet

LL Stub Stewart Boundary Unit 1 (1.0 ac.)

Unit 2 (2.0 ac.)

Ground-Based Harvest SkidTrails_HaresShoeflyCT_2021

X

Unit 3

Unit 3

Unit 2

Unit 4

ODOT

EXHIBIT A2.4.2 - OPERATIONS MAP (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F 1,050

Feet

LL Stub Stewart Boundary

Unit 3 (14 ac.)

X

X

X

X

Unit 4

Unit 4

Unit 6

Unit 10 Unit 9

Unit 3

ODOT

EXHIBIT A2.4.3 - OPERATIONS MAP (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F 1,050

Feet

LL Stub Stewart Boundary

Unit 4 (18 ac.)

X

X

Unit 7

Unit 5

ODOT

EXHIBIT A2.4.4 - OPERATIONS MAP (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F 1,050

Feet

LL Stub Stewart Boundary

Unit 5 (2.0 ac.)

X

X

X

Unit 6

Unit 9 Unit 10

Unit 4

Unit 7

Unit 8

ODOT

EXHIBIT A2.4.5 - OPERATIONS MAP (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F

Feet

LL Stub Stewart Boundary

Unit 6 (7.0 ac.)

Cable Harvest Skyline Corridors Spur Roads (close)

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Unit 7 Unit 9

Unit 10

Unit 6

Unit 8

Unit 12

Unit 11

Unit 5

Unit 5

ODOT

EXHIBIT A2.4.6 - OPERATIONS MAP (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F

Feet

LL Stub Stewart Boundary

Unit 7 (59 ac.)

Ground-Based Harvest

X

X

X

X

X

X

X

X

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Unit 7

Unit 10

Unit 9

Unit 6

Unit 8

Unit 4

Unit 11

Unit 7

ODOT

EXHIBIT A2.4.7 - OPERATIONS MAP (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F

Feet

LL Stub Stewart Boundary

Unit 8 (5.0 ac.), Unit 9 (9 ac.), Unit 10 (12 ac.)

Cable Harvest Ground-Based Harvest Skid Trails Skyline Corridors

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Cable Harvest

STATE PARKS

Spur Roads Haul

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Exhibit A2.4.8 - Operations Map (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

Unit 11

Unit 11

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Legend Unit 12 (7.5 ac) Unit 13 (8.5 ac.)

Ground-Based Harvest Spur Roads Haul

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Skid Trails

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Exhibit A2.4.9 - Operations Map (Unit) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

Unit 13

Unit 12

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EXHIBIT A2.5 - OPERATIONS MAP (Spur Roads) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

F 1,050

Feet

LL Stub Stewart Boundary Unit_HaresShoeflyCT_2021

<all other values> Mngt_1

Cable Harvest

Spur Roads (3,900') close

ODOT

Legend Harvest Types

Ground-Based Harvest (124 ac.)

Cable Harvest (40 ac.)

Caddywhomper Bike Trail Trails

STATE PARKS

Haul

F 0.4

Miles

Exhibit A2.6 - Operations Map (Trail Locations) Hares Shoefly Forest Thinning - LL Stub Stewart Memorial State Park

Unit 13

Unit 12

Un it 1

Unit 10

Unit 9

Unit 7 Disc Golf Course

Unit 5 Unit 4

Unit 3

Unit 2

Unit 1

Unit 6

Unit 8 Mt. Bike Core Area

Hares Canyon

Unit 14 Root Rot pocket

Unit 15 Root Rot pocket

EXHIBIT B: TIMBER SALE OPERATIONS PLAN

1) Date Received by Agency: Click or tap here to enter text.

2) Contract Number: Click or tap here to enter text.

3) Sale Name: Click or tap here to enter text.

4) Purchaser Name: Click or tap here to enter text.

5) Agency Brand Info: Click or tap here to enter text.

