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.: 30-101614 Name of Sale: Chamokane Hill TYPICAL SECTION SHEET L G1 CL B1 R Turnout Detail PLAN VIEW O L = 50' H = 10' T = 25' D S G2 W B2 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 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) E303929G 0+00 17+53 P C 14' 12' subgrade shape varies 17+53 39+65 C C 14' 12' 4 3 3 10 10 E303931F 0+00 44+46 P C 14' 12' subgrade shape varies E303825A 0+00 34+22 P C 14' 12' subgrade shape varies DATE: 8-12-2020 *Optional Page One of One DRAWN BY: XX T T O STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 Name of Sale: Chamokane Hill 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 E303929G 0+00 to 39+65 Reshape or install rolling dips. 10 9,13,14 36+97 18 16 34 1/4 1/4 1,2,3,10,11 E303931F 0+00 to 44+46 Reshape or install rolling dips. 11 9,13,14 E303825A 0+00 to 34+22 Reshape or install rolling dips. 8 9,13,14 E303930F 0+00 to 9+58 Install rolling dips. 2 9,14 One 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 STRUCTURE NOTES
Appears in 1 contract
Samples: Chamokane Hill Agreement
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.: 30-101614 102974 Name of Sale: Chamokane Hill Reidel Creek TYPICAL SECTION SHEET L G1 CL B1 R Turnout Detail PLAN VIEW O L = 50' H = 10' T = 25' D S G2 W B2 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 SECTION VIEW PRE HAUL MAINTENANCE = P 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 (G1 G GRUBBING FILL TOE (G2) ROAD CUT CLEARING (B1) B1 ROAD FILL CLEARING (B2) B2 R/W CUT CLEARING (C1) R/W FILL CLEARING (C2) E303929E343919E 0+00 70+03 P C 14 12 4 E343919G 0+00 1730+53 76 P C 14' 12' subgrade shape varies 1714 12 4 6 6 30+53 3976 33+65 80 R C 16 14 4 4 4 6 6 33+80 43+47 P C 14' 12' 14 12 4 3 3 10 10 E303931F 6 6 E343919F 0+00 440+46 75 R C 14 12 4 0+75 13+96 P C 14' 12' subgrade shape varies E303825A 14 12 4 E343919M 0+00 3415+22 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' subgrade shape varies DATE: 8-12-2020 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 one DRAWN BY: XX T T O L G1 CL Turnout Detail PLAN VIEW 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 STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 102974 Name of Sale: Chamokane Hill Reidel Creek Date: 8/12/2020 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 E303929G E343919E 0+00 to 3970+65 03 Reshape or install rolling dips. 10 5 9,13,14 36+97 18 16 34 1/4 1/4 1,2,3,10,11 E303931F E343919G 0+00 to 4433+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 E303825A 0+00 to 34+22 Reshape or install rolling dips. 8 9,13,14 E303930F 0+00 to 9+58 Install rolling dips. 2 9,14 One 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 STRUCTURE NOTES
Appears in 1 contract
Samples: www.dnr.wa.gov
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.: 30-101614 098225 Name of Sale: Chamokane Hill 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 W B2 C1 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 SECTION VIEW PRE HAUL MAINTENANCE = P ROAD 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) E303929G E284506F 0+00 17109+53 36 P C 14' 12' subgrade shape varies 17E284506H 0+53 3900 25+65 99 C C 14' 12' 4 3 3 10 10 E303931F E284506E 0+00 44102+46 P 44 C C 14' 12' subgrade shape varies E303825A 0+00 34+22 P C 14' 12' subgrade shape varies 4 3 3 10 10 DATE: 8-12-2020 12/6/18 *Optional Page One of One DRAWN BY: XX T T O RK STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 098225 Name of Sale: Chamokane Hill Xxxxxxx Date: 8/12/2020 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 E303929G E284506F 0+00 to 39109+65 36 Reshape or install rolling dips. 10 27 9,13,14 36+97 18 16 34 1/4 1/4 1,2,3,10,11 E303931F E284506H 0+00 to 4425+46 Reshape or install rolling dips. 11 9,13,14 E303825A 0+00 to 34+22 Reshape or install rolling dips. 8 9,13,14 E303930F 0+00 to 9+58 99 Install rolling dips. 2 7 9,14 One 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 16+25 18 16 52 5 5 1,2,3,10,11 STRUCTURE NOTES
Appears in 1 contract
Samples: Sale
