006-Willamette-BLM-StatementOfWorkPackage.pdf

ITEMS 1 - 4: WILLAMETTE NATIONAL FOREST AND EUGENE AND

SALEM BLM DESCRIPTION/SPECIFICATIONS/STATEMENT OF

WORK

SECTION 1—GENERAL

1.1 Scope of contract

The intent of the contract is for multiple awarded Contractors to provide for yearly road maintenance of Forest Service and Bureau of Land Management roads located on the Willamette, Umpqua, Rogue River-Siskiyou and Fremont-Winema National Forests, and the Salem and Eugene Districts of the BLM. This work includes furnishing labor, equipment, supervision, transportation, operating supplies, and all incidentals necessary to provide maintenance in accordance with drawings and specifications of the contract. Contractor may be required to perform work items simultaneously in various Zones if awarded more than one Zone. In addition, the contractor may be required to respond to emergency storm events which may consist of removing trees, debris, slides, and slough from drainage structures and/or traveled way to provide access to the forest.

The scope of work is not limited to the payment items identified herein. Other payment items within the overall scope of road maintenance may be added by contract modification if an agreeable price and performance time can be established. In the event requirements for work develop that are not pre-priced, the Government will provide a complete description of the specifications and payment items and request a unit price. If mutual agreement is reached on the pricing of additional payment items, they may be added to the contract at any time. If mutual agreement is not reached on proposed additional payment items, the Government reserves the right to contract for such work with others.

1.2 Location and Description

The location of the worksites, access to the areas, methods of work, size of each sub item, and other information pertinent to this contract are contained in the Vicinity and Project Maps, which shall be considered as part of the technical specifications.

A Vicinity Map is attached to this contract. Specific Project Location Maps shall be issued with each Purchase Order as necessary.

The attached road lists for each district are only a portion of all the roads on the forest; specific roads requiring work will be listed on each Task Order.

The Typical Drawings included with the specifications are representative of work required.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 1 of 70

1.3 Accessibility

1.3.1 Work areas may be reached by Forest roads that are accessible by a standard two-wheel drive pickup equipped with snow tires and chains, if needed, during normal operating seasons, unless otherwise indicated on Project Maps.

Vehicles shall not operate off system roads without prior written approval of the Contracting Officer.

1.3.2 Inaccessibility due to snow, fallen trees, slides or washouts on roads may or may not be corrected at the option of the Government. If road access is blocked, the Government may: (1) provide an alternate access route; (2) delete the inaccessible sub items (s) or; (3) substitute similar sub item(s).

1.3.3 Roads shown on unit maps indicate access to units and are not to suggest the roads are open within units or for any further travel.

1.3.4 Use of motorized equipment other than hand held equipment such as power saws and brush cutters will not be permitted off designated roads in the project area without approval of the Contracting Officer or as hereinafter provided.

1.3.5 No vehicle shall by-pass any officially blocked road (barriers, locked gates, posted signs, rock/log/dirt, etc.) without approval of the Contracting Officer.

SECTION 2--DEFINITIONS

Refer to attached specification 800-F1.

SECTION 3--GOVERNMENT FURNISHED PROPERTY, MATERIALS, SERVICES

The Government may provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.

Spot Surfacing – See Section 813 Spot Surfacing Publications:

EM 7100-15 - Standards for Forest Service Signs and Posters, 1071 2812P - Forest Service Sign Installation Guide.

(available at http://www.fs.fed.us/t-d/php/tdc_search.php?category=Program&srchword=5)

SECTION 4--CONTRACTOR FURNISHED CRITICAL ITEMS/SERVICES

Equipment as required to complete the work according to the attached specifications.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 2 of 70 http://www.fs.fed.us/t-d/php/tdc_search.php?category=Program&srchword=5 http://www.fs.fed.us/t-d/php/tdc_search.php?category=Program&srchword=5

Operating Permits (BLM Only) - Oregon State law requires a permit (Notification of Operation) to operate power driven machinery. This requirement applies to chainsaws and weed eaters. The Contractor shall obtain these permits and shall have them filled out prior to the start work date. Permits are available at the Oregon Department of Forestry Office in Salem, Oregon, or at other local Oregon Department of Forestry Offices.

SECTION 5--PERFORMANCE WORK STATEMENT TASKS AND CRITICAL

SUBTASKS

All work will be performed in accordance with the attached specifications.

SECTION 6--GOVERNMENT STANDARDS/STATE STANDARDS/TECHNICAL

EXHIBITS

001 Willamette National Forest Vicinity Map 002 Willamette National Forest and Eugene/Salem BLM Vicinity Map 003 Willamette National Forest Road List 004 Willamette National Forest and BLM Road Maintenance Specification List and Acceptable Quality Levels

SECTION 7--QUALITY/PERFORMANCE REQUIREMENTS SUMMARY

All work shall be in compliance with the attached Acceptable Quality Levels included with each section of the road maintenance specifications.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 3 of 70