6) Agency Authorized Representatives:

Name Rep. Tittle Contact Number Email

Craig Leech Forester 503-931-7159 craig.leech@oprd.oregon.gov

Aaron Raines Park Manager 503-528-4028 aaron.raines@oprd.oregon.gov

7) Purchaser Representatives:

Name Rep. Tittle Contact Number Email

SUBCONTRACTORS

8) Operations/Projects/Timelines:

Operation Start Date 25% 50% 75% End Date

Additional Notes:

mailto:craig.leech@oprd.oregon.gov mailto:aaron.raines@oprd.oregon.gov

EXHIBIT B: TIMBER SALE OPERATIONS PLAN

9) Allowed Hours of Operation: Contractor/Purchaser may operate during the following periods:

Period Allowed Times for Operations Further Notes

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. Agency'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, PURCHASER's 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.

SIGNATURES

APPROVED BY: The State of Oregon by and through its Oregon Parks and Recreation Department

OPRD Manager

SUBMITTED BY:

Contractor/Purchaser

DISTROBUTION: ORIGINAL - Forester/ OPRD Representative, COPIES: TPSO, Approved Scaling Location, Purchaser

EXHIBIT C

SAWMILL GRADE SCALING INSTRUCTIONS

LOCATION APPROVAL -- BRAND INFORMATION

1) ORIGIONAL REGISTRATION ☐ Date: 0/0/00

REVISION NUMBER na ☐ Date: 0/0/00

CANCELLATION ☐Date: 0/0/00

2) TO: Click or tap here to enter text.

(TPSO - Third Party Scaling Organization)

3) FROM: Craig Leech PHONE: 503-931-7159

(Forester – OPRD Representative)

ADDRESS: 725 Summer St. NE Ste. C Salem, OR 97301

4) PURCHASER: Click or tap here to enter text.

ADDRESS: Click or tap here to enter text.

PHONE: Click or tap here to enter text.

5) MINIMUM SCALING SPECIFICATIONS:

SPECIES MINIMUM NET VOLUME

Conifer 20 BF

Hardwood 20 BF

* Apply min volume test to whole logs over 40’ Westside

6) WESTSIDE SCALE: YES ☐ NO ☐

Use Region 6 actual taper rule. Logs over 40’.

7) WEIGHT SCALE SAMPLE: YES ☐ NO ☐

8) APPROVED SCALING LOCATION:

(as shown on the

ODF Approved

Locations web-site) S p e c ie s

Y a rd

T ru c k

W e ig h t

Notify the Forester/OPRD Representative within one hour when branding or painting is inadequate for quick identification, the receipts are missing, not correctly or filled out, and/or when logs presented for scaling are impossible to scale accurately.

9) SALE NAME: Click or tap here to enter text.

COUNTY: Click or tap here to enter text.

10) STATE CONTRACT NUMBER: Click or tap here to enter text.

11) STATE BRAND REGISTRATION NO.: 0000

12) STATE BRAND INFORMATION:

13) PAINT REQ: YES ☒ COLOR: Pink

14) SPECIES REQUESTS (check applicable):

PEELABLE CULL (all species) ☐

NO DEDUCTIONS ALLOWED FOR MECHANICAL

DAMAGE

ADD-BACK VOLUME – (deducted due to delay) ☐

OTHER: ☐

15) REMARKS: Click or tap here to enter text.

16) SIGNATURES:

Purchaser or Authorized Representative

OPRD Representative

SP

EXIBIT D of Timber Sale Contract Number 9451

EXHIBIT D

Table 1: Summary

PROJECT

DISTANCE

(feet)

ROCK

¾”–0” (cy)

ROCK

3” (cy)

ROCK

Pit-Run

(cy)

ROCK

4-6” River

SURFACE

WIDTH

(feet)

01: Road Brushing 16,767 10

02: Drainage 7,857

03: Culverts (X3)

04: Road

Construction 8,195 10

05: Road Rocking 829 701 150 10 10

06: Grade/Compact 22,215 10

07: Landing

Construction

(X51)

08: Spur Road

Closures

3,743

*Harvest Combo 1 and 2

PROJECT 1 - ROAD BRUSHING SPECIFICATIONS:

This work shall consist of clearing, removing, and disposing of all trees, snags, down timber, brush, surface objects, and protruding obstructions within the clearing limit of 6 feet past the edge of the road or to the edge of the cut/fill slopes, whichever is the shorter distance. Trees outside the clearing limits shall not be felled unless approved in writing by STATE. All danger trees, leaners, and snags outside the clearing limits which could fall and hit the road shall be felled.

