PLASTIC BAND. Plastic coupling and end bands must meet the AASHTO specification designated for the culvert. Couplings must be split coupling band. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. TYPICAL SECTION SHEET 30’ 40’ Road Number From Station To Station Tolerance Class Subgrade Width Road Width Ditch Crown in. @ CL Grubbing Limits Clearing Limits Width Depth S R W D G1 G2 C1 C2 L‐1000 0+00 27+00 A 16’ 12’ L‐1015 0+00 55+00 C 16’ 12’ L‐2000 0+00 130+00 A 17’ 12’ L‐2012 0+00 15+00 C 16’ 12’ *L‐1005 0+00 20+65 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1006 0+00 8+50 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1007 0+00 3+85 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1015‐4 0+00 13+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐2012.1 0+00 13+75 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur A 0+00 1+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur B 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur C 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur D 0+00 1+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ * Optional Construction – If roads are BUILT then rock is REQUIRED per the ROCK LIST. BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source K2 B2 SELECT PIT RUN (SPR) Washtub Quarry L‐1005 0+00 20+65 1 ½ : 1 15” 81 20.65 1670 Washtub Quarry L‐1006 0+00 8+50 1 ½ : 1 15” 81 8.50 690 Washtub Quarry L‐1015‐4 0+00 13+40 1 ½ : 1 15” 81 13.40 1085 Washtub Quarry L‐2012.1 0+00 13+75 1 ½ : 1 15” 81 13.75 1115 Washtub Quarry Spur A 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub Quarry Spur B 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur C 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur D 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub Quarry LANDINGS 50 14 700 Washtub Quarry LANDINGS 100 3 300 Washtub Quarry TURNOUTS 50 6 300 Washtub Quarry TURNAROUNDS 50 8 400 Washtub Quarry INTERSECTIONS 50 9 450 Washtub Quarry SPR BALLAST TOTAL 7,380 Cubic Yards SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 2 ½ INCH MINUS Wastub Quarry L‐1000 0+00 27+00 1 ½ : 1 200 yds3 SPOT ROCK Washtub Quarry L‐1015 0+00 55+00 1 ½ : 1 300 yds3 SPOT ROCK Washtub Quarry L‐2000 0+00 130+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry L‐2012 0+00 15+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry 2 ½ INCH MINUS SURFACE TOTAL 1000 Cubic Yards QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 QUARRY SPALLS Washtub Quarry QUARRY SPALLS TOTAL _10_ Cubic Yards Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type L‐1005 L‐1005 L‐1005 L‐1006 L‐1007 L‐1015‐4 L‐2012.1 L‐2012.1 Spur B Spur C 5+65 11+90 19+70 7+25 3+00 7+00 0+25 9+70 0+25 0+25 18” 18” 18” 18” 18” 24” 18” 30’ 30’ 30’ 30’ 30’ 40’ 50’ .5 .5 .5 .5 .5 1 .5 .5 .5 .5 .5 .5 1 .5 QS QS QS QS QS QS QS NT NT NT NT NT NT NT ZDH ZDH ZDH ZDH ZDH ZDH ZDH DOL 18” 18” 40’ 40’ .5 .5 .5 .5 QS QS NT NT ZDH ZDH Key: QS - NT - SL - ZDH - LL - DOL - Quarry Spalls Native (bank run) Select Fill Zero Drop Height Light Loose Riprap Ditchout Left COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) L‐1000 0+00 27+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐1015 0+00 55+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐2000 0+00 130+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐2012 0+00 15+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐1005 0+00 20+65 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1006 0+00 8+50 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1007 0+00 3+85 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1015‐4 0+00 13+40 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐2012.1 0+00 13+75 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Spur A 0+00 1+00 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+00 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Waste Areas and Embankments 24” Vibratory Smooth Drum 14000 3 4 DERRINGER 0-097335 MODIFIED DATE: NOVEMBER 08, 2018 Page 24 of 29 Cuts and Fills Maintain slope lines to a stable gradient compatible with the construction materials. Remove slides from ditches and the roadway. Repair fill‐failures with selected material or material approved by the Contract Administrator. Remove overhanging material from the top of cut slopes. Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands. Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.
Appears in 1 contract
Samples: All State Unless Otherwise Noted
PLASTIC BAND. Plastic coupling and end bands must meet the AASHTO specification designated for the culvert. Only fittings supplied or recommended by the culvert manufacturer may be used. Couplings must be split coupling band. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. TYPICAL SECTION SHEET 30’ 40’ Road Number From Station To Station Tolerance Class Subgrade Width Road Width Ditch Crown in. @ CL Grubbing Limits Clearing Limits Width Depth S R W D G1 G2 C1 C2 L‐1000 L‐3000 0+00 27338+00 A 17’ 14’ 3’ 1’ 4” L‐3042 0+00 88+00 A 16’ 12’ L‐1015 3’ 1’ 4” L‐3042A 0+00 559+00 C A 16’ 12’ L‐2000 3’ 1’ 4” L‐3044 0+00 1303+00 A 1716’ 12’ L‐2012 3’ 1’ 4” L‐3045 0+00 15+00 C A 16’ 12’ 3’ 1’ 4” *L‐1005 L‐3042D 0+00 2019+65 C 30 B 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1006 L‐3044A 0+00 8+50 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1007 0+00 3+85 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1015‐4 0+00 13+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐2012.1 0+00 13+75 C 25 B 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur A 0+00 13+00 25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur B 0+00 15+25 50 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur C 0+00 15+25 00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur D 0+00 1+05 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur E 0+00 3+50 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur F 0+00 8+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ * Optional Construction Construction/Reconstruction – If roads are BUILT built then rock ROCK is REQUIRED per the ROCK LIST. LIST BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source K2 B2 SELECT PIT RUN (SPR) Washtub Quarry L‐1005 L‐3042D 0+00 2019+65 30 1 ½ : 1 ½:1 15” 81 20.65 1670 Washtub 19.30 1565 Lincoln Quarry L‐1006 L‐3044A 0+00 8+50 25 1 ½ : 1 ½:1 15” 81 8.50 690 Washtub Quarry L‐1015‐4 0+00 13+40 1 ½ : 1 15” 81 13.40 1085 Washtub Quarry L‐2012.1 0+00 13+75 1 ½ : 1 15” 81 13.75 1115 Washtub 8.25 670 Lincoln Quarry Spur A 0+00 13+00 25 1 ½ : 1 ½:1 15” 81 1.00 80 Washtub 