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 4 of 70

VICINITY MAP: WILLAMETTE NATIONAL FOREST AND EUGENE/SALEM BLM

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 5 of 70

R.D. ID NAME BEGIN_TERMINI END_TERMINI BMP EMP LENGTH OP ML OBJ ML SUR

DE 1000000 BLOWOUT ROAD JCT HWY 22 5-WAY JCT 6.57 11.36 4.79 3 3 AGG

DE 1000000 BLOWOUT ROAD JCT HWY 22 5-WAY JCT 11.36 13.61 2.25 3 3 AC

DE 1000000 BLOWOUT ROAD JCT HWY 22 5-WAY JCT 13.61 20.15 6.54 3 3 AGG

DE 1000000 BLOWOUT ROAD JCT HWY 22 5-WAY JCT 0 6.57 6.57 4 4 AC

DE 1003000 TOM CREEK JCT 10 MP 0.8 JCT 2234 0 9.25 9.25 2 2 AGG

DE 1003000 TOM CREEK JCT 10 MP 0.8 JCT 2234 9.25 9.98 0.73 2 2 AC

DE 1011000 DIVIDE CREEK JCT 10 MP 11.07 JCT 1003 0 1.32 1.32 2 2 AGG

DE 1011000 DIVIDE CREEK JCT 10 MP 11.07 JCT 1003 2.68 4.93 2.25 2 2 AGG

DE 1012000 IVY CREEK JCT 10 MP 12.02 JCT 1133 0 6.045 6.045 2 2 AGG

DE 1013000 HAWKINS CREEK JCT 1011 MP 1.34 END 0 6.67 6.67 2 2 AGG

DE 1014000 PINNACLE PEAK JCT 10 MP 13.35 JCT 1133 . 0 5.81 5.81 2 2 AGG

DE 1100000 STRAIGHT CREEK ROAD CANAL CREEK BRIDGE JCT HWY 22 39.71 49.94 10.23 3 4 AC

DE 1133000 LITTLE MEADOWS RD JCT 11 JCT 11 10 17.341 7.341 2 3 AGG

DE 1161000 TRAPPERS BUTTE JCT 1164 MP 8.27 1100 0 6.335 6.335 2 2 AGG

DE 1162000 STRAIGHT CREEK ROAD JCT 1100 MP 18.52 JCT 1164 0 3.692 3.692 2 2 AGG

DE 1164000 FISHER POINT JCT 1100 MP 3.14 JCT 2266 0 7.34 7.34 2 2 AGG

DE 1168000 PARKETT LOOP JCT 1100 MP 1.42 JCT 1100 MP 4.19 0 1.84 1.84 2 2 AC

DE 1168000 PARKETT LOOP JCT 1100 MP 1.42 JCT 1100 MP 4.19 1.84 2.54 0.7 2 2 AC

DE 1168000 PARKETT LOOP JCT 1100 MP 1.42 JCT 1100 MP 4.19 2.54 5.93 3.39 2 2 AGG

DE 1168000 PARKETT LOOP JCT 1100 MP 1.42 JCT 1100 MP 4.19 5.93 9.86 3.93 2 2 AGG

DE 2200040 WOODPECKER RIDGE ROAD JCT HWY 22 MP 13.54 END 0 5.57 5.57 2 2 AGG

DE 2207000 CEDAR CREEK ROAD JCT 2223 JCT 2209 MP 1.37 0 14.23 14.23 2 2 AGG

DE 2207000 CEDAR CREEK ROAD JCT 2223 JCT 2209 MP 1.37 14.23 16.369 2.139 2 2 AGG

DE 2209000 ELKHORN ROAD JCT 2207 MP 16.26 END 0 5.7 5.7 3 3 AGG

DE 2212000 KINNEY CREEK ROAD JCT HWY 22 MP 5.87 JCT 1133 MP 10.20 0 0.5 0.5 3 3 AC

DE 2212000 KINNEY CREEK ROAD JCT HWY 22 MP 5.87 JCT 1133 MP 10.20 0.5 1.99 1.49 3 3 AC

DE 2212000 KINNEY CREEK ROAD JCT HWY 22 MP 5.87 JCT 1133 MP 10.20 1.99 7.85 5.86 3 3 AC

DE 2212000 KINNEY CREEK ROAD JCT HWY 22 MP 5.87 JCT 1133 MP 10.20 7.85 16.17 8.32 3 3 AGG

DE 2223000 FRENCH CREEK ROAD JCT HWY 22 MP 1.25 AT LANDING 4.17 10.94 6.77 2 2 AGG

DE 2223000 FRENCH CREEK ROAD JCT HWY 22 MP 1.25 AT LANDING 0 4.17 4.17 3 3 AC

DE 2223520 HALL'S RIDGE ROAD JCT 2223 MP 8.23 AT LANDING 0 5.66 5.66 2 2 AGG

DE 2225000 MARTEN BUTTE ROAD JCT 2223 MP 1.67 END 0 7.39 7.39 2 2 AGG

DE 2225000 MARTEN BUTTE ROAD JCT 2223 MP 1.67 END 7.39 9.39 2 2 2 IMP

DE 2231000 BOULDER RIDGE JCT HWY 22 MP 5.23 END 0 0.08 0.08 2 2 AC

DE 2231000 BOULDER RIDGE JCT HWY 22 MP 5.23 END 0.08 7.01 6.93 2 2 AC

DE 2231000 BOULDER RIDGE JCT HWY 22 MP 5.23 END 7.01 12.92 5.91 2 2 AGG

DE 2231000 BOULDER RIDGE JCT HWY 22 MP 5.23 END 12.92 13.54 0.62 3 3 AGG

DE 2231870 DEVIL CREEK ROAD JCT 2231 MP 11.76 END 5.65 7.33 1.68 1 2 AGG

DE 2231870 DEVIL CREEK ROAD JCT 2231 MP 11.76 END 0 5.65 5.65 2 2 AGG

DE 2233000 MCCOY_CREEK ROAD JCT HWY 22 MP 7.82 AT LANDING 4.19 6.45 2.26 2 2 AGG

DE 2233000 MCCOY_CREEK ROAD JCT HWY 22 MP 7.82 AT LANDING 6.45 11.6 5.15 2 2 AGG

DE 2233000 MCCOY_CREEK ROAD JCT HWY 22 MP 7.82 AT LANDING 0 4.19 4.19 3 3 AC

DE 2233515 BULL FROG JCT 2233 MP 5.36 JCT 810 0 2.19 2.19 2 2 AGG

DE 2234000 BRUNO MEADOWS HWY 22 AT MP 7.80 JCT HWY 22 MP 19.60 0 0.33 0.33 2 2 AC

DE 2234000 BRUNO MEADOWS HWY 22 AT MP 7.80 JCT HWY 22 MP 19.60 0.33 1.87 1.54 2 2 AC

DE 2234000 BRUNO MEADOWS HWY 22 AT MP 7.80 JCT HWY 22 MP 19.60 3.43 4.78 1.35 2 2 AC

DE 2234000 BRUNO MEADOWS HWY 22 AT MP 7.80 JCT HWY 22 MP 19.60 5.75 8.75 3 2 2 AC

DE 2234000 BRUNO MEADOWS HWY 22 AT MP 7.80 JCT HWY 22 MP 19.60 8.75 14.77 6.02 2 2 AGG

DE 2234000 BRUNO MEADOWS HWY 22 AT MP 7.80 JCT HWY 22 MP 19.60 14.77 15.68 0.91 2 2 AC

DE 2234100 COLD DECK JCT 2234 MP 0.10 JCT 2234 0 0.12 0.12 2 2 AGG

DE 2234100 COLD DECK JCT 2234 MP 0.10 JCT 2234 0.12 3.29 3.17 2 2 AGG

