Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Debris 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
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Debris 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: NW DISTRICT: Clear Lake SALE/PROJECT NAME: Wagons East CONTRACT #: 30-095848 ROAD NUMBERS: XX-00, XX-00, XX-00, XX-0000, WH-0802-01, WH-0804, XX-0000-00, XX-00 XX-XX ROAD STANDARD: Construction Reconstruction Maintenance NUMBER OF STATIONS: 153+81 0+00 0+00 CLEARING & GRUBBING: $7,042 $0 $0 EXCAVATION AND FILL: $17,350 $0 $0 MISC. MAINTENANCE: $0 $0 $552 ROAD ROCK: $12,283 $0 $0 ROCK STOCKPILE PROD: $0 $0 $0 CULVERTS AND FLUMES: $871 $0 $0 STRUCTURES: $0 $0 $0 MOBILIZATION: $4,000 $0 $566 TOTAL COSTS: $41,546 $0 $1,117 COST PER STATION: $270 $0 $0 ROAD DEACTIVATION & ABANDONMENT COSTS: $2,978 Estimate TOTAL (All Roads) = SALE VOLUME MBF = TOTAL $/MBF = $45,640 2,850 $16 Compiled by: Xxxxxxx Date: 06/29/17 T I M B E R S A L E M A P S A L E N A M E : A G R E E M E N T # : WAGONS EAST 30-095848 R E G I O N : C O U N T Y ( S ) : Northwest Region SKAGIT T O W N S H I P ( S ) : T33R10E E L E VAT I O N R G E : 364-610 T R U S T ( S ) : State Forest Transfer(1), Common School and Indemnity(3), Charitable/Educational/Penal & Reformatory Instit.(6) > 121°32.5'W 121°32'W 121°31.5'W ~ ~ ~ ~ ~ ~ > > ~ ~ ~ 1947 > > > 254+37 ~ ~ ~ ~ ~ ~ ~ 1947 ~ ~ ~ ~ 1984 ~ ~ ~ ~ ~ > ~ ~ ~ ~ 68+33 ~ ~ WH-13 ? Rock Exploration ~ ~ ~ GPotential Gravel Pit ~ Harvest Acres: 4 ~117 ac. total Approximately: Unit 1: 28.3 ac. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > > ~ ~ ~ ~ Xxxx 0 Xxxx 0: 80.1 ac. ~ ~ ~ XX-XX ~ ~ ~ ~ ~ ~ ~ Unit 3: 4.5 ac. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > ~ ~ ~ ~ ~ R/W: 4 ac. WH-09 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > 48°22'N 48°22'N ~ ~ 1984 ~ ~ > ~ ~ 1944 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ¦ ~ ~ ~ > > ~ ~ ~ ~ > > ~ ¦ ~ ~
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. Debris 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. STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-098225 Name of Sale: Xxxxxxx TYPICAL SECTION SHEET L T T O G1 CL B1 R Turnout Detail PLAN VIEW O L = 50' H = 10' T = 25' D S W G2 B2 C1 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R PRE HAUL MAINTENANCE = P X0 XXXXXXX XXXX XXXX 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) E284506F 0+00 109+36 P C 14' 12' subgrade shape varies E284506H 0+00 25+99 C C 14' 12' 4 3 3 10 10 E284506E 0+00 102+44 C C 14' 12' 4 3 3 10 10 DATE: 12/6/18 *Optional Page One of One DRAWN BY: RK STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-098225 Name of Sale: Xxxxxxx Date: 9/12/2018 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 E284506F 0+00 to 109+36 Reshape or install rolling dips. 27 9,13,14 E284506H 0+00 to 25+99 Install rolling dips. 7 9,14 16+25 18 16 52 5 5 1,2,3,10,11 STRUCTURE NOTES
