Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met.
Termination of Use or End of Season. ▪ At the conclusion of logging operations, ensure all conditions of these specifications have been met. DRAFT ▪ Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets.
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets. Do not undercut backslope Keep clear of obstructions G1 CL B1 R Turnout Detail L = 50' H = 10' T = 25' D S W SECTION VIEW PRE HAUL MAINTENANCE = P ROAD NAME START STATION END STATION CONSTRUCTION CLASS FULL BENCH TOLERANCE CLASS SUBGRADE WIDTH (S) ROAD WIDTH (R) INSLOPE "/10' OUTSLOPE "/10' CROWN " AT XX XXXXX WIDTH (W) DITCH DEPTH (D) DITCH 2 SIDES GRUBBING CUT BANK (G1 GRUBBING FILL TOE (G2) ROAD CUT CLEARING (B1) ROAD FILL CLEARING (B2) R/W CUT CLEARING (C1) R/W FILL CLEARING (C2) E354420A 0+00 338+30 P C 14' 12' subgrade shape varies E354417K 0+00 26+17 C C 14' 12' 4 3 3 10 10 E354408L 0+00 22+32 C C 14' 12' 4 3 3 10 10 E354416L 0+00 11+29 R C 14' 12' 4 3 3 10 10 E354416K 0+00 32+79 C C 14' 12' 4 3 3 10 10 DATE: 8-12-2020 *Optional Page One of One DRAWN BY: RK Application No.: 30-101610 Name of Sale: Firecracker Date: 8/12/2020 CULVERT & DRAINAGE LIST Road Name Station CULVERT LENGTH RIPRAP Ditch Staked Rolling Dip Notes Diameter (in) Gauge Skew (deg) Culvert (ft) Downspout Flume Inlet C.Y. Outlet C.Y. Catchbasin E354420A 0+00 to 338+30 Reshape or install rolling dips. 95 9,13,14 E354417F 0+00 to 107+04 Reshape or install rolling dips. 27 9,13,14 E354417K 0+00 to 26+17 Install rolling dips. 9,14 9+80 18 16 34 1/4 1/4 1,2,3,10,11 E354408L 0+00 to 22+32 Install rolling dips. 9,14 6+66 18 16 34 1/4 1/4 1,2,3,10,11 18+14 18 16 34 1/4 1/4 1,2,3,10,11 E354416L 0+00 to 11+29 Reshape or install rolling dips. 9,14 8+73 18 16 34 1/4 1/4 1,2,3,10,11 10+54 18 16 34 1/4 1/4 1,2,3,10,11 E354416K 0+00 to 32+79 Install rolling dips. 5 9,13,14 Two additional 18"x34' CMP culverts to be installed at location to be determined by the Contract Administrator Additional Rolling Dips shall be installed at the discretion of the Contract Administrator * Optional
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. DRAFT Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. DRAFT 10‘ 10‘ DRAFT SUMMARY Road Development Estimate REGION Pacific Cascade DISTRICT St Helens SALE/PROJECT NAME Finale AGREEMENT NO. 30-106590 ROAD NAME 5980, 5981, 5982, 5983 DRAFT ROAD STANDARD Construction Reconstruction Maintenance NUMBER OF STATIONS 57+04 0+00 356+03 CLEARING & GRUBBING $ 11,099 $ - $ - EXCAVATION AND FILL $ 31,707 $ - $ - MISC. MAINTENANCE $ 1,272 $ - $ 14,312 ROAD ROCK Optional $ 239,842 Required $ - Total $ 239,842 $ 39,398 $ 39,398 ROCK STOCKPILE PROD $ - $ - $ - CULVERTS AND FLUMES $ 11,553 $ - $ - STRUCTURES $ - $ - $ - MOBILIZATION $ 2,500 $ - $ 2,500 TOTAL COSTS $ 297,973 $ - $ 56,209 COST PER STATION $ 5,224 $ - $ 157.88 ROAD DEACTIVATION & ABANDONMENT COSTS $ - ESTIMATED BY Xxxxx Xxxxxxxx SALE/PROJECT NAME Finale CONTRACT # 30-106590 ASSUMED COMMERCIAL SOURCE Naselle Rock ASSUMED ROCK SWELL FACTOR LOOSE/COMPACTED 1.25 ASSUMED ROCK DENSITY TONS/CY 1.3 ASSUMED HOT MIX ASPHALT DENSITY TONS/CY 2.0 Grass seeding $ 3.64 per pound x 100 DRAFT MISCELLANEOUS TOTAL $ 364 DRAFT MOBILIZATION SALE/PROJECT NAME Finale CONTRACT # 30-106590 MOBILIZATION Grader $ 1,000 each x 1 $ 1,000 Dozer, small $ 500 each x 1 $ 500 Dozer, large $ 1,000 each x 1 $ 1,000 Brusher $ 500 each x 1 $ 500 Excavator, small $ 500 each x 1 $ 500 Excavator, large $ 1,000 each x 1 $ 1,000 Roller $ 500 each x 1 $ 500 MOBILIZATION TOTAL $ 5,000 SALE/PROJECT NAME Finale CONTRACT # 30-106590 ROAD NAME 4900 Required pre-haul maintenance (stations) 69+54 Distance to Naselle Rock (miles) 8.3
