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 (pg 1 of 1) Road Number From Station To Station Tolera nce Class Subgrade Width (feet) Road Width (feet) Ditch Crown in. @ CL Grubbing Limits (feet) Clearing Limits (feet) Cut Slope Ratio Fill Slope Ratio Width (feet) Depth (feet) S R W D G1 G2 C1 C2 Clause Clause 5500 128+00 530+40 C 16 3 1 4 4-5 4-6 5516 0+00 226+69 C 00 0 0 0 0-0 0-0 0000 -00 0+00 117+50 C 12 3 1 4 4-5 4-6 5516-18 0+00 24+00 C 12 3 1 4 4-5 4-6 5516-19 0+00 167+29 C 12 3 1 4 4-5 4-6 5516-20 0+00 10+10 C 12 3 1 4 4-5 4-6 5516-21 0+00 24+95 C 15 13 3 1 4 2 2 5 5 4-5 4-6 5516-21 24+95 39+15 C 15 13 3 1 2 2 0 0 4-5 4-6 200 Spur 0+00 3+63 C 15 13 3 1 4 2 2 5 5 4-5 4-6 300 Spur 0+00 1+50 C 15 13 3 1 4 2 2 Tags Tags 4-5 4-6 300 Spur 1+50 14+91 C 15 13 3 1 4 2 2 5 5 4-5 4-6 ROCK LIST BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source Turnout Length Width Taper K2 B2 4 Inch In-Place L H T 5516-21 0+00 24+95 1½ : 1 8” 35 24.95 873 Tsuga Pit 50 12 25 5516-21* 24+95 39+15 1½ : 1 8” 35 14.20 497 50 12 25 200 Spur* 0+00 3+63 1½ : 1 8” 35 3.63 127 300 Spur 0+00 14+91 1½ : 1 8” 35 14.91 522 50 12 25 Turnout & Turnarounds 141 Surface Rock over Culvert Installation 20 CY per Culvert 21 Culverts 420 Quarry Spalls Culvert Headwalls and Dissapators 32 culverts 107 4 Inch In-Place Total 2580 Cubic Yards Quarry Spalls Total 107 Cubic Yards *Optional Rock: If Purchaser elects to haul on optional rock roads in wet weather, the depth listed above is recommended but not required. SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations Tons Subtotal Rock Source Turnout Length Width Taper K1 B1 5/8 INCH MINUS L H T 5500 128+00 530+40 1 ½ :1 Spot Rock 315 Commercial 5/8 Inch Minus Total 315 Tons NOTE: Ballast yardages are estimated on a compacted (In-Place) basis. Compliance of required rock will be based on compacted depth measurement. Apply appropriate factors to determine loose amounts for estimating purposes. Roads and rock quantities are designed for dry weather use. If Purchaser elects to haul in wet weather additional rock may be obtained from the rock pits listed in Section 6 at the Purchaser’s expense and with prior written approval from the Contract Administrator. TURNOUT & TURNAROUND LIST Road Number Begin L- Station End L- Station Turnout Width (H) Full Width Length (L) Taper Length (T) Comments 5516-21 23+75 24+75 12’ 50’ 25’ Turnout Right 5516-21 38+15 39+15 30’ 30’ 15’ Turnaround 300 Spur 4+08 5+08 12’ 50’ 25’ Turnout Right 300 Spur 14+46 14+91 30’ 30’ 15’ Turnaround *See Typical Section Sheet for Turnout Detail COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipm ent Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) 5516-21 0+00 39+15 Prehaul Maintenance, Surfacing 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 200 Spur 0+00 3+63 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 300 Spur 0+00 14+91 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 5500 128+00 530+40 Prehaul Maintenance 3” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-19 48+79 72 AS12 40 5 5 QS NT Stream, Replace 5516-19 49+07 18 PD 30 1 1.5 QS NT Install 5516-19 50+60 48 PD 35 3 3.5 QS NT Stream, Replace 5516-19 51+15 18 PD 30 1 1.5 QS NT Install 5516-19 54+09 36 PD 40 2 2.5 QS NT Stream, Replace 5516-19 55+12 18 PD 30 1 1.5 QS NT Install 5516-19 60+28 24 PD 40 2 2.5 QS NT Stream, Replace 5516-19 61+84 36 PD 30 2 2.5 QS NT Stream, Install 5516-19 62+19 Clean Inlet 5516-19 63+54 36 PD 30 2 2.5 QS NT Stream, Replace 5516-19 81+72 18 PD 40 1 1.5 QS NT Install 5516-19 82+22 18 20 Remove 5516-19 96+34 18 PD 30 1 1.5 QS NT Replace 5516-19 99+05 24 PD 40 2 2.5 QS NT Stream, Install 5516-19 102+33 Clean Inlet 5516-19 114+13 24 PD 35 2 2.5 QS NT Stream, Replace 5516-19 161+85 18 PD 30 1 1.5 QS NT Install 5516-19 163+65 18 PD 30 1 1.5 QS NT Install 5516-20 6+11 18 PD 30 1 1.5 QS NT Replace 5516-20 10+08 24 PD 30 2 2.5 QS NT Replace * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-21 4+32 18 PD 30 1 1.5 QS NT Install 5516-21 8+09 18 PD 40 1 1.5 QS NT Install 5516-21 12+62 18 PD 30 1 1.5 QS NT Install 5516-21 15+26 24 PD 40 2 2.5 QS NT Install 5516-21 17+75 - - - Ditch Out-Right 5516-21 20+77 18 PD 40 1 1.5 QS NT Install 5516-21 25+85 - - - Ditch Out-Left 5516-21 34+25 - - - Ditch Out-Right 300 Spur 0+57 18 PD 30 1 1.5 QS NT Install 300 Spur 7+32 18 PD 30 1 1.5 QS NT Install 300 Spur 9+66 18 PD 30 1 1.5 QS NT Install 300 Spur 13+94 18 PD 30 1 1.5 QS NT Install 300 Spur 14+91 - - - Ditch Out-Right As Directed By C.A. on any road used by the sale 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 Poly Band Contingency * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe CULVERT AND DRAINAGE SPECIFICATION DETAIL Normal Backslope Additional cut into backslope to allow for culvert CATCH BASIN CULVERT - Natural Lay Subgrade Fill Material Undisturbed Soil 2' Min. Lower ditchline to accomodate diameter of culvert CULVERT - With Flume or Downspout Subgrade Fill Material Bolted both sides with 1/2" bolts and 2 washers per bolt. Support at 10' intervals. Support material shall be at least 1" X 1/8" steel/iron with rust protection coating. Energy Dissipator Undisturbed Soil Proper preparation of foundation and placement of bedding material shall precede the installation of all culvert pipe. This includes necessary leveling of the native trench bottom and compaction of required bedding material to form a uniform dense unyielding base. The backfill material shall be placed so that the pipe is uniformly supported along the barrel. HEADWALLS ENERGY DISSIPATORS Low spot allows for water to continue Headwall down ditch in case of plugged culvert 2 Culvert Diameters Aggregate Filled 2 Culvert Diameters SIDE HILL Subgrade Ditch Culvert Headwall Culvert 30° Skew LEVEL Headwalls to be constructed Dissipator Specifications: of material that will resist Depth: 1 culvert diameter erosion. Aggregate: as specified in the CULVERT LIST. POLYETHYLENE PIPE INSTALLATION INSTALLATION REQUIREMENTS:
Appears in 1 contract
Samples: www.dnr.wa.gov
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 (pg 1 of 1) All measurements are in US feet. Road Number From Station To Station Tolera nce Tolerance Class Subgrade Width (feet) Road Width (feet) Ditch Crown in. @ CL (inches) Grubbing Limits (feet) Clearing Limits (feet) Cut Slope Ratio Fill Slope Ratio Width (feet) Depth (feet) S R W D G1 G2 C1 C2 Clause Clause 5500 128+00 530+40 C 16 3 1 4 4-5 4-6 5516 D-2000 0+00 226111+69 C 90 X - 00 0 0 0 0-0 0-0 0000 -00 - - - - X-0000 0+00 11726+50 C 10 A - 12 3 1 4 4-5 4-6 5516-18 - - - - D-2200 0+00 2426+00 C A - 12 3 1 4 4-5 4-6 5516-19 - - - - D-1411 0+00 16716+29 C 70 A - 12 3 1 4 4-5 4-6 5516-20 0- - - - L-3000 10+00 10300+10 C 12 00 A - 14 3 1 4 4-5 4-6 5516-21 0+00 24+95 C 15 13 3 1 4 2 2 5 5 4-5 4-6 5516-21 24+95 39+15 C 15 13 3 1 2 2 0 0 4-5 4-6 200 Spur 0+00 3+63 C 15 13 3 1 4 2 2 5 5 4-5 4-6 300 Spur 0+00 1+50 C 15 13 3 1 4 2 2 Tags Tags 4-5 4-6 300 Spur 1+50 14+91 C 15 13 3 1 4 2 2 5 5 4-5 4-6 - - - - 4"- BALLAST ROCK LIST BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations or Units C.Y. Subtotal Rock Source Turnout Length Width Taper K2 B2 4 Inch In-Place 4" MINUS Lincoln Quarry L H T 5516-21 0+00 24+95 1½ : 1 8” 35 