3.25 265 Lincoln Quarry Spur B 0+00 15+25 50 1 ½ : 1 ½:1 15” 81 1.25 100 Washtub 5.50 445 Lincoln Quarry Spur C 0+00 15+25 00 1 ½ : 1 ½:1 15” 81 1.25 100 Washtub 5.00 405 Lincoln Quarry Spur D 0+00 1+00 05 1 ½ : 1 ½:1 15” 81 1.00 80 Washtub 1.05 85 Lincoln Quarry Spur E 0+00 3+50 1 ½:1 15” 81 3.50 285 Lincoln Quarry LANDINGS 50 14 700 Washtub Quarry LANDINGS 100 3 300 Washtub 15” 75 9 675 Lincoln Quarry TURNOUTS 15” 50 3 150 Lincoln Quarry TURNAROUNDS 15” 50 6 300 Washtub Quarry TURNAROUNDS 50 8 400 Washtub Lincoln Quarry INTERSECTIONS 15” 50 9 450 Washtub 7 350 Lincoln Quarry SPR BALLAST TOTAL 7,380 _5,195 Cubic Yards SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 2 ½ INCH MINUS Wastub Quarry L‐1000 2” Minus Crushed Rock L‐3000 L‐3042 L‐3045 0+00 27+00 1 ½ : 1 200 yds3 SPOT ROCK Washtub Quarry L‐1015 0+00 55+00 1 ½ : 1 300 yds3 SPOT ROCK Washtub Quarry L‐2000 0+00 130338+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry L‐2012 088+00 15+00 1 ½ : 1 250 yds3 1 ½ : 1 1 ½ : 1 500 Yds3 SPOT ROCK Washtub Quarry Lincoln Stockpile Lincoln Stockpile Lincoln Stockpile 200 Yds3 SPOT ROCK 4” 20 15.00 300 2 ½ INCH MINUS Minus Crushed Rock SURFACE TOTAL 1000 1,000 Cubic Yards QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 QUARRY SPALLS Washtub Quarry QUARRY SPALLS TOTAL _10_ 4 Cubic Yards CULVERT LIST Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type L‐1005 L‐1005 L‐1005 L‐1006 L‐1007 L‐1015‐4 L‐2012.1 L‐2012.1 Spur B Spur C 5+65 11+90 19+70 7+25 3L‐3042D 6+00 18” 30 .5 .5 QS NT ZDH L‐3044A 7+00 0+25 9+70 0+25 18” 40 .5 .5 QS NT ZDH Spur B 0+25 18” 18” 18” 18” 18” 24” 18” 30’ 30’ 30’ 30’ 30’ 40’ 50’ .5 .5 .5 .5 .5 1 .5 .5 .5 .5 .5 .5 1 .5 QS QS QS QS QS QS QS NT NT NT NT NT NT NT ZDH ZDH ZDH ZDH ZDH ZDH ZDH DOL 18” 18” 40’ 40’ .5 .5 50 .5 .5 QS NT ZDH Spur F 0+50 18” 50 .5 .5 QS NT NT ZDH ZDH Key: QS - NT - SL - ZDH - LL - DOL - Quarry Spalls Native (bank run) Select Fill Zero Drop Height Light Loose Riprap Ditchout Left Downspout - Full round pipe COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) L‐1000 0+00 27+00 ALL ROADS ALL STATIONS Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1015 0+00 55+00 Pre‐haul Surface5 ALL ROADS ALL STATIONS Subgrade/Rock Vibratory Smooth Drum 14000 3 4 L‐2000 0+00 130+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐2012 0+00 15+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐1005 0+00 20+65 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1006 0+00 8+50 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1007 0+00 3+85 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1015‐4 0+00 13+40 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐2012.1 0+00 13+75 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Spur A 0+00 1+00 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+00 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Waste Areas and Embankments 5 WASTE AREAS AND EMBANKMENTS 24” Vibratory Smooth Drum 14000 3 20000 4 DERRINGER 05 MELANCHOLY 30-097335 MODIFIED 100177 FINALIZED DATE: NOVEMBER 08AUGUST 11, 2018 2020 Page 24 25 of 29 31 Cuts and Fills Maintain slope lines to a stable gradient compatible with the construction materials. Remove slides from ditches and the roadway. Repair fill‐failures with selected material or material approved by the Contract Administrator. Remove overhanging material from the top of cut slopes. Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands. Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.
Appears in 1 contract
Samples: State Unless Otherwise Noted
PLASTIC BAND. Plastic coupling and end bands must meet the AASHTO specification designated for the culvert. Only fittings supplied or recommended by the culvert manufacturer may be used. Couplings must be split coupling band. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. TYPICAL SECTION SHEET 30’ 40’ Road Number From Station To Station Tolerance Class Subgrade Width Road Width Ditch Crown in. @ CL Grubbing Limits Clearing Limits Width Depth S R W D G1 G2 C1 C2 L‐1000 HM‐Mainline 0+00 27+00 A 16’ 12’ L‐1015 0+00 55+00 C 16’ 12’ L‐2000 0+00 130428+00 A 17’ 1214’ L‐2012 3’ 1’ 4” HM‐2800 0+00 1533+00 C 1650 B 17’ 1214’ *L‐1005 3’ 1’ 4” HM‐2900 0+00 2010+65 00 B 17’ 14’ 3’ 1’ 4” HM‐3000 0+00 9+00 B 17’ 14’ 3’ 1’ 4” HM‐3100 0+00 14+00 B 17’ 14’ 3’ 1’ 4” HM‐2700 0+00 54+00 A 17’ 14’ 3’ 1’ 4” P&E Mainline 0+00 5+00 A 17’ 14’ 3’ 1’ 4” *HM‐2815 0+00 3+70 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1006 HM‐2950 0+00 6+35 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *HM‐3000 Ext 0+00 1+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *HM‐3130 0+00 8+50 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1007 HM‐3215 0+00 38+85 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1015‐4 0+00 13+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐2012.1 0+00 13+75 60 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur A 0+00 10+00 75 C 1615’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur B 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur C 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur D 0+00 1+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ * Optional Construction – If roads are BUILT then built, rock is REQUIRED per the ROCK LIST. BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source K2 B2 SELECT PIT RUN (SPR) Washtub Quarry L‐1005 HM‐2815 0+00 203+65 70 1 ½ : 1 15” 81 20.65 1670 Washtub Quarry L‐1006 3.70 000 X&X Extension Pit HM‐2950 0+00 6+35 1 ½ : 1 15” 81 6.35 000 X&X Extension Pit HM‐3000 Ext 0+00 1+40 1 ½ : 1 15” 81 1.40 000 X&X Extension Pit HM‐3130 0+00 8+50 1 ½ : 1 15” 81 8.50 690 Washtub Quarry L‐1015‐4 000 X&X Extension Pit HM‐3215 0+00 138+40 60 1 ½ : 1 15” 81 13.40 1085 Washtub Quarry L‐2012.1 8.60 700 P&E Extension Pit Spur A 0+00 130+75 1 ½ : 1 1512” 81 13.75 1115 Washtub Quarry Spur A 0+00 1+00 63 .75 50 P&E Xxxxxxxxx Xxx Xxxxxxxx 000 0 000 X&X Extension Pit Turnouts 50 1 ½ : 1 15” 81 1.00 80 Washtub Quarry Spur B 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur C 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur D 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub Quarry LANDINGS 50 14 700 Washtub Quarry LANDINGS 100 3 300 Washtub Quarry TURNOUTS P&E Extension Pit Turn Arounds 50 6 300 Washtub Quarry TURNAROUNDS 5 250 P&E Extension Pit Intersections 50 8 400 Washtub Quarry INTERSECTIONS 50 9 450 Washtub Quarry 5 250 P&E Extension Pit SPR BALLAST TOTAL 7,380 _3,620_ Cubic Yards SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 2 ½ INCH