Illustration 1: Road Profile

Brushing on project road segments shall be completed prior to subgrade approval. Trees shall not be felled unless a portion of the bole is within the clearing limits.

All debris resulting from the brushing operation shall be removed from the roadway, cut slope, ditches, water courses, culvert inlet and outlets, and sediment catch basins within 72 hours. Debris shall be chipped or removed and placed in designated burn/chip Area shown on exhibit A2.1.

Brushing by mastication is an approved method of operation.

All merchantable (>20 board feet) trees (conifer & hardwoods) removed during road brushing/construction shall be hauled to a mill and not left on site. Trees outside the clearing limits shall not be felled unless approved in writing 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 limits are specified 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 not be left lodged against standing trees. Clearing and grubbing debris may be scattered through openings in the timber outside of and greater than 10 feet from 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.

PROJECT 2 – DRAINAGE IMPROVEMENT:

• SUBGRADE. Crown/out-slope at 4 to 6 percent.

• DITCH. Construct or reestablish “V” shaped ditch so that proper drainage is established to no less than 18” wide and 12” deep.

• DITCH-OUTS. Construct ditch-outs to drain away from subgrade at locations marked in the field or as directed by STATE.

• OUT-SLOPE. Road subgrade shall be out-sloped at 4 to 6 percent.

• EXISTING. Road subgrade and drainage shall be maintained in its current configuration, out-sloped where out-sloped, in-sloped where in-sloped, and ditched where ditched.

• OUT-SLOPE WITH DITCH. Retain existing ditch but out-slope surfacing at 4 to 6 percent.

• LOW WATER CROSSING. Where designated, construct low water crossing with 6” river rock as stipulated in illustration 2.

Illustration 2:

PROJECT 3 – CULVERT IMPROVEMENT & INSTALATION:

• CULVERT REPLACEMENT, INSTALLATION, FILL RECONSTRUCTION & REMOVAL. 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.

• DRAINAGE DITCHES. Restore or construct ditch-lines, including ditch-outs, as directed by

STATE. Clean out all culvert inlets and outlets as directed by STATE. Ditch debris including woody debris shall be loaded and hauled to designated waste areas, and shall be accomplished with the use of an excavator and dump truck.

• 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. 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.

• 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.

CULVERT SPECIFICATIONS

• All culvert materials shall be furnished and installed by PURCHASER, unless otherwise specified in the Contract.

• Culverts shall be constructed of corrugated polyethylene. Polyethylene culverts shall be double-walled and meet the requirements of AASHTO M-294-11, Type S, or ASTM F2648. Culvert may be new or used polyethylene, in acceptable condition, as approved by STATE.

• Joining shall be done with bands of like material and corrugations. Manufacturers' instructions shall be followed for prefabricated pipe assembly. Polyethylene joints shall be made with split couplings, corrugated to engage the culvert corrugations, and shall engage a minimum of 4 corrugations, 2 on each side of the culvert joint.

• The STATE Representative shall determine final culvert locations and stake the locations in the field prior to installation.

• Culverts in live streams shall be installed with the inlet and outlet on grade with the stream bottom, unless otherwise specified in writing.

• Cross Drain Culverts. Cross drain culverts on road grades in excess of 3 percent shall be skewed at least 30 degrees from perpendicular to the road centerline, except that cross drain culverts at the low point of dips in roads shall not be skewed. Cross drains shall be skewed to fit the required culvert length to the road prism.

• Cross drain culverts shall be installed at a slope steeper than the incoming ditch grade, but not less than 3 percent or greater than 10 percent.

• Disconnect Culverts (drop at outlet). The culvert inlet shall be located as close to the channel that it is disconnecting, while the culvert outlet shall be located as far from the channel as possible;

discharge culvert outflow on the forest floor, allowing for filtration before the water enters the disconnected channel.

