PLASTIC BAND. Plastic coupling and end bands shall meet the AASHTO specification designated for the culvert. Only fittings supplied or recommended by the culvert manufacturer shall be used. Couplings shall be split coupling band. Split coupling bands shall have a minimum of four corrugations, two on each side of the pipe joint.

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.

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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. Tota...

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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 l...

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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. Split coupling bands must have a minimum of four corrugations, two on each side of the pipe joint. NOTE: GRUBBING LIMITS FOR CONSTRUCTION AND RECONSTRUCTION ARE 1’ BEYOND EDGE OF ROAD OR BACK OF DITCH. CLEARING LIMITS POSTED WITH RIGHT OF WAY TAGS AND YELLOW FLAGGING. IF NOT POSTED, SEE RIGHT‐ OF‐WAY SPECIFICATION SHEET. ROAD CONSTRUCTION/ RECONSTRUCTION/ PRE-HAUL FROM STATION TO STATION TOL. CLASS SUBGRADE WIDTH S CROWN INCHES @ CENTERLINE OUTSLOPE INCHES IN 00 XXXX XXXX XXXXX R DITCH WIDTH DEPTH W D GRUBBING LIMITS G1 G2 CLEARING LIMITS C1 C2 B1000 Pre-haul 91+62 92+62 17’ 4” 14’ 3’ 1’ NA NA B1000 Pre-haul 114+82 116+12 17’ 4” 14’ 3’ 1’ NA NA B1000 Pre-haul 120+11 120+44 17’ 4” 14’ 3’ 1’ NA NA B1000 Pre-haul 123+03 123+36 17’ 4” 14’ 3’ 1’ NA NA B1000 Pre-haul 143+76 147+76 17’ 4” 14’ 3’ 1’ NA NA B1000 Pre-haul 156+14 159+14 17’ 4” 14’ 3’ 1’ NA NA B1915 Reconstruction 0+00 6+00 B 12’ 4” 12’ NA NA SEE NOTE SEE NOTE N1000 Pre-haul 57+96 72+90 14’ 4” 12’ 3’ 1’ NA NA N1500 Reconstruction 25+93 44+76 B 12’ 4” 12’ 3’ 1’ SEE NOTE SEE NOTE N1610 Construction 0+00 3+25 C 12’ 4” 12’ 3’ 1’ SEE NOTE SEE NOTE N1610 Reconstruction 3+25 44+58 C 12’ 4” 12’ 3’ 1’ SEE NOTE SEE NOTE N1620 Pre-haul 0+00 11+19 12’ 4” 12’ 3’ 1’ NA NA N1730 Pre-haul 0+00 19+52 12’ 4” 12’ NA NA NA NA O50 Pre-haul 161+33 169+77 12’ 4” 12’ NA NA NA NA O50 Pre-haul 190+07 195+07 12’ 4” 12’ NA NA NA NA O54 Pre-haul 0+00 23+74 12’ 4” 12’ NA NA NA NA NOTE: GRUBBING LIMITS FOR CONSTRUCTION AND RECONSTRUCTION ARE 1’ BEYOND EDGE OF ROAD OR BACK OF DITCH. CLEARING LIMITS POSTED WITH RIGHT OF WAY TAGS AND YELLOW FLAGGING. IF NOT POSTED, SEE RIGHT‐ OF‐WAY SPECIFICATION SHEET. ROAD CONSTRUCTION/ RECONSTRUCTION/ PRE-HAUL FROM STATION TO STATION TOL. CLASS SUBGRADE WIDTH S CROWN INCHES @ CENTERLINE OUTSLOPE INCHES IN 00 XXXX XXXX XXXXX R DITCH WIDTH DEPTH W D GRUBBING LIMITS G1 G2 CLEARING LIMITS C1 C2 B1090 Pre-haul 0+00 15+54 12’ 4” 12’ NA NA NA NA B1095 Construction 0+00 2+63 C 12’ 4” 12’ NA NA SEE NOTE SEE NOTE B1820 Pre-haul 0+00 35+85 12’ 4” 12’ NA NA NA NA O53 Pre-haul 0+00 18+95 12’ 4” 12’ NA NA NA NA O55 Pre-haul 0+00 9+82 12’ 4” 12’ NA NA NA NA

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. SECTION 11 SPECIAL NOTES 11‐1 USED CULVERT RESET On the following road, Purchaser shall reset existing culverts to comply with Section 5 ‐ Drainage. If existing culverts are damaged during removal, Purchaser shall provide and place new culverts of the same dimensions. Purchaser shall obtain approval from the Contract Administrator for the quality of used culverts before reinstallation. Road Stations TYPICAL SECTION SHEET Road Number From Station To Station Tolerance Class Subgrade Width (feet) Road Width (feet) Ditch Crown in. @ CL (inches) Grubbing Limits (feet) Clearing Limits (feet) Width (feet) Depth (feet) S R W D G1 G2 C1 C2 H-9000 0+00 89+20 X - 00 0 0 0 - - - - X-0000 0+00 69+80 X - 00 0 0 0 - - - - X-0000 0+00 80+80 X - 00 0 0 0 - - - - H-9600 0+00 40+65 X - 00 0 0 0 - - - - XXXXXXX Xxxx 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 K2 B2 SELECT PIT RUN HARMONY QUARRY L H T H-9226 * 0+00 18+25 1 1/2:1 15 81 18.25 1477 * Turnarounds 43 1 43 * Turnouts 23 1 23 40 10 25 * Curve Widening 52 * Junctions 30 1 30 * Landings 50 1 50 H-9320 * 0+00 4+20 8 40 4.20 170 * Curve Widening 6 * Junctions 8 1 8 * Landings 36 1 36 H-9330 * 0+00 3+08 1 1/2:1 8 41 3.08 125 * Curve Widening 4 * Junctions 8 1 8 H-9621 * 0+00 7+90 1 1/2:1 15 81 7.90 639 * Turnarounds 43 1 43 * Curve Widening 22 * Junctions 15 1 15 * Landings 50 1 00 XXXXXXX Xxxx 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 K2 B2 SELECT PIT RUN HARMONY QUARRY L H T H-9340 0+00 16+50 1 1/2:1 8 40 16.50 667 Turnarounds 22 1 22 Turnouts 12 1 12 40 10 25 Curve Widening 23 Junctions 8 1 8 Landings 36 1 36 H-9620 * Spot Rock 200 *Optional Rock: If Contractor elects to haul on optional REQUIRED BALLAST: 768 CY rock roads in dry weather, the depth listed OPTIONAL BALLAST: 3001 CY above is recommended but not required. SURFACE 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 So...