MINUS Wastub Quarry L‐1000 HM‐Mainline 0+00 27428+00 1 ½ : ½:1 500 yds3 SPOT ROCK P&E Extension Pit HM‐2800 0+00 33+50 1 ½:1 6” 30 33.50 0000 X&X Extension Pit HM‐2900 0+00 10+00 1 ½:1 6” 30 10.00 000 X&X Extension Pit HM‐3000 0+00 9+00 1 ½:1 6” 30 9.00 000 X&X Extension Pit HM‐3100 0+00 14+00 1 ½:1 200 yds3 SPOT ROCK Washtub Quarry L‐1015 P&E Extension Pit HM‐2700 0+00 5554+00 1 ½ : 1 300 ½:1 200 yds3 SPOT ROCK Washtub Quarry L‐2000 0+00 130+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry L‐2012 0+00 15+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry 2 ½ INCH MINUS P&E Extension Pit Culvert Backfill 20 12 240 P&E Extension Pit SURFACE TOTAL 1000 2,715 Cubic Yards QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 QUARRY SPALLS Washtub Quarry QUARRY SPALLS TOTAL _1016_ Cubic Yards Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type L‐1005 L‐1005 L‐1005 L‐1006 L‐1007 L‐1015‐4 L‐2012.1 L‐2012.1 Spur B Spur C HM‐2800 5+50 24 40 .5 .5 QS 2 ½” ZDH HM‐2800 6+65 24 40 .5 .5 QS 2 ½” ZDH HM‐2800 8+75 24 40 .5 .5 QS 2 ½” ZDH HM‐2800 12+25 18 30 .5 .5 QS 2 ½” ZDH HM‐2800 16+00 18 30 .5 .5 QS 2 ½” ZDH HM‐2800 20+50 24 30 .5 .5 QS 2 ½” ZDH HM‐2800 24+20 18 30 .5 .5 QS 2 ½” ZDH HM‐2800 32+50 18 30 .5 .5 QS 2 ½” ZDH HM‐2900 1+25 18 30 .5 .5 QS 2 ½” ZDH HM‐2900 8+70 18 30 .5 .5 QS 2 ½” ZDH HM‐3000 0+40 18 40 .5 .5 QS 2 ½” ZDH HM‐3000 7+75 DOL HM‐3100 11+90 1900 18 30 .5 .5 QS 2 ½” ZDH HM‐2815 1+70 7+25 355 DOL HM‐2950 2+00 7+00 18 30 .5 .5 QS NT ZDH HM‐3130 0+25 9+70 0+25 0+25 18” 18” 18” 18” 18” 24” 18” 30’ 30’ 30’ 30’ 30’ 40’ 50’ .5 .5 .5 .5 .5 1 .5 .5 .5 .5 .5 .5 1 .5 QS QS QS QS QS QS QS NT NT NT NT NT NT NT ZDH ZDH ZDH ZDH ZDH ZDH ZDH DOL 18” 18” 40’ 40’ .5 .5 18 40 .5 .5 QS NT ZDH HM‐3130 3+15 18 30 .5 .5 QS NT ZDH HM‐3215 0+60 18 50 .5 .5 QS NT ZDH ZDH HM‐3215 4+20 DOR Key: QS - NT - SL 2 ½” - ZDH - LL DOL - DOL DOR - Quarry Spalls Native (bank run) Select Fill 2 ½ Inch Minus Zero Drop Height Light Loose Riprap Ditchout Left Ditchout Right COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) L‐1000 HM‐ Mainline 0+00 27428+00 Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1015 5 HM‐2800 0+00 5533+50 Pre‐haul Surface 6” Vibratory Smooth Drum 20000 4 5 HM‐2900 0+00 10+00 Pre‐haul Surface/Rock Surface 6” Vibratory Smooth Drum 14000 3 20000 4 L‐2000 5 HM‐3000 0+00 1309+00 Pre‐haul Surface/Rock Surface 6” Vibratory Smooth Drum 14000 3 20000 4 L‐2012 5 HM‐3100 0+00 1514+00 Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1005 5 HM‐2700 0+00 2054+65 00 Pre‐haul Surface Vibratory Xxxxxx Xxxx 00000 0 0 X&X Mainline 0+00 5+00 Pre‐haul Surface Vibratory Smooth Drum 20000 4 5 HM‐2815 0+00 3+70 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1006 5 HM‐2950 0+00 6+35 Subgrade 8” Vibratory Smooth Drum 20000 4 5 HM‐3000 Ext 0+00 1+40 Subgrade 8” Vibratory Smooth Drum 20000 4 5 HM‐3130 0+00 8+50 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1007 5 HM‐3215 0+00 38+85 60 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1015‐4 5 Spur A 0+00 13+40 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐2012.1 0+00 13+75 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 Spur A 0+00 1+00 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+00 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Waste Areas and Embankments 5 WASTE AREAS AND EMBANKMENTS 24” Vibratory Smooth Drum 14000 3 20000 4 DERRINGER 05 CANNECTIVITY 30-097335 098244 MODIFIED DATE: NOVEMBER 08FEBRUARY 19, 2018 2019 Page 24 25 of 29 30 Cuts and Fills ▪ Maintain slope lines to a stable gradient compatible with the construction materials. ▪ Remove slides from ditches and the roadway. ▪ Repair fill‐failures with selected material or material approved by the Contract Administrator. ▪ Remove overhanging material from the top of cut slopes. ▪ Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands. ▪ Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.
Appears in 1 contract
Samples: Cannectivity Agreement
PLASTIC BAND. Plastic coupling and end bands must meet the AASHTO specification designated for the culvert. Only fittings supplied or recommended by the culvert manufacturer may be used. Couplings must be split coupling band. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. TYPICAL SECTION SHEET 30’ 40’ Road Number From Station To Station Tolerance Class Subgrade Width Road Width Ditch Crown in. @ CL Grubbing Limits Clearing Limits Width Depth S R W D G1 G2 C1 C2 L‐1000 Xxxxx X X X X X0 X0 X0 X0 X&X Mainline 0+00 2748+00 A 1620’ 1214’ L‐1015 3’ 1’ 4” HM‐Mainline 0+00 55335+00 A 20’ 14’ 3’ 1’ 4” HM‐2700 0+00 54+00 A 20’ 14’ 3’ 1’ 4” HM‐1500 0+00 21+00 C 16’ 12’ L‐2000 3’ 1’ 4” HM‐1509 0+00 1302+00 A 17’ 12’ L‐2012 0+00 15+00 50 C 16’ 12’ 3’ 1’ 4” *L‐1005 HM‐1300 0+00 207+65 45 C 15’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *HM‐1300 EXT 0+00 10+15 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1006 HM‐1310 0+00 8+50 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1007 0+00 3+85 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1015‐4 0+00 13+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐2012.1 0+00 13+75 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur A 0+00 1+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur B 0+00 19+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur C 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur D 0+00 1+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ * Optional Construction – If roads are BUILT then built, rock is REQUIRED per the ROCK LIST. BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source K2 B2 SELECT PIT RUN Select Pit Run (SPR) Washtub Quarry L‐1005 HM‐1300 0+00 207+65 45 1 ½ : 1 12” 63 7.45 470 P&E Ridge Pit HM‐1300 EXT 0+00 10+15 1 ½ : 1 15” 81 20.65 1670 Washtub Quarry L‐1006 10.15 825 P&E Ridge Pit HM‐1310 0+00 8+50 1 ½ : 1 15” 81 8.50 690 Washtub Quarry L‐1015‐4 0+00 13+40 1 ½ : 1 15” 81 13.40 1085 Washtub Quarry L‐2012.1 0+00 13+75 1 ½ : 1 15” 81 13.75 1115 Washtub Quarry Spur A 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub Quarry Spur B 0+00 19+25 1 ½ : 1 15” 81 1.25 9.25 750 P&E Xxxxx Xxx XXXXXXXX 00 0 000 X&X Ridge Pit TURNAROUNDS 50 2 100 Washtub Quarry Spur C 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur D 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub Quarry LANDINGS 50 14 700 Washtub Quarry LANDINGS 100 3 300 Washtub Quarry P&E Ridge Pit TURNOUTS 50 6 300 Washtub Quarry TURNAROUNDS 50 8 400 Washtub Quarry 3 150 P&E Ridge Pit CURVE WIDENING 200 P&E Ridge Pit INTERSECTIONS 50 9 