Common use of SPECIFICATION TABLES AND DRAWINGS Clause in Contracts

SPECIFICATION TABLES AND DRAWINGS. GENERAL SPECIFICATIONS GRASS SEEDING SPECIFICATIONS GRAVEL AND END HAUL FILL MATERIAL SPECIFICATIONS CLEAR LIMITS AND TYPICAL CROSS SECTIONS CLEAR LIMIT DEFINITIONS FOR EXISTING ROADS STANDARD DRAIN DIP FOR SINGLE LANE ROAD SLASH FILTER WINDROW CULVERT INSTALLATION REQUIREMENTS Minimum Curve Radius: Switchbacks: 50 Feet Common excavation: Angular Rock: 1:1 3/4:1 Curves: As marked on the Solid Rock: 1/4:1 ground Maximum tolerance: plus 15% minus 0% ROAD GRADE MAXIMUM FILL SLOPE RATIO Favorable: 12% Common material: 1-1/2:1 Adverse: 8% Angular rock: 1-1/3:1 Grades as shown in the Road Log Maximum tolerance: plus 15% minus 0% Width: Depth: 3 feet 1 foot Length: Width: 75 feet 7 feet Located as shown in the Road Log or as directed by the Forest Officer Located by Purchaser and approved by the Forest Officer. Spacing will be intervisible as topography allows. Tangents: 14 feet 16 feet (radius over 75 feet) 20 feet (radius under 75 feet) 22 feet Tangents: 1foot Curves and all fills over 6 feet height: 2 feet. Curves: Dimensions: large enough to safely turn around a long wheel base 2-wheel-drive pickup. Switchbacks: Location: at or near the end of all dead end roads as approved by the Forest Officer. Slough widening: (in addition to usable road surface) A. SEED REQUIREMENTS: The Purchaser shall furnish certified noxious weed-free, pure live seed mixture(s) and fertilizer in the amounts shown in Table B-2. Total pounds mixed seed is pure live seed, corrected for germination and purity. Germination and purity tests must have been conducted within the last 6 months prior to delivery. Purchaser shall furnish documentation of germination and purity tests to the Forest Officer prior to application. B. APPLICATION REQUIREMENTS: 1. Fertilizer and seed may be applied with a hand spreader or power blower, which adjusts to distribute seed evenly at the specified rate while limiting application to the desired area. Seed and fertilizer shall be applied separately. Mixing of seed and fertilizer is prohibited. 2. Seed and fertilizer shall be applied as listed in the following tables. In the event weather conditions or time of year are not conducive for successful seed establishment, the Forest Officer may require a different application schedule from the ones stated. 3. Application estimates are approximate figures only to be used for estimating purposes. SEEDING CONCURRENT WITH ROAD CONSTRUCTION Areas shown in this table shall be seeded and fertilized concurrent with initial road construction according to the following schedule: Cut slopes shall be seeded within 7 calendar days of the day that each segment of cut slope is rough shaped with the dozer or excavator. A cut slope segment is defined as one day's work regardless of the amount of work accomplished or the length of the cut slope. Even if the driving portion of the road is not shaped, graded or drivable, cut slope seeding is still required. FILL SLOPES, DITCHES, SHOULDERS OF THE ROAD AND OTHER DISTURBED AREAS SHALL BE SEEDED WITHIN 15 CALENDAR DAYS AFTER COMPLETION OF EACH ROAD SEGMENT. Road Name Length Seed pounds per acre Fertilizer pounds per acre Acres 00-0 Xxxx 1,820 ft 0.8 00-0 Xxxx 000 ft 0.2 20 lbs 250 lbs 36-8 Road 590 ft 0.3 36-13 Road 1,740 ft 0.8 36-14 Road 3,365 ft 1.5 Total Pounds Mixed Seed: 106 Total Pounds Fertilizer: 1325 Road Name Length Seed pounds per acre Fertilizer pounds per acre Acres 00-0 Xxxx 3,640 ft 1.7 36-9 Temp 1,120 ft 20 lbs 250lbs 1.0 Total Pounds Mixed Seed: 228 Total Pounds Fertilizer: 2850 GRAVEL AND ROCK SPECIFICATIONS Material Specifications 3/4" minus crushed gravel Crushed gravel. Well graded. Fine fraction (minus 200 sieve) not to exceed 15% Pit run gravel Native gravel, well