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 and must have a minimum of four corrugations, two on each side of the pipe joint. NOTE: GRUBBING LIMITS FOR RECONSTRUCTION ARE 1’ BEYOND EDGE OF ROAD OR BACK OF DITCH. CLEARING LIMITS SHALL BE IN ACCORDANCE WITH RIGHT‐ OF‐WAY SPECIFICATION SHEET. ROAD CONSTRUCTION/ RECONSTRUCTION/ PRE‐HAUL FROM STATION TO STATION TOL. CLASS SUBGRADE WIDTH S FEET CROWN INCHES @ CENTERLINE INCHES OUTSLOPE INCHES IN 10 FEET INCHES ROAD WIDTH R FEET DITCH WIDTH DEPTH W D GRUBBING LIMITS G1 G2 CLEARING LIMITS C1 C2 COMMENTS T5030 Reconstruction 0+00 45+45 C 14 ‐ 4 ‐ ‐ ‐ SEE NOTE SEE NOTE T5030 Reconstruction 48+40 83+40 C 14 ‐ 4 ‐ ‐ ‐ SEE NOTE SEE NOTE T5030R Construction 0+00 2+90 C 14 ‐ 4 ‐ ‐ ‐ 1’ 1’ SEE NOTE T5032 Construction 0+00 18+05 C 14 ‐ 4 ‐ ‐ ‐ 1’ 1’ SEE NOTE T5034 Construction 0+00 11+30 C 14 ‐ 4 ‐ ‐ ‐ 1’ 1’ SEE NOTE T5101 Construction 0+00 18+45 C 14 ‐ 4 ‐ ‐ ‐ 1’ 1’ SEE NOTE T5102 Construction 0+00 12+25 C 14 ‐ 4 ‐ ‐ ‐ 1’ 1’ SEE NOTE Road Number From Station To Station Rock Slope K2 Compacted Rock Depth B2 CY/ Station # of Stations CY Subtotal Approximate Tons Subtotal Rock Source T5030 64+10 64+70 2:1 6” 30 0.6 20 27 Commercial T5030 67+25 67+85 2:1 6” 30 0.6 20 27 Commercial T5034 3+65 4+25 2:1 6” 30 0.6 20 27 Commercial T5034 5+15 6+15 2:1 6” 30 1.0 30 41 Commercial T5101 11+60 12+20 2:1 6” 30 0.6 20 27 Commercial T5102 1+30 2+30 2:1 6” 1.0 30 41 Commercial BALLAST TOTAL 180 Cubic Yards (244 Tons) RIGHT‐OF‐WAY SPECIFICATION SHEET Based on a 12’ road width. All clearing distances are measured horizontally from the centerline of the road. All ditches are 1’ deep. Ditched roads are crowned 4” at the centerline. Roads with no ditch are outsloped 4” in 10’. CROWNED ROAD WITH DITCH RIGHT Sideslope Clearing Left Clearing Right 0‐10% 16’ 14’ 10‐20% 17’ 15’ 20‐30% 19’ 17’ 30‐40% 22’ 18’ 40‐50% 27’ 22’ OUTSLOPE LEFT ROAD Sideslope Clearing Left Clearing Right 0‐10% 16’ 11’ 10‐20% 17’ 12’ 20‐30% 19’ 13’ 30‐40% 22’ 15’ 40‐50% 27’ 17’ CROWNED ROAD WITH DITCH LEFT Sideslope Clearing Left Clearing Right 0‐10% 14’ 16’ 10‐20% 15’ 17’ 20‐30% 17’ 19’ 30‐40% 18’ 22’ 40‐50% 22’ 27’ OUTSLOPE RIGHT ROAD Sideslope Clearing Left Clearing Right 0‐10% 11’ 16’ 10‐20% 12’ 17’ 20‐30% 13’ 19’ 30‐40% 15’ 22’ 40‐50% 17’ 27’ TEM PORARY CULVERT DETAIL FILL TO BE XXX XXXX ROAD SURFACE

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. 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 Xxxxxxx Road 0+00 5+50 A 15’ 12’ 3’ 1’ 4” GD‐1000 0+00 36+50 C 15’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ GD‐1000 Ext 0+00 5+85 C 15’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ GD‐1001 0+00 10+20 C 15’ 12’ 3’ 1’ 4” 5’ 5’ 10’ 10’ 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 3” Minus Ballast **GD‐1000 Ext 0+00 5+85 1 ½:1 9” 46 5.85 270 Commercial **GD‐1001 0+00 10+20 1 ½:1 9” 46 10.20 470 Commercial **Landings 1 ½:1 9” 30 3 90 Commercial **Turnouts 1 ½:1 9” 20 2 40 Commercial **Turn Arounds 1 ½:1 9” 20 3 60 Commercial ** Optional Rock OPTIONAL BALLAST TOTAL _930 Cubic Yards If Purchaser elects to haul on optional rock roads