450 Washtub Quarry 2 100 P&E Ridge Pit SPR BALLAST TOTAL 7,380 2,995 Cubic Yards SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 2 ½ INCH MINUS Wastub Quarry L‐1000 BROWNS QUARRY P&E Mainline 0+00 2748+00 1 ½ : 1 200 yds3 SPOT ROCK Washtub 48.00 200 Browns Quarry L‐1015 HM‐Mainline 0+00 55335+00 1 ½ : 1 300 yds3 SPOT ROCK Washtub 335.00 500 Browns Quarry L‐2000 HM‐1500 0+00 13021+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub 4” 20 21.00 420 Browns Quarry L‐2012 HM‐1509 0+00 152+00 50 1 ½ : 1 250 yds3 SPOT ROCK Washtub 6” 30 2.50 75 Browns Quarry HM‐1310 0+00 9+25 1 ½ : 1 4” 20 9.25 185 Browns Quarry CULVERT BACKFILL 20 16 320 Browns Quarry 2 ½ INCH MINUS SURFACE TOTAL 1000 1,700 Cubic Yards QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 QUARRY SPALLS Washtub CULVERTS 2 4 8 Browns Quarry QUARRY SPALLS TOTAL _10_ 20 Cubic Yards Road Number Location Culvert Length (ft) Riprap QS (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type L‐1005 L‐1005 L‐1005 L‐1006 L‐1007 L‐1015‐4 L‐2012.1 L‐2012.1 Spur B Spur C 5HM‐Mainline 16+65 11+90 1900 24” 40’ 1 1 QS 2 ½” Minus ZDH HM‐Mainline 56+70 7+25 3+00 7+00 0+25 9+70 0+25 0+25 18” 18” 18” 18” 18” 24” 18” 30’ .5 .5 QS 2 ½” Minus ZDH HM‐Mainline 83+50 18” 30’ .5 .5 QS 2 ½” Minus ZDH HM‐Mainline 87+90 18” 30’ .5 .5 QS 2 ½” Minus ZDH HM‐Mainline 99+00 24” 30’ 1 1 QS 2 ½” Minus ZDH HM‐Mainline 102+40 24” 30’ 401 1 QS 2 ½” Minus ZDH HM‐Mainline 106+50 24” 30’ 1 1 QS 2 ½” Minus ZDH HM‐Mainline 111+70 18” 30’ .5 .5 QS 2 ½” Minus ZDH HM‐Mainline 117+60 18” 60’ .5 .5 QS 2 ½” Minus ZDH HM‐Mainline 123+60 18” 60’ .5 .5 QS 2 ½” Minus ZDH HM‐Mainline 304+30 18” 50’ .5 .5 .5 .5 .5 1 .5 .5 .5 .5 .5 .5 1 .5 QS QS QS QS QS QS QS NT NT NT NT NT NT NT 2 ½” Minus ZDH ZDH ZDH ZDH ZDH ZDH ZDH DOL 18” HM‐Mainline 310+00 18” 40’ .5 .5 QS 2 ½” Minus ZDH HM‐Mainline 335+70 18” 30’ .5 .5 QS 2 ½” Minus ZDH HM‐1300 0+40 18” 40’ .5 .5 QS 2 ½” Minus ZDH HM‐1310 3+00 18” 30’ .5 .5 QS 2 ½” Minus ZDH P&E Mainline 40+00 18” 30’ .5 .5 QS NT NT ZDH 2 ½” Minus ZDH Key: QS - Quarry Spalls NT - SL - ZDH - LL - DOL - Quarry Spalls Native (bank run) SL - Select Fill ZDH - Zero Drop Height Light Loose Riprap DOR - Ditchout Right DOL - Ditchout Left COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) L‐1000 HM‐Mainline 0+00 27335+00 Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1015 P&E Mainline 0+00 5548+00 Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐2000 HM‐2700 0+00 13054+00 Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐2012 HM‐1500 0+00 1521+00 Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1005 HM‐1509 0+00 202+65 Subgrade 50 Pre‐haul Surface Vibratory Smooth Drum 20000 4 HM‐1300 0+00 Subgrade/Rock 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1006 HM‐1300 EXT 0+00 8+50 Subgrade Subgrade/Rock 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1007 HM‐1310 0+00 3+85 Subgrade Subgrade/Rock 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1015‐4 0+00 13+40 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐2012.1 0+00 13+75 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Spur A 0+00 1+00 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+00 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Waste Areas and Embankments WASTE AREAS AND EMBANKMENTS 24” Vibratory Smooth Drum 14000 20000 4 INSTALLATION REQUIREMENTS: 1. Proper preparation of foundation and placement of any required bedding material shall precede the installation of all culverts. This includes necessary leveling of the native trench bottom and compaction of required bedding material to form a uniform, dense, unyielding base. The pipe must be uniformly supported along the barrel. 2. Backfill material shall be compacted under the culvert haunches, around the sides, and above the culvert in accordance with the COMPACTION LIST. ALL DRAWINGS ARE NOT TO SCALE CROSS SECTION Backfill Material as specified on the CULVERT LIST Bedding Material Min 6 in as specified on the CULVERT LIST CULVERT PROFILE (TYPICAL) Normal Backslope Minimum height of cover as specified in the Road Plan Additional backslope Subgrade Backfill Material as specified cut to allow for on the CULVERT LIST catch basin Energy Dissipateras specified on the Lower ditchline to Catch Basin ROCK LIST accommodate diameter of Min 1.5 Culvert Dia. culvert Bedding Material as specified on the CULVERT LIST CULVERT WITH DOWNSPOUT OPTION 1 Min 5 ft Double walled Single walled polyethylene culvert Coupling polyethylene (Buried) downspout CULVERT WITH DOWNSPOUT OPTION 2 Xxxxxx Elbow (See Detail) SUPPORT STAKES Min 1 culvert dia. Min 1 ft Stake Material: T-post with rust protection coating. Connections: Bolt support stakes to the culvert with 5" u-bolts, with washers on both 8 the inside and outside of the culvert. Alternative staking methods may be approved, in writing, by the Contract Administrator. XXXXXX ELBOW Culvert Diameter Bolted with 5" galvanized8 bolts and washers (both sides) Downspout must be 6 inches larger in diameter than the culvert. Max 10 ft Support Stakes (See Detail) Culvert Stable Ground Downspout HEADWALLS Plan View Section View Min 1 Culvert Dia. Low spot below subgrade elevation to allow for water to continue down ditch in case of plugged culvert Taper headwall material into ditchline at a 2:1 slope Subgrade Headwall Material as specified on the CULVERT LIST Culvert Edge of Road Subgrade Downgrade Skew Min 1-1/2 Culvert Dia. Ditch Centerline Culvert Marker as specified on the CULVERT LIST CULVERT MARKERS ENERGY DISSIPATERS Material as specified on the CULVERT LIST Min 3 4 DERRINGER 0-097335 MODIFIED DATEft Culvert Marker as specified in the CULVERT LIST Culvert Subgrade Min 2 ft Min 2 ft Min 1 ft Min 1 ft Min 1 Culvert Dia. ` Min 1 ft Culvert Marker Material: NOVEMBER 081 Inch I.D., 2018 Page 24 Schedule 40 PVC Pipe, White. Marker must be capped on the top. Culvert Marker Placement: Place on uphill side of 29 culvert, between corrugations if possible. Alternative culvert marker types may be approved, in writing, by the Contract Administrator. Level Side Hill Min Energy Dissipater Depth: 1 Culvert Dia. Cuts and Fills Maintain slope lines to a stable gradient compatible with the construction materials. Remove slides from ditches and the roadway. Repair fill‐failures with selected material or material approved by the Contract Administrator. Remove overhanging material from the top of cut slopes. Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands. Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.