• The foundation and trench walls for all culverts shall be free from logs, stumps, limbs, stones, and other objects which would dent or damage the culvert. The culvert trench shall be excavated 3 culvert diameters wide to permit compaction and working on each side of the culvert. Tamping shall be done in 6-inch lifts, 1 culvert diameter each side of the culvert. Bedrock shall be excavated as required to provide a uniform foundation for the full length of the culvert.

• A bedding of crushed rock as specified shall be placed to provide a wide band of support and to transmit the load from above evenly over the entire length of the culvert for all live stream culverts and all culverts on road improvement segments.

• Backfill shall consist of crushed rock on improvement segments and crushed rock or job-excavated soil free of stumps, limbs, rocks, or other objects which would damage the culvert on reconstruction segments.

• Minimum height of cover over top of culvert to subgrade when road is to be rocked shall be 12".

Minimum vertical cover for other designs shall be as specified by STATE.

• Lengths of individual culvert sections shall be not less than 10 feet, unless otherwise provided for in special instructions. The shortest culvert section length shall be placed at the inlet end.

• The ends of each culvert shall be free of logs and debris which would restrict the free flow of water.

• The intake end of cross drain and disconnect culverts shall be provided with a sediment catching basin 3 feet in diameter at the bottom. The outlet-end of culverts which would allow water to erode embankment soil shall be provided with an energy dissipator, half round, or other approved slope protection device. Construct lead-off ditches away from culvert outlets where the slope gradients restrict the free flow of water.

• Compaction by tamping is required for all stream crossing culvert.

• All culverts scheduled for replacement shall become property of the PURCHASER and be removed from STATE land in the same project period in which replacement occurred. 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.

Table 2: Culvert List

ITEM LENGTH DIAMETER

Culvert (cpp)* 20 feet 18 inches

Culvert (cpp)* 20 feet 18 inches

Culvert (cpp)* 36 feet 24 inches

*Corrugated Plastic Pipe

PROJECT 4 - GENERAL ROAD CONSTRUCTION INSTRUCTIONS:

SUBGRADE PREPARATION.

• Complete culvert installations, drainage ditches, fill construction, ditch-outs, and other specified work prior to the application of surfacing rock.

• Cut out all potholes and/or washboard sections from the existing surfacing.

• Process (grade and mix) the existing surface. Provide for a crown, out-slope, or in slope of 4 to 6 percent.

• 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, out-sloped, or in-sloped at 4 to 6 percent.

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.

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. All fills and drainage structure back-fills shall be machine compacted according to the “Compaction and Processing Requirements.”

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.

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

Side-cast 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. Side-cast shall not be placed where it will enter a stream course or where material will accumulate in areas deemed a high landslide hazard location by STATE. Leaving Side-cast below the road is only permissible if specifically allowed in “Full Bench and End Haul Requirements” in this Exhibit.

All bank excavation and Side-cast pullback on a project road segment shall be completed prior to subgrade approval.

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 specified as follows: 400 divided by the radius of the curve equals the amount of extra width.

PROJECT 5 – ROAD ROCKING & 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.

Depth Measurement. Rock shall be spread and compacted according to the depths specified in Project

Specifications of 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 Project

Specifications of 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.

PROJECT 6 - GRADING & COMPACTION SPECIFICATIONS

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, out-sloped, or in-sloped at 4 to 6 percent as specified in the “Forest Roads Specifications” table in Exhibit C.

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. Any irregularities or depressions that develop during compaction of the top layer shall be corrected by loosening the material at these places and adding or removing material until the surface is smooth and uniform. Each layer shall be compacted with a minimum of 3 passes over the entire width and length of the road until the surface is smooth and hard and visible deformation ceases.

Rock shall be compacted and processed during the same project period it is spread, unless otherwise approved in writing by STATE.

Rock shall be crowned, out-sloped, or in-sloped at 4 to 6 percent as specified in the “Forest Roads

Specifications” table in Exhibit C.