graded, with binder, compactable and not containing any rocks over 4" diameter. Drain rock 1"- 3" diameter, screened clean rock. General Large Rock Requirements Stone shall be hard, durable, angular in shape, resistant to weathering and weather action, and free from overburden, soil, and organic matter. Stone must be hard enough so pieces do not fracture or break during the loading, hauling, or placement activities. Neither breadth nor thickness of stone shall be less than one-third its length. Rounded stone or boulders from a streambed will not be accepted unless authorized by the State. Rock armor Large rock with most sizes ranging from 6" to 12" diameter, used to armor fill slopes and catch basins. Talus rock Large rock of variable sizes used as load-bearing fill or drainage rock in soft areas or French drains, as approved by Forest Officer. Energy dissipators Large rock 18-24” diameter placed in streams at culvert outlets. 1. The person conducting the burn shall obtain written authorization from the recognized fire protection agency before igniting any open fire during the legal forest fire season (required by 00-00-000 MCA). The recognized fire protection agency may deny, restrict, or rescind any authorization by notifying the person conducting the burn. 2. All burning must comply with the Department of Environmental Quality or State/county/local open burning regulations. 3. Written authorization is not required for campfires. 1. Campfires cannot be left unattended and must be completely extinguished (see 00-00-000 MCA). 2. All campfires must be constructed in cleared or bare areas, and not allowed to spread beyond the established ring, pit, grate, or container. 3. Anyone igniting a campfire is required to have fire tools listed in Rule VIII (4).

SPECIFICATION TABLES AND DRAWINGS. GENERAL SPECIFICATIONS GRASS SEEDING SPECIFICATIONS GRAVEL AND END HAUL FILL MATERIAL SPECIFICATIONS CLEAR LIMITS AND TYPICAL CROSS SECTIONS CLEAR LIMIT DEFINITIONS FOR EXISTING ROADS STANDARD DRAIN DIP FOR SINGLE LANE ROAD SLASH FILTER WINDROW CULVERT INSTALLATION REQUIREMENTS STREAM CROSSING & WET SITE CULVERT INSTALLATION RUBBER FLAPPER WATER DIVERTERS WARNING SIGN SPECIFICATIONS Minimum Curve Radius: Switchbacks: 50 Feet Common excavation: Angular Rock: 1:1 3/4:1 Curves: As marked on the Solid Rock: 1/4:1 ground Maximum tolerance: plus 15% minus 0% ROAD GRADE MAXIMUM FILL SLOPE RATIO Favorable: 12% Common material: 1-1/2:1 Adverse: 8% Angular rock: 1-1/3:1 Grades as shown in the Road Log Maximum tolerance: plus 15% minus 0% Width: Depth: 3 feet 1 foot Length: Width: 75 feet 7 feet Located as shown in the Road Log or as directed by the Forest Officer Located by Purchaser and approved by the Forest Officer. Spacing will be intervisible as topography allows. Tangents: 14 feet 16 feet (radius over 75 feet) 20 feet (radius under 75 feet) 22 feet Tangents: 1foot Curves and all fills over 6 feet height: 2 feet. Curves: Dimensions: large enough to safely turn around a long wheel base 2-wheel-drive pickup. Switchbacks: Location: at or near the end of all dead end roads as approved by the Forest Officer. Slough widening: (in addition to usable road surface) A. SEED REQUIREMENTS: The Purchaser shall furnish certified noxious weed-free, pure live seed mixture(s) and fertilizer in the amounts shown in Table B-2. Total pounds mixed seed is pure live seed, corrected for germination and purity. Germination and purity tests must have been conducted within the last 6 months prior to delivery. Purchaser shall furnish documentation of germination and purity tests to the Forest Officer prior to application. B. APPLICATION REQUIREMENTS: 1. Fertilizer and seed may be applied with a hand spreader or power blower, which adjusts to distribute seed evenly at the specified rate while limiting application to the desired area. Seed and fertilizer shall be applied separately. Mixing of seed and fertilizer is prohibited. 