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.: 30-101614 101610 Name of Sale: Chamokane Hill Firecracker 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 W B2 C1 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 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) E303929G E354420A 0+00 17338+53 30 P C 14' 12' subgrade shape varies 17E354417K 0+53 3900 26+65 17 C C 14' 12' 4 3 3 10 10 E303931F E354408L 0+00 4422+46 P 32 C C 14' 12' subgrade shape varies E303825A 4 3 3 10 10 E354416L 0+00 3411+22 P 29 R C 14' 12' subgrade shape varies 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: XX T T O RK STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 101610 Name of Sale: Chamokane Hill 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 E303929G E354420A 0+00 to 39338+65 30 Reshape or install rolling dips. 10 95 9,13,14 36E354417F 0+97 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 E303931F E354408L 0+00 to 4422+46 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. 11 9,13,14 E303825A 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 3432+22 Reshape or install rolling dips. 8 9,13,14 E303930F 0+00 to 9+58 79 Install rolling dips. 2 9,14 One 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 STRUCTURE NOTES
Appears in 1 contract
Samples: Sale
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.: 30-101614 102974 Name of Sale: Chamokane Hill Reidel Creek TYPICAL SECTION SHEET L G1 CL B1 R Turnout Detail PLAN VIEW O L = 50' H = 10' T = 25' D S G2 W B2 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 SECTION VIEW PRE HAUL MAINTENANCE = P 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 (G1 G GRUBBING FILL TOE (G2) ROAD CUT CLEARING (B1) B1 ROAD FILL CLEARING (B2) B2 R/W CUT CLEARING (C1) R/W FILL CLEARING (C2) E303929E343919E 0+00 70+03 P C 14 12 4 E343919G 0+00 1730+53 76 P C 14' 12' subgrade shape varies 1714 12 4 6 6 30+53 3976 33+65 80 R C 16 14 4 4 4 6 6 33+80 43+47 P C 14' 12' 14 12 4 3 3 10 10 E303931F 6 6 E343919F 0+00 440+46 75 R C 14 12 4 0+75 13+96 P C 14' 12' subgrade shape varies E303825A 14 12 4 E343919M 0+00 3415+22 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' subgrade shape varies DATE: 8-12-2020 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 one DRAWN BY: XX RK T T O L G1 CL Turnout Detail PLAN VIEW 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 STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 102974 Name of Sale: Chamokane Hill Reidel Creek Date: 8/12/2020 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 E303929G E343919E 0+00 to 3970+65 03 Reshape or install rolling dips. 10 5 9,13,14 36+97 18 16 34 1/4 1/4 1,2,3,10,11 E303931F E343919G 0+00 to 4433+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 E303825A 0+00 to 34+22 Reshape or install rolling dips. 8 9,13,14 E303930F 0+00 to 9+58 Install rolling dips. 2 9,14 One 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 STRUCTURE NOTES
Appears in 1 contract
Samples: www.dnr.wa.gov
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.: 30-101614 101453 Name of Sale: Chamokane Hill Grande TYPICAL SECTION SHEET L G1 CL B1 R Turnout Detail PLAN VIEW O L = 50' H = 10' T = 25' D S G2 W B2 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 SECTION VIEW PRE HAUL MAINTENANCE = P 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 (G1 GRUBBING FILL TOE (G2) ROAD CUT CLEARING (B1) ROAD FILL CLEARING (B2) R/W CUT CLEARING (C1) R/W FILL CLEARING (C2) E303929G E383926E 0+00 1785+53 00 P C 14' 12' subgrade shape varies 1714 12 4 85+53 3900 86+65 50 P C 14 12 4 2 1 X tunpike road 86+50 97+00 P C 14' 12' 14 12 4 3 3 10 10 E303931F E383922H 0+00 4410+46 26 P C 14' 12' subgrade shape varies E303825A 14 12 4 E383922M 0+00 3436+22 P 56 C 14' 12' subgrade shape varies C 14 12 4 4 4 6 6 36+56 37+30 C C 14 12 4 3 1 4 4 6 6 37+30 64+60 C C 14 12 4 4 4 6 6 E383921F 0+00 22+12 C C 14 12 4 4 4 6 6 22+12 23+80 C C 20 18 4 4 4 6 6 23+80 28+06 C C 14 12 4 4 4 6 6 turnpike 28+06 29+46 C C 24 20 4 0 0 6 6 29+46 30+52 C C 14 12 4 4 4 6 6 E383916E 0+00 15+20 C C 14 12 4 4 4 6 6 E383922N 0+00 1+50 C C 14 12 4 4 4 6 6 E383922P 0+00 5+75 C C 14 12 4 4 4 6 6 