Appears in 1 contract
Samples: Sale
PLASTIC BAND. Plastic coupling and end bands must meet the AASHTO specification designated for the culvert. Only fittings supplied or recommended by the culvert manufacturer may be used. Couplings must be split coupling band. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. TYPICAL SECTION SHEET 30’ 40’ Road Number From Station To Station Tolerance Class Subgrade Width Road Width Ditch Crown in. @ CL Grubbing Limits Clearing Limits Width Depth S R W D G1 G2 C1 C2 L‐1000 HM‐Mainline 0+00 27+00 A 16’ 12’ L‐1015 0+00 55+00 C 16’ 12’ L‐2000 0+00 130428+00 A 17’ 1214’ L‐2012 3’ 1’ 4” HM‐2800 0+00 1533+00 C 1650 B 17’ 1214’ *L‐1005 3’ 1’ 4” HM‐2900 0+00 2010+65 00 B 17’ 14’ 3’ 1’ 4” HM‐3000 0+00 9+00 B 17’ 14’ 3’ 1’ 4” HM‐3100 0+00 14+00 B 17’ 14’ 3’ 1’ 4” HM‐2700 0+00 54+00 A 17’ 14’ 3’ 1’ 4” P&E Mainline 0+00 5+00 A 17’ 14’ 3’ 1’ 4” *HM‐2815 0+00 3+70 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1006 HM‐2950 0+00 6+35 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *HM‐3000 Ext 0+00 1+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *HM‐3130 0+00 8+50 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1007 HM‐3215 0+00 38+85 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1015‐4 0+00 13+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐2012.1 0+00 13+75 60 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur A 0+00 10+00 75 C 1615’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur B 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur C 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur D 0+00 1+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ * Optional Construction – If roads are BUILT then built, rock is REQUIRED per the ROCK LIST. BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source K2 B2 SELECT PIT RUN (SPR) Washtub Quarry L‐1005 HM‐2815 0+00 203+65 70 1 ½ : 1 15” 81 20.65 1670 Washtub Quarry L‐1006 3.70 000 X&X Extension Pit HM‐2950 0+00 6+35 1 ½ : 1 15” 81 6.35 000 X&X Extension Pit HM‐3000 Ext 0+00 1+40 1 ½ : 1 15” 81 1.40 000 X&X Extension Pit HM‐3130 0+00 8+50 1 ½ : 1 15” 81 8.50 690 Washtub Quarry L‐1015‐4 000 X&X Extension Pit HM‐3215 0+00 138+40 60 1 ½ : 1 15” 81 13.40 1085 Washtub Quarry L‐2012.1 8.60 700 P&E Extension Pit Spur A 0+00 130+75 1 ½ : 1 1512” 81 13.75 1115 Washtub Quarry Spur A 0+00 1+00 63 .75 50 P&E Xxxxxxxxx Xxx Xxxxxxxx 000 0 000 X&X Extension Pit Turnouts 50 1 ½ : 1 15” 81 1.00 80 Washtub Quarry Spur B 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur C 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur D 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub Quarry LANDINGS 50 14 700 Washtub Quarry LANDINGS 100 3 300 Washtub Quarry TURNOUTS P&E Extension Pit Turn Arounds 50 6 300 Washtub Quarry TURNAROUNDS 5 250 P&E Extension Pit Intersections 50 8 400 Washtub Quarry INTERSECTIONS 50 9 450 Washtub Quarry 5 250 P&E Extension Pit SPR BALLAST TOTAL 7,380 _3,620_ Cubic Yards SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 2 ½ INCH MINUS Wastub Quarry L‐1000 HM‐Mainline 0+00 27428+00 1 ½ : ½:1 500 yds3 SPOT ROCK P&E Extension Pit HM‐2800 0+00 33+50 1 ½:1 6” 30 33.50 0000 X&X Extension Pit HM‐2900 0+00 10+00 1 ½:1 6” 30 10.00 000 X&X Extension Pit HM‐3000 0+00 9+00 1 ½:1 6” 30 9.00 000 X&X Extension Pit HM‐3100 0+00 14+00 1 ½:1 200 yds3 SPOT ROCK Washtub Quarry L‐1015 P&E Extension Pit HM‐2700 0+00 5554+00 1 ½ : 1 300 ½:1 200 yds3 SPOT ROCK Washtub Quarry L‐2000 0+00 130+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry L‐2012 0+00 15+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry 2 ½ INCH MINUS P&E Extension Pit Culvert Backfill 20 12 240 P&E Extension Pit SURFACE TOTAL 1000 2,715 Cubic Yards QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 QUARRY SPALLS Washtub Quarry QUARRY SPALLS TOTAL _1016_ Cubic Yards Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type L‐1005 L‐1005 L‐1005 L‐1006 L‐1007 L‐1015‐4 L‐2012.1 L‐2012.1 Spur B Spur C HM‐2800 5+50 24 40 .5 .5 QS 2 ½” ZDH HM‐2800 6+65 24 40 .5 .5 QS 2 ½” ZDH HM‐2800 8+75 24 40 .5 .5 QS 2 ½” ZDH HM‐2800 12+25 18 30 .5 .5 QS 2 ½” ZDH HM‐2800 16+00 18 30 .5 .5 QS 2 ½” ZDH HM‐2800 20+50 24 30 .5 .5 QS 2 ½” ZDH HM‐2800 24+20 18 30 .5 .5 QS 2 ½” ZDH HM‐2800 32+50 18 30 .5 .5 QS 2 ½” ZDH HM‐2900 1+25 18 30 .5 .5 QS 2 ½” ZDH HM‐2900 8+70 18 30 .5 .5 QS 2 ½” ZDH HM‐3000 0+40 18 40 .5 .5 QS 2 ½” ZDH HM‐3000 7+75 DOL HM‐3100 11+90 1900 18 30 .5 .5 QS 2 ½” ZDH HM‐2815 1+70 7+25 355 DOL HM‐2950 2+00 7+00 18 30 .5 .5 QS NT ZDH HM‐3130 0+25 9+70 0+25 0+25 18” 18” 18” 18” 18” 24” 18” 30’ 30’ 30’ 30’ 30’ 40’ 50’ .5 .5 .5 .5 .5 1 .5 .5 .5 .5 .5 .5 1 .5 QS QS QS QS QS QS QS NT NT NT NT NT NT NT ZDH ZDH ZDH ZDH ZDH ZDH ZDH DOL 18” 18” 40’ 40’ .5 .5 18 40 .5 .5 QS NT ZDH HM‐3130 3+15 18 30 .5 .5 QS NT ZDH HM‐3215 0+60 18 50 .5 .5 QS NT ZDH ZDH HM‐3215 4+20 DOR Key: QS - NT - SL 2 ½” - ZDH - LL DOL - DOL DOR - Quarry Spalls Native (bank run) Select Fill 2 ½ Inch Minus Zero Drop Height Light Loose Riprap Ditchout Left Ditchout Right COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) L‐1000 HM‐ Mainline 0+00 27428+00 Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1015 5 HM‐2800 0+00 5533+50 Pre‐haul Surface 6” Vibratory Smooth Drum 20000 4 5 HM‐2900 0+00 10+00 Pre‐haul Surface/Rock Surface 6” Vibratory Smooth Drum 14000 3 20000 4 L‐2000 5 HM‐3000 0+00 1309+00 Pre‐haul Surface/Rock Surface 6” Vibratory Smooth Drum 14000 3 20000 4 L‐2012 5 HM‐3100 0+00 1514+00 Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1005 5 HM‐2700 0+00 2054+65 00 Pre‐haul Surface Vibratory Xxxxxx Xxxx 00000 0 0 X&X Mainline 0+00 5+00 Pre‐haul Surface Vibratory Smooth Drum 20000 4 5 HM‐2815 0+00 3+70 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1006 5 HM‐2950 0+00 6+35 Subgrade 8” Vibratory Smooth Drum 20000 4 5 HM‐3000 Ext 0+00 1+40 Subgrade 8” Vibratory Smooth Drum 20000 4 5 HM‐3130 0+00 8+50 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1007 5 HM‐3215 0+00 38+85 60 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1015‐4 5 Spur A 0+00 13+40 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐2012.1 0+00 13+75 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 Spur A 0+00 1+00 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+00 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Waste Areas and Embankments 5 WASTE AREAS AND EMBANKMENTS 24” Vibratory Smooth Drum 14000 3 20000 4 DERRINGER 05 CANNECTIVITY 30-097335 098244 MODIFIED DATE: NOVEMBER 08FEBRUARY 19, 2018 2019 Page 24 25 of 29 30 Cuts and Fills Maintain slope lines to a stable gradient compatible with the construction materials. Remove slides from ditches and the roadway. Repair fill‐failures with selected material or material approved by the Contract Administrator. Remove overhanging material from the top of cut slopes. Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands. Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.