2. Seed and fertilizer shall be applied as listed in the following tables. In the event weather conditions or time of year are not conducive for successful seed establishment, the Forest Officer may require a different application schedule from the ones stated. 3. Application estimates are approximate figures only to be used for estimating purposes. SEEDING CONCURRENT WITH ROAD CONSTRUCTION Areas shown in this table shall be seeded and fertilized concurrent with initial road construction according to the following schedule: Cut slopes shall be seeded within 7 calendar days of the day that each segment of cut slope is rough shaped with the dozer or excavator. A cut slope segment is defined as one day's work regardless of the amount of work accomplished or the length of the cut slope. Even if the driving portion of the road is not shaped, graded or drivable, cut slope seeding is still required. FILL SLOPES, DITCHES, SHOULDERS OF THE ROAD AND OTHER DISTURBED AREAS SHALL BE SEEDED WITHIN 15 CALENDAR DAYS AFTER COMPLETION OF EACH ROAD SEGMENT. Road Name Length (miles) Seed pounds per acre Fertilizer pounds per acre Acres 00-0 Xxxx 1,820 ft 0.8 00-0 Xxxx 000 ft 0.2 Northwest Passage New Construction Lazy Swift Unit Road 0.3 3.1 20 lbs 250 lbs 36-8 Road 590 ft 0.3 36-13 Road 1,740 ft 0.8 36-14 Road 3,365 ft 1.5 N/A 0.6 6 Total Pounds Mixed Seed: 106 354 Total Pounds Fertilizer: 1325 N/A Road Name Length (miles) Seed pounds per acre Fertilizer pounds per acre Acres 00-0 Xxxx 3,640 ft 1.7 36-9 Temp 1,120 ft Northwest Passage Road 5.6 8.1 Northwest Passage New Construction Lazy Swift Unit Road 0.3 3.1 20 lbs 250lbs 1.0 N/A 0.5 5 Total Pounds Mixed Seed: 228 300 (Miles) Total Pounds Fertilizer: 2850 N/A GRAVEL AND ROCK SPECIFICATIONS Material Specifications 3/4" minus crushed gravel Crushed gravel. Well graded. Fine fraction (minus 200 sieve) not to exceed 15% Pit run gravel Native gravel, well graded, with binder, compactable and not containing any rocks over 4" diameter. Drain rock 1"- 3" diameter, screened clean rock. General Large Rock Requirements Stone shall be hard, durable, angular in shape, resistant to weathering and weather action, and free from overburden, soil, and organic matter. Stone must be hard enough so pieces do not fracture or break during the loading, hauling, or placement activities. Neither breadth nor thickness of stone shall be less than one-third its length. Rounded stone or boulders from a streambed will not be accepted unless authorized by the State. Rock armor Large rock with most sizes ranging from 6" to 12" diameter, used to armor fill slopes and catch basins. Talus rock Large rock of variable sizes used as load-bearing fill or drainage rock in soft areas or French drains, as approved by Forest Officer. Energy dissipators dissipaters Large rock 18-24” diameter placed in streams at culvert outlets. 1. The person conducting the burn shall obtain written authorization from the recognized fire protection agency before igniting any open fire during the legal forest fire season (required by 00-00-000 MCA). The recognized fire protection agency may deny, restrict, or rescind any authorization by notifying the person conducting the burn. 2. All burning must comply with the Department of Environmental Quality or State/county/local open burning regulations. 3. Written authorization is not required for campfires. 1. Campfires cannot be left unattended and must be completely extinguished (see 00-00-000 MCA). 2. All campfires must be constructed in cleared or bare areas, and not allowed to spread beyond the established ring, pit, grate, or container. 3. Anyone igniting a campfire is required to have fire tools listed in Rule VIII (4).