DATE: 8-12-2020 2/24/2021 *Optional Page One of One DRAWN BY: XX RK L T T O G1 CL Turnout Detail PLAN VIEW 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 STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 101453 Name of Sale: Chamokane Hill Grande Date: 8/12/2020 2/24/2021 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 E303929G 0E383921F 18+00 to 3922 X rocked 21+65 Reshape or install rolling dips. 10 9,13,14 36+97 05 18 16 34 1/4 1/4 1,2,3,10,11 E303931F 022+98 X rocked 23+29 24 14 44 5 5 rocked 23+53 X rocked 28+59 24 14 42 5 5 rocked E383916E 2+00 to 44X rocked 13+46 Reshape or 21 X rocked E383926A 64+05 install rolling dips. 11 9,13,14 E303825A 0ditchout X rocked 67+00 to 3405 install ditchout X rocked 70+22 Reshape or 05 install rolling dips. 8 9,13,14 E303930F 0ditchout X rocked 73+00 to 9+58 Install rolling dips. 2 9,14 One 05 install ditchout X rocked 4 additional 18"x3418x 36' CMP culverts to be installed at location to be determined as directed by the Contract Administrator contract administrator. Additional Rolling Dips shall be installed at the discretion of the Contract Administrator STRUCTURE NOTES
Appears in 1 contract
Samples: Grande Agreement
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. STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.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: 30-101614 Name of Sale: Chamokane Hill TYPICAL SECTION SHEET L G1 CL B1 R Turnout Detail PLAN VIEW O L = Crossing C1 29+10 Temporary Pipe Install T 27N R13W Sec.22 N47° 50' H 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' T = 25' D S G2 W B2 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 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) RXxxxxxx 1 Timber Sale Accessed: 0C1o/0n3tr/W CUT CLEARING (C1) R/W FILL CLEARING (C2) E303929G 0a2c0t2N2o.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 17+53 P C 14' 12' subgrade shape varies 17+53 39+65 C C 14' 12' 4 3 3 10 10 E303931F 0- 18+00 44+46 P C 14' 12' subgrade shape varies E303825A 0SECTION 22 T27N R13W Plan View 16+00 34+22 P C 14' 12' subgrade shape varies DATE24x60 Culvert Centerline of Realignment Original Alignment Notes: 8-12-2020 *Optional Page One of One DRAWN BY: XX T T O STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 Name of Sale: Chamokane Hill 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 E303929G 0has Slumped Between 15+00 to 39+65 Reshape or install rolling dips. 10 9,13,14 36+97 18 16 34 1/4 1/4 1,2,3,10,11 E303931F 0- 18+00 to 44+46 Reshape or install rolling dips. 11 9,13,14 E303825A 016+00 24x50 Culvert SCALE 1" = 16' Move Centerline to 34+22 Reshape or install rolling dips. 8 9,13,14 E303930F 0+00 to 9+58 Install rolling dips. 2 9,14 One additional 18"x34the Right 10ft Temporary Pipe N47° 50' 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 STRUCTURE NOTES13.9" W124° 21' 42.4" Approximate Reroute Location Shown, District Engineer Approval Needed Before Project Completion.
Appears in 1 contract
Samples: Sale
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.: 30-101614 Name of Sale: Chamokane Hill TYPICAL SECTION SHEET L G1 CL B1 R Turnout Detail PLAN VIEW O L = 50' H = 10' T = 25' D S G2 W B2 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 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) E303929G E294424A 0+00 17363+53 76 P C 14' 12' subgrade shape varies 17363+53 3976 442+65 06 C C 14' 12' 4 3 3 10 10 E303931F E294533P 0+00 4447+46 69 C C 14' 12' 4 3 3 10 10 E294424E 0+00 127+90 *P C 14' 12' subgrade shape varies E303825A 0+00 34+22 P C 14' 12' subgrade shape varies DATE: 8-12-2020 *Optional Page One of One DRAWN BY: XX T T O STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 096016 Name of Sale: Chamokane Hill Rockin Cat TYPICAL SECTION SHEET L T T O G1 CL Turnout Detail PLAN VIEW B1 R O L = 50' H = 10' T = 25' D S G2 W B2 C1 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R PRE HAUL MAINTENANCE = P C2 SECTION VIEW DATE: 9-18-2017 *Optional Page One of One DRAWN BY: RK STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-096016 Name of Sale: Rockin Cat Date: 8/12/2020 CULVERT & DRAINAGE LIST 12/11/2017 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 E303929G E294424A 0+00 to 39442+65 06 Reshape or install rolling dips. 10 45 9,13,14 36412+97 55 18 16 34 1/4 1/4 1,2,3,10,11 E303931F 36 5 5 6,10,11 E294532E 0+00 to 4433+46 99 Reshape or install rolling dips. 11 2 9,13,14 E303825A 0+00 to 34+22 Reshape or install rolling dips. 8 9,13,14 E303930F 0+00 to 9+58 Install rolling dips. 2 9,14 One 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 CULVERT & DRAINAGE LIST STRUCTURE NOTES