DE 2236000 UPPER HAWKINS JCT 1003 MP 9.48 END 5 WAY JCT 0 0.8 0.8 2 2 AC

DE 2236000 UPPER HAWKINS JCT 1003 MP 9.48 END 5 WAY JCT 0.8 8.09 7.29 2 2 AGG

DE 2242000 MARI-LINN ROAD JCT HWY 22 MP 11.40 END 0 4.1 4.1 2 2 AGG

DE 2243000 WHITEWATER ROAD JCT HWY 22 END 0 7.83 7.83 2 3 AGG

DE 2246000 PAMELIA CREEK ROAD JCT HWY 22 MP 13.98 END 0 2.9 2.9 3 3 AC

DE 2246000 PAMELIA CREEK ROAD JCT HWY 22 MP 13.98 END 2.9 3.76 0.86 3 3 AGG

DE 2253000 BINGHAM RIDGE ROAD JCT HWY 22 END 0 0.15 0.15 2 2 AC

DE 2253000 BINGHAM RIDGE ROAD JCT HWY 22 END 0.15 5.61 5.46 2 2 AGG

DE 2253000 BINGHAM RIDGE ROAD JCT HWY 22 END 5.61 6 0.39 2 2 NAT

DE 2255000 MARION CREEK ROAD JCT HWY 22 MP 18.11 END 0.75 4.66 3.91 2 3 AGG

DE 2255000 MARION CREEK ROAD JCT HWY 22 MP 18.11 END 0 0.75 0.75 3 3 AC

DE 2257000 HORN CREEK ROAD JCT HWY 22 JCT 2267 0 2.9 2.9 2 2 AC

DE 2257000 HORN CREEK ROAD JCT HWY 22 JCT 2267 2.9 4.82 1.92 2 2 AGG

Willamette National Forest - Detroit R.D. Example Roads

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 6 of 70

DE 2257000 HORN CREEK ROAD JCT HWY 22 JCT 2267 4.82 10.24 5.42 2 2 IMP

DE 2257000 HORN CREEK ROAD JCT HWY 22 JCT 2267 10.24 12.02 1.78 2 2 AC

DE 2261000 TWIN MEADOWS ROAD JCT HWY 22 MP 21.80 JCT 2261356 AND 2261536 3.79 5.26 1.47 2 2 AGG

DE 2261000 TWIN MEADOWS ROAD JCT HWY 22 MP 21.80 JCT 2261356 AND 2261536 0 3.79 3.79 3 3 AC

DE 2267000 BIG MEADOWS ROAD JCT HWY 22 END 0 0.9 0.9 3 3 AC

DE 2267000 BIG MEADOWS ROAD JCT HWY 22 END 0.9 2.7 1.8 3 3 AC

DE 2267000 BIG MEADOWS ROAD JCT HWY 22 END 2.7 3.29 0.59 3 3 AGG

DE 4600000 BREITENBUSH ROAD JCT HWY 22 MP 1.53 FOREST BOUNDARY 0 16.9 16.9 5 5 AC

DE 4685000 SOUTH BREITENBUSH ROAD JCT 46 MP 11.8 AT LANDING 0 0.2 0.2 2 3 AC

DE 4685000 SOUTH BREITENBUSH ROAD JCT 46 MP 11.8 AT LANDING 0.2 8.71 8.51 2 3 AGG

DE 4688000 MANSFIELD CREEK ROAD JCT 46 MP 10.83 END 0 6.73 6.73 2 2 AGG

DE 4695000 WIND CREEK JCT 46 MP 3.16 END 0 5.2 5.2 2 2 AGG

DE 4696000 EAST HUMBUG JCT 4600 MP 4.46 END 0 2.2 2.2 2 2 AC

DE 4696000 EAST HUMBUG JCT 4600 MP 4.46 END 2.2 10.21 8.01 2 2 AGG

DE 4697000 ELK LAKE ROAD JCT 4696 MP 0.79 END 0 4.6 4.6 2 2 AGG

DE 4697000 ELK LAKE ROAD JCT 4696 MP 0.79 END 4.6 6.7 2.1 2 2 IMP

DE 4698000 FOX CREEK RIDGE JCT 4696 MP 2.20 END 0 6.62 6.62 2 2 AGG

Willamette National Forest - Detroit R.D. Example Roads

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 7 of 70

SH 1100000 STRAIGHT CREEK ROAD CANAL CREEK BRIDGE JCT HWY 22 25.22 36.53 11.31 3 4 AC

SH 1100000 STRAIGHT CREEK ROAD CANAL CREEK BRIDGE JCT HWY 22 36.53 39.71 3.18 3 4 AC

SH 1106000 MID SANTIAM RD 1100 MP 28.27 0 13.7 13.7 2 2 AGG

SH 1106000 MID SANTIAM RD 1100 MP 28.27 13.7 20.85 7.15 2 2 AGG

SH 1106000 MID SANTIAM RD 1100 MP 28.27 20.85 27.4 6.55 2 2 AGG

SH 1106000 MID SANTIAM RD 1100 MP 28.27 27.4 28.27 0.87 2 2 AGG

SH 1110000 EAST HIGH DECK RD 1106 SEC 12 6.05 6.09 0.04 2 2 AGG

SH 1110000 EAST HIGH DECK RD 1106 SEC 12 0 1.27 1.27 2 2 IMP

SH 1110000 EAST HIGH DECK RD 1106 SEC 12 1.27 6.05 4.78 2 2 AGG

SH 1125000 BOULDER CREEK RD 1100 SEC 33 0 2.56 2.56 2 2 AC

SH 1125000 BOULDER CREEK RD 1100 SEC 33 2.56 4.86 2.3 2 2 IMP

SH 1125000 BOULDER CREEK RD 1100 SEC 33 4.86 6.54 1.68 2 2 AGG

SH 1131000 CANAL CREEK RD 11 SEC 1 0 2.64 2.64 2 2 AGG

SH 1131000 CANAL CREEK RD 11 SEC 1 2.64 6.67 4.03 2 2 AGG

SH 1131000 CANAL CREEK RD 11 SEC 1 6.67 7.29 0.62 2 2 IMP

SH 1133000 LITTLE MEADOWS RD 11 JCT 11 0 10 10 2 3 AGG

SH 1142000 MCQUADE CREEK RD 11 SEC 7 0 8.42 8.42 2 2 AGG

SH 1142000 MCQUADE CREEK RD 11 SEC 7 8.42 8.63 0.21 2 2 IMP

SH 1142000 MCQUADE CREEK RD 11 SEC 7 8.63 8.93 0.3 2 2 AGG

SH 1145000 GREEN MOUNTAIN RD 1133 SEC 25 0 1.36 1.36 2 2 AGG

SH 1152000 KNOB ROCK RD 11 11 0 8.21 8.21 2 2 AGG

SH 1155000 OPTIMIST RD 11 1133 0 4.85 4.85 2 2 AGG

SH 1500000 BLUE RIVER HWY 126 HWY 20 21.8 23.78 1.98 3 3 AGG

SH 1500000 BLUE RIVER HWY 126 HWY 20 23.78 26.62 2.84 3 3 AC

SH 1509000 BEAR PASS RD 1500000 mp 4.90 left 1500000 mp 21.3 left 13.1 16.61 3.51 2 2 IMP

SH 1509000 BEAR PASS RD 1500000 mp 4.90 left 1500000 mp 21.3 left 16.61 17.5 0.89 2 2 AGG

SH 1509000 BEAR PASS RD 1500000 mp 4.90 left 1500000 mp 21.3 left 17.5 25.58 8.08 3 3 AGG