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Debris 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. ROCK ACCOUNTABILITY DETAIL SALE NAME: Purchaser: Agreement #: Contractor: Rock Quarry/Pit: Truck No: DAILY ROCK LOAD RECORD DATE LOAD TIME ROAD NO. TYPE OF ROCK QUANTITY COMMENTS Truck Driver Signature SIGNATURE DATE NON‐DRIVABLE WATER BAR DETAIL SUMMARY Road Development Estimate REGION Pacific Cascade DISTRICT St Helens SALE/PROJECT NAME Unibrow AGREEMENT XX. 00-000000 XXXX XXXX - - X-0000, E-1050 ROAD STANDARD Construction Reconstruction Maintenance NUMBER OF STATIONS - - 65.17 CLEARING & GRUBBING - - $ - EXCAVATION AND FILL - - $ - MISC. MAINTENANCE - - $ 2,048 ROAD ROCK Optional $ - $ - $ - Required - - $ 5,520 Total - - $ 5,520 ROCK STOCKPILE PROD $ - $ - $ - CULVERTS AND FLUMES - - $ - STRUCTURES $ - $ - $ - MOBILIZATION - - $ 2,600 TOTAL COSTS $ - $ - $ 10,168 COST PER STATION - - $ 156 ROAD DEACTIVATION & ABANDONMENT COSTS $ 480 TOTAL (All Roads) $10,648 TOTAL (Minus Optional Rock) $10,648 SALE VOLUME MBF 1103 TOTAL $/MBF $ 9.65 TOTAL $/MBF (Minus Optional Rock) $ 9.65 ESTIMATED BY Xxxxx Xxxxxxx-Xxxxx ROCK SOURCE SUMMARY SALE/PROJECT NAME Unibrow CONTRACT # 30-101956 ASSUMED COMMERCIAL SOURCE Storedahl Ocean Beach ASSUMED ROCK SWELL FACTOR LOOSE/COMPACTED 1.25 ASSUMED ROCK DENSITY TONS/CY 1.3 MISCELLANEOUS MISC LANDINGS Clearing & grubbing $ 691.15 per acre x 0.2 $ 138.23 Landing $ 186.00 each x 2 $ 372.00 Shape & compact subgrade $ 23.99 per station x 2 $ 47.98 Grass seeding $ 3.34 per pound x 10 $ 33.40 Rock haul $ 97.00 per hour x 00 xxxxx xxxx xxxx (xxxxx) 25.0 $ 2,837.25 Spread & compact rock $ 2.04 per CY x 130 $ 264.64 ROCK PURCHASE 1 1/4-INCH MINUS CRUSHED ROCK $ 13.00 per CY x 21 $ 273.00 4-INCH JAW RUN ROCK $ 13.00 per CY x 130 $ 1,690.00 ROCK PURCHASE TOTAL $ 1,963.00 MISCELLANEOUS TOTAL $ 5,656.50 MOBILIZATION SALE/PROJECT NAME Unibrow CONTRACT # 30-101956 PRE-HAUL/CONSTRUCTION EQUIPMENT Grader $ 1,000.00 each x 1 $ 1,000.00 End dump $ 100.00 each x 1 $ 100.00 Excavator, small $ 500.00 each x 1 $ 500.00 Roller $ 500.00 each x 1 $ 500.00 SUBTOTAL $ 2,100.00 POST-HAUL/ABANDONMENT EQUIPMENT Excavator, small $ 500.00 each x 1 $ 500.00 SUBTOTAL $ 500...
Termination of Use or End of Season. ▪ At the conclusion of logging operations, ensure all conditions of these specifications have been met. Debris ▪ 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. LIVE STREAM CULVERT INSTALLATION PROCEDURE Order of work is as follows, deviations shall be approved, in writing, by 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. Debris 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. STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES PACIFIC CASCADE REGION LINCOLN QUARRY DEVELOPMENT PLAN Section 15, Township 14 North, Range 05 Xxxx, X.X.