24.95 873 Tsuga Pit 50 12 25 5516-21D-2000C * 24+95 39+15 1½ : 1 8” 35 14.20 497 50 12 25 200 Spur* * * 0+00 34+63 1½ : 95 1 8” 35 3.63 127 300 Spur 1/2:1 15 81 30 68 4.95 11 401 14 30 68 Curve Widening Junctions Landings X-0000 Xxx Xxxx 0+00 1416+91 1½ : 35 15 81 16.35 1323 Turnouts 23.5 2 47 40 10 25 Curve Widening 46 Junctions 30 1 8” 35 14.91 522 50 12 30 D-2035B * 0+00 15+75 1 1/2:1 15 81 15.75 1275 * Turnouts 23.5 2 47 40 10 25 Turnout & Turnarounds 141 Surface Rock over Culvert Installation 20 CY per Culvert 21 Culverts 420 Quarry Spalls Culvert Headwalls and Dissapators 32 culverts 107 4 Inch In-Place Total 2580 Cubic Yards Quarry Spalls Total 107 Cubic Yards *Optional Rock: If Purchaser elects to haul on optional rock roads in wet weather, the depth listed above is recommended but not required. SURFACE * Curve Widening 45 * Junctions 30 1 30 * Landings 40 1 40 4"- BALLAST ROCK Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations Tons or Units C.Y. Subtotal Rock Source Turnout Length Width Taper K1 B1 5/8 INCH K2 B2 4" MINUS Lincoln Quarry L H T 5500 128D-2240 0+00 53033+40 1 ½ :1 Spot Rock 315 Commercial 5/8 Inch Minus Total 315 Tons NOTE1/2:1 15 81 33.40 2703 Turnarounds 43.5 2 87 Turnouts 23.5 2 47 40 10 25 Curve Widening 95 Junctions 30 1 30 * Landings 40 2 80 * Landings 50 1 50 D-2240A * 0+00 1+95 1 1/2:1 15 81 1.95 158 * Curve Widening 6 * Junctions 30 1 30 * Landings 50 1 50 D-2240B * 0+00 1+35 1 1/2:1 15 81 1.35 109 * Curve Widening 4 * Junctions 30 1 30 * Landings 40 1 40 D-2240C * 0+00 5+05 1 1/2:1 15 81 5.05 409 * Curve Widening 14 * Junctions 30 1 30 * Landings 50 1 50 *Optional Rock: Ballast yardages are estimated on a compacted (In-Place) basis. Compliance of required rock will be based on compacted depth measurement. Apply appropriate factors to determine loose amounts for estimating purposes. Roads and rock quantities are designed for dry weather use. If Purchaser Contractor elects to haul on optional REQUIRED BALLAST: 4408 CY rock roads in wet weather additional rock may be obtained from dry weather, the rock pits depth listed in Section OPTIONAL BALLAST: 3010 CY above is recommended but not required. X-0000 Xxx Xxxx 0+00 16+35 6 at the Purchaser’s expense and with prior written approval from the Contract Administrator. TURNOUT & TURNAROUND 30 16.35 486 Culvert Backfill 20 5 100 Turnouts 9.5 2 19 40 10 25 Curve Widening 17 Junctions 12 1 12 D-2000 Spot Rock 300 Culvert Backfill 20 1 20 D-2035 Spot Rock 40 Culvert Backfill 20 1 20 D-2200 Spot Rock 50 Culvert Backfill 20 1 20 D-1411 0+00 16+70 1 1/2:1 6 30 16.70 497 Turnouts 9 1 9 Curve Widening 17 Junctions 12 1 12 L-3000 Spot Rock 100 D-1300 Spot Rock 1 1/2:1 200 D-3000 0+00 25+80 1 1/2:1 4 19 25.80 502 Curve Widening 18 REQUIRED CRUSHED ROCK: 2439 CY OPTIONAL CRUSHED ROCK: 0 XX XXXXXX XXXXXX Xxxx Number From Station To Station Rock Slope Compacted Rock Depth (in) C.Y. per Station or Unit # of Stations or C.Y. Units Subtotal Rock Source K2 B2 All Culverts 1 19 19 Lincoln Quarry QUARRY SPALLS TOTAL: 19 CY CULVERT LIST Road Number Begin L- Station End L- Station Turnout Width (H) Full Width Location Culvert Length (Lft) Taper Length (TC.Y.) Comments 5516-21 23Backfill Material Placement Method Dia Gauge Culvert Down- spout Flume Inlet Outlet Type in. if Steel X-0000 Xxx Xxxx 2+75 2430 18 30 0.5 0.5 QS CR ZDH D-2035 Tie Road 8+75 45 24 30 0.5 0.5 QS CR ZDH D-2035 Tie Road 12’ 50’ 25’ Turnout Right 5516-21 38+70 18 40 0.5 0.5 QS CR ZDH D-2035 Tie Road 14+45 18 30 0.5 0.5 QS CR ZDH D-2035B 6+85 18 30 0.5 0.5 QS NT ZDH D-2035B 11+40 18 30 0.5 0.5 QS NT ZDH D-2240 3+45 18 30 0.5 0.5 QS NT ZDH D-2240 8+15 3918 40 0.5 0.5 QS NT ZDH D-2240 11+15 30’ 30’ 80 18 40 0.5 0.5 QS NT ZDH D-2240 15’ Turnaround 300 Spur 4+08 560 18 30 0.5 0.5 QS NT ZDH D-2240 18+08 12’ 50’ 25’ Turnout Right 300 Spur 1400 18 30 0.5 0.5 QS NT ZDH D-2240 22+46 1450 18 40 0.5 0.5 QS NT ZDH D-2240 26+91 30’ 30’ 15’ Turnaround *See Typical Section Sheet for Turnout Detail 60 18 30 0.5 0.5 QS NT ZDH D-2240 32+65 18 30 0.5 0.5 QS NT ZDH D-2240C 3+20 18 30 0.5 0.5 QS NT ZDH D-2000 67+50 18 30 0.5 0.5 QS CR ZDH D-2035 20+10 18 30 0.5 0.5 QS CR ZDH D-2200 26+00 18 30 0.5 0.5 QS CR ZDH Key: SP Select Pit Run NT Native (bank run) CR 1 1/4 Inch Minus Crushed QS Quarry Spalls ZDH Zero Drop Height COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipm ent Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) 5516-21 0+00 39+15 Prehaul Maintenance, Surfacing 8” Maximum Amount of Deflection (inches) All Roads Subgrade 12 Vibratory Smooth Drum 14,000 4 3 2 All Roads Fill 24 Vibratory Roller 12,000 4 low freq. vibe on 3 200 Spur 0+00 3+63 New Construction 8” Smooth Drum 14,000 4 3 0 Xxx Xxxxx Xxxxx Xxxx 00 Excavation 14,000 - - 4 All Roads Pre-haul Surface 6 Vibratory Roller 12,000 4 low freq. vibe on 3 300 Spur 0+00 14+91 New Construction 8” Smooth Drum 14,000 5 3 1 All Roads Rock 12 Vibratory Roller 12,000 4 low freq. vibe on 3 5500 128+00 530+40 Prehaul Maintenance 3” Smooth Drum Vibratory Roller 12,000 4 low freq14,000 3 3 1 BIG BEN 30-097292 MODIFIED DATE: NOVEMBER 13, 2018 Page 31 of 47 BIG BEN 30-097292 MODIFIED DATE: NOVEMBER 13, 2018 Page 32 of 47 Cuts and Fills Maintain slope lines to a stable gradient compatible with the cut slope/fill slope ratios. vibe on 3 Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * ConstRemove slides up to 100 cubic yards in volume from ditches and the roadway. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-19 48+79 72 AS12 40 5 5 QS NT StreamRepair fill‐failures, Replace 5516-19 49+07 18 PD 30 1 1.5 QS NT Install 5516-19 50+60 48 PD 35 3 3.5 QS NT Streamin accordance with Clause 4‐6 EMBANKMENT SLOPE RATIO, Replace 5516-19 51+15 18 PD 30 1 1.5 QS NT Install 5516-19 54+09 36 PD 40 2 2.5 QS NT Stream, Replace 5516-19 55+12 18 PD 30 1 1.5 QS NT Install 5516-19 60+28 24 PD 40 2 2.5 QS NT Stream, Replace 5516-19 61+84 36 PD 30 2 2.5 QS NT Stream, Install 5516-19 62+19 Clean Inlet 5516-19 63+54 36 PD 30 2 2.5 QS NT Stream, Replace 5516-19 81+72 18 PD 40 1 1.5 QS NT Install 5516-19 82+22 18 20 Remove 5516-19 96+34 18 PD 30 1 1.5 QS NT Replace 5516-19 99+05 24 PD 40 2 2.5 QS NT Stream, Install 5516-19 102+33 Clean Inlet 5516-19 114+13 24 PD 35 2 2.5 QS NT Stream, Replace 5516-19 161+85 18 PD 30 1 1.5 QS NT Install 5516-19 163+65 18 PD 30 1 1.5 QS NT Install 5516-20 6+11 18 PD 30 1 1.5 QS NT Replace 5516-20 10+08 24 PD 30 2 2.5 QS NT Replace * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S with selected material or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-21 4+32 18 PD 30 1 1.5 QS NT Install 5516-21 8+09 18 PD 40 1 1.5 QS NT Install 5516-21 12+62 18 PD 30 1 1.5 QS NT Install 5516-21 15+26 24 PD 40 2 2.5 QS NT Install 5516-21 17+75 - - - Ditch Out-Right 5516-21 20+77 18 PD 40 1 1.5 QS NT Install 5516-21 25+85 - - - Ditch Out-Left 5516-21 34+25 - - - Ditch Out-Right 300 Spur 0+57 18 PD 30 1 1.5 QS NT Install 300 Spur 7+32 18 PD 30 1 1.5 QS NT Install 300 Spur 9+66 18 PD 30 1 1.5 QS NT Install 300 Spur 13+94 18 PD 30 1 1.5 QS NT Install 300 Spur 14+91 - - - Ditch Out-Right As Directed By C.A. on any road used material approved by the sale 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 Poly Band Contingency * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO NoContract Administrator. M294 Type S Remove overhanging material from the top of cut slopes. Waste material from slides or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe CULVERT AND DRAINAGE SPECIFICATION DETAIL Normal Backslope Additional cut into backslope to allow for culvert CATCH BASIN CULVERT - Natural Lay Subgrade Fill Material Undisturbed Soil 2' Min. Lower ditchline to accomodate diameter of culvert CULVERT - With Flume or Downspout Subgrade Fill Material Bolted both sides with 1/2" bolts and 2 washers per bolt. Support at 10' intervals. Support material shall be at least 1" X 1/8" steel/iron with rust protection coating. Energy Dissipator Undisturbed Soil Proper preparation of foundation and placement of bedding material shall precede the installation of all culvert pipe. This includes necessary leveling of the native trench bottom and compaction of required bedding material to form a uniform dense unyielding base. The backfill material 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 pipe is uniformly supported along road surface materials, unless approved by the barrel. HEADWALLS ENERGY DISSIPATORS Low spot allows for water to continue Headwall down ditch in case of plugged culvert 2 Culvert Diameters Aggregate Filled 2 Culvert Diameters SIDE HILL Subgrade Ditch Culvert Headwall Culvert 30° Skew LEVEL Headwalls to be constructed Dissipator Specifications: of material that will resist Depth: 1 culvert diameter erosion. Aggregate: as specified in the CULVERT LIST. POLYETHYLENE PIPE INSTALLATION INSTALLATION REQUIREMENTS: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 (pg 1 of 1) Road Number From Station To Station Tolera nce Tolerance Class Subgrade Width (feet) Road Width (feet) Ditch Width Ditch Depth Crown in. @ CL Grubbing Limits (feet) Clearing Limits (feet) Cut Slope Ratio Fill Slope Ratio Width (feet) Depth (feet) ft ft ft ft in ft ft S R W D G1 G2 C1 C2 Clause Clause 5500 128T-Line 211+05 251+45 X 00 530+40 C 16 3 1 4 4-5 4-6 5516 0+00 226+69 C 00 0 0 0 0-0 0-0 0000 -00 - - - - X-0000 0+00 1173+50 C 40 B 16 12 3 1 4 4-2 - 5 4-6 5516-18 0- 3+00 2440 22+00 C 60 B 16 12 3 1 4 4-5 4-6 5516-19 0+00 167+29 C 12 3 1 4 4-5 4-6 5516-20 0+00 10+10 C 12 3 1 4 4-5 4-6 5516-21 0+00 24+95 C 15 13 3 1 4 2 2 5 5 4-5 4-6 5516-21 2422+95 3960 49+15 C 15 13 3 1 2 2 0 0 4-5 4-6 200 Spur 0+00 3+63 C 15 13 80 B 16 12 3 1 4 2 2 0 5 5 4-5 4-6 300 Spur 0ROW 49+80 52+70 X 00 1+50 C 15 13 3 1 4 2 2 Tags Tags 4-5 4-6 300 Spur 1+50 14+91 C 15 13 3 1 4 2 2 5 5 4-5 4-6 00 0 0 0 - - - - ROCK LIST BALLAST (4-Inch Minus Crushed Rock) Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations C.Y. Subtotal or Units Rock Source Turnout C.Y. Subtotal Length Width Taper K2 B2 4 Inch In-Place Commercial L H T 5516T-21 Line 211+05 251+45 1 1/2:1 12 73 40.40 2949 40 10 25 Turnouts 18.5 2 37 Curve Widening 103 T-5000 0+00 2452+95 1½ : 70 10 52 52.70 2740 40 10 25 Turnarounds 28 1 8” 35 24.95 873 Tsuga Pit 50 12 25 5516-21* 24+95 39+15 1½ : 28 Turnouts 16 1 8” 35 14.20 497 50 12 25 200 Spur16 Curve Widening 96 Junctions 10 1 10 Landings 80 1 80 Culvert Backfill 140 T-5001 * 0+00 3+95 1 1/2:1 12 63 1½ : 3.95 249 * Curve Widening 9 * Junctions 12 1 8” 35 3.63 127 300 Spur 12 * Landings 100 1 100 T-5003 * 0+00 143+91 1½ : 20 1 8” 35 14.91 522 50 1/2:1 12 63 3.20 202 * Curve Widening 7 * Junctions 12 1 12 * Landings 90 2 180 T-5004 * 0+00 1+75 1 1/2:1 12 63 1.75 110 * Curve Widening 4 * Junctions 12 1 12 * Landings 80 1 80 T-5200 0+00 17+70 1 1/2:1 8 41 17.70 726 40 10 25 Turnout & Turnarounds 141 Surface Rock over 22 1 22 Turnouts 12 1 12 Curve Widening 65 Junctions 8 1 8 Culvert Installation 20 CY per Culvert 21 Culverts 420 Quarry Spalls Culvert Headwalls and Dissapators 32 culverts 107 4 Inch In-Place Total 2580 Cubic Yards Quarry Spalls Total 107 Cubic Yards Backfill 60 *Optional RockRock in accordance with 6-75 REQUIRED 4-Inch Minus Crushed: If Purchaser elects to haul on optional rock roads in wet weather, the depth listed above is recommended but not required. SURFACE 7092 CY OPTIONAL 4-Inch Minus Crushed: 977 CY TOTAL 4-Inch Minus Crushed: 8069 CY ROCK LIST QUARRY SPALLS Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations Tons Subtotal or Units Rock Source Turnout C.Y. Subtotal Length Width Taper K1 B1 5/8 INCH MINUS K2 B2 L H T 5500 128+00 530+40 T-5000 * Energy Dissipater 1 ½ :1 Spot 7 7 T-5003 Energy Dissipater 1 1 1 T-5200 Energy Dissipater 1 3 3 *Optional Rock 315 Commercial 5/8 Inch Minus Total 315 Tons NOTEin accordance with 6-75 REQUIRED QUARRY SPALLS: Ballast yardages are estimated on a compacted (In-Place) basis. Compliance of required rock will be based on compacted depth measurement. Apply appropriate factors to determine loose amounts for estimating purposes. Roads and rock quantities are designed for dry weather use. If Purchaser elects to haul in wet weather additional rock may be obtained from the rock pits listed in Section 6 at the Purchaser’s expense and with prior written approval from the Contract Administrator. TURNOUT & TURNAROUND 7 CY OPTIONAL QUARRY SPALLS: 1 CY TOTAL QUARRY SPALLS: 8 CY CULVERT LIST Road Number Begin L- Station End L- Station Turnout Width Location Culvert Armoring (HC.Y.) Full Width Backfill Material Inlet Marker Remarks Dia (In) Length (L) Taper Length (T) Comments 5516-21 23Type Inlet Outlet Type T-5000 4+75 30 18 30 PD 0.5 0.5 QS CR Y 9+90 - - CR Ditchout Right 10+70 - - CR Ditchout Left & Right 10+90 18 30 PD 0.5 0.5 QS CR Y 14+60 - - CR Ditchout Left & Right 19+40 18 30 PD 0.5 0.5 QS CR Y 24+75 12’ 50’ 25’ Turnout 30 - - CR Ditchout Left & Right 5516-21 3827+00 - - CR Ditchout Right 52+70 Ditchout Right 32+70 18 30 PD 0.5 0.5 QS CR Y 36+90 18 30 PD 0.5 0.5 QS CR Y 42+80 18 30 PD 0.5 0.5 QS CR Y 48+60 18 40 PD 0.5 0.5 QS CR Y Replace 52+70 Ditchout Right T-5001 3+95 Ditchout Left & Right T-5200 0+80 18 30 PD 0.5 0.5 QS CR Y 4+10 18 30 PD 0.5 0.5 QS CR Y 6+60 18 30 PD 0.5 0.5 QS CR Y 10+15 39Ditchout Left 11+15 30’ 30’ 15’ Turnaround 300 Spur 400 Ditchout Left T-5003 0+08 5+08 12’ 50’ 25’ Turnout Right 300 Spur 14+46 14+91 30’ 30’ 15’ Turnaround *See Typical Section Sheet for Turnout Detail 00 18 40 PD 0.5 0.5 QS NT Y May not need, if able to ditchout. Key: SP - Select Pit Run NT - Native (bank run) CR - 4 Inch Minus Crushed QS - Quarry Spalls PD - Polyethylene Pipe Double Wall PSDS - Polyethylene Downspout Single Wall COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipm ent Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) 5516-21 0+00 39+15 Prehaul Maintenance, Surfacing 8” Maximum Amount of Deflection (inches) All Roads Subgrade 12 Vibratory Smooth Drum 14,000 4 3 2 All Roads Fill 24 Vibratory Roller 12,000 4 low freq. vibe on 3 200 Spur 0+00 3+63 New Construction 8” Smooth Drum 14,000 4 3 0 Xxx Xxxxx Xxxxx Xxxx 00 Excavation 28,000 - - 4 All Roads Pre-haul Surface 6 Vibratory Roller 12,000 4 low freq. vibe on 3 300 Spur 0+00 14+91 New Construction 8” Smooth Drum 14,000 5 3 1 All Roads Rock 12 Vibratory Roller 12,000 4 low freq. vibe on 3 5500 128+00 530+40 Prehaul Maintenance 3” Smooth Drum Vibratory Roller 12,000 4 low freq14,000 3 3 1 ABOUT TIME 30-101293 FINALIZED DATE: OCTOBER 29, 2020 Page 27 of 29 Cuts and Fills Maintain slope lines to a stable gradient compatible with the cut slope/fill slope ratios. vibe on 3 Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * ConstRemove slides from ditches and the roadway. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-19 48+79 72 AS12 40 5 5 QS NT StreamRepair fill‐failures, Replace 5516-19 49+07 18 PD 30 1 1.5 QS NT Install 5516-19 50+60 48 PD 35 3 3.5 QS NT Streamin accordance with Clause 4‐6 EMBANKMENT SLOPE RATIO, Replace 5516-19 51+15 18 PD 30 1 1.5 QS NT Install 5516-19 54+09 36 PD 40 2 2.5 QS NT Stream, Replace 5516-19 55+12 18 PD 30 1 1.5 QS NT Install 5516-19 60+28 24 PD 40 2 2.5 QS NT Stream, Replace 5516-19 61+84 36 PD 30 2 2.5 QS NT Stream, Install 5516-19 62+19 Clean Inlet 5516-19 63+54 36 PD 30 2 2.5 QS NT Stream, Replace 5516-19 81+72 18 PD 40 1 1.5 QS NT Install 5516-19 82+22 18 20 Remove 5516-19 96+34 18 PD 30 1 1.5 QS NT Replace 5516-19 99+05 24 PD 40 2 2.5 QS NT Stream, Install 5516-19 102+33 Clean Inlet 5516-19 114+13 24 PD 35 2 2.5 QS NT Stream, Replace 5516-19 161+85 18 PD 30 1 1.5 QS NT Install 5516-19 163+65 18 PD 30 1 1.5 QS NT Install 5516-20 6+11 18 PD 30 1 1.5 QS NT Replace 5516-20 10+08 24 PD 30 2 2.5 QS NT Replace * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S with selected material or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-21 4+32 18 PD 30 1 1.5 QS NT Install 5516-21 8+09 18 PD 40 1 1.5 QS NT Install 5516-21 12+62 18 PD 30 1 1.5 QS NT Install 5516-21 15+26 24 PD 40 2 2.5 QS NT Install 5516-21 17+75 - - - Ditch Out-Right 5516-21 20+77 18 PD 40 1 1.5 QS NT Install 5516-21 25+85 - - - Ditch Out-Left 5516-21 34+25 - - - Ditch Out-Right 300 Spur 0+57 18 PD 30 1 1.5 QS NT Install 300 Spur 7+32 18 PD 30 1 1.5 QS NT Install 300 Spur 9+66 18 PD 30 1 1.5 QS NT Install 300 Spur 13+94 18 PD 30 1 1.5 QS NT Install 300 Spur 14+91 - - - Ditch Out-Right As Directed By C.A. on any road used material approved by the sale 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 Poly Band Contingency * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO NoContract Administrator. M294 Type S Remove overhanging material from the top of cut slopes. Waste material from slides or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe CULVERT AND DRAINAGE SPECIFICATION DETAIL Normal Backslope Additional cut into backslope to allow for culvert CATCH BASIN CULVERT - Natural Lay Subgrade Fill Material Undisturbed Soil 2' Min. Lower ditchline to accomodate diameter of culvert CULVERT - With Flume or Downspout Subgrade Fill Material Bolted both sides with 1/2" bolts and 2 washers per bolt. Support at 10' intervals. Support material shall be at least 1" X 1/8" steel/iron with rust protection coating. Energy Dissipator Undisturbed Soil Proper preparation of foundation and placement of bedding material shall precede the installation of all culvert pipe. This includes necessary leveling of the native trench bottom and compaction of required bedding material to form a uniform dense unyielding base. The backfill material 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 pipe is uniformly supported along road surface materials, unless approved by the barrel. HEADWALLS ENERGY DISSIPATORS Low spot allows for water to continue Headwall down ditch in case of plugged culvert 2 Culvert Diameters Aggregate Filled 2 Culvert Diameters SIDE HILL Subgrade Ditch Culvert Headwall Culvert 30° Skew LEVEL Headwalls to be constructed Dissipator Specifications: of material that will resist Depth: 1 culvert diameter erosion. Aggregate: as specified in the CULVERT LIST. POLYETHYLENE PIPE INSTALLATION INSTALLATION REQUIREMENTS:Contract Administrator.
Appears in 1 contract
Samples: www.dnr.wa.gov
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 (pg 1 of 1) Road Number From Station To Station Tolera nce Tolerance Class Subgrade Width (feet) ft Road Width (feet) ft Ditch Width ft Ditch Depth ft Crown in. @ CL in Grubbing Limits (feet) ft Clearing Limits (feet) Cut Slope Ratio Fill Slope Ratio Width (feet) Depth (feet) ft S R W D G1 G2 C1 C2 Clause Clause 5500 128+00 530+40 C 16 3 1 4 4-5 4-6 5516 Radar ML 0+00 226228+69 C 00 0 0 0 0-0 0-0 0000 -00 0+00 117+50 C 54 A ‐ 12 3 1 4 4-5 4-6 5516-18 ‐ ‐ ‐ ‐ R‐4000 0+00 248+00 C 55 A ‐ 12 3 1 4 4-5 4-6 5516-19 0‐ ‐ ‐ ‐ R‐4000 8+00 16755 24+29 C 50 A 14 12 3 1 4 4-5 4-6 5516-20 0‐ ‐ ‐ ‐ R‐4000 24+00 1050 34+10 C 70 A ‐ 12 3 1 4 4-5 4-6 5516-21 0‐ ‐ ‐ ‐ A‐Line 255+00 2445 375+95 C 15 13 86 A ‐ 12 3 1 4 2 2 5 5 4-5 4-6 5516-21 24‐ ‐ ‐ ‐ A‐4200 5+95 3977 10+15 97 C 15 13 3 14 12 ‐ ‐ 4 1 2 2 0 0 4-5 4-6 200 Spur 0+00 3+63 C 15 13 3 1 4 2 2 5 5 4-5 4-6 300 Spur 0+00 1+50 C 15 13 3 1 4 2 2 Tags Tags 4-5 4-6 300 Spur 1+50 14+91 C 15 13 3 1 4 2 2 5 5 4-5 4-6 ROCK LIST BALLAST 10 10 SELECT PIT RUN Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations or Units C.Y. Subtotal Rock Source Turnout Length Width Taper K2 B2 4 Inch In-Place L H T 5516-21 0+00 24+95 1½ : 1 8” 35 24.95 873 Tsuga Pit 50 12 25 5516-21* 24+95 39+15 1½ : 1 8” 35 14.20 497 50 12 25 200 SpurRadar ML Energy Dissipater 3 R‐9000Ext * 0+00 16+15 1 1/2:1 15 81 16.15 1308 * Turnarounds 43 1 43 * Turnouts (3+63 1½ : 66) 20 1 8” 35 3.63 127 300 Spur 20 40 10 25 * Curve Widening 46 Energy Dissipater 6 * Landings 100 1 100 A‐Line Energy Dissipater 3 A‐4300 Energy Dissipater 1 A‐4300Ext * 0+00 149+91 1½ : 75 1 8” 35 14.91 522 50 1/2:1 15 81 9.75 790 * Turnarounds 43 1 43 * Turnouts 20 1 20 40 10 25 * Curve Widening 28 Energy Dissipater 2 * Landings 100 1 100 A‐4200 0+00 2+47 1 1/2:1 12 63 2.47 156 * Turnarounds 34 1 34 Energy Dissipater 2 * Landings 100 1 100 * 2+47 10+97 1 1/2:1 12 63 8.50 536 * Turnarounds 34 1 34 * Turnouts 20 1 20 40 10 25 Turnout & Turnarounds 141 Surface Rock over Culvert Installation 20 CY per Culvert 21 Culverts 420 Quarry Spalls Culvert Headwalls and Dissapators 32 culverts 107 4 Inch In-Place Total 2580 Cubic Yards Quarry Spalls Total 107 Cubic Yards *Optional Rock: If Purchaser elects to haul on optional rock roads in wet weather, the depth listed above is recommended but not required. SURFACE * Curve Widening 19 A‐4100 Energy Dissipater 1 SELECT PIT RUN Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations Tons or Units C.Y. Subtotal Rock Source Turnout Length Width Taper K2 B2 L H T A‐4100A * 0+00 1+91 1 1/2:1 12 63 1.91 120 * Turnarounds 34 1 34 * Junctions 12 1 12 * Landings 50 1 50 A‐4101 * 0+00 3+30 1 1/2:1 12 63 3.30 208 * Turnarounds 34 1 34 * Junctions 12 1 12 * Landings 50 1 50 A‐4102 * 0+00 3+35 1 1/2:1 12 63 3.35 211 * Turnarounds 34 1 34 * Junctions 12 1 12 * Landings 50 1 50 *Optional Rock in accordance with 6‐75 REQUIRED SELECT PIT RUN: 174 CY OPTIONAL SELECT PIT RUN: 4068 CY LIGHT LOOSE RIP RAP Road Number Type C.Y. Subtotal Rock Source Radar ML 177+05 Energy Dissipater 5 Radar Ridge Pit REQUIRED LIGHT LOOSE RIP RAP: 5 CY 3‐INCH MINUS CRUSHED ROCK Road Number From Station To Station Rock Slope Compacted Rock Depth (in) C.Y. per Station or Unit # of Stations or Units C.Y. Subtotal Rock Source Turnout Length Width Taper K1 B1 5/8 INCH MINUS Radar Ridge Pit L H T 5500 128Radar ML Culvert Backfill 60 R‐4000 0+00 5308+55 1 1/2:1 6 30 8.55 257 8+55 24+50 1 1/2:1 9 46 15.95 734 24+50 34+70 1 1/2:1 6 30 10.20 306 Turnouts 20 2 40 40 