SH 1598000 BROWDER CREEK RD 15 2672 0 9.1 9.1 2 3 AGG

SH 2022000 CANYON CREEK RD HWY 20 1509 9.09 15.56 6.47 2 2 AGG

SH 2022000 CANYON CREEK RD HWY 20 1509 0 9.09 9.09 3 3 AGG

SH 2024000 TWO GIRLS RD 2022 2032 0 6.52 6.52 2 2 AGG

SH 2025000 MOOSE CREEK RD 2027 SEC 24 0.26 3.782 3.522 2 2 AGG

SH 2025000 MOOSE CREEK RD 2027 SEC 24 0 0.26 0.26 3 3 AGG

SH 2026000 OWL CREEK ROAD 2022 2820 0 2.7 2.7 2 2 AGG

SH 2026000 OWL CREEK ROAD 2022 2820 2.7 13.49 10.79 2 2 AGG

SH 2026000 OWL CREEK ROAD 2022 2820 13.49 14.948 1.458 2 2 AGG

SH 2027000 MOOSE MOUNTAIN RD HWY 20 2041 0 0.18 0.18 2 2 AC

SH 2027000 MOOSE MOUNTAIN RD HWY 20 2041 0.18 6.85 6.67 2 2 AGG

SH 2027000 MOOSE MOUNTAIN RD HWY 20 2041 6.85 11.72 4.87 2 2 AGG

SH 2027000 MOOSE MOUNTAIN RD HWY 20 2041 11.72 14.03 2.31 2 2 AGG

SH 2027000 MOOSE MOUNTAIN RD HWY 20 2041 14.03 15.81 1.78 2 2 AGG

SH 2027000 MOOSE MOUNTAIN RD HWY 20 2041 15.81 17.063 1.253 2 2 AGG

SH 2032000 GORDON RD HWY 20 1509 0 1.67 1.67 3 3 AGG

SH 2032000 GORDON RD HWY 20 1509 1.67 11.15 9.48 3 3 AGG

SH 2032000 GORDON RD HWY 20 1509 11.15 13.88 2.73 3 3 AGG

SH 2032000 GORDON RD HWY 20 1509 13.88 14.81 0.93 3 3 AGG

SH 2041000 SODA FORK RD HWY 20 SEC * 0 12.18 12.18 3 3 AGG

SH 2041000 SODA FORK RD HWY 20 SEC * 12.18 13.85 1.67 3 3 AGG

SH 2041000 SODA FORK RD HWY 20 SEC * 13.85 14.53 0.68 3 3 AGG

SH 2044000 LATIWI CREEK RD HWY 20 MP 10.23 0 10.23 10.23 3 3 AGG

SH 2045000 HOLMAN CREEK RD 2043 SEC 35 PVT (7.83) 0 4.89 4.89 2 2 AGG

SH 2045000 HOLMAN CREEK RD 2043 SEC 35 PVT (7.83) 4.89 7.83 2.94 2 2 AGG

SH 2046000 THREE CREEK RD 2044 SEC 7 0 1.88 1.88 2 2 AGG

SH 2047000 SHEEP CREEK RD HWY 20 2266 0 12.16 12.16 2 2 AGG

SH 2047000 SHEEP CREEK RD HWY 20 2266 12.16 20.893 8.733 2 2 AGG

SH 2065000 TOAD CREEK RD HWY 20 SEC 30 0 1.55 1.55 2 2 AGG

SH 2065000 TOAD CREEK RD HWY 20 SEC 30 1.55 2.62 1.07 2 2 IMP

SH 2065000 TOAD CREEK RD HWY 20 SEC 30 2.62 2.87 0.25 2 1 IMP

SH 2065000 TOAD CREEK RD HWY 20 SEC 30 2.87 2.95 0.08 2 1 NAT

SH 2067000 LAVA LAKE RD HWY 20 HWY 22 4.94 7.834 2.894 2 2 AGG

SH 2067000 LAVA LAKE RD HWY 20 HWY 22 0 4.94 4.94 3 3 AC

SH 2266000 PARRISH LAKE ROAD HWY 22 MP 11.81 6.49 11.72 5.23 2 2 AGG

SH 2266000 PARRISH LAKE ROAD HWY 22 MP 11.81 0 3.25 3.25 3 3 AC

SH 2266000 PARRISH LAKE ROAD HWY 22 MP 11.81 3.25 6.49 3.24 3 3 AGG

Willamette National Forest - Sweet Home R.D. Example Roads

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 8 of 70

SH 2672000 HACKLEMAN CREEK HWY 126 HWY 20 3.13 3.14 0.01 2 2 AGG

SH 2672000 HACKLEMAN CREEK HWY 126 HWY 20 3.14 4.42 1.28 2 2 AGG

SH 2672000 HACKLEMAN CREEK HWY 126 HWY 20 4.42 4.5 0.08 2 2 AGG

SH 2672000 HACKLEMAN CREEK HWY 126 HWY 20 4.5 4.75 0.25 3 3 AC

SH 2820000 CALAPOOIA RD CO RD #759 SEC 32 0 16.79 16.79 2 2 AGG

SH 2820000 CALAPOOIA RD CO RD #759 SEC 32 16.79 23.14 6.35 2 2 AGG

SH 2820000 CALAPOOIA RD CO RD #759 SEC 32 23.14 24.51 1.37 2 2 AGG

SH 2820000 CALAPOOIA RD CO RD #759 SEC 32 24.51 24.82 0.31 2 1 NAT

Willamette National Forest - Sweet Home R.D. Example Roads

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 9 of 70

RD ID NAME BEGIN_TERMINI END_TERMINI BMP EMP LENGTH OP ML OBJ ML SUR

MR 1500000 BLUE RIVER HWY 126 HWY 20 16 21.8 5.8 2 3 AGG

MR 1500000 BLUE RIVER HWY 126 HWY 20 12.85 16 3.15 2 3 AGG

MR 1500000 BLUE RIVER HWY 126 HWY 20 4.9 12.85 7.95 4 4 AGG

MR 1500000 BLUE RIVER HWY 126 HWY 20 0 4.9 4.9 5 5 AC

MR 1500104 SADDLE DAM 1500105 SEC 22 0 3.4 3.4 2 2 AGG

MR 1500105 1500000 SEC 15 0.3 1.43 1.13 2 2 AGG

MR 1500105 1500000 SEC 15 0 0.3 0.3 2 2 AC

MR 1500120 WEST SIDE RESERVOIR 1500000 SEC 12 0.5 2.4 1.9 2 2 AGG

MR 1500120 WEST SIDE RESERVOIR 1500000 SEC 12 0 0.5 0.5 4 4 AC

MR 1500130 1500000 SEC 15 0.516 5.4 4.884 2 2 AGG

MR 1500130 1500000 SEC 15 0 0.2 0.2 4 4 AC

MR 1500130 1500000 SEC 15 0.2 0.516 0.316 4 4 AC

MR 1500132 1500130 SEC 31 0 0.226 0.226 4 4 AC

MR 1500500 ORE RIDGE 1500000 SEC 24 0 1.9 1.9 2 2 AGG

MR 1500502 1500500 SEC 20 0 1.58 1.58 2 2 AGG

MR 1500505 1500500 SEC 30 0 2.1 2.1 2 2 AGG

MR 1500520 COOK CREEK 1500000 SECTION 17 0 2.9 2.9 2 2 AGG

MR 1500520 COOK CREEK 1500000 SECTION 17 2.9 3 0.1 2 2 AGG

MR 1500612 1500000 SEC 36 0 1.5 1.5 2 2 AGG

MR 1500618 1500000 SEC 30 0 1.3 1.3 2 2 AGG

MR 1500700 RD 1500 SEC 16 0 5.5 5.5 2 2 AGG

MR 1500701 MP 0.65 1500700 SEC 5 0 0.25 0.25 2 2 IMP

MR 1500705 MP 2.2 1500700 SEC 16 0 4.8 4.8 2 2 AGG

MR 1500720 MP 1500700 SEC 21 0 1.4 1.4 2 2 AGG

MR 1501000 LOWER LOOKOUT 1500 2633 2.5 4.6 2.1 2 2 AGG

MR 1501000 LOWER LOOKOUT 1500 2633 0 2.5 2.5 2 2 AGG

MR 1506000 LOOKOUT CR. 1500000 1500700 1.9 21.917 20.017 2 2 AGG

MR 1506000 LOOKOUT CR. 1500000 1500700 0 1.9 1.9 4 4 AC

MR 1506320 MCRAE CREEK 1506000 SEC 14 0 0.8 0.8 2 2 AGG

MR 1506320 MCRAE CREEK 1506000 SEC 14 0.8 5.4 4.6 2 2 AGG

MR 1506350 CARPENTER PASS 1506000 SEC 7 0 6.55 6.55 2 2 AGG

MR 1506360 MACK CR. 1506000 SEC 25 0 4.051 4.051 2 2 AGG

MR 1507000 LOOKOUT RIDGE 1506000 SEC 6 0 9.1 9.1 2 2 AGG

MR 1508000 WEST CARPENTER 1506000 2650000 3.2 9.3 6.1 2 2 AGG

MR 1508000 WEST CARPENTER 1506000 2650000 0 3.2 3.2 2 2 AGG

MR 1508424 1508000 SEC 1 0 2 2 2 2 AGG

MR 1509000 BEAR PASS RD 1500000 mp 4.90 1500000 mp 21.3 6.4 13.1 6.7 2 2 AGG

MR 1509000 BEAR PASS RD 1500000 mp 4.90 1500000 mp 21.3 0 6.4 6.4 2 2 AGG

MR 1509826 1509000 mp 11.39 SEC 13 0 2.5 2.5 2 2 AGG

MR 1509877 1509000 mp 8.4 SEC 14 0 0.3 0.3 2 2 AGG

MR 1509881 1509877 mp 0.22 Tidbits trailhead 0 0.05 0.05 2 2 AGG

MR 1510000 BUCK MTN. 1509000 2820000 0 7.9 7.9 2 2 AGG

MR 1510610 1510000 SEC 11 0 1.4 1.4 2 2 AGG

MR 1510611 1510610 SEC 12 0 1.7 1.7 2 2 AGG