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Debris 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. Q Coyote Bar Timber Sale 30-101463 Sections 17, 20, 21 Township 07 North Range 12 East Klickitat 1,400 Xxxx Xxxxx February 23, 2021 File Name: Sale/Project Name: Contract # : Legal Desc. : District : Sale Volume (MBF): Contract Date: Compiled by: Date Compiled: XXXXXXXXX XXXXXX - XXXX COST ESTIMATE - MOBILIZATION 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 XXXXXXXXX XXXXXX - XXXX COST ESTIMATE - OPTIONAL CONSTRUCTION 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. Debris ▪ 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. NON−DRIVABLE WATER BAR DETAIL ROCK ACCOUNTABILITY DETAIL SALE NAME: Purchaser: Agreement #: Contractor: Rock Quarry/Pit: Truck No: DAILY ROCK LOAD RECORD DATE LOAD TIME ROAD NO. TYPE OF ROCK QUANTITY COMMENTS Truck Driver Signature SIGNATURE DATE SUMMARY - Road Development Costs REGION: Pacific Cascade DISTRICT: Xxxxx SALE/PROJECT NAME: Xxxx Xx Salvage AGREEMENT #: 30-96859 ROAD NUMBERS: Optional: Required: Private Drive, Spur A ROAD STANDARD: Construction Reconstruction Maintenance NUMBER OF STATIONS: 2.13 0.00 9.61 CLEARING & GRUBBING, EXCAVATION AND FILL, MISC.: $5,575.85 $0.00 $0.00 ROAD ROCK: Optional: $0.00 $0.00 $0.00 Required: $0.00 $0.00 $457.20 Total: $0.00 $0.00 $457.20 STOCKPILE: - - $0.00 CULVERTS AND FLUMES: $0.00 $0.00 $0.00 STRUCTURES: - - - MOBILIZATION: $878.92 $0.00 $0.00 TOTAL COSTS: $6,454.77 $0.00 $457.20 COST PER STATION: $3,030.41 $0 $47.58 ROAD DEACTIVATION & ABANDONMENT COSTS: $68.53 $0.00 $5.60 10% OVERHEAD AND GENERAL EXPENSE = $691.20 TOTAL (All Roads) = $7,677.30 TOTAL (Minus Optional Rock) = $7,677.30 SALE VOLUME MBF = 87 TOTAL $/MBF = $88.24 TOTAL $/MBF (Minus Optional Rock) = $88.24 Profit and Risk costs are accounted on an individual basis. Sale: Xxxx Xx Salvage Road: Private Drive Required Pre-Haul Maintenance- 9+61 stations 0.18 miles stations 0.00 miles Required Reconstruction - stations 0.00 miles stations 0.00 miles Required Construction - stations 0.00 miles stations 0.00 miles Required Abandonment- Optional Reconstruction - Optional Construction - ROCK Spot Rock 0+00 20 cy. of Crushed @ $22.86 per c.y.= $457.20 TOTAL ROCK $457.20 ABANDONMENT Grass seed and fertilize - 2.00 lbs @ $2.80 per lbs $5.60 TOTAL ABANDONMENT $5.60 SUBTOTAL $462.80 NO Optional Rock? TOTAL $462.80 COST PER STATION $48.16 CONSTRUCTION CLEARING/GRUBBING Scattering Organic Debris 0.40 sta @ $230.00 per sta $92.00 Remove large stumps - 20.00 @ $252.00 each $5,040.00 EXCAVATION Road Construction Earthwork 2.13 sta. @ $84.00 per sta. = $178.92 MISC. Construct turnaround @ sta. 0+00 1.00 @ $96.93 each $96.93 Construct landing @ sta. 2+13 1.00 @ $168.00 each $...
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Debris 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. ROAD COST SUMMARY ARGOSY Timber Sale #30-098884 CONSTRUCTION SUMMARY ROAD # STATIONING TOTAL STATIONS ROCK PRODUCTION COST ROCK LOADING COST ROCK HAUL COST ROCK SPREADING COST CONSTRUCTION COST CULVERT COST OTHER COST TOTAL COST COST/STA ED-2906 0+00 to 16+03 16.03 $12,775 $3,752 $8,948 $3,853 $7,860 $1,277 $513 $38,978 $2,432 Stockpile $10,500 $10,500 TOTAL $49,478 CONSTRUCTION COSTS include, clearing and grubbing, excavation and embankment, drilling and shooting on grade, and endhaul. OTHER COSTS include erosion control, grass seeding and fertilizer, and miscellaneous other requirements detailed in the road plan. POST-HAUL MAINTENANCE SUMMARY ROAD # STATIONING TOTAL STATIONS POST-HAUL GRADING COST OTHER COST TOTAL COST COST/STA ED-29 0+00 to 27+77 27.77 $791 $0 $791 $28 ED-2906 0+00 to 16+03 16.03 $457 $0 $457 $28 TOTAL $1,248 OTHER COSTS include miscellaneous other requirements detailed in the road plan. NOTE: ALL MOBILIZATION COSTS HAVE BEEN AMORTIZED IN WITH OTHER COSTS. TOTAL ROAD COST $50,726 SALE VOLUME (MBF) 1840 PRE-CRUISE ESTIMATED VOLUME ROAD COST/MBF $28 L O G G I N G P L A N M A P S A L E N A M E : ARGOSY R E G I O N : Northwest Region A G R E E M E N T # : 30-098884 C O U N T Y ( S ) : Whatcom T O W N S H I P ( S ) : T37R5E E L E VAT I O N R G E : 1240-1560 T R U S T ( S ) : 122°7'W State Forest Transfer (1) 122°6.8'W 122°6.5'W 122°6.3'W 122°6'W 122°5.7'W 122°5.5'W > > > >> > > > > > > > ) ! !