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:

Table 3: Compaction Equipment Options

OPERATION

ROAD

SEGMENT

COMPACTION EQUIPMENT OPTIONS

Grading

ALL

Rubber-Tired Skidders/Motor Grader/Loaded Dump

Trucks/Crawler Tractors/or better (see list below)

Fills

AS NEEDED

Rubber-Tired Skidders/Motor Grader/Loaded Dump

Trucks/Crawler Tractors/or better (see list below)

COMPACTION EQUIPMENT OPTIONS

Vibratory Rollers. The drum shall have a smooth surface, a diameter not less than 48 inches, a width not less than 58 inches, and a turning radius of 15 feet or less. Vibration frequency shall be regulated in steps to 1400, 1500, and 1600 VPM, corresponding to engine speeds of 1575, 1690, and 1800 RPM.

The centrifugal force developed shall be 7 tons at 1600 VPM. It shall be activated by a power unit of not less than 25 horsepower. The vibratory roller shall be self-propelled and operated at speeds ranging from 0.9 miles to 1.8 miles per hour, as directed by STATE.

Rubber-Tired Skidders. A rubber-tired skidder weighing a minimum of 20,000 pounds shall be operated over the fill layers so that the entire layered surface comes in contact with the tires. Skidders with oversized tires (high flotation) are not acceptable for compaction.

Motor Grader. A rubber-tired skidder weighing a minimum of 20,000 pounds shall be operated over the fill layers so that the entire layered surface comes in contact with the tires. Skidders with oversized tires

(high flotation) are not acceptable for compaction.

Tamping foot Compactors. Tamping foot compactors shall exert a minimum pressure of 250 pounds per square inch on the ground area in contact with the tamping feet. The compactor shall cover a minimum width of 60 inches per pass and weigh a minimum of 16,000 pounds.

Vibratory Grid Compactors. The roller shall have a grid surface and have an operating weight of 32,000 pounds or more. The rock shall be worked with a grader weighing at least 20,000 pounds during the grid rolling process. All rock shall come in contact with the vibratory grid compactor.

Grid Rollers. Pit-run rock shall be processed by grid roller fully equipped with 32,000 pounds or more of ballast weights. Twenty passes shall be made with a grid roller over the entire length and width of the road, unless STATE requires fewer passes. A grader weighing at least 20,000 pounds shall work the pit-run surface during grid rolling so that all pit-run rock comes in contact with the grid roller. Grid rolling shall be performed when the subgrade is dry and firm. Road surface shall be uniformly shaped and graded prior to and during grid rolling.

Loaded Dump Trucks. Dump trucks shall be routed over the entire cross section of the road surface.

Loaded trucks shall cover all of the subgrade with a minimum of three passes.

Crawler Tractors. D-7 Caterpillar or equivalent.

PROJECT 7 – ROAD CLOSURE SPECIFICATIONS

PURCHASER shall close roads listed in Table 4. Roads should be graded appropriately for proper drainage before being closed. Debris shall be placed on road for 100’ from beginning of road closure.

Table 4: Roads to Close

Points:

Ax-Az1

DA - DB

EA - ED

EA - EC

FA - FB

GA - GB

PROJECT SPECIFICATIONS

ROAD A

PROJECT POINT STATION PROJECT TASK ACTION

A 0+00 P1 T Begin road brushing, both sides of road, (light);

P2 T begin ditch clean-out, cut-bank side of road, (light).

B 8+50

P2 T1 End ditch clean-out, cut-bank side of road, (light). (PA – PBT1, 850’);

P2 T2 clean "ditch-out" (X3);

P2 T3 add waddles (X3);

P2 T4 begin ditch clean-out, both sides of road, (light).

C 9+99 P2 T1 End ditch clean-out, both sides of road, (light). (PDT4 – PCT1, 298’);

P2 T2 begin ditch clean-out, cut-bank side of road, (light).

D 10+99 P3 T Clean-out culvert, (both ends).

E 17+19 P3 T Clean-out culvert, (both ends).

F 19+62 P2 T Begin new ditch construction, fill-bank side of road.

