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. 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 L O G G I N G P L A N M A P SA L E N A M E : CUMBERLAND VRH VDT RE G I O N : Northwest Region AG RE E M E N T # : 30-095882 CO UN T Y ( S ) : SKAGIT TO W N S H I P ( S ) : X00X00X, X00X00X E L E VAT ION R GE : 2354-3695 > TR U S T( S ) : State Forest Transfer(1), Common School and Indemnity(3) 0 500 1,000 Feet ~ ~ ~ > > > 121°58.8'W 121°58.5'W ]%4 121°58.2'W > > > > > > ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~U~ ~ > ~ ~ > ~ ~ ~ > > ~ ~ > ]%5 k ~ ~ ~ ~ > > > > ~ ~ ]%5 > > ]%5 ~ ~ > ~ ~ ~ >
Termination of Use or End of Season. At the conclusion of logging operations, ensure all conditions of these specifications have been met. Debris 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 DRAFT DRAFT DRAFT Temporary Pipe Install G-1400 G-1400 Sta 29+10 SECTION 22 T27N R13W Plan View Previously Removed Culvert to be Replaced by an 18x50 Temporary Pipe 29+10 APPROXIMATE 100 YEAR FLOOD PLAIN LEGENDCreek Road Notes: Crossing C1 29+10 Temporary Pipe Install T 27N R13W Sec.22 N47° 50' 13.9" W124° 21' 42.4" SCALE 1" = 16' Avg. Channel Bed Width of 4' No changes in road or stream alignment. Work to be completed between June 15th and Oct 15th or when dry. Temporary Pipe Site Plan Drawn By: Xxxx Skerbek Date Drawn: 6/28/2021 Date Revised: Sheet 1 of 3 L C CL 28+60 DRAFT 09/02/2021 Xxxxxxx 1 Timber Sale Accessed: 0C1o/0n3tr/a2c0t2N2o.1340:2-1102255 Temporary Pipe Install G-1400 G-1400 Sta 29+10 SECTION 22 T27N R13W Creek Profile 25' 13' Elev 596.6 Bottom of creek 5.9' +-5% Gradient Elev 595.1 Elev 593.8 Previously Removed Culvert to be Replaced by an 18x50 Temporary Pipe LEGEND Notes: EXISTING GROUND Crossing C1 FINAL GROUND LINE 29+10 Temporary Pipe Install T 27N R13W Sec.22 N47° 50' 13.9" W124° 21' 42.4" Avg. Channel Bed Width of 4' SCALE 1" = 8' No changes in road or stream alignment. BM assumed elevation: 600' Work to be completed between June 15th and Oct 15th or when dry Temporary Pipe Creek Profile Drawn By: Xxxx Skerbek Date Drawn: 6/28/2021 Date Revised: Sheet 2 of 3 DRAFT Page 60 of 66 09/02/2021 Xxxxxxx 1 Timber Sale Accessed: 0C1o/0n3tr/a2c0t2N2o.1340:2-1102255 Temporary Pipe Install G-1400 09/02/2021 G-1400 Sta 29+10 SECTION 22 T27N R13W Road Profile 29+10 Elve. 600 Page 61 of 66 Typar Layer with 12" Rock Lift Notes: Crossing C1 Log Fill Temp Pipe 18x50 Existing Grade 29+10 Temporary Pipe Install T 27N R13W Sec.22 N47° 50' 13.9" W124° 21' 42.4" Avg. Channel Bed Width of 4' No changes in road or stream alignment. Work to be completed between June 15th and Oct 15th or when dry SCALE 1" = 10' Xxxxxxx 1 Timber Sale Accessed: 0C1o/0n3tr/a2c0t2N2o.1340:2-1102255 Temporary Pipe Road Profile Drawn By: Xxxx Skerbek Date Drawn: 6/28/2021 Date Revised: Sheet 3 of 3 DRAFT G-1050 Realignment G-1050 Sta 15+00 - 18+00 SECTION 22 T27N R13W Plan View 1...
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. 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 REMOVAL 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. CONSTRUCTION SUMMARY ROAD # STATIONING TOTAL STATIONS ROCK PRODUCTION COST ROCK LOADING COST ROCK HAUL COST ROCK SPREADING COST CULVERT COST OTHER COST TOTAL COST COST/STA $0 $78 $4,424 $1,821 TOTAL $4,424 CONSTRUCTION COST ED-2003 5+69 to 8+12 2.43 $0 $664 $1,334 $614 $1,733 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. PRE-HAUL MAINTENANCE SUMMARY ROCK ROAD # STATIONING TOTAL STATIONS PRODUCTION SPREADING CULVERT COST OTHER COST GRADING AND TOTAL COST COST/STA COST COST COST COST BRUSHING ED-20 0+00 to 20+28 20.28 $0 $1,666 $3,347 $1,539 $0 $578 $307 $7,437 $367 ED-2003 0+00 to 5+69 5.69 $0 $459 $922 $424 $0 $144 $86 $2,035 $358 TOTAL $9,471 ROCK LOADING ROCK HAUL ROCK PRE-HAUL OTHER COSTS include cleaning culverts, ditches, headwalls, catch basins, culvert installation, 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-20 0+00 to 20+28 20.28 $766 $0 $766 $38 ED-2003 0+00 to 5+69 5.69 $215 $0 $215 $38 ED-2003 5+69 to 8+12 2.43 $92 $0 $92 $38 TOTAL $1,073 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 $14,968 SALE VOLUME (MBF) 630 PRE-CRUISE ESTIMATED VOLUME ROAD COST/MBF $24 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 > > > >> > > > > > > > ) ! !