Termination of Use or End of Season. ▪ At the conclusion of logging operations, ensure all conditions of these specifications have been met. DRAFT ▪ Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. DRAFT ROCK ACCOUNTABILITY DETAIL SALE NAME: Purchaser: Agreement #: Contractor: DRAFT Rock Quarry/Pit: Truck No: DAILY ROCK LOAD RECORD DATE LOAD TIME ROAD NO. TYPE OF ROCK QUANTITY COMMENTS Truck Driver Signature SIGNATURE DATE
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets. Keep clear of obstructions LT-05 GRAVEL PIT DEVELOPMENT PLAN OVERBURDEN OVERSIZE STATE LANDS APPROXIMATE LOCATION OF PROPERTY LINE PRIVATE OWNERSHIP £ SEE SECTION 6-12 FOR PIT DEVELOPMENT SPECIFICATIONS Feet 0 100 CONTRACT # 095882 PROJECT CUMBERLAND SHEET 25 OF 25 PIT FACE LT-05 CLEARED EDGE LT-ML PIT FACE TO BE DEVELOPED SUMMARY - Road Development Costs REGION: NW DISTRICT: Clear Lake SALE/PROJECT NAME: CUMBERLAND CONTRACT #: 95882 ROAD NUMBERS: XX-00 XX-XX, XX-00 XXXX STANDARD: Construction Reconstruction Pre-Haul Maintenance NUMBER OF STATIONS: 0.00 68.25 375.77 CLEARING & GRUBBING: $0 $12,480 $0 EXCAVATION & FILL: $0 $2,070 $0 MISC. MAINTENANCE: $0 $0 $0 ROAD ROCK: $0 $109,003 $6,203 ROCK STOCKPILE PROD: $0 $0 $0 CULVERTS & FABRIC: $0 $9,280 $710 STRUCTURES: $0 $0 $0 MOBILIZATION: $0 $3,654 $536 TOTAL COSTS: $0 $136,486 $7,449 COST PER STATION: #DIV/0! $2,000 $20 ROAD DEACTIVATION & ABANDONMENT COSTS: $0 TOTAL (All Roads) = $143,935 SALE VOLUME MBF = 2500 TOTAL $/MBF = $57.57 Compiled by: X. Xxxxxx Date: 3/26/2018 CUMBERLAND VRH VDT Northwest Region SKAGIT TO W N S H I P ( S ) : X00X00X, X00X00X E L E VAT ION R GE : 2354-3695 > 0 500 1,000 Feet ~ ~ ~ > > > 121°58.8'W 121°58.5'W ]%4 121°58.2'W > > > > > > ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~U~ ~ > ~ ~ > ~ ~ ~ > > ~ ~ > ]%5 ~ ~ ~ ~ > > > > ~ ~ ]%5 > > ]%5 ~ ~ > ~ ~ ~ >
Termination of Use or End of Season. (1) Do maintenance work to minimize damage from the elements such as blading to insure correct runoff, ditch and culvert clearing and water bars.
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets. Do not undercut backslope Keep clear of obstructions File Name: SALE NAME: Q Coyote Bar Timber Sale CONTRACT NUMBER: 30-101463 PRE-HAUL MOBILIZATION: $ per # of Description Move Moves Sub-total Dump Trucks $125 8 $1,000.00 Grader $250 2 $500.00 Compactor $275 2 $550.00 Excavator $275 2 $550.00 Loader $275 2 $550.00 Total Pre-Haul Mobilization = $3,150.00 POST-HAUL MOBILIZATION: $ per # of Description Move Moves Sub-total Dump Trucks $125 $0.00 Compactor $275 $0.00 Grader $250 $0.00 Excavator $275 2 $550.00 Dozer (D5) $275 2 $550.00 Total Post-Haul Mobilization = $1,100.00 Total Mobilization: $4,250.00 SALE NAME: Q Coyote Bar Timber Sale CONTRACT NUMBER: 30-101463
Termination of Use or End of Season. ▪ At the conclusion of logging operations, ensure all conditions of these specifications have been met. ▪ Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets. Do not undercut backslope Keep clear of obstructions MAINTENANCE=M ROAD NAME START STATION END STATION CONSTRUCTION CLASS FULL BENCH TOLERANCE CLASS SUBGRADE WIDTH (S) ROAD WIDTH (R) INSLOPE "/10' OUTSLOPE "/10' CROWN " AT XX XXXXX WIDTH (W) DITCH DEPTH (D) DITCH 2 SIDES GRUBBING CUT BANK (G GRUBBING FILL TOE (G2) ROAD CUT CLEARING (B1 ROAD FILL CLEARING (B2 R/W CUT CLEARING (C1) R/W FILL CLEARING (C2) E343919E 0+00 70+03 P C 14 12 4 