MR 1513000 QUENTIN CREEK 1500000 mp 8.5 1509000 mp 17.6 0 7.8 7.8 2 2 AGG

MR 1516000 TRAPPER CR. 1500000 mp 9.90 1509000 mp 20.08 0 7.4 7.4 2 2 AGG

MR 1517000 MANN CR. 1516000 2038000 0 4 4 2 2 AGG

MR 1900000 AUFDERHEIDE DRIVE ROAD HWY 126 31.8 57.8 26 5 5 AC

MR 1900361 BRUCKART BOAT LAUNCH Old hwy 126 Boat Launch 0 0.22 0.22 4 4 AC

MR 1900400 DELTA CAMPGROUND 1900000 SEC 23 0 1.748 1.748 4 4 AC

MR 1900408 LANGASHER 1900000 2618000 0 0.95 0.95 2 2 AGG

MR 1900408 LANGASHER 1900000 2618000 4.34 4.88 0.54 2 2 NAT

MR 1900408 LANGASHER 1900000 2618000 0.95 4.34 3.39 2 2 NAT

MR 1900410 POWERHOUSE RD 1900000 SEC 31 0 2.3 2.3 5 5 AC

MR 1900411 COUGAR CR. 1900410 SEC 34 0 5.9 5.9 2 2 AGG

MR 1900415 RUSH CREEK 1900000 SEC 31 0 2 2 2 2 AC

MR 1900415 RUSH CREEK 1900000 SEC 31 2 3.2 1.2 2 2 AGG

MR 1900416 HILL ROAD 1900415 1986000 0.943 1.5 0.557 2 2 AGG

MR 1900416 HILL ROAD 1900415 1986000 0 0.943 0.943 2 2 AGG

MR 1900421 CAMPGROUND 1900000 1900000 0 0.486 0.486 4 4 AC

MR 1900426 HOMESTEAD CAMPGROUND 1900000 SEC 23 0 0.261 0.261 3 3 AGG

MR 1900430 CHUCKSNEY RIDGE 1900000 SEC 36 0 3.7 3.7 2 2 AGG

MR 1900431 CHUCKSNEY CREEK 1900430 SEC 32 0 2.7 2.7 2 2 AGG

MR 1900440 CAMPGROUND 1900000 SEC 33 0 0.2 0.2 3 3 AGG

MR 1900448 CAMPGROUND 1900000 SEC 1 0 0.2 0.2 3 3 AGG

Willamette National Forest - McKenzie River R.D. Example Roads

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 10 of 70

MR 1900472 1900000 1900000 0 0.265 0.265 3 3 AC

MR 1900500 RESERVOIR 1900000 1994000 0.08 1.41 1.33 3 3 AGG

MR 1900500 RESERVOIR 1900000 1994000 0 0.08 0.08 3 3 AC

MR 1900505 SLIDE CR. CAMPGROUND 1900500 SEC 20 0 0.419 0.419 4 4 AGG

MR 1900556 1900000 1900000 0 0.2 0.2 3 2 AC

MR 1900822 1900000 SEC 32 0 0.1 0.1 3 3 AC

MR 1927000 AUGUSTA CREEK 1926 1900000 MP 41.8 11.1 17.3 6.2 2 2 AGG

MR 1927100 STARR CR. 1927000 SEC 21 0 5 5 2 2 AGG

MR 1927120 1927240 SEC 17 0 2.1 2.1 2 2 AGG

MR 1927200 LOON CR. 1927000 SEC 22 0 2.95 2.95 2 2 AGG

MR 1927240 1927000 SEC 21 0 9.3 9.3 2 2 AGG

MR 1927280 HIYU 1927000 SEC 12 0 6.5 6.5 2 2 AGG

MR 1958000 ROARING RIVER RIDGE 1900000 SEC 7 0 6.5 6.5 2 2 AGG

MR 1958305 1958000 SEC 30 0 4.28 4.28 2 2 AGG

MR 1958310 SKOOKUM FLAT 1958000 DIST BDRY 0 3 3 2 2 NAT

MR 1964000 ELK CR. 1900000 1964455 0 3.32 3.32 2 2 AGG

MR 1980000 HARDY CR. 1900000 2618000 3.55 7.781 4.231 2 2 AGG

MR 1980000 HARDY CR. 1900000 2618000 0 3.55 3.55 3 3 AGG

MR 1980230 HIDDEN LAKE 1980000 SEC 6 0 0.78 0.78 2 2 AGG

MR 1980231 1980230 1985000 0 3.1 3.1 2 2 NAT

MR 1980247 INDIAN RIDGE 1980000 SEC 19 0 2.8 2.8 2 2 AGG

MR 1980350 HARDY RIDGE 1980000 SEC 15 0 4.53 4.53 2 2 AGG

MR 1985000 GREEN MTN. 1900000 2618000 0 10.9 10.9 2 2 AGG

MR 1985160 INDIAN CR. 1985000 SEC 12 0 4.8 4.8 2 2 AGG

MR 1986000 RIDER CR. 1985000 FOREST BDR 0 7.7 7.7 2 2 AGG

MR 1993000 EAST FORK & WAPITI 1900000 2638 (HORSE CREEK) 18.1 19.4 1.3 2 2 AGG

MR 1993000 EAST FORK & WAPITI 1900000 2638 (HORSE CREEK) 14.4 18.1 3.7 2 2 AGG

MR 1993000 EAST FORK & WAPITI 1900000 2638 (HORSE CREEK) 2.4 14.4 12 2 2 AGG

MR 1993000 EAST FORK & WAPITI 1900000 2638 (HORSE CREEK) 19.4 34.4 15 3 3 AC

MR 1993000 EAST FORK & WAPITI 1900000 2638 (HORSE CREEK) 0 2.4 2.4 5 5 AC

MR 1994000 WALKER CR. 1993000 SEC 15 0 2.5 2.5 2 2 AGG

MR 1995000 LOWDER MTN. 1993000 SEC 10 0 4.478 4.478 2 2 AGG

MR 2600220 MCKENZIE CAMP 126 MCKENZIE CG 0 1.3 1.3 4 4 AC

MR 2600250 RD 2600705 SEC 15 0 0.421 0.421 3 3 AGG

MR 2600280 NORTH SIDE MCKENZIE 126 MP 4. 2.11 2.8 0.69 2 2 AGG

MR 2600280 NORTH SIDE MCKENZIE 126 MP 4. 3.7 4.3 0.6 2 2 AGG

MR 2600280 NORTH SIDE MCKENZIE 126 MP 4. 2.8 3.7 0.9 2 2 AGG

MR 2600292 RD 2600294 BUNKHOUSE 0 0.1 0.1 3 3 AGG

MR 2600293 2600294 POLE BARN 0 0.191 0.191 2 2 AGG

MR 2600300 PARADISE CAMP 126 2600300 0 1.95 1.95 4 4 AC

MR 2600700 OLLALLIE CAMP 126 SEC 13 TO OLLALIE CG 0 0.805 0.805 3 3 AC

MR 2600701 HWY 126 OLLALLIE CG 0 0.24 0.24 3 3 AC

MR 2600703 0 0.2 0.2 3 3 AC

MR 2600705 MCKENZIE DUMP RD 126 2633700 MCK DU 0 0.1 0.1 3 3 AGG

MR 2600730 SMITH RES DAM 126 SMITH 0.243 2.597 2.354 3 3 AC

MR 2600730 SMITH RES DAM 126 SMITH 0 0.243 0.243 4 4 AC

MR 2600731 2600732 TRAILBRIDGE RES 0 0.12 0.12 3 3 AGG

MR 2600732 CAMPGROUND 2600730 2600730 TRAIL 0 0.501 0.501 4 4 AGG

MR 2600750 CAMPGROUND 126 SEC 20 0 1.02 1.02 3 3 AGG

MR 2600759 126 2600760 0 0.196 0.196 4 4 AC

MR 2600760 KOOSAH FALLS 2600759 HWY 126 TOE OF FILL 0 0.3 0.3 4 4 AC

MR 2600761 RD 2600759 ICE CAP CG 0 0.3 0.3 4 4 AC

MR 2600762 126 SAHALIE FALLS 0 0.104 0.104 4 4 AC

MR 2600770 CAMPGROUND 126 COLD WATER COVE C 0 2.2 2.2 4 4 AC

MR 2600775 126 126 CLEAR LAKE RE 0 0.861 0.861 4 4 AC

MR 2600776 2600770 CLEAR LAKE 0 0.047 0.047 3 3 AC

MR 2600777 126 TR3507 & TR 3413 0 0.09 0.09 3 3 NAT

MR 2600780 FISH LAKE CAMP 126 126 FISH LAKE WOR 0 0.2 0.2 3 3 AGG

MR 2600780 FISH LAKE CAMP 126 126 FISH LAKE WOR 0.2 0.8 0.6 3 3 AGG

MR 2600782 RD 2600780 SEC 32 0 0.125 0.125 3 3 AGG

MR 2600830 POTATO HILL RD 2600000 SEC 24 0 1.7 1.7 2 2 AGG

MR 2600835 LOST LAKE CAMPGROUND 126 SEC 21 LOST LAKE 0 0.891 0.891 2 2 AGG

MR 2600845 SKYLINE PARKING RD 2600 PCT TRAILHEAD 0 0.524 0.524 5 5 AC

MR 2600893 126 2600893 SEC 23 0 0.3 0.3 3 3 AC

Willamette National Forest - McKenzie River R.D. Example Roads

Willamette National Forest - McKenzie River R.D. Example Roads

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 11 of 70

MR 2611000 MT. HAGEN HWY 126 2611090 0 6.3 6.3 2 2 AGG

MR 2618000 QUARTZ CREEK Hwy 126, Finn Rock 1927, Hiyu Pass 15.17 23.42 8.25 2 2 AGG

MR 2618000 QUARTZ CREEK Hwy 126, Finn Rock 1927, Hiyu Pass 8.34 15.17 6.83 2 2 AGG