SPECIFICATION TABLES AND DRAWINGS. GENERAL SPECIFICATIONS GRASS SEEDING SPECIFICATIONS GRAVEL AND END HAUL FILL MATERIAL SPECIFICATIONS CLEAR LIMITS AND TYPICAL CROSS SECTIONS CLEAR LIMIT DEFINITIONS FOR EXISTING ROADS STANDARD DRAIN DIP FOR SINGLE LANE ROAD SLASH FILTER WINDROW CULVERT INSTALLATION REQUIREMENTS STREAM CROSSING & WET SITE CULVERT INSTALLATION SWITCHBACK REQUIREMENTS & SPECIFICATIONS ALIGNMENT Minimum Curve Radius: Switchbacks: 50 Feet Common excavation: Angular Rock: 1:1 3/4:1 Curves: As marked on the ground CUT SLOPE RATIO Common excavation: 1:1 Angular Rock: 3/4:1 Solid Rock: 1/4:1 ground Maximum tolerance: plus 15% minus 0% ROAD GRADE MAXIMUM FILL SLOPE RATIO Favorable: 12% Common material: 1-1/2:1 Adverse: 8% Angular rock: 1-1/3:1 Grades as shown in the Road Log FILL SLOPE RATIO Common material: 1-1/2:1 Angular rock: 1-1/3:1 Maximum tolerance: plus 15% minus 0% DITCHES Width: Depth: 3 feet Depth: 1 foot Length: Width: 75 feet 7 feet Located as shown in the Road Log or as directed by the Forest Officer TURNOUTS Length: 75 feet Width: 7 feet Located by Purchaser and approved by the Forest Officer. Spacing will be intervisible as topography allows. Tangents: 14 feet Curves: 16 feet (radius over 75 feet) 20 feet (radius under 75 feet) Switchbacks: 22 feet Tangents: 1foot Curves and all fills over 6 feet height: 2 feet. Curves: Dimensions: large enough to safely turn around a long wheel base 2-wheel-drive pickup. Switchbacks: Location: at or near the end of all dead end roads as approved by the Forest Officer. Slough widening: Tangents: 1foot (in addition to usable road Curves and all fills surface) A. SEED REQUIREMENTS) over 6 feet height: The Purchaser shall furnish certified noxious weed-free, pure live seed mixture(s) and fertilizer in the amounts shown in Table B-2. Total pounds mixed seed is pure live seed, corrected for germination and purity. Germination and purity tests must have been conducted within the last 6 months prior to delivery. Purchaser shall furnish documentation of germination and purity tests to the Forest Officer prior to application2 feet. B. APPLICATION REQUIREMENTS: 1. Fertilizer and seed may be applied with a hand spreader or power blower, which adjusts to distribute seed evenly at the specified rate while limiting application to the desired area. Seed and fertilizer shall be applied separately. Mixing of seed and fertilizer is prohibited. 2. Seed and fertilizer shall be applied as listed in the following tables. In the event weather conditions or time of year are not conducive for successful seed establishment, the Forest Officer may require a different application schedule from the ones stated. 3. Application estimates are approximate figures only to be used for estimating purposes. SEEDING CONCURRENT WITH ROAD CONSTRUCTION Areas shown in this table shall be seeded and fertilized concurrent with initial road construction according to the following schedule: Cut slopes shall be seeded within 7 calendar days of the day that each segment of cut slope is rough shaped with the dozer or excavator. A cut slope segment is defined as one day's work regardless of the amount of work accomplished or the length of the cut slope. Even if the driving portion of the road is not shaped, graded or drivable, cut slope seeding is still required. FILL SLOPES, DITCHES, SHOULDERS OF THE ROAD AND OTHER DISTURBED AREAS SHALL BE SEEDED WITHIN 15 CALENDAR DAYS AFTER COMPLETION OF EACH ROAD SEGMENT. Road Name Length Seed pounds per acre Fertilizer pounds per acre Acres 00-0 Xxxx 1,820 ft 0.8 00-0 Xxxx 000 ft 0.2 20 lbs 250 lbs 36-8 Road 590 ft 0.3 36-13 Road 1,740 ft 0.8 36-14 Road 3,365 ft 1.5 Total Pounds Mixed Seed: 106 Total Pounds Fertilizer: 1325 Road Name Length Seed pounds per acre Fertilizer pounds per acre Acres 00-0 Xxxx 3,640 ft 1.7 36-9 Temp 1,120 ft 20 lbs 250lbs 1.0 Total Pounds Mixed Seed: 228 Total Pounds Fertilizer: 2850 GRAVEL