10 25 Curve Widening 39 Junctions 50 2 100 A‐Line Culvert Backfill 40 A‐4300 0+00 2+63 1 ½ :1 Spot 1/2:1 6 30 2.63 79 A‐4100 0+00 12+10 1 1/2:1 9 46 12.10 557 Turnouts 20 1 20 40 10 25 Curve Widening 17 Junctions 30 1 30 Stockpile 750 REQUIRED 3‐INCH MINUS CRUSHED ROCK: 3029 CY 1 1/4‐INCH MINUS CRUSHED ROCK Road Number From Station To Station Rock 315 Slope Compacted Rock Depth (in) C.Y. per Station or Unit # of Stations or C.Y. Units Subtotal Rock Source Turnout Length Width Taper K1 B1 Commercial 5/8 Inch Minus Total 315 Tons NOTEL H T Radar ML 116+80 124+10 1 1/2:1 6 30 7.30 219 15 Curve Widening REQUIRED 1 1/4‐INCH MINUS CRUSHED ROCK: Ballast yardages are estimated on a compacted (In-Place) basis. Compliance of required rock will be based on compacted depth measurement. Apply appropriate factors to determine loose amounts for estimating purposes. Roads and rock quantities are designed for dry weather use. If Purchaser elects to haul in wet weather additional rock may be obtained from the rock pits listed in Section 6 at the Purchaser’s expense and with prior written approval from the Contract Administrator. TURNOUT & TURNAROUND 234 CY CULVERT LIST Road Number Begin L- Station End L- Station Turnout Width Location Culvert Armoring (HC.Y.) Full Width Backfill Material Bedding Material Inlet Marker Remarks Dia (In) Length (L) Taper Length (T) Comments 5516-21 23Type Inlet Outlet Type Radar ML 42+75 2490 18 40 PD 0.5 0.5 SP CR NT Yes Radar ML 177+75 12’ 50’ 25’ Turnout Right 5516-21 3805 ‐ ‐ ‐ ‐ 5.0 LL ‐ ‐ No Place energy dissipater rock only Radar ML 196+15 3906 18 30 PD 0.5 0.5 SP CR NT Yes Radar ML 204+15 30’ 30’ 15’ Turnaround 300 Spur 400 18 40 PD 0.5 0.5 SP CR NT Yes R‐9000Ext 0+08 00 18 30 PD 0.5 0.5 SP NT NT Yes R‐9000Ext 1+32 18 40 PD 0.5 0.5 SP NT NT Yes R‐9000Ext 1+93 18 30 PD 0.5 0.5 SP NT NT Yes R‐9000Ext 6+60 18 40 PD 0.5 0.5 XX XX XX Xx X‐0000Xxx 9+73 18 30 PD 0.5 0.5 SP NT NT No R‐9000Ext 13+43 18 30 PD 0.5 0.5 SP NT NT No A‐Line 257+90 ‐ ‐ ‐ ‐ 1.0 SP ‐ ‐ No Place energy dissipater rock only A‐Line 268+90 18 30 PD 0.5 0.5 SP CR NT Yes A‐Line 272+05 18 30 PD 0.5 0.5 SP CR NT Yes A‐4300 0+30 18 40 PD 0.5 0.5 SP NT NT Yes A‐4300Ext 0+81 18 40 PD 0.5 0.5 SP NT NT Yes A‐4300Ext 2+12 18 40 PD 0.5 0.5 SP NT NT Yes A‐4200 0+70 18 40 PD 0.5 0.5 SP NT NT No A‐4200 5+08 12’ 50’ 25’ Turnout 77 18 40 PD 0.5 0.5 SP NT NT No A‐4100 5+61 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ No DOR A‐4100 11+37 18 30 PD 0.5 0.5 SP NT NT Yes Key: SP ‐ Select Pit Run NT ‐ Native (bank run) CR ‐ 3 Inch Minus Crushed LL ‐ Light Loose Riprap PD ‐ Polyethylene Pipe Double Wall DOR ‐ Ditchout Right 300 Spur 14+46 14+91 30’ 30’ 15’ Turnaround *See Typical Section Sheet for Turnout Detail COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipm ent Equipment Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) 5516-21 Maximum Amount of Deflection (inches) All Roads Subgrade 12 Vibratory Smooth Drum 14,000 4 3 2 All Roads Fill 24 Vibratory Smooth Drum 14,000 4 3 0 Xxx Xxxxx Xxxxx Xxxx 00 Excavation 28,000 ‐ ‐ 4 Radar ML 0+00 39124+15 Prehaul Maintenance, Surfacing 8” 10 Pre‐haul Surface 6 Vibratory Smooth Drum 14,000 5 3 1 A‐Line 255+46 375+86 Pre‐haul Surface 6 Vibratory Roller 12,000 4 low freq. vibe on 3 200 Spur 0+00 3+63 New Construction 8” Smooth Drum 14,000 5 3 1 All Roads Rock 12 Vibratory Roller 12,000 4 low freq. vibe on 3 300 Spur 0+00 14+91 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq14,000 3 3 1 REPEATER 30-100257 FINALIZED DATE: NOVEMBER 13, 2020 Page 33 of 42 Cuts and Fills Maintain slope lines to a stable gradient compatible with the cut slope/fill slope ratios. vibe on 3 5500 128+00 530+40 Prehaul Maintenance 3” Smooth Drum Vibratory Roller 12,000 4 low freqRemove slides from ditches and the roadway. vibe on 3 Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-19 48+79 72 AS12 40 5 5 QS NT StreamRepair fill‐failures, Replace 5516-19 49+07 18 PD 30 1 1.5 QS NT Install 5516-19 50+60 48 PD 35 3 3.5 QS NT Streamin accordance with Clause 4‐6 EMBANKMENT SLOPE RATIO, Replace 5516-19 51+15 18 PD 30 1 1.5 QS NT Install 5516-19 54+09 36 PD 40 2 2.5 QS NT Stream, Replace 5516-19 55+12 18 PD 30 1 1.5 QS NT Install 5516-19 60+28 24 PD 40 2 2.5 QS NT Stream, Replace 5516-19 61+84 36 PD 30 2 2.5 QS NT Stream, Install 5516-19 62+19 Clean Inlet 5516-19 63+54 36 PD 30 2 2.5 QS NT Stream, Replace 5516-19 81+72 18 PD 40 1 1.5 QS NT Install 5516-19 82+22 18 20 Remove 5516-19 96+34 18 PD 30 1 1.5 QS NT Replace 5516-19 99+05 24 PD 40 2 2.5 QS NT Stream, Install 5516-19 102+33 Clean Inlet 5516-19 114+13 24 PD 35 2 2.5 QS NT Stream, Replace 5516-19 161+85 18 PD 30 1 1.5 QS NT Install 5516-19 163+65 18 PD 30 1 1.5 QS NT Install 5516-20 6+11 18 PD 30 1 1.5 QS NT Replace 5516-20 10+08 24 PD 30 2 2.5 QS NT Replace * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S with selected material or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-21 4+32 18 PD 30 1 1.5 QS NT Install 5516-21 8+09 18 PD 40 1 1.5 QS NT Install 5516-21 12+62 18 PD 30 1 1.5 QS NT Install 5516-21 15+26 24 PD 40 2 2.5 QS NT Install 5516-21 17+75 - - - Ditch Out-Right 5516-21 20+77 18 PD 40 1 1.5 QS NT Install 5516-21 25+85 - - - Ditch Out-Left 5516-21 34+25 - - - Ditch Out-Right 300 Spur 0+57 18 PD 30 1 1.5 QS NT Install 300 Spur 7+32 18 PD 30 1 1.5 QS NT Install 300 Spur 9+66 18 PD 30 1 1.5 QS NT Install 300 Spur 13+94 18 PD 30 1 1.5 QS NT Install 300 Spur 14+91 - - - Ditch Out-Right As Directed By C.A. on any road used material approved by the sale 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 Poly Band Contingency * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO NoContract Administrator. M294 Type S Remove overhanging material from the top of cut slopes. Waste material from slides or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe CULVERT AND DRAINAGE SPECIFICATION DETAIL Normal Backslope Additional cut into backslope to allow for culvert CATCH BASIN CULVERT - Natural Lay Subgrade Fill Material Undisturbed Soil 2' Min. Lower ditchline to accomodate diameter of culvert CULVERT - With Flume or Downspout Subgrade Fill Material Bolted both sides with 1/2" bolts and 2 washers per bolt. Support at 10' intervals. Support material shall be at least 1" X 1/8" steel/iron with rust protection coating. Energy Dissipator Undisturbed Soil Proper preparation of foundation and placement of bedding material shall precede the installation of all culvert pipe. This includes necessary leveling of the native trench bottom and compaction of required bedding material to form a uniform dense unyielding base. The backfill material 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 pipe is uniformly supported along road surface materials, unless approved by the barrel. HEADWALLS ENERGY DISSIPATORS Low spot allows for water to continue Headwall down ditch in case of plugged culvert 2 Culvert Diameters Aggregate Filled 2 Culvert Diameters SIDE HILL Subgrade Ditch Culvert Headwall Culvert 30° Skew LEVEL Headwalls to be constructed Dissipator Specifications: of material that will resist Depth: 1 culvert diameter erosion. Aggregate: as specified in the CULVERT LIST. POLYETHYLENE PIPE INSTALLATION INSTALLATION REQUIREMENTS:Contract Administrator.