MR 2618000 QUARTZ CREEK Hwy 126, Finn Rock 1927, Hiyu Pass 0 8.34 8.34 3 3 AGG

MR 2618307 2618305 SEC 18 0 4.3 4.3 2 2 AGG

MR 2618330 2618000 1832000 0 5.4 5.4 2 2 AGG

MR 2619000 WAGON WHEEL PASS 2618000 1832000 0 0.8 0.8 2 2 AGG

MR 2620107 CONE RD 2620000 SEC 18 0 2.5 2.5 2 2 AGG

MR 2620120 2620000 2620000 0.1 0.9 0.8 4 4 AGG

MR 2620125 LUCKY BOY MINE 2620000 SEC 9 1.72 2.09 0.37 2 2 AGG

MR 2620125 LUCKY BOY MINE 2620000 SEC 9 1.66 1.72 0.06 2 2 AC

MR 2620126 NORTH FORK QUARTZ 2620125 SEC 3 0 5.4 5.4 2 2 AGG

MR 2620130 2620000 SEC 17 0.3 3.1 2.8 2 2 AGG

MR 2620130 2620000 SEC 17 0 0.3 0.3 4 4 AC

MR 2633000 MILL CR. 126 SEC 2 3.6 10.332 6.732 2 2 AGG

MR 2633000 MILL CR. 126 SEC 2 0.641 3.6 2.959 2 3 AGG

MR 2633000 MILL CR. 126 SEC 2 0.2 0.641 0.441 3 3 AGG

MR 2633700 DRY GULCH RD 2633 JCT 2633706 0 3.2 3.2 2 2 AGG

MR 2638000 HORSE CREEK ROAD 126 SEC 25 10.2 14.1 3.9 2 2 AGG

MR 2638000 HORSE CREEK ROAD 126 SEC 25 4.26 10.2 5.94 2 2 AGG

MR 2638345 OLD FOLEY RIDGE 2638 2643410 0 0.23 0.23 2 2 AGG

MR 2638356 HIDDEN VALLEY 2638 1993 0 5.1 5.1 2 2 AGG

MR 2639122 RD 2639 KINGS CASTLE TH 0 0.1 0.1 3 3 AGG

MR 2639480 O'LEARY RD 2639000 SEC 28 0 3.8 3.8 2 2 AGG

MR 2643000 FOLEY RIDGE 126 FOLEY RIDGE 7.7 11.6 3.9 2 2 AGG

MR 2643000 FOLEY RIDGE 126 FOLEY RIDGE 0 7.7 7.7 4 4 AC

MR 2643410 RD 2643000 2638345 0 2.7 2.7 2 2 AGG

MR 2643480 RAINBOW CR. 2643 MP8.2 SEC 32 NW SEC 28 0 1.5 1.5 2 2 AGG

MR 2647000 CUPOLA 126 RD 2649 0 6.4 6.4 2 2 AGG

MR 2647000 CUPOLA 126 RD 2649 6.4 6.8 0.4 2 2 AGG

MR 2647000 CUPOLA 126 RD 2649 6.8 8.8 2 2 2 AGG

MR 2649000 SCOTT CR. 2600 2649 4.7 10 5.3 2 2 AGG

MR 2649000 SCOTT CR. 2600 2649 10 15.1 5.1 3 3 AGG

MR 2649000 SCOTT CR. 2600 2649 0 4.7 4.7 3 3 AGG

MR 2649620 DICK CR. 2649 MP 3.2 2647 MP 5 0 1.2 1.2 2 2 AGG

MR 2650000 126 1506625 0 3.6 3.6 2 2 AGG

MR 2653000 BOULDER CR. RD 2600000 RD 2649000 3 7.8 4.8 2 2 AGG

MR 2653000 BOULDER CR. RD 2600000 RD 2649000 0 3 3 3 3 AGG

MR 2653720 NORWEGIAN CR. 2653 2657 0 3.2 3.2 2 2 AGG

MR 2654000 DEER CREEK 2600 1500 1 6.3 5.3 2 2 AGG

MR 2654000 DEER CREEK 2600 1500 6.3 10.3 4 2 2 AGG

MR 2654000 DEER CREEK 2600 1500 0 1 1 5 5 AC

MR 2655000 FRITZ WILDCAT RD 2654 RD 1500 0 11.8 11.8 2 2 AGG

MR 2655510 BUNCHGRASS RD 2655 SEC 26 0 3.8 3.8 2 2 AGG

MR 2656000 BLUE RIVER-DEER CR. TIE 2654 1500700 0 1.1 1.1 2 2 AGG

MR 2657000 OLALLIE CR. HWY 126 RD 2653 0 3.2 3.2 2 3 AGG

MR 2657000 OLALLIE CR. HWY 126 RD 2653 3.2 5.8 2.6 2 3 AGG

MR 2657830 BUNCH GRASS RIDGE RD 2657000 RD 2664000 0 5.9 5.9 2 2 AGG

MR 2657840 ANDERSON CR. 2657 SEC 10 0 2.6 2.6 2 2 AGG

MR 2664000 ROBINSON LAKE HWY 126 SEC 3 DEER BU 0 4.5 4.5 2 3 AGG

MR 2664515 KINK CR. RD 2664000 2657830 0 0.9 0.9 2 2 AGG

MR 2672000 HACKLEMAN CREEK HWY 126 HWY 20 0 3.13 3.13 2 3 AGG

MR 2672655 EAST SMITH 2672 2600730 0 7.8 7.8 2 2 AGG

MR 2676000 ENO HWY 126 HWY 20 0 5.9 5.9 2 2 AGG

MR 2676000 ENO HWY 126 HWY 20 5.9 6.1 0.2 3 3 AGG

MR 2690000 BIG LAKE HWY 20 BIG LAKE SEC 1 1.38 4.1 2.72 5 5 AC

MR 2690000 BIG LAKE HWY 20 BIG LAKE SEC 1 0 1.38 1.38 5 5 AC

MR 2690810 SAND MOUNTAIN 2690 TOP SAND MTN 0 5.63 5.63 2 2 NAT

MR 2690811 OLD SANTIAM 2690 FOREST BOUNDARY 0.4 1.2 0.8 2 2 NAT

MR 2690811 OLD SANTIAM 2690 FOREST BOUNDARY 0 0.4 0.4 3 3 NAT

MR 2690814 2690806 2600890 1.28 2.5 1.22 2 2 NAT

MR 2690814 2690806 2600890 0 1.28 1.28 2 2 NAT

MR 2690824 2690815 2690815 0 0.1 0.1 4 4 AC

MR 2690890 2690 SEC 2 0 3.1 3.1 2 2 NAT

MR 4200260 SCOTT LAKE HWY 242 SEC 34 SCOTT 0 0.95 0.95 3 3 AGG

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 12 of 70

MF 1800000 FALL CREEK JCT COUNTY 6240 0.00 20.69 20.69 5 5 AC

MF 1800000 FALL CREEK 20.69 23.98 3.29 3 3 AGG

MF 1800000 FALL CREEK 1846 23.98 29.13 5.15 2 2 AGG

MF 1802000 WINBERRY JCT COUNTY 6245 0.00 9.10 9.10 3 3 AC

MF 1802000 WINBERRY 1912 9.10 24.70 15.60 2 2 AGG

MF 1816000 TIMBER BUTTE FH 18 1821 0.00 8.95 8.95 2 2 AGG

MF 1816170 N/A 1816 1821 0.00 3.49 3.49 2 2 AGG

MF 1821000 ANDY CREEK FH 18 1802 0.00 6.32 6.32 2 2 AGG

MF 1821196 N/A 1821 1824 0.00 2.64 2.64 2 2 AGG

MF 1900000 AUFDERHEIDE DRIVE WESTFIR COUNTY RD BOX CANYON GUARD STA 0.00 31.92 31.92 5 5 AC

MF 1912000 ALPINE RIDGE FH 19 1846 0.00 22.51 22.51 2 2 AGG

MF 1926000 CAMP 5 FH 19 0.00 3.10 3.10 3 3 AC

MF 1926000 CAMP 5 1846 3.10 11.70 8.60 2 2 AGG

MF 1940000 N/A FH 19 1929 0.00 7.00 7.00 2 2 AGG

MF 2100000 RIGDON ROAD JCT COUNTY 6178 2154 0.00 31.90 31.90 5 5 AC

MF 2102000 LARISON ROCK FH 21 5850 0.00 9.70 9.70 3 3 AC

MF 2127000 BEAR BONES FH 21 0.00 0.30 0.30 3 3 AC

MF 2127000 BEARBONES 5850 0.30 4.00 3.70 2 2 AGG

MF 2136000 STALEY CREEK 2134 2154 0.00 12.20 12.20 2 2 AGG

MF 2307000 LITTLE WILLOW CREEK 2308 2118 0.00 11.70 11.70 2 2 AGG

MF 5877000 WARNER CREEK STATE HWY 58 5871 0.00 9.28 9.28 2 2 AGG

MF 5884000 BEAMER RANCH STATE HWY 58 END OF ROAD 0.00 9.41 9.41 2 2 AGG

Willamette National Forest - Middle Fork R.D. Example Roads

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 13 of 70

SPECIAL PROJECT SPECIFICATION (01/15)

800-F1 DEFINITIONS AND ABREVIATIONS

800.01 Definitions

Wherever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

1. Agreed or Approved - Official agreement or approval by use of a written document issued by the Government. Agreements also require signature of Service Provider's Representative and are dated.