Appears in 1 contract
Samples: Cannectivity Agreement
PLASTIC BAND. DRAFT Plastic coupling and end bands must meet the AASHTO specification designated for the culvert. Only fittings supplied or recommended by the culvert manufacturer may be used. Couplings must be split coupling band. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. TYPICAL SECTION SHEET 30’ 40’ Road Number From Station To Station Tolerance Class Subgrade Width Road Width Ditch Crown in. @ CL Grubbing Limits Clearing Limits Width Depth S R W D G1 G2 C1 C2 L‐1000 7000 0+00 2775+00 A 17’ 14’ 3’ 1’ 4” 8000 0+00 220+00 A 16’ 12’ L‐1015 3’ 1’ 4” MC‐8400 0+00 5550+00 C A 16’ 12’ L‐2000 3’ 1’ 4” 8200 0+00 1306+00 50 A 17’ 12’ L‐2012 0+00 15+00 C 16’ 12’ *L‐1005 3’ 1’ 4” 8210 0+00 20132+65 C 00 A 16’ 12’ 3’ 1’ 4” 8250 0+00 74+00 A 16’ 12’ 3’ 1’ 4” *8250 Ext. 0+00 65+15 B 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1006 8253 0+00 818+50 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1007 0+00 3+85 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1015‐4 0+00 13+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐2012.1 0+00 13+75 C 35 B 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur A 0+00 1+00 C 15 B 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur B 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur C 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur D 0+00 1+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ DRAFT * Optional Construction – ‐ If roads are BUILT built then rock ROCK is REQUIRED per the ROCK LIST. LIST DRAFT BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source K2 B2 SELECT PIT RUN (SPR) Washtub Quarry L‐1005 8250 Ext. 0+00 2065+65 15 1 ½ : 1 15” 81 20.65 1670 Washtub Quarry L‐1006 65.15 5275 Upper Mill Ridge 8253 0+00 818+50 35 1 ½ : 1 15” 81 8.50 690 Washtub Quarry L‐1015‐4 18.35 1485 Upper Mill Ridge Spur A 0+00 131+40 15 1 ½ : 1 15” 81 13.40 1085 Washtub Quarry L‐2012.1 0+00 13+75 1.15 95 Upper Mill Ridge LANDINGS 1 ½ : 1 15” 81 13.75 1115 Washtub Quarry Spur A 0+00 1+00 50 4 200 Upper Mill Ridge TURNOUTS 1 ½ : 1 15” 81 1.00 80 Washtub Quarry Spur B 0+00 1+25 50 8 400 Upper Mill Ridge TURNAROUNDS 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur C 0+00 1+25 50 8 400 Upper Mill Ridge INTERSECTIONS 1 ½ : 1 15” 81 1.25 50 2 100 Washtub Quarry Spur D 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub Quarry LANDINGS 50 14 700 Washtub Quarry LANDINGS 100 3 300 Washtub Quarry TURNOUTS 50 6 300 Washtub Quarry TURNAROUNDS 50 8 400 Washtub Quarry INTERSECTIONS 50 9 450 Washtub Quarry Upper Mill Ridge SPR BALLAST TOTAL 7,380 7,955 Cubic Yards SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 2 ½ INCH MINUS Wastub Quarry L‐1000 0+00 27+00 1 ½ : 1 200 yds3 SPOT ROCK Washtub Quarry L‐1015 0+00 55+00 1 ½ : 1 300 yds3 SPOT ROCK Washtub Quarry L‐2000 0+00 130+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry L‐2012 0+00 15+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry 2 ½ INCH MINUS SURFACE TOTAL 1000 Cubic Yards QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 QUARRY SPALLS Washtub Quarry QUARRY SPALLS TOTAL _10_ Cubic Yards Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type L‐1005 L‐1005 L‐1005 L‐1006 L‐1007 L‐1015‐4 L‐2012.1 L‐2012.1 Spur B Spur C 5+65 11+90 19+70 7+25 3+00 7+00 0+25 9+70 0+25 0+25 18” 18” 18” 18” 18” 24” 18” 30’ 30’ 30’ 30’ 30’ 40’ 50’ .5 .5 .5 .5 .5 1 .5 .5 .5 .5 .5 .5 1 .5 QS QS QS QS QS QS QS NT NT NT NT NT NT NT ZDH ZDH ZDH ZDH ZDH ZDH ZDH DOL 18” 18” 40’ 40’ .5 .5 .5 .5 QS QS NT NT ZDH ZDH Key: QS - NT - SL - ZDH - LL - DOL - Quarry Spalls Native (bank run) Select Fill Zero Drop Height Light Loose Riprap Ditchout Left COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) L‐1000 0+00 27+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐1015 0+00 55+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐2000 0+00 130+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐2012 0+00 15+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐1005 0+00 20+65 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1006 0+00 8+50 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1007 0+00 3+85 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1015‐4 0+00 13+40 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐2012.1 0+00 13+75 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Spur A 0+00 1+00 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+00 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Waste Areas and Embankments 24” Vibratory Smooth Drum 14000 3 4 DERRINGER 0-097335 MODIFIED DATE: NOVEMBER 08, 2018 Page 24 of 29 Cuts and Fills Maintain slope lines to a stable gradient compatible with the construction materials. Remove slides from ditches and the roadway. Repair fill‐failures with selected material or material approved by the Contract Administrator. Remove overhanging material from the top of cut slopes. Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands. Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.Crushed Rock
Appears in 1 contract
Samples: State Unless Otherwise Noted