Appears in 1 contract
Samples: www.dnr.wa.gov
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 (pg 1 of 1) Road Number From Station To Station Tolera nce Tolerance Class Subgrade Width (feet) Road Width (feet) Ditch Width Ditch Depth Crown in. @ CL Grubbing Limits (feet) Clearing Limits (feet) Cut Slope Ratio Fill Slope Ratio Width (feet) Depth (feet) ft ft ft ft in ft ft S R W D G1 G2 C1 C2 Clause Clause 5500 128+00 530+40 C 16 3 1 4 4-5 4-6 5516 D-5300 0+00 2266+69 C 70 X - 00 - - 0 - - - - D-5400 0+00 23+90 X - 00 - - 0 - - - - D-3000 169+60 185+66 X - 00 0 0 0 0-0 0-0 0000 -00 0+00 117+50 C 12 3 1 4 4-5 4-6 5516-18 0+00 24+00 C 12 3 1 4 4-5 4-6 5516-19 0+00 167+29 C 12 3 1 4 4-5 4-6 5516-20 0+00 10+10 C 12 3 1 4 4-5 4-6 5516-21 0+00 24+95 C 15 13 3 1 4 2 2 5 5 4-5 4-6 5516-21 24+95 39+15 C 15 13 3 1 2 2 0 0 4-5 4-6 200 Spur 0+00 3+63 C 15 13 3 1 4 2 2 5 5 4-5 4-6 300 Spur 0+00 1+50 C 15 13 3 1 4 2 2 Tags Tags 4-5 4-6 300 Spur 1+50 14+91 C 15 13 3 1 4 2 2 5 5 4-5 4-6 - - - - ROCK LIST BALLAST 6‐INCH MINUS CRUSHED ROCK Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations or Units C.Y. Subtotal Rock Source Turnout Length Width Taper K2 B2 4 Inch In-Place Commercial L H T 5516-21 D‐5000 Landing ‐ 79+50 50 1 50 D‐5050 0+00 245+95 1½ : 85 1 8” 35 24.95 873 Tsuga Pit 50 12 25 5516-21* 24+95 39+1/2:1 15 1½ : 81 5.85 474 Curve Widening 17 Junctions 15 1 8” 35 14.20 497 50 12 25 200 Spur15 Landings 00 0 00 X‐0000 * 0+00 31+63 1½ : 30 1 8” 35 3.63 127 300 Spur 1/2:1 15 81 1.30 105 * Junctions 15 1 15 * Landings 80 1 80 D‐5302 0+00 1417+91 1½ : 92 1 8” 35 14.91 522 1/2:1 12 73 17.92 1308 Turnarounds 34 1 34 Turnouts 19 1 19 40 10 25 Curve Widening 46 Junctions 12 1 12 Landings 80 1 80 D‐5302A * 0+00 2+02 1 1/2:1 12 63 2.02 127 * Junctions 12 1 12 * Landings 50 1 50 D‐5410 * 0+00 13+50 1 1/2:1 12 63 13.50 851 * Turnouts 19 1 19 40 10 25 Turnout & * Curve Widening 30 * Junctions 12 1 12 * Landings 50 1 50 D‐5410 Ext. * 0+00 5+60 1 1/2:1 12 63 5.60 353 * Turnarounds 141 Surface Rock over Culvert Installation 20 CY per Culvert 21 Culverts 420 Quarry Spalls Culvert Headwalls and Dissapators 32 culverts 107 4 Inch In-Place Total 2580 Cubic Yards Quarry Spalls Total 107 Cubic Yards 34 1 34 * Curve Widening 12 * Landings 80 1 80 D‐3000F 0+00 1+81 1 1/2:1 12 63 1.81 114 Junctions 12 1 12 Landings 80 1 80 D‐3000G 0+00 1+08 1 1/2:1 12 63 1.08 68 Junctions 12 1 12 Landings 50 1 50 D‐3000H 0+00 1+30 1 1/2:1 12 63 1.30 82 Junctions 12 1 12 Landings 50 1 50 *Optional RockRock in accordance with 6‐75 REQUIRED BALLAST: If Purchaser elects to haul on optional rock roads in wet weather, the depth listed above is recommended but not required2615 CY OPTIONAL BALLAST: 1830 CY 6‐INCH MINUS (Energy Dissipater) Road Number CY Total D‐5000 2 D‐3000 1 D‐5410 4 D‐5410 Ext. SURFACE 1 D‐5050 2 D‐5302 2 D‐3000F 1 ROCK LIST 1 1/4" MINUS CRUSHED ROCK Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations Tons Subtotal or Units Rock Source Turnout C.Y. Subtotal Length Width Taper K1 B1 5/8 INCH MINUS Commercial L H T 5500 128D-5000 Spot Rock - 14+71, 97+40 50 2 100 Rock Berm X 2 - 19+50 to 20+20 5 2 10 Rock Berm X 2 - 24+80 to 25+30 5 2 10 Spot Rock - 20+00, 25+00, 63+30 30 3 90 Spot Rock - 35+30 40 1 40 Rock Berm on left - 34+55 to 35+65 10 1 10 Rock Berm X 2 - 41+10 to 41+60 5 2 10 Spot Rock - 57+25 15 1 15 Rock Berm on left - 57+00 530to 57+50 5 1 5 Spot Rock - 67+00, 104+70 10 2 20 Rock Berm on left - 72+60 to 73+00 10 1 10 Spot Rock - 71+70, 117+50 20 2 40 Culvert Bedding/Backfill - 93+00, 97+40 1 ½ :1 Spot Rock 315 Commercial 5/8 Inch Minus Total 315 Tons NOTE: Ballast yardages are estimated on a compacted (In-Place) basis. Compliance of required rock will be based on compacted depth measurement. Apply appropriate factors to determine loose amounts for estimating purposes. Roads and rock quantities are designed for dry weather use. If Purchaser elects to haul in wet weather additional rock may be obtained from the rock pits listed in Section 6 at the Purchaser’s expense and with prior written approval from the Contract Administrator. TURNOUT & TURNAROUND LIST Road Number Begin L- Station End L- Station Turnout Width (H) Full Width Length (L) Taper Length (T) Comments 5516-21 23+75 24+75 12’ 50’ 25’ Turnout Right 5516-21 38+15 39+15 30’ 30’ 15’ Turnaround 300 Spur 4+08 5+08 12’ 50’ 25’ Turnout Right 300 Spur 14+46 14+91 30’ 30’ 15’ Turnaround *See Typical Section Sheet for Turnout Detail COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipm ent Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) 5516-21 20 2 40 D-5302 0+00 3917+92 1 1/2:1 3 15 Prehaul Maintenance, Surfacing 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 17.92 269 Curve Widening 8 Junctions 3 200 Spur 01 3 D-5400 Spot Rock - 7+00 330 50 1 50 D-3000 Culvert Bedding/Backfill - 178+63 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 300 Spur 0+00 14+91 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 5500 128+00 530+40 Prehaul Maintenance 3” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 10 20 1 20 *Optional Rock in accordance with 6-75 REQUIRED CRUSHED ROCK: 750 CY OPTIONAL CRUSHED ROCK: 0 CY CULVERT LIST Road Number Location Culvert Length (ft) Riprap Armoring (C.Y.) Bedding/Backfill Material* Placeme Method * Const. Staked* Inlet Marker Remarks Dia. Dia (inIn) Length Type Culvert Downspt Flume Inlet Outlet Type 5516-19 48CY TYPE D-5000 93+79 72 AS12 00 18 40 5 5 QS PD 0.5 0.5 6" 20 CR Y Replace D-5000 97+40 18 40 PD 0.5 0.5 6" 00 XX X X-0000 000+00 00 00 XX 0.5 0.5 6" 20 CR Y D-5410 1+40 18 30 PD 0.5 0.5 6" - NT Stream, Replace 5516-19 49+07 18 PD 30 1 1.5 QS NT Install 5516-19 50+60 48 PD 35 3 3.5 QS NT Stream, Replace 5516-19 51+15 18 PD 30 1 1.5 QS NT Install 5516-19 54+09 36 PD 40 2 2.5 QS NT Stream, Replace 5516-19 55+12 18 PD 30 1 1.5 QS NT Install 5516-19 60+28 24 PD 40 2 2.5 QS NT Stream, Replace 5516-19 61+84 36 PD 30 2 2.5 QS NT Stream, Install 5516-19 62+19 Clean Inlet 5516-19 63+54 36 PD 30 2 2.5 QS NT Stream, Replace 5516-19 81+72 18 PD 40 1 1.5 QS NT Install 5516-19 82+22 18 20 Remove 5516-19 96+34 18 PD 30 1 1.5 QS NT Replace 5516-19 99+05 24 PD 40 2 2.5 QS NT Stream, Install 5516-19 102+33 Clean Inlet 5516-19 114+13 24 PD 35 2 2.5 QS NT Stream, Replace 5516-19 161+85 18 PD 30 1 1.5 QS NT Install 5516-19 163+65 18 PD 30 1 1.5 QS NT Install 5516-20 N D-5410 6+11 30 18 30 PD 30 1 1.5 QS 0.5 0.5 6" - NT Replace 5516-20 10+08 24 PD 30 2 2.5 QS NT Replace * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-21 4+32 18 PD 30 1 1.5 QS NT Install 5516-21 N D-5410 8+09 40 18 40 PD 0.5 0.5 6" - NT N D-5410 11+70 18 40 1 1.5 QS PD 0.5 0.5 6" - NT Install 5516-21 12N D-5410 Ext. 3+62 06 18 30 PD 0.5 0.5 6" - NT N D-5050 0+90 18 30 1 1.5 QS PD 0.5 0.5 6" - NT Install 5516-21 15Y D-5050 2+26 24 40 18 30 PD 0.5 0.5 6" - NT Y D-5302 0+45 18 40 2 2.5 QS PD 0.5 0.5 6" - NT Install 5516-21 17Y D-5302 7+75 37 18 30 PD 0.5 0.5 6" - NT Y D-3000F 0+40 18 30 PD 0.5 0.5 6" - - Ditch Out-Right 5516-21 20+77 18 PD 40 1 1.5 QS NT Install 5516-21 25+85 - - - Ditch Out-Left 5516-21 34N D-3000G 0+25 18 40 PD 0.5 0.5 6" - - - Ditch Out-Right 300 Spur 0+57 18 PD 30 1 1.5 QS NT Install 300 Spur 7+32 18 PD 30 1 1.5 QS NT Install 300 Spur 9+66 18 PD 30 1 1.5 QS NT Install 300 Spur 13+94 18 PD 30 1 1.5 QS NT Install 300 Spur 14+91 - - - Ditch Out-Right As Directed By C.A. on any road used by the sale 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 Poly Band Contingency * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert N Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe CULVERT AND DRAINAGE SPECIFICATION DETAIL Normal Backslope Additional cut into backslope to allow for culvert CATCH BASIN CULVERT - Natural Lay Subgrade Fill Material Undisturbed Soil 2' Min. Lower ditchline to accomodate diameter of culvert CULVERT - With Flume or Downspout Subgrade Fill Material Bolted both sides with 1/2" bolts and 2 washers per bolt. Support at 10' intervals. Support material shall be at least 1" X 1/8" steel/iron with rust protection coating. Energy Dissipator Undisturbed Soil Proper preparation of foundation and placement of bedding material shall precede the installation of all culvert pipe. This includes necessary leveling of the native trench bottom and compaction of required bedding material to form a uniform dense unyielding base. The backfill material shall be placed so that the pipe is uniformly supported along the barrel. HEADWALLS ENERGY DISSIPATORS Low spot allows for water to continue Headwall down ditch in case of plugged culvert 2 Culvert Diameters Aggregate Filled 2 Culvert Diameters SIDE HILL Subgrade Ditch Culvert Headwall Culvert 30° Skew LEVEL Headwalls to be constructed Dissipator Specifications: of material that will resist Depth: 1 culvert diameter erosion. Aggregate: as specified in the CULVERT LIST. POLYETHYLENE PIPE INSTALLATION INSTALLATION REQUIREMENTS:
Appears in 1 contract
Samples: www.dnr.wa.gov
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 (pg 1 of 1) Road Number From Station To Station Tolera nce Tolerance Class Subgrade Width (feet) Road Width (feet) Ditch Crown in. @ CL Grubbing Limits (feet) Clearing Limits (feet) Cut Slope Ratio Fill Slope Ratio (feet) Width (feet) Depth (feet) (inches) (feet) (feet) S R W D G1 G2 C1 C2 Clause Clause 5500 128+00 530+40 C 16 3 1 4 4-5 4-6 5516 Y-0018 0+00 2267+69 25 C 00 0 0 0 0-0 0-0 0000 -00 0+00 117+50 C 16 12 3 1 4 45 5 10 10 Y-5 4-6 5516-18 Line 0+00 24162+00 C A - 12 3 1 - - 4 4-5 4-6 5516-19 - - - - Y-4400 0+00 167+29 C 12 3 1 4 4-5 4-6 5516-20 026+00 10+10 C 12 3 1 4 4-5 4-6 5516-21 0+B - 00 24+95 C 15 13 3 1 4 2 2 5 5 4-5 4-6 5516-21 24+95 39+15 C 15 13 3 1 2 2 - - 0 0 4-5 4-6 200 Spur 0+00 3+63 C 15 13 3 1 4 2 2 5 5 4-5 4-6 300 Spur 0+00 1+50 C 15 13 3 1 4 2 2 Tags Tags 4-5 4-6 300 Spur 1+50 14+91 C 15 13 3 1 4 2 2 5 5 4-5 4-6 ROCK LIST BALLAST Road - - - - XXXXXXX Xxxx Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations C.Y. Subtotal or Units Rock Source Turnout C.Y. Subtotal Length Width Taper K2 B2 4 6-Inch In-Place Minus Commercial L H T 5516-21 Y-0018 * 0+00 247+95 1½ : 25 1 8” 35 24.95 873 Tsuga Pit 1/2:1 15 81 7.25 587 * Turnarounds 43 1 43 * Curve Widening 21 * Junctions 15 1 15 * Landings 68 1 68 Y-0018.1 * 0+00 5+05 12 63 5.05 318 * Curve Widening 11 * Junctions 12 1 12 * Landings 50 12 1 50 Y-0019 * 0+00 9+90 1 1/2:1 15 81 9.90 801 40 10 25 5516-21* 24+95 39+Turnarounds 43 1 43 * Turnouts 23 1 23 * Curve Widening 28 * Junctions 15 1½ : 1 8” 35 14.20 497 50 12 25 200 Spur15 * Landings 68 1 68 LB-1010 * 0+00 3+30 1 1/2:1 12 63 1½ : 3.30 208 Culvert Backfill 10 1 8” 35 3.63 127 300 Spur 10 * Curve Widening 7 Y-4430 0+00 1432+91 1½ : 95 1 8” 35 14.91 522 1/2:1 15 92 32.95 3032 40 10 25 Turnarounds 43.5 2 87 Turnouts 23 2 46 Curve Widening 106 Junctions 15 1 15 Y-4430 32+95 66+15 1 1/2:1 15 81 33.20 2689 40 10 25 Turnarounds 43 1 43 Turnouts 23.5 2 47 Curve Widening 94 Landings 50 1 50 Spur A * 0+00 3+25 1 1/2:1 12 25 Turnout & Turnarounds 141 Surface Rock over Culvert Installation 20 CY per Culvert 21 Culverts 420 Quarry Spalls Culvert Headwalls and Dissapators 32 culverts 107 4 Inch In-Place Total 2580 Cubic Yards Quarry Spalls Total 107 Cubic Yards 63 3.25 205 * Curve Widening 7 * Junctions 12 1 12 * Landings 50 1 50 *Optional RockRock in accordance with 6-75. REQUIRED BALLAST: If Purchaser elects to haul on optional rock roads in wet weather, the depth listed above is recommended but not required. 6219 CY OPTIONAL BALLAST: 2592 CY SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ (in) C.Y. per Station or Unit # of Stations Tons Subtotal or Units Rock Source Turnout C.Y. Subtotal Length Width Taper K1 B1 5/8 INCH 1 1/4" MINUS CRUSHED Commercial L H T 5500 128LB-1010 Spot Rock 30 40 10 25 Y-4430 0+00 53032+95 1 1/2:1 4 20 32.95 659 40 10 25 Turnarounds 10.5 2 21 Turnouts 6.5 2 13 Curve Widening 23 Y-Line Culvert Backfill 20 3 60 40 10 25 10+50 23+70 1 ½ :1 1/2:1 6 30 13 390 43+00 51+20 1 1/2:1 6 30 8.2 246 Turnouts 10 2 20 Curve Widening 24 Spot Rock 315 Commercial 5/8 Inch Minus Total 315 Tons NOTE(1+15, 101+80) 10 2 20 Spot Rock (27+00, 37+00) 20 2 40 Spot Rock (86+00, 90+60) 40 2 80 Y-4400 0+00 26+00 1 1/2:1 4 20 26.00 520 40 10 25 Turnouts 6.5 2 13 Curve Widening 18 Junctions 5 1 5 REQUIRED CRUSHED ROCK: Ballast yardages are estimated on a compacted (In-Place) basis. Compliance of required rock will be based on compacted depth measurement. Apply appropriate factors to determine loose amounts for estimating purposes. Roads and rock quantities are designed for dry weather use. If Purchaser elects to haul in wet weather additional rock may be obtained from the rock pits listed in Section 6 at the Purchaser’s expense and with prior written approval from the Contract Administrator. TURNOUT & TURNAROUND LIST 2182 CY Energy Dissipater Road Number Begin L- Station End L- Station Turnout Width (H) Full Width Length (L) Taper Length (T) Comments 5516-21 23+75 24+75 12’ 50’ 25’ Turnout Right 5516-21 38+15 39+15 30’ 30’ 15’ Turnaround 300 Spur 4+08 5+08 12’ 50’ 25’ Turnout Right 300 Spur 14+46 14+91 30’ 30’ 15’ Turnaround *See Typical Section Sheet for Turnout Detail COMPACTION LIST Road From Station To Station Type Max Rock Slope Compacted Rock Depth Per Lift (inches) Equipment Type Equipm ent Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) 5516-21 0+00 39+15 Prehaul Maintenance, Surfacing 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 200 Spur 0+00 3+63 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 300 Spur 0+00 14+91 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 5500 128+00 530+40 Prehaul Maintenance 3” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-C.Y. per Station or Unit # of Stations or Units C.Y. Subtotal Rock Source QUARRY SPALLS Commercial All Roads All Culverts 1 19 48+79 72 AS12 40 5 5 QS NT Stream, Replace 5516-19 49+07 18 PD 30 1 1.5 QS NT Install 5516-19 50+60 48 PD 35 3 3.5 QS NT Stream, Replace 5516-19 51+15 18 PD 30 1 1.5 QS NT Install 5516-19 54+09 36 PD 40 2 2.5 QS NT Stream, Replace 5516-19 55+12 18 PD 30 1 1.5 QS NT Install 5516-19 60+28 24 PD 40 2 2.5 QS NT Stream, Replace 5516-19 61+84 36 PD 30 2 2.5 QS NT Stream, Install 5516-19 62+19 Clean Inlet 5516-19 63+54 36 PD 30 2 2.5 QS NT Stream, Replace 5516-19 81+72 18 PD 40 1 1.5 QS NT Install 5516-19 82+22 18 20 Remove 5516-19 96+34 18 PD 30 1 1.5 QS NT Replace 5516-19 99+05 24 PD 40 2 2.5 QS NT Stream, Install 5516-19 102+33 Clean Inlet 5516-19 114+13 24 PD 35 2 2.5 QS NT Stream, Replace 5516-19 161+85 18 PD 30 1 1.5 QS NT Install 5516-19 163+65 18 PD 30 1 1.5 QS NT Install 5516-20 6+11 18 PD 30 1 1.5 QS NT Replace 5516-20 10+08 24 PD 30 2 2.5 QS NT Replace * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-21 4+32 18 PD 30 1 1.5 QS NT Install 5516-21 8+09 18 PD 40 1 1.5 QS NT Install 5516-21 12+62 18 PD 30 1 1.5 QS NT Install 5516-21 15+26 24 PD 40 2 2.5 QS NT Install 5516-21 17+75 - - - Ditch Out-Right 5516-21 20+77 18 PD 40 1 1.5 QS NT Install 5516-21 25+85 - - - Ditch Out-Left 5516-21 34+25 - - - Ditch Out-Right 300 Spur 0+57 18 PD 30 1 1.5 QS NT Install 300 Spur 7+32 18 PD 30 1 1.5 QS NT Install 300 Spur 9+66 18 PD 30 1 1.5 QS NT Install 300 Spur 13+94 18 PD 30 1 1.5 QS NT Install 300 Spur 14+91 - - - Ditch Out-Right As Directed By C.A. on any road used by the sale 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 Poly Band Contingency * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe CULVERT AND DRAINAGE SPECIFICATION DETAIL Normal Backslope Additional cut into backslope to allow for culvert CATCH BASIN CULVERT - Natural Lay Subgrade Fill Material Undisturbed Soil 2' Min. Lower ditchline to accomodate diameter of culvert CULVERT - With Flume or Downspout Subgrade Fill Material Bolted both sides with 1/2" bolts and 2 washers per bolt. Support at 10' intervals. Support material shall be at least 1" X 1/8" steel/iron with rust protection coating. Energy Dissipator Undisturbed Soil Proper preparation of foundation and placement of bedding material shall precede the installation of all culvert pipe. This includes necessary leveling of the native trench bottom and compaction of required bedding material to form a uniform dense unyielding base. The backfill material shall be placed so that the pipe is uniformly supported along the barrel. HEADWALLS ENERGY DISSIPATORS Low spot allows for water to continue Headwall down ditch in case of plugged culvert 2 Culvert Diameters Aggregate Filled 2 Culvert Diameters SIDE HILL Subgrade Ditch Culvert Headwall Culvert 30° Skew LEVEL Headwalls to be constructed Dissipator Specifications: of material that will resist Depth: 1 culvert diameter erosion. Aggregate: as specified in the CULVERT LIST. POLYETHYLENE PIPE INSTALLATION INSTALLATION REQUIREMENTS:19