2. Base course - The layer or layers of material placed on a subbase or a subgrade to support a surface course. (See Illustration of Road Maintenance Terms.)

3. Berm - A curb or dike that controls roadway runoff water, or delineates traffic direction.

4. Catch Basin. The area immediately adjacent to inlet invert of the culvert.

5. Channel. A natural waterway leading into or away from a culvert or bridge.

6. Culvert. Any structure that provides a passageway, drain, or waterway under a road or embankment.

7. Lead-off ditch. A ditch used to remove water from roadside drainage ditches, the roadway, cattleguards, or drainage structures such as culverts and drainage dips.

8. Ditch. A relatively long narrow excavation placed to collect or disperse water.

9. Rolling dip. A drainage structure placed within the roadbed surface to form a uniform depression that allows routine passage of vehicles while diverting water from the traveled way.

10. Drainage ditch. A ditch located parallel to and abutting the roadbed.

11. Drainage structure. A term identifying manufactured devices placed to control water movements.

12. Drawings. Illustrations showing details of required work.

13. Equipment. All machinery, operating supplies and tools necessary for the proper performance and acceptable completion of the work.

14. Excess Material. Material from the roadway in excess to that needed for maintenance of roadway.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 14 of 70

15. Foreslope. The slope of the ditch section nearest to the traveled way.

16. Grade. The vertical alignment of the top surface of the road.

17. Highway Vehicles. Vehicles such as, passenger cars and high clearance vehicles.

18. High Clearance Vehicles. Vehicles such as, pickups, 4x4s, and log trucks.

19. Materials. Any substances specified for use in the performance of the work.

20. Measurement. The process of identifying the dimensions, quantity, or capacity of an item..

21. Nominal Dimensions or Weights. The numerical values shown on the drawings or in the specifications as measurements for the work.

22. Original Contract Quantities. Those estimated quantities shown in the Schedule of Items as awarded.

23. Patching. Minor repairs.

24. Paved Surface or Pavement. Denotes asphalt, concrete, or other stabilized materials excluding natural aggregates. Dust palliative treatments are not considered as pavement.

25. Right-of-Way. A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private Lands), or (2) real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

26. Roadbed. The portion of a road between the intersection of the subgrade and side slopes, excluding that portion of the ditch below the subgrade.

27. Road Listing. A preliminary listing of road locations and any established work priorities.

28. Schedule of Items. A schedule in the contract that contains a listing and description of maintenance items, quantities, units of measure, methods of measurement, unit price, and amount.

29. Shoulder. The portion of the roadway continuous to the traveled way for accommodation of stopped vehicles, emergency use, and lateral support of travel way structure.

30. Slough or Slide. Material deposited on the roadway that may need to be repositioned or removed.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 15 of 70

31. Slump. A localized portion of the roadbed that has slipped, or otherwise become lower than the adjacent roadbed, and constitutes a hazard to traffic.

32. Standard Specifications. Specifications for all divisions of work.

33. Subgrade. Top surface of roadbed upon which the pavement structure, shoulders, and curbs are constructed.

34. Traveled Way. The portion of the roadway designated for the movement of vehicles, exclusive of shoulders but including turnouts and curve widening.

35. Turnouts. A short auxiliary lane on a one-lane road provided for passage of meeting vehicles.

36. Unit of Measure. The unit and fractions of units shown in the Schedule of Items.

37. Unsuitable Material. Material removed during maintenance, which must be disposed of in designated locations. Includes material with substantial amounts of vegetation or other objectionable material.

38. Water-bar. A deeper type ditch placed across the roadbed to remove water from the roadbed surface, which is not intended for standard passenger vehicles; usually placed diagonal to the centerline.

39. Work Schedule. The Service Provider's current schedule for work progression.

40. DBH. Tree diameter at breast height.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 16 of 70

800.02 Abbreviations

Whenever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

(Reference to a specific standard or specification shall mean the latest addition or amendment thereto in effect on date of Invitation for Bids.)

AASHTO – American Association of State Highway and Transportation Officials.

ASTM – American Society for Testing and Materials.

EPA – Environmental Protection Agency.

FAR – Federal Acquisition Regulation System.

FED SPEC – Federal Specifications.

MUTCD – Manual of Uniform Traffic Control Devices.

NBS – National Bureau of Standards.

OSHA – Occupational Safety and Health Act.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 17 of 70

Illustration of Road Maintenance Terms.

R ig ht of

W ay

R oa ds id e R oa ds id e

C le ar in g W id th

R oa dw ay

C le ar in g Li m it

X Y

G ro un d

Li ne

Tr av el ed

W ay C L

B er m S ur fa ce C ou rs e B as e

C ou rs e

Fi ll

S lo pe

B ac k S lo pe

D ra in ag e D itc h

G ro un d

Li ne

S ub gr ad e

R oa d B ed

S ha pe s an d di m en si on s w ill va ry to fi t l oc al c on di tio ns

S ee d ra w in gs fo r t yp ic al s ec tio ns

X a nd Y d en ot e cl ea rin g ou ts id e of ro ad w ay

N ot e:

Right - of - Way Line

Right - of - Way Line

Clearing Limit

Shoulder

Shoulder

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 18 of 70

SPECIAL PROJECT SPECIFICATION (12/11)

801-F1 QUANTITY MEASUREMENT TERMS

801.01 Measurement Terms

1. U.S. Customary Units of measure are used in conjunction with these specifications.

2. The methods of measurement and computation will be those necessary to accurately determine the quantities of materials furnished and work performed.

3. All items, which are measured by the feet, will be measured parallel to its longitudinal centerline, unless otherwise shown on the drawings.

4. Miles will, in the absence of known distances from existing plans or surveys, be determined by the Government using a calibrated survey odometer or equal substitute operated on the traveled way at or parallel to road centerline.

5. The term "ton" means 2000 pounds. Trucks used to haul material measured by truck weight shall be weighed empty at least once daily, and each truck shall bear a plainly legible identification mark. Weigh tickets furnished by the Contractor from certified scales will be used to determine weight measurements.

6. Materials measured by the cubic yard in the hauling vehicle shall be measured therein at the point of delivery. Vehicles may be of any size or type, provided that the box is of such shape that the actual volume may be readily and accurately determined. The exception is spot rock surfacing which is measured as compacted in place.

7. The term "lump sum" when used in the Schedule of Items means the complete unit as required by or described in the contract.

8. Measurement will be made of each item or unit of work, as shown in the

Schedule of Items, completed and accepted in accordance with the contract provisions, specifications, and drawings.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 19 of 70

807-F1 EQUIPMENT RENTAL

807.01 Service Required

Furnishing and operating equipment for normal road maintenance.

This section also establishes the basis for the Government to obtain contractors personnel and equipment during a storm, flood or similar emergency when designated on the ROAD LISTING, SHOWN ON THE PLANS, or ordered by the Contracting Officer as EMERGENCY EQUIPMENT RENTAL. Emergency equipment ordered under this section shall be made available at the work site no more than 48 hours after issuance of written order.

807.02 Performance Standards

A. Equipment will be weed free before it is used on National Forest System lands.

B. Make equipment available for inspection and approval before use.

Equipment under this Section shall be provided with a fully qualified operator.

C. Minimum Equipment Specifications:

Excavator:

The excavator shall be a track-mounted hydraulic backhoe Caterpillar 322B or equivalent, which meets the following specifications:

i. Minimum operating weight of 50,000 pounds.

ii. Minimum flywheel horsepower of 150 hp.

iii. Minimum track width of 32” and minimum overall track length of 15’.

iv. Minimum reach at ground level of 30 horizontal feet.

v. 360 degree rotation working ability (stationary tracts).

vi. Include a 24” excavation bucket, with rock teeth.

vii. Include an additional 30”+ muck bucket, with a smooth digging edge

(no teeth).

viii. Fully operational hydraulic “thumb” attachment.

ix. Equipped with hydraulic quick disconnects for installation of buckets and attachment(s).

x. Minimum age 20 years.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 20 of 70

Backhoe:

The loader backhoe shall be a wheel-mounted hydraulic backhoe Case 580SN or equivalent, which meets the following specifications:

i. Minimum operating weight of 16,000 pounds.

ii. Minimum flywheel horsepower of 95 hp.

iii. Minimum wheel track length of 7’.

iv. Minimum reach at ground level of 15 horizontal feet.

v. Minimum Loader Bucket capacity of 1 CY.

vi. Include an excavation bucket, industry standard for size of equipment, with rock teeth.

vii. Fully operational hydraulic “thumb” attachment.

viii. Minimum age 20 years.