PLASTIC BAND. Plastic coupling and end bands must meet the AASHTO specification designated for the culvert. Only fittings supplied or recommended by the culvert manufacturer may be used. Couplings must be split coupling band. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. TYPICAL SECTION SHEET 30’ 40’ Road Number From Station To Station Tolerance Class Subgrade Width Road Width Ditch Crown in. @ CL Grubbing Limits Clearing Limits Width Depth S R W D G1 G2 C1 C2 L‐1000 MC‐8400 0+00 2725+00 A 16’ 12’ L‐1015 0+00 55+00 C 16’ 12’ L‐2000 0+00 130+00 A 17’ 12’ L‐2012 0+00 15+00 C 16’ 12’ *L‐1005 0+00 20+65 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1006 MC‐8450 0+00 89+50 C 00 A 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1007 MC‐8451 0+00 36+85 C 25 A 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1015‐4 HM‐2700 0+00 1354+40 C 00 A 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐2012.1 HM‐2600 0+00 1355+75 C 00 A 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur A HM‐Mainline 0+00 310+00 A 16’ 12’ 3’ 1’ 4” *MC‐8450 Ext 0+00 12+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur B MC‐8451 Ext 0+00 17+25 70 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur C HM‐2620 0+00 14+25 30 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur D HM‐2640 0+00 16+05 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *HM‐2650 0+00 9+15 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *HM‐2710 0+00 20+30 C 15’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *HM‐2720 0+00 8+00 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ * Optional Construction – If roads are BUILT built then rock ROCK is REQUIRED per the ROCK LIST. BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source K2 B2 SELECT PIT RUN (SPR) Washtub Quarry L‐1005 MC‐8450 Ext 0+00 20+65 1 ½ : 1 15” 81 20.65 1670 Washtub Quarry L‐1006 0+00 8+50 1 ½ : 1 15” 81 8.50 690 Washtub Quarry L‐1015‐4 0+00 13+40 1 ½ : 1 15” 81 13.40 1085 Washtub Quarry L‐2012.1 0+00 13+75 1 ½ : 1 15” 81 13.75 1115 Washtub Quarry Spur A 0+00 112+00 1 ½ : 1 15” 81 1.00 80 Washtub 12.00 000 X&X Extension Quarry Spur B MC‐8451 Ext 0+00 17+25 70 1 ½ : 1 15” 81 1.25 100 Washtub 7.70 000 X&X Extension Quarry Spur C HM‐2620 0+00 14+25 30 1 ½ : 1 15” 81 1.25 100 Washtub 4.30 000 X&X Extension Quarry Spur D HM‐2640 0+00 116+05 1 ½ : 1 15” 81 16.05 0000 X&X Extension Quarry HM‐2650 0+00 9+15 1 ½ : 1 15” 81 9.15 000 X&X Extension Quarry HM‐2710 0+00 20+30 1 ½ : 1 9” 46 20.30 000 X&X Extension Quarry HM‐2720 0+00 8+00 1 ½ : 1 15” 81 1.00 80 Washtub 8.00 000 X&X Extension Quarry LANDINGS 50 14 700 Washtub Quarry LANDINGS 100 3 300 Washtub Quarry TURNOUTS 50 6 300 Washtub Quarry TURNAROUNDS 50 8 400 Washtub P&E Extension Xxxxxx XXXXXXXX 00 0 000 X&X Extension Xxxxxx XXXXXXXXXXX 00 0 000 X&X Extension Quarry INTERSECTIONS 50 9 450 Washtub 7 350 P&E Extension Quarry SPR BALLAST TOTAL 7,380 _6,870_ Cubic Yards SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 2 ½ INCH MINUS Wastub Quarry L‐1000 MC‐8400 0+00 2725+00 1 ½ : 1 200 yds3 100 Yds3 SPOT ROCK Washtub P&E Extension Quarry L‐1015 MC‐8450 0+00 9+00 1 ½ : 1 50 Yds3 SPOT ROCK P&E Extension Quarry MC‐8451 0+00 6+25 1 ½ : 1 50 Yds3 SPOT ROCK P&E Extension Quarry HM‐2700 0+00 54+00 1 ½ : 1 100 Yds3 SPOT ROCK P&E Extension Quarry HM‐2600 0+00 55+00 1 ½ : 1 300 yds3 150 Yds3 SPOT ROCK Washtub P&E Extension Quarry L‐2000 HM‐Mainline 0+00 130310+00 1 ½ : 1 250 yds3 Yds3 SPOT ROCK Washtub P&E Extension Quarry L‐2012 0+00 15+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub STOCKPILE 1,300 Yds3 STOCKPILE P&E Extension Quarry 2 ½ INCH MINUS CRUSHED SURFACE TOTAL 1000 _2,000_ Cubic Yards QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 QUARRY SPALLS Washtub Quarry QUARRY SPALLS TOTAL _10_ 12 Cubic Yards Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type L‐1005 L‐1005 L‐1005 L‐1006 L‐1007 L‐1015‐4 L‐2012.1 L‐2012.1 Spur B Spur C 5+65 11+90 19+70 7+25 3+00 7+00 0+25 9+70 0+25 MC‐8450 Ext 0+25 18” 18” 18” 18” 18” 24” 18” 30’ 30’ 30’ 30’ 30’ 40’ 50’ .5 .5 .5 .5 .5 1 .5 .5 .5 .5 .5 .5 1 .5 QS QS QS QS QS QS QS NT NT NT NT NT NT NT ZDH ZDH ZDH ZDH ZDH ZDH ZDH DOL 18” 18” 40’ 40’ .5 .5 40 .5 .5 QS NT ZDH MC‐8450 Ext 11+79 18” 00 .0 .0 XX XX XXX XX‐0000 5+00 DOR HM‐2640 7+95 18” 00 .0 .0 XX XX XXX XX‐0000 10+55 18” 00 .0 .0 XX XX XXX XX‐0000 4+15 18” 00 .0 .0 XX XX XXX XX‐0000 8+15 18” 00 .0 .0 XX XX XXX XX‐0000 3+60 18” 00 .0 .0 XX XX XXX XX‐0000 8+75 18” 00 .0 .0 XX XX XXX XX‐0000 13+95 18” 00 .0 .0 XX XX XXX XX‐0000 20+00 18” 00 .0 .0 XX XX XXX XX‐0000 0+20 18” 00 .0 .0 XX XX XXX XX‐0000 4+05 18” 30 .5 .5 QS NT NT ZDH ZDH KeySkid Road XXX 00” 00 XX Xxx: QS - NT - SL - ZDH - LL - DOL DOR - Quarry Spalls Native (bank run) Select Fill Zero Drop Height Light Loose Riprap Ditchout Left Right COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) L‐1000 0+00 27+00 ALL ROADS ALL STATIONS Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1015 0+00 55+00 Pre‐haul Surface5 ALL ROADS ALL STATIONS Subgrade/Rock Vibratory Smooth Drum 14000 3 4 L‐2000 0+00 130+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐2012 0+00 15+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐1005 0+00 20+65 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1006 0+00 8+50 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1007 0+00 3+85 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1015‐4 0+00 13+40 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐2012.1 0+00 13+75 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Spur A 0+00 1+00 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+00 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Waste Areas and Embankments 5 WASTE AREAS AND EMBANKMENTS 24” Vibratory Smooth Drum 14000 3 20000 4 DERRINGER 0-097335 MODIFIED DATE: NOVEMBER 08, 2018 Page 24 of 29 5 Cuts and Fills Maintain slope lines to a stable gradient compatible with the construction materials. Remove slides from ditches and the roadway. Repair fill‐failures with selected material or material approved by the Contract Administrator. Remove overhanging material from the top of cut slopes. Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands. Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.