E343919G 0+00 30+76 P C 14 12 4 6 6 30+76 33+80 R C 16 14 4 4 4 6 6 33+80 43+47 P C 14 12 4 6 6 E343919F 0+00 0+75 R C 14 12 4 0+75 13+96 P C 14 12 4 E343919M 0+00 15+93 C C 14 12 4 4 4 6 6 E343919T 0+00 1+77 C C 14 12 4 4 4 6 6 E343918T 0+00 62+76 P C 14 12 4 62+76 64+86 R C 16 14 4 4 4 6 6 64+86 110+76 P C 14 12 4 11/19/2021 *Optional Page One of one DRAWN BY: XX T T O L G1 CL B1 R O L = 50' H = 10' T = 25' D S G2 W B2 C1 C2 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R PRE HAUL MAINTENANCE = P SECTION VIEW Application No.: 30-102974 Name of Sale: Reidel Creek Date: 11/24/2021 CULVERT & DRAINAGE LIST Road Name Station CULVERT LENGTH RIPRAP Ditch Staked Rolling Dip Notes Diameter (in) Gauge Skew (deg) Culvert (ft) Downspout Flume Inlet C.Y. Outlet C.Y. Catchbasin E343919E 0+00 to 70+03 Reshape or install rolling dips. 5 9,13,14 E343919G 0+00 to 33+80 Reshape or install rolling dips. 5 9,13,14 16+58 Need more fill over existing culvert 9,13,14 20+17 18 16 30 40 2 1 7 1, 2, 3, 10, 11, 33+80 to 43+47 Reshape or install rolling dips. 4 9,13,14 E343919F 0+00 to 13+96 Reshape or install rolling dips. 3 9,13,14 E343919M 0+00 to 15+93 Reshape or install rolling dips. 9,13,14 5+42 Install rocked rolling dip 9,13, 7+68 Install rocked rolling dip 9,13, 8+89 Install rocked rolling dip 9,13, E343918M E343918T 0+00 to 1+77 Install rolling dips. 1 9,13, 0+00 to 64+86 Reshape or install rolling dips. 12 9,13,14 23+46 Clean inlet and outlet of existing culvert 10 64+86 to 110+76 Reshape or install rolling dips. 11 9,13,14 Additional Rolling Dips shall be installed at the discretion of the Contract Administrator
Termination of Use or End of Season. ▪ At the conclusion of logging operations, ensure all conditions of these specifications have been met. ▪ Remove fallen timber, limbs, and stumps from the slopes, roadway, ditchlines, and culvert inlets. Do not undercut backslope No berms except as directed Keep clear of obstructions Add stable material or flume Keep ditches open and free of debris to ensure water drainage away from road. SUMMARY - Road Development Costs REGION: PACIFIC CASCADE DISTRICT: XXXXX SALE/PROJECT NAME: LINCOLN SALVAGE CONTRACT NUMBER: 30-095699 LEGAL DESCRIPTION: Sec. 00 X00X00X XXXX NUMBER: Required: Optional: ROAD STANDARD: Construction Reconstruction Pre-haul maintenance NUMBER OF STATIONS: 0.00 0.00 71.50 SIDESLOPE: 25% 20% 20% CLEARING AND GRUBBING: $0 $0 EXCAVATION AND FILL: $0 $0 MISC. MAINTENANCE: $0 $0 $2,145 ROCK TOTALS: Required: $0 $0 $1,752 Optional: $0 $0 $0 Total: $0 $0 $1,752 CULVERTS AND FLUMES: $0 $0 $0 $0 $0 $ - GENERAL EXPENSES: $0 $0 $351 MOBILIZATION: $0 $0 $2,985 TOTAL COSTS: $0 $0 $7,232 COST PER STATION: $101 ROAD DEACTIVATION AND ABANDONMENT COSTS: $2,438 NOTE: Profit and risk are included TOTAL (All Roads) = $9,670 in equipment rates used for this appraisal. TOTAL w/o Optional Rock (All Roads) = $9,670 SALE VOLUME MBF = 400 TOTAL COST PER MBF = $24.17 TOTAL COST PER MBF w/o Optional Rock = $24.17 Compiled by: Date: 06/20/17 Plans to be furnished by: Sheet 1 of 4 LINCOLN SALVAGE Pacific Cascade Region XXXXX TO W N S H I P ( S ) : T14R05W E L E VAT ION R GE : 2141-2362 Common School and Indemnity(3) 0 500 1,000 Feet > > > > 2200 2400 > > > > > > > > > > 123°19.2'W Private 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 46°42.5'N 46°42.5'N " 2200 2000 > ]%5 ~ ¦ > Le w ii s > > ~ ~ > > ]%5 > > > > o > > > > > ]%5 > > > > > ~ > > > > > > > > ]%5 > ~ ~ ~ ~ ¦ ~ ¦ ~ ~ ~ > > > > > ]%5 k]%4 > > ]%4 ~ ¦ ~ ~ ~ ~ > > > > > k ]%4 ~ ~ ~ ~ > Private > > > > > > >