Bulldozer:

The bulldozer shall be a track-mounted tractor Caterpillar D5K2 or equivalent, which meets the following minimum specifications:

i. Flywheel horsepower of 100 hp

ii. Operating weight of 20,000.

iii. Minimum track width of 20”, minimum ground contact area of 3,500 square inches, and a maximum ground pressure of 4.5 pounds per square inches.

iv. Power angle and tilt blade with minimum capacity of 2.5 cubic yards.

v. Minimum age 20 years.

Motor Grader:

The motor grader shall be a Caterpillar 120H or equivalent, which meets the following specifications:

i. Minimum operating weight of 25,000 pounds.

ii. Minimum flywheel horsepower of 140 hp.

iii. Minimum wheelbase shall be 19 feet. Wheelbase is the distance from front axle to mid tandem.

iv. Maximum length shall be 35 feet. Length from the front of the front tire to the rear of the machine.

v. Maximum width shall be 8 feet 4 inches. Maximum width shall not exceed the greater of either the distance from the outside of the rear tires or the outside of the front tires.

vi. Maximum height shall be 11 feet. Maximum shall be the height from ground to top of the cab.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 21 of 70

vii. Minimum nine (9) tooth scarifier, mounted forward of moldboard assembly, with a minimum working width 46 in and maximum digging depth of 11-1/2 in.

viii. Minimum age of 20 years.

Vibratory Steel Wheel Compactor (Single Drum, Smooth):

The single drum, smooth, vibratory steel wheel compactor shall be a Caterpillar CS-533E or equivalent, which meets the following specifications:

i. Minimum operating weight of 20,000 pounds.

ii. Minimum centrifugal force of 25,000 pounds.

iii. Minimum flywheel horsepower of 100 hp.

iv. Equipped with amplitude and frequency controls.

v. Double Drum acceptable upon approval by Contracting Officer.

Dump Truck:

The 10-12 cubic yard capacity dump truck shall meet the following specifications:

i. Heavy duty dump bed.

ii. Dual rear axles.

iii. Minimum age of 25 years.

807.03 Location of Work

Location of work is as specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.

807.04 Measurement

A. The accepted quantities will be paid at the established hourly rate, rounded to the nearest half (1/2) hour, that the equipment is in operation.

B. Non-operable equipment or equipment dependent on another piece of non-operable equipment will not be paid for.

C. Hours of operation shall be the same as for the Service Provider’s regular work shift, unless otherwise directed in writing by the Contracting Officer.

D. Moving of equipment shall be paid at the established hourly rate.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 22 of 70

807.05 Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 807 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

PAY ITEM PAY UNIT

807(1) Equipment Rental, Excavator Hour 807(2) Equipment Rental, Backhoe Hour 807(3) Equipment Rental, Dozer Hour 807(4) Equipment Rental, Grader Hour 807(5) Equipment Rental, Compactor Hour 807(6) Equipment Rental, Dump Truck Hour

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 23 of 70

807.06 Acceptable Quality Levels

Description Major Minor Allowable

Defects Required Action Defect Defect Major Minor Major Minor

Weed free equipment Equipment not weed free. N/A 0 N/A Equipment rejected until it can be made weed free N/A

Maintenance of Equipment

Equipment not capable of operating at least 90% of the time N/A 0 N/A Replace defective equipment N/A

Equipment meets all state and federal regulations

Does not meet state and federal regulations N/A 0 N/A

Bring equipment up to state and federal regulations or replace equipment

N/A

Equipment leaks

Equipment leaks in sensitive areas or leaks that are large and not typically inherent in the specific equipment

Small leaks inherent in the specific type equipment 0 N/A

Replace equipment and restore affected site as directed by the Contracting Officer

Place absorbent pads under equipment when not operating.

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent. N/A 0 N/A

Stop equipment operation until a fully trained, qualified, and competent operator is available. Repair any damage done by incompetent operator as directed by the Contracting Officer

N/A

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 24 of 70

808-F1 WORK AREA MANAGEMENT (01/15/15) 1

808-F1 WORK AREA MANAGEMENT

808.01

Contractor requirements for traffic control and equipment requirements in work areas.

808.02

A. Traffic Conditions - Unless otherwise provided in the SPECIAL PROJECT SPECIFICATIONS, roads are open to traffic with not more than fifteen (15) minutes maximum delay time.

B. A plan for satisfactory handling of traffic, approved by the Government, is required prior to initiating or performing work which interferes with use of traveled roadways.

C. Traffic Control Devices

i. Provide signs and other devices complying with National Standards as contained in Part VI of the Manual of Uniform Traffic Control Devices (MUTCD). Provide traffic control for occupied work areas that is in accordance with these specifications. All signs and devices remain the property of the Contractor.

ii. Keep traffic devices current with maintenance operation and remove upon completion.

iii. Use warning signs to control traffic approaching the work area from either direction and also from side accesses having standard Government rectangular or trapezoidal-shaped route markers with horizontal numbering.

iv. Required signs may be mounted on portable or temporary mountings.

Use standard MUTCD shapes, colors, sizes, and legends.

v. Mark hazards incidental to the work within or on the traveled way, shoulders, or turnouts with hazard identification markers, illuminated beacons, and other MUTCD devices to safely guide road users through the area. Mark work segments not completed on a daily basis appropriately for night travel. Obtain authorization before commencing work at night.

vi. Advisory speed plates may be used to control traffic through the work area.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 25 of 70

808-F1 WORK AREA MANAGEMENT (01/15/15) 2

D. Flaggers - Provide properly equipped, trained and certified, flag person(s) where the traffic is required to stop before proceeding. Stop traffic in locations which provide width enough for passage of traffic and reasonable protection for vehicles. When flag control is used, advance warning signs are required.

E. Contractor's Equipment

i. Equip all vehicles and machinery operating on or from the traveled way or road shoulder with flashing lights, strobes, or rotary beacons operated continuously while work is in progress. Use truck headlights at all times while operating. Backup horns are required on all self-propelled equipment in excess of 5 tons gross weight.

ii. Park vehicles and machinery not currently used in the maintenance operation off the traveled way at approved locations to minimize interference with normal use.

808.03

Location of work is as specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.

808.04

A. Work Area Management (Flaggers not included):

i. No separate measurement or payment will be made for meeting requirements of this Section. All work and materials are incidental to other paid work in this contract.

B. Flaggers:

i. The accepted quantities will be paid at the established hourly rate, rounded to the nearest half (1/2) hour, that the flaggers are in operation.

ii. A single flagger shall be considered one laborer and all incidentals required for a single flagger operation. Dual flaggers shall be considered two laborers and all incidentals required for a dual flagger operation.

iii. Flagger support vehicles and flagging equipment shall be considered incidental to the established hourly rate.

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 26 of 70

808-F1 WORK AREA MANAGEMENT (01/15/15) 3

iv. Hours of operation shall be the same as for the Service Provider’s regular work shift, unless otherwise directed in writing by the Contracting Officer.

v. Moving of flagging operating stations during work operations shall be paid at the established hourly rate.

808.05 Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 808 pay items listed in the schedule of items. Payment will be full compensation for the flagging work prescribed in this Section.

PAY ITEM PAY UNIT

808(1) Single Flagger Operation Hour 808(2) Dual Flagger Operation Hour

Road Maintenance IDIQ AG-04R4-S-15-0003 Attachment 6: Willamette and BLM Package 27 of 70

811-F1 SURFACE MAINTENANCE

811.01

Smooth and shape native or aggregate surfaced roads including traveled way, shoulders, turnouts, and intersections. Reshape or recondition ditches, water bars, and drain dips.

When roller comapaction is required, a minimum of an 7-10 ton vibratory roller will be operated over the full width of the roadway for a minimum of 3 complete passes over the full width until there is no visible evidence of consolidation. One pass is defined as operating the vibratory roller from the point where blading begins to the point where blading ends. Adjust the moisture content to a level suitable for compaction.

811.02

Maintenance Level 2-4 Roads

A road surface is maintained to…