Appears in 1 contract
Samples: State Unless Otherwise Noted
PLASTIC BAND. Plastic coupling and end bands must meet the AASHTO specification designated for the culvert. Couplings must Only fittings supplied or recommended by the culvert manufacturer may be split coupling bandused. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. TYPICAL SECTION SHEET 30’ 40’ Road Number From Station To Station Tolerance Class Subgrade Width Road Width Ditch Crown in. @ CL Grubbing Limits Clearing Limits Width Depth S R W D G1 G2 C1 C2 L‐1000 L‐3000 10+00 360+00 A 18’ 14’ 3’ 1’ 4” **L‐3000 360+00 405+00 A 18’ 14’ 3’ 1’ 4” **L‐3100 0+00 27+00 A 16’ 12’ L‐1015 0+00 55+00 C 16’ 12’ L‐2000 0+00 130160+00 A 17’ 1214’ L‐2012 3’ 1’ 4” L‐3041 0+00 15+00 C 16A 15’ 12’ *L‐1005 3’ 1’ 4” L‐3042 0+00 2035+00 A 15’ 12’ 3’ 1’ 4” *L‐3041A 0+00 7+65 C 1615’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1006 L‐3042‐1 0+00 823+50 00 C 1615’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1007 L‐3043 0+00 343+85 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐1015‐4 0+00 13+40 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *L‐2012.1 0+00 13+75 60 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur A 0+00 1+00 20 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur B 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur C 0+00 1+25 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ *Spur D 0+00 1+00 75 C 16’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ * Optional Construction Constuction/Reconstruction – If roads Roads are BUILT then built the rock is REQUIRED per the ROCK LIST. ** Optional Prehaul Maintenance – If roads are used for ANY haul then maintenance is REQUIRED per CLAUSE 0‐6. BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source K2 B2 SELECT PIT RUN Select Pit Run (SPR) Washtub Quarry L‐1005 L‐3041A 0+00 207+65 1 ½ : 1 9” 46 7.65 350 Lincoln Quarry L‐3042‐1 0+00 23+00 1 ½ : 1 9” 46 23.00 1060 Lincoln Quarry L‐3043 0+00 43+60 1 ½ : 1 15” 81 20.65 1670 Washtub 43.60 3530 Lincoln Quarry L‐1006 Spur A 0+00 81+50 20 1 ½ : 1 15” 81 8.50 690 Washtub 1.20 95 Lincoln Quarry L‐1015‐4 Spur B 0+00 13+40 1 ½ : 1 15” 81 13.40 1085 Washtub Quarry L‐2012.1 0+00 131+75 1 ½ : 1 15” 81 13.75 1115 Washtub Quarry Spur A 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub Quarry Spur B 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur C 0+00 1+25 1 ½ : 1 15” 81 1.25 100 Washtub Quarry Spur D 0+00 1+00 1 ½ : 1 15” 81 1.00 80 Washtub 1.75 140 Lincoln Quarry LANDINGS 75 5 375 Lincoln Quarry TURNAROUNDS 50 14 700 Washtub Quarry LANDINGS 100 3 6 300 Washtub Lincoln Quarry TURNOUTS 50 6 300 Washtub Quarry TURNAROUNDS 50 8 400 Washtub 7 350 Lincoln Quarry INTERSECTIONS 50 9 450 Washtub 5 250 Lincoln Quarry SPR BALLAST TOTAL 7,380 _6,450 Cubic Yards SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 2 ½ INCH MINUS Wastub Quarry L‐1000 0L‐3000 10+00 27360+00 1 ½ : 1 200 500 yds3 SPOT ROCK Washtub Lincoln Quarry L‐1015 0+00 55+00 1 ½ : 1 300 yds3 SPOT ROCK Washtub Quarry L‐2000 0+00 130+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub Quarry L‐2012 L‐3041 0+00 15+00 1 ½ : 1 250 yds3 SPOT ROCK Washtub 6” 30 15.00 450 Lincoln Quarry L‐3042 0+00 35+00 1 ½ : 1 6” 30 35.00 1050 Lincoln Quarry 2 ½ INCH MINUS SURFACE TOTAL 1000 2,000 Cubic Yards QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Total Rock Source K1 B1 QUARRY SPALLS Washtub Quarry QUARRY SPALLS TOTAL _10_ 10 Cubic Yards CULVERT LIST Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type L‐1005 L‐1005 L‐1005 L‐1006 L‐1007 L‐1015‐4 L‐2012.1 L‐2012.1 Spur B Spur C 5L‐3041A L‐3042‐1 L‐3042‐1 L‐3043 L‐3043 L‐3043 L‐3043 L‐3043 L‐3043 L‐3043 L‐3043 L‐3043 6+65 1115 4+90 1950 10+70 730 2+25 375 9+50 12+85 17+80 20+00 721+00 025+25 980 34+70 000 42+25 0+25 00 DOL 18” 18” 30’ 30’ .5 .5 .5 .5 QS QS NT NT ZDH ZDH DOR 18” 30’ .5 .5 QS NT ZDH DOR 18” 18” 36” 18” 18” 18” 18” 24” 18” 30’ 30’ 50’ 40’ 30’ 30’ 30’ 30’ 40’ 50’ .5 .5 1 .5 .5 .5 .5 .5 1 .5 .5 .5 .5 .5 .5 1 .5 QS QS QS QS QS QS QS NT NT NT NT NT NT NT ZDH ZDH ZDH ZDH ZDH ZDH ZDH DOL 18” 18” 40’ 40’ .5 .5 .5 .5 QS QS NT NT ZDH ZDH Key: QS - NT - SL - ZDH - LL - DOL - Quarry Spalls Native (bank run) Select Fill Zero Drop Height Light Loose Riprap Ditchout Left COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) L‐1000 0+00 27+00 ALL ROADS ALL STATIONS Pre‐haul Surface/Rock Surface Vibratory Smooth Drum 14000 3 20000 4 L‐1015 0+00 55+00 Pre‐haul Surface5 ALL ROADS ALL STATIONS Subgrade/Rock Vibratory Smooth Drum 14000 3 4 L‐2000 0+00 130+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐2012 0+00 15+00 Pre‐haul Surface/Rock Vibratory Smooth Drum 14000 3 4 L‐1005 0+00 20+65 Subgrade 8” Vibratory Smooth Drum 14000 3 20000 4 L‐1006 0+00 8+50 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1007 0+00 3+85 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐1015‐4 0+00 13+40 Subgrade 8” Vibratory Smooth Drum 14000 3 4 L‐2012.1 0+00 13+75 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Spur A 0+00 1+00 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+25 Subgrade 8” Vibratory Xxxxxx Xxxx 00000 0 0 Xxxx X 0+00 1+00 Subgrade 8” Vibratory Smooth Drum 14000 3 4 Waste Areas and Embankments 5 WASTE AREAS AND EMBANKMENTS 24” Vibratory Smooth Drum 14000 3 20000 4 DERRINGER 05 RAIL SPLITTER 30-097335 098509 MODIFIED DATE: NOVEMBER 08OCTOBER 10, 2018 2019 Page 24 of 29 Cuts and Fills Maintain slope lines to a stable gradient compatible with the construction materials. Remove slides from ditches and the roadway. Repair fill‐failures with selected material or material approved by the Contract Administrator. Remove overhanging material from the top of cut slopes. Waste material from slides or other sources shall be placed and compacted in stable locations identified in the road plan or approved by the Contract Administrator, so that sediment will not deliver to any streams or wetlands. Slide material and debris shall not be mixed into the road surface materials, unless approved by the Contract Administrator.
Appears in 1 contract
Samples: www.dnr.wa.gov