AND ROCK SPECIFICATIONS Material Specifications 3/4" minus crushed gravel Crushed gravel. Well graded. Fine fraction (minus 200 sieve) not to exceed 15% Pit run gravel Native gravel, well graded, with binder, compactable and not containing any rocks over 4" diameter. Drain rock 1"- 3" diameter, screened clean rock. General Large Rock Requirements Stone shall be hard, durable, angular in shape, resistant to weathering and weather action, and free from overburden, soil, and organic matter. Stone must be hard enough so pieces do not fracture or break during the loading, hauling, or placement activities. Neither breadth nor thickness of stone shall be less than one-third its length. Rounded stone or boulders from a streambed will not be accepted unless authorized by the State. Rock armor Large rock with most sizes ranging from 6" to 12" diameter, used to armor fill slopes and catch basins. Talus rock Large rock of variable sizes used as load-bearing fill or drainage rock in soft areas or French drains, as approved by Forest Officer. Energy dissipators Large rock 18-24” diameter placed in streams at culvert outlets. 1. The person conducting the burn shall obtain written authorization from the recognized fire protection agency before igniting any open fire during the legal forest fire season (required by 00-00-000 MCA). The recognized fire protection agency may deny, restrict, or rescind any authorization by notifying the person conducting the burn. 2. All burning must comply with the Department of Environmental Quality or State/county/local open burning regulations. 3. Written authorization is not required for campfires. 1. Campfires cannot be left unattended and must be completely extinguished (see 00-00-000 MCA). 2. All campfires must be constructed in cleared or bare areas, and not allowed to spread beyond the established ring, pit, grate, or container. 3. Anyone igniting a campfire is required to have fire tools listed in Rule VIII (4).

SPECIFICATION TABLES AND DRAWINGS. GENERAL SPECIFICATIONS GRASS SEEDING SPECIFICATIONS GRAVEL AND END HAUL FILL MATERIAL SPECIFICATIONS CLEAR LIMITS AND TYPICAL CROSS SECTIONS CLEAR LIMIT DEFINITIONS FOR EXISTING ROADS STANDARD DRAIN DIP FOR SINGLE LANE ROAD SLASH FILTER WINDROW CULVERT INSTALLATION REQUIREMENTS RUBBER FLAPPER WATER DIVERTERS HIGHWAY SAFETY SIGNS WARNING SIGN SPECIFICATIONS Minimum Curve Radius: Switchbacks: 50 Feet Common excavation: Angular Rock: 1:1 3/4:1 Curves: As marked on the ground Common excavation: 1:1 Angular Rock: 3/4:1 Solid Rock: 1/4:1 ground Maximum tolerance: plus 15% minus 0% ROAD GRADE MAXIMUM FILL SLOPE RATIO Favorable: 12% Common material: 1-1/2:1 Adverse: 8% Angular rock: 1-1/3:1 Grades as shown in the Road Log FILL SLOPE RATIO Common material: 1-1/2:1 Angular rock: 1-1/3:1 Maximum tolerance: plus 15% minus 0% DITCHES Width: Depth: 3 feet Depth: 1 foot Length: Width: 75 feet 7 feet Located as shown in the Road Log or as directed by the Forest Officer TURNOUTS Length: 75 feet Width: 7 feet Located by Purchaser and approved by the Forest Officer. Spacing will be intervisible as topography allows. USABLE ROAD SURFACE Tangents: 14 feet Curves: 16 feet (radius over 75 feet) 20 feet (radius under 75 feet) Switchbacks: 22 feet Slough widening: Tangents: 1foot (in addition to usable road Curves and all fills surface) over 6 feet height: 2 feet. Curves: TURNAROUNDS Dimensions: large enough to safely turn around a long wheel base 2-wheel-drive pickup. Switchbacks: Location: at or near the end of all dead end roads as approved by the Forest Officer. Slough widening: (in addition to usable road surface) A. SEED REQUIREMENTS: The Purchaser shall furnish certified noxious weed-free, pure live seed mixture(s) and fertilizer in the amounts shown in Table B-2. Total pounds mixed seed is pure live seed, corrected for germination and purity. Germination and purity tests must have been conducted within the last 6 months prior to delivery. Purchaser shall furnish documentation of germination and purity tests to the Forest Officer prior to application. B. APPLICATION REQUIREMENTS: 1. Fertilizer and seed may be applied with a hand spreader or power blower, which adjusts to distribute seed evenly at the specified rate while limiting application to the desired area. Seed and fertilizer shall be applied separately. Mixing of seed and fertilizer is prohibited. 