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 (pg 1 of 1) Road Number From Station To Station Tolera nce Class Subgrade Width (feet) Road Width (feet) Ditch Crown in. @ CL Grubbing Limits (feet) Clearing Limits (feet) Cut Slope Ratio Fill Slope Ratio Width (feet) Depth (feet) S R W D G1 G2 C1 C2 Clause Clause 5500 128+00 530+40 C 16 3 1 4 4-5 4-6 5516 0+00 226+69 C 00 0 0 0 0-0 0-0 0000 -00 0+00 117+50 C 12 3 1 4 4-5 4-6 5516-18 0+00 24+00 C 12 3 1 4 4-5 4-6 5516-19 0+00 167+29 C 12 3 1 4 4-5 4-6 5516-20 0+00 10+10 C 12 3 1 4 4-5 4-6 5516-21 0+00 24+95 C 15 13 3 1 4 2 2 5 5 4-5 4-6 5516-21 24+95 39+15 C 15 13 3 1 2 2 0 0 4-5 4-6 200 Spur 0+00 3+63 C 15 13 3 1 4 2 2 5 5 4-5 4-6 300 Spur 0+00 1+50 C 15 13 3 1 4 2 2 Tags Tags 4-5 4-6 300 Spur 1+50 14+91 C 15 13 3 1 4 2 2 5 5 4-5 4-6 ROCK LIST BALLAST Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations C.Y. Subtotal Rock Source Turnout Length Width Taper K2 B2 4 Inch In-Place L H T 5516-21 0+00 24+95 1½ : 1 8” 35 24.95 873 Tsuga Pit 50 12 25 5516-21* 24+95 39+15 1½ : 1 8” 35 14.20 497 50 12 25 200 Spur* 0+00 3+63 1½ : 1 8” 35 3.63 127 300 Spur 0+00 14+91 1½ : 1 8” 35 14.91 522 50 12 25 Turnout & Turnarounds 141 Surface Rock over Culvert Installation 20 CY per Culvert 21 Culverts 420 Quarry Spalls Culvert Headwalls and Dissapators 32 culverts 107 4 Inch In-Place Total 2580 Cubic Yards Quarry Spalls Total 107 Cubic Yards *Optional Rock: If Purchaser elects to haul on optional rock roads in wet weather, the depth listed above is recommended but not required. SURFACE Road Number From Station To Station Rock Slope Compacted Rock Depth C.Y./ Station # of Stations Tons Subtotal Rock Source Turnout Length Width Taper K1 B1 5/8 INCH MINUS L H T 5500 128+00 530+40 1 ½ :1 Spot Rock 315 Commercial 5/8 Inch Minus Total 315 Tons NOTE: Ballast yardages are estimated on a compacted (In-Place) basis. Compliance of required rock will be based on compacted depth measurement. Apply appropriate factors to determine loose amounts for estimating purposes. Roads and rock quantities are designed for dry weather use. If Purchaser elects to haul in wet weather additional rock may be obtained from the rock pits listed in Section 6 at the Purchaser’s expense and with prior written approval from the Contract Administrator. TURNOUT & TURNAROUND LIST Road Number Begin L- Station End L- Station Turnout Width (H) Full Width Length (L) Taper Length (T) Comments 5516-21 23+75 24+75 12’ 50’ 25’ Turnout Right 5516-21 38+15 39+15 30’ 30’ 15’ Turnaround 300 Spur 4+08 5+08 12’ 50’ 25’ Turnout Right 300 Spur 14+46 14+91 30’ 30’ 15’ Turnaround *See Typical Section Sheet for Turnout Detail COMPACTION LIST Road From Station To Station Type Max Depth Per Lift (inches) Equipment Type Equipm ent Weight (lbs) Minimum Number of Passes Maximum Operating Speed (mph) 5516-21 0+00 39+15 Prehaul Maintenance, Surfacing 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 200 Spur 0+00 3+63 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 300 Spur 0+00 14+91 New Construction 8” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 5500 128+00 530+40 Prehaul Maintenance 3” Smooth Drum Vibratory Roller 12,000 4 low freq. vibe on 3 Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-19 48+79 72 AS12 40 5 5 QS NT Stream, Replace 5516-19 49+07 18 PD 30 1 1.5 QS NT Install 5516-19 50+60 48 PD 35 3 3.5 QS NT Stream, Replace 5516-19 51+15 18 PD 30 1 1.5 QS NT Install 5516-19 54+09 36 PD 40 2 2.5 QS NT Stream, Replace 5516-19 55+12 18 PD 30 1 1.5 QS NT Install 5516-19 60+28 24 PD 40 2 2.5 QS NT Stream, Replace 5516-19 61+84 36 PD 30 2 2.5 QS NT Stream, Install 5516-19 62+19 Clean Inlet 5516-19 63+54 36 PD 30 2 2.5 QS NT Stream, Replace 5516-19 81+72 18 PD 40 1 1.5 QS NT Install 5516-19 82+22 18 20 Remove 5516-19 96+34 18 PD 30 1 1.5 QS NT Replace 5516-19 99+05 24 PD 40 2 2.5 QS NT Stream, Install 5516-19 102+33 Clean Inlet 5516-19 114+13 24 PD 35 2 2.5 QS NT Stream, Replace 5516-19 161+85 18 PD 30 1 1.5 QS NT Install 5516-19 163+65 18 PD 30 1 1.5 QS NT Install 5516-20 6+11 18 PD 30 1 1.5 QS NT Replace 5516-20 10+08 24 PD 30 2 2.5 QS NT Replace * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material* Placeme Method * Const. Staked* Remarks Dia. (in) Type Culvert Downspt Flume Inlet Outlet Type 5516-21 4+32 18 PD 30 1 1.5 QS NT Install 5516-21 8+09 18 PD 40 1 1.5 QS NT Install 5516-21 12+62 18 PD 30 1 1.5 QS NT Install 5516-21 15+26 24 PD 40 2 2.5 QS NT Install 5516-21 17+75 - - - Ditch Out-Right 5516-21 20+77 18 PD 40 1 1.5 QS NT Install 5516-21 25+85 - - - Ditch Out-Left 5516-21 34+25 - - - Ditch Out-Right 300 Spur 0+57 18 PD 30 1 1.5 QS NT Install 300 Spur 7+32 18 PD 30 1 1.5 QS NT Install 300 Spur 9+66 18 PD 30 1 1.5 QS NT Install 300 Spur 13+94 18 PD 30 1 1.5 QS NT Install 300 Spur 14+91 - - - Ditch Out-Right As Directed By C.A. on any road used by the sale 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 PD 30 1 1.5 QS NT Contingency 18 Poly Band Contingency * SEE CULVERT AND DRAINAGE SPECIFICATION DETAIL PD = Polyethylene Pipe Dual Wall AASHTO No. M294 Type S or ASTM F2648 AS12 = Aluminized Steel AASHTO Xx. X000, 00 Xxxxx TEMP = Temporary Culvert Key: QS - Quarry Spalls LL - Light Loose Riprap SR - Shot Rock NT - Native (bank run) SL - Select Fill Flume - Half round pipe Downspout - Full round pipe CULVERT AND DRAINAGE SPECIFICATION DETAIL Normal Backslope Additional cut into backslope to allow for culvert CATCH BASIN CULVERT - Natural Lay Subgrade Fill Material Undisturbed Soil 2' Min. Lower ditchline to accomodate diameter of culvert CULVERT - With Flume or Downspout Subgrade Fill Material Bolted both sides with 1/2" bolts and 2 washers per bolt. Support at 10' intervals. Support material shall be at least 1" X 1/8" steel/iron with rust protection coating. Energy Dissipator Undisturbed Soil Proper preparation of foundation and placement of bedding material shall precede the installation of all culvert pipe. This includes necessary leveling of the native trench bottom and compaction of required bedding material to form a uniform dense unyielding base. The backfill material shall be placed so that the pipe is uniformly supported along the barrel. HEADWALLS ENERGY DISSIPATORS Low spot allows for water to continue Headwall down ditch in case of plugged culvert Subgrade ENERGY DISSIPATORS Ditch Culvert 2 Culvert Diameters Aggregate Filled 2 Culvert Diameters SIDE HILL Subgrade Ditch Culvert Headwall Culvert 30° Skew LEVEL SIDE HILL Headwalls to be constructed Dissipator Specifications: of material that will resist Depth: 1 culvert diameter erosion. Aggregate: as specified in the CULVERT LIST. POLYETHYLENE PIPE INSTALLATION INSTALLATION REQUIREMENTS:
Appears in 1 contract
Samples: Sale