G 22+08 P2 T End new ditch construction, fill-bank side of road. (PF – PG, 246’)

G1 25+39 P2 T End ditch clean-out, cut-bank side of road, (light). (PCT2 – PG1, 1,540’)

H 27+47 P5 T Begin road rocking ¾”-0” to a depth of 2” compacted, on average;

P6 T begin grading, road shaping, and compaction efforts.

I 30+30 P1 T1 End road brushing, both sides of road, (light). (PA – PIT1, 3,030’);

P1 T2 begin road brushing, both sides of road, (moderate).

J 32+47 P2 T Begin road crown.

K 37+76

P2 T1 End road crown, (PJ – PKT1, 529’);

P2 T2 begin ditch construction, right side of road;

P2 T3 slope road to ditch.

P3 T1 Clean-out culver, both ends;

P3 T2 construct well at inlet.

L 41+39 P3 T1 Locate and clean-out culvert, both ends;

P3 T2 construct well on inlet side.

M 43+26

P2 T1 End ditch construction, right side of road, (PKP2T2 – PMP2T1, 550’);

P2 T2 knock down debris berms on fill-slope side of road so surface water can drain;

P2 T3 begin out-sloping to ditch.

P3 T1 Clean-out culvert, both ends;

P3 T2 construct well on inlet side.

N 44+46

P2 T1 Begin ditch construction, cut-slope (moderate);

P2 T2 end out-sloping to ditch, (PMP2T3 – PNPT2, 120’);

P2 T3 begin crown.

O 47+26 P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

P 49+76

P2 T1 End ditch construction, cut slope (moderate), (PNP2T1 – PPP2T1, 530’);

P2 T2 end crown, (PNP2T3 – PPP2T2, 530’);

P2 T3 begin out-slope.

Q 52+16 P5 T End road rocking, ¾” – 0”, (PHP5 – PQP5, 2,469’)

R 52+86 P2 T1 Begin ditch construction, (cut-slope);

P2 T2 end out-slope, (PPP2T3 – PRP2T2, 310’);

P2 T3 begin crown.

S 54+37

P2 T1 End ditch construction, (cut-slope), (PRP2T1 – PSP2T1, 151’);

P2 T2 end crown (PRP2T1 – PSP2T1, 151’);

P2 T3 begin out-slope.

T 57+99 P5 T Begin road rocking ¾”-0” to a depth of 2” compacted, on average.

U 59+86 P2 T Begin ditch construction, both sides of road.

V 60+74

P2 T1 End ditch construction, both sides of road, (PUP2 – PVP2, 88’);

P2 T2 begin ditch construction, right side of road.

P5 T1 Create low water crossing with 4-6" river rock.

W 62+45

P2 T1 End ditch construction, right side of road, (PVP2T2 – PWP2, 171’);

P2 T2 begin crown.

P5 T1 Create low water crossing with 4-6" river rock.

X 63+89

P1 T1 End road brushing, both sides of road (moderate), (PIP1T2 – PXP1T1, 3,359’);

P1 T2 begin road brushing, both sides of road, (light).

P2 T1 End crown, (PWP2T2 – PXP2T1, 144’);

P2 T2 begin out-slope.

P5 T End road rocking, ¾” – 0”, (PTP5 – PXP5, 590’).

Y 67+04

P2 T Begin new ditch construction.

P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

Z 69+33 P2 T End new ditch construction, (PYP2 – PZP2, 229’).

Aa 69+60 P2 T Create "ditch out", drain to left side of road.

Ab 73+06 P2 T1 End out-slope, (PXP2T2 – PabP2T1, 917’);

P2 T2 begin crown.

Ac 75+54 P2 T Create "ditch out", drain to left side of road.

Ad 76+28 P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

Ae 78+40 P2 T Create "ditch out", drain to left side of road.

Af 82+18 P2 T Begin new ditch construction, right side of road.

Ag 84+45

P2 T End new ditch construction, right side of road. (PAfP2 – PagP2, 227’).

P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

Ah 85+50 P2 T Begin new ditch construction, cut-bank.