2. Seed and fertilizer shall be applied as listed in the following tables. In the event weather conditions or time of year are not conducive for successful seed establishment, the Forest Officer may require a different application schedule from the ones stated. 3. Application estimates are approximate figures only to be used for estimating purposes. SEEDING CONCURRENT WITH ROAD CONSTRUCTION Areas shown in this table shall be seeded and fertilized concurrent with initial road construction according to the following schedule: Cut slopes shall be seeded within 7 calendar days of the day that each segment of cut slope is rough shaped with the dozer or excavator. A cut slope segment is defined as one day's work regardless of the amount of work accomplished or the length of the cut slope. Even if the driving portion of the road is not shaped, graded or drivable, cut slope seeding is still required. FILL SLOPES, DITCHES, SHOULDERS OF THE ROAD AND OTHER DISTURBED AREAS SHALL BE SEEDED WITHIN 15 CALENDAR DAYS AFTER COMPLETION OF EACH ROAD SEGMENT. Road Name Length Seed pounds per acre Fertilizer pounds per acre Acres 00-0 Xxxx 1,820 ft 0.8 00-0 Xxxx 000 ft 0.2 20 lbs 250 lbs 36-8 Road 590 ft 0.3 36-13 Road 1,740 ft 0.8 36-14 Road 3,365 ft 1.5 Total Pounds Mixed Seed: 106 Total Pounds Fertilizer: 1325 Road Name Length Seed pounds per acre Fertilizer pounds per acre Acres 00-0 Xxxx 3,640 ft 1.7 36-9 Temp 1,120 ft 20 lbs 250lbs 1.0 Total Pounds Mixed Seed: 228 Total Pounds Fertilizer: 2850 GRAVEL AND ROCK SPECIFICATIONS Material Specifications 3/4" minus crushed gravel Crushed gravel. Well graded. Fine fraction (minus 200 sieve) not to exceed 15% Pit run gravel Native gravel, well graded, with binder, compactable and not containing any rocks over 4" diameter. Drain rock 1"- 3" diameter, screened clean rock. General Large Rock Requirements Stone shall be hard, durable, angular in shape, resistant to weathering and weather action, and free from overburden, soil, and organic matter. Stone must be hard enough so pieces do not fracture or break during the loading, hauling, or placement activities. Neither breadth nor thickness of stone shall be less than one-third its length. Rounded stone or boulders from a streambed will not be accepted unless authorized by the State. Rock armor Large rock with most sizes ranging from 6" to 12" diameter, used to armor fill slopes and catch basins. Talus rock Large rock of variable sizes used as load-bearing fill or drainage rock in soft areas or French drains, as approved by Forest Officer. Energy dissipators Large rock 18-24” diameter placed in streams at culvert outlets. 1. The person conducting the burn shall obtain written authorization from the recognized fire protection agency before igniting any open fire during the legal forest fire season (required by 00-00-000 MCA). The recognized fire protection agency may deny, restrict, or rescind any authorization by notifying the person conducting the burn. 2. All burning must comply with the Department of Environmental Quality or State/county/local open burning regulations. 3. Written authorization is not required for campfires. 1. Campfires cannot be left unattended and must be completely extinguished (see 00-00-000 MCA). 2. All campfires must be constructed in cleared or bare areas, and not allowed to spread beyond the established ring, pit, grate, or container. 3. Anyone igniting a campfire is required to have fire tools listed in Rule VIII (4).