Appears in 1 contract
Samples: Sale
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.: 30-101614 Name of Sale: Chamokane Hill 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 W B2 C1 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 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) E303929G 0+00 17+53 P C 14' 12' subgrade shape varies 17+53 39+65 C C 14' 12' 4 3 3 10 10 E303931F 0+00 44+46 P C 14' 12' subgrade shape varies E303825A 0+00 34+22 P C 14' 12' subgrade shape varies DATE: 8-12-2020 *Optional Page One of One DRAWN BY: XX T T O RK STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 Name of Sale: Chamokane Hill 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 E303929G 0+00 to 39+65 Reshape or install rolling dips. 10 9,13,14 36+97 18 16 34 1/4 1/4 1,2,3,10,11 E303931F 0+00 to 44+46 Reshape or install rolling dips. 11 9,13,14 E303825A 0+00 to 34+22 Reshape or install rolling dips. 8 9,13,14 E303930F 0+00 to 9+58 Install rolling dips. 2 9,14 One 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 STRUCTURE NOTES
Appears in 1 contract
Samples: Chamokane Hill Agreement
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.: 30-101614 Name of Sale: Chamokane Hill TYPICAL SECTION SHEET L T T O G1 CL B1 R Turnout Detail PLAN VIEW B1 R O L = 50' H = 10' T = 25' D S G2 W B2 C1 CONSTRUCTION CLASS NEW CONSTRUCTION = C RECONSTRUCTION = R C1 C2 SECTION VIEW PRE HAUL MAINTENANCE = P X0 XXXXXXX XXXX XXXXX XX XXXXXXXXXX DEPARTMENT OF NATURAL RESOURCES Application No.: 30-095681 Name of Sale: Old Corral TYPICAL SECTION SHEET 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) E303929G E293908A 0+00 1735+53 26 P C 14' 12' subgrade shape varies 17E293905K 0+53 3900 70+65 93 P C 14' 12' subgrade shape varies E293932E 0+00 15+12 P C 14' 12' subgrade shape varies E293905L 0+00 32+43 C C 14' 12' subgrade shape varies E293905M 0+00 10+38 C C 14' 12' 4 3 3 10 10 E303931F E293905N 0+00 447+46 P 83 C C 14' 12' subgrade shape varies E303825A 4 3 3 10 10 E293908F 0+00 341+22 P 15 C C 14' 12' subgrade shape varies 4 3 3 10 10 E293905P 0+00 1+42 C C 14' 12' 4 3 3 10 10 E293905F 0+00 1+26 R C 14' 12' 4 3 3 10 10 DATE: 8-1224-2020 2017 *Optional Page One of One DRAWN BY: XX T T O STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-101614 Name of Sale: Chamokane Hill Date: 8/12/2020 CULVERT & DRAINAGE LIST RK 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 E303929G E293908A 0+00 to 3935+65 26 Reshape or install rolling dips. 10 9,13,14 36+97 18 16 34 1/4 1/4 1,2,3,10,11 E303931F 1 9,13 E293905K 0+00 to 4470+46 93 Reshape or install rolling dips. 11 9,13,14 E303825A 2 9,13 E293932E 0+00 to 3430+22 47 Reshape or install rolling dips. 8 9,13,14 E303930F 1 9,13 E293905L 0+00 to 932+58 43 Install rolling dips. 8 9,14 0+88 24 14 40 5 5 X 1,2,3,10,11 14+05 36 14 40 5 5 X 1,2,3,10,11 E293905M 0+00 to 10+38 Install rolling dips. 2 9,14 temporary 0+50 36 14 40 0 0 X 1,2,3,10,11 temporary 9+50 18 16 40 0 0 X 1,2,3,10,11 E293905N 0+00 to 7+83 Install rolling dips. 1 9,14 temporary 6+36 18 16 35 0 0 X 1,2,3,10,11 E293908F 0+00 to 1+15 Install rolling dips. 1 9,14 E293905P 0+00 to 1+42 Install rolling dips. 1 9,14 One additional 18"x3418"x35' CMP culverts culvert to be installed at location to be determined by the Contract Administrator Additional Rolling Dips shall be installed at the discretion STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES Application No.: 30-095681 Name of the Contract Administrator Sale: Old Corral Date: 9/24/2017 CULVERT & DRAINAGE LIST STRUCTURE NOTES
Appears in 1 contract
Samples: Sale