Ai 86+48

P2 T End new ditch construction, cut-bank. (PAhP2 – PaiP2, 98’).

P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

Aj 87+34 P2 T Begin new ditch construction, cut-bank.

Ak 88+92

P2 T End new ditch construction, cut-bank. (PAjP2 – PAkP2, 158’)

P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

Al 89+66 P2 T Begin new ditch construction, cut-bank.

Am 93+10 P2 T End new ditch construction, cut-bank. (PAlP2 – PAmP2, 344’)

P5 T Begin road rocking, ¾” – 0” to a depth of 2” compacted, on average.

P4 T Curve widening

Am1 90+30 P3 T Install Culvert

An 93+98 P2 T Begin new ditch construction, cut-bank.

Ao 96+31 P2 T End new ditch construction, cut-bank. (PAnP2 – PAoP2, 233’).

Ap 96+63

P2 T Begin new ditch construction, cut-bank.

P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

Aq 98+29 P2 T End new ditch construction, cut-bank. (PApP2 – PAqP2, 166’)

Ar 98+96 P5 T End road rocking, ¾” – 0”. (PAmP5 – PArP5, 586’)

As 100+19 P2 T Begin road crown.

At 108+33 P2 T Create "ditch out", drain to right side of road.

Au 112+70 P2 T Begin new ditch construction, cut-bank.

P5 T Begin road rocking, ¾” – 0” to a depth of 2” compacted, on average.

Av 116+85

P2 T End new ditch construction, cut-bank. (PAuP2 – PAvP2, 415’).

P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

Aw 117+57 P2 T Begin new ditch construction, cut-bank.

Ax 124+30

P2 T1 End new ditch construction, cut-bank, (PAuP2 – PAxP2T1, 673’);

P2 T2 create "ditch-out", drain to left side of road;

P2 T3 Begin new ditch construction, cut-bank.

P5 T Create low water crossing with 6" river rock.

Ay 128+15 P3 T Install culvert.

Az 130+36 P2 T End new ditch construction, cut-bank, (PAxP2 – PAzP2, 606’).

P5 T End road rocking, ¾” – 0”. (PAuP5 – PAzP5, 1,766’).

P4 T Start spur road construction

Az1 130+71 P4 T End spur road construction

Ba 131+53

P2 T Begin new ditch construction, cut-bank.

P3 T1 Clean-out culvert, both ends;

P3 T2 create well at inlet.

P5 T Begin road rocking, ¾” – 0” to a depth of 2” compacted.

Bb 134+18 P2 T End new ditch construction, cut-bank, (PBaP2 – PBbP2, 265’).

Bc 135+48 P5 T Place 20 yards of 3" rock, at a depth of 6 inches compacted, to fill in low area.

Bd 136+72 P2 T1 Create “ditch-out”, drain to left side of road;

P2 T2 begin new ditch construction, left side of road.

Be 138+59 P5 T Create low water crossing with 6" river rock.

Bf 139+30 P5 T Begin placement of 20 yards of 3" rock, at a depth of 6 inches compacted, to fill in low area.

Bg 141+17 P5 T End placement of 20 yards of 3" rock to fill in low area. (214’)

Bh 150+30 P2 T Begin new ditch construction, right side of road.

P5 T Begin 3" rock placement at a depth of 6 inches compacted.

Bi 157+11 P2 T End new ditch construction, right side of road. (PBhP2 – PbiP2, 681’).

P3 T Install culvert.

Bj 164+80 P2 T Begin ditch clean-out, both sides of road (light).

P5 T End 3” rock placement. (PBhP5 – PBjP5, 1,450’).

Bk 167+67

P1 T End road brushing, both sides (light). (PXP1T2 – PBkP1, 10,378’).

P2 T End ditch clean-out, both sides of road (light). (PBjP2 – PBkP2, 574’).

P5 T End road rocking, ¾” – 0”. (PBaP5 – PBkP5, 3,614’).

P6 T End grading, road shaping, and compaction efforts. (PHP6 – PBkP6, 14,020’).

ROAD B

B-A 0+00

P2 T Begin slope to drain road construction.

P4 T1 Road Junction - Widen junction to 50-feet

P4 T2 Begin new road construction (reconstruct).

P6 T Begin grading, road shaping, and compaction efforts.

B-A1 5+24 P5 T Place 50 yards of pit-run through low area (lay, shape, compact).

B-B 6+60 P5 T Place 50 yards of pit-run rock on either side of drainage to shore up the shoulders on either side of road (lay shape and compact).

B-C 11+99 P5 T Place 50 yards of pit-run rock on either side of drainage to shore up the shoulders on either side of road (lay shape and compact).

B-D 12+41 P4 T

Begin following cut bank for up-hill road edge rather than existing trail to establish center-line. Re-establish, clean cut-bank, in this section.

P2 T Flatten/remove fill slope berms to drain road, where applicable.

B-E 23+45 P4 T1 Stop following existing trail as centerline. (PB-DP4 – PB-EP4, 1,104’).

P4 T2 Start following flag line at this point.

B-F 38+46

P2 T End slope to drain road construction. (PB-AP2 – PB-FP2, 3,119’).

P4 T End new road construction. (PB-AP2 – PB-FP2, 3,119’).

P6 T End grading, road shaping, and compaction efforts. (PB-AP2 – PB-FP2, 3,119’).

ROAD C

C-A 0+00

P2 T Begin slope to drain road construction.

P4 T Begin new road construction.

P6 T Begin grading, road shaping, and compaction efforts.

C-B 2+00

P2 T End slope to drain road construction. (200’)

P4 T End new road construction. (200’)

P6 T End grading, road shaping, and compaction efforts. (200’)

ROAD D

D-A 0+00

P2 T Begin slope to drain road construction.

P4 T Begin new road construction.

P6 T Begin grading, road shaping, and compaction efforts.

D-B 7+76

P2 T End slope to drain road construction. (776’)

P4 T End new road construction. (776’)

P6 T End grading, road shaping, and compaction efforts. (776’)

ROAD E

E-A 0+00

P2 T Begin slope to drain road construction.

P4 T Begin new road construction.

P6 T Begin grading, road shaping, and compaction efforts.

E-B 0+69 P4 T Junction/fork, construct accordingly.

E-C 4+58

P2 T End slope to drain road construction. (383’)

P4 T End new road construction. (383’)

P6 T End grading, road shaping, and compaction efforts. (383’)

E-D 5+11

P2 T End slope to drain road construction. (442’)

P4 T End new road construction. (442’)

P6 T End grading, road shaping, and compaction efforts. (442’)

ROAD F

F-A 0+00

P2 T Begin slope to drain road construction.

P4 T Begin new road construction.

P6 T Begin grading, road shaping, and compaction efforts.

F-B 7+76

P2 T End slope to drain road construction. (776’)

P4 T End new road construction. (776’)

P6 T End grading, road shaping, and compaction efforts. (776’)

ROAD G

G-A 0+00

P2 T Begin slope to drain road construction.

P4 T Begin new road construction.

P6 T Begin grading, road shaping, and compaction efforts.

G-B 5+49

P2 T End slope to drain road construction. (549’)

P4 T End new road construction. (549’)

P6 T End grading, road shaping, and compaction efforts. (549’)

ROAD H

H-A 0+00

P2 T Begin slope to drain road construction.

P4 T Begin new road construction.

P5 T Begin 3" rock placement at a depth of 6 inches compacted.

P6 T Begin grading, road shaping and compaction efforts

H-B 17+40

P2 T End slope to drain road construction. (1,740’)

P4 T End new road construction. (1,740’)

P5 T End 3" rock placement at a depth of 6 inches compacted

P6 T End grading, road shaping, and compaction efforts. (1,348’)

ROAD I

I-A 0+00

P2 T Begin slope to drain road construction.

P4 T Begin new road construction.

P6 T Begin grading, road shaping, and compaction efforts.

I-B 9+16

P2 T End slope to drain road construction. (916’)

P4 T End new road construction. (916’) Construct turn around

P6 T End grading, road shaping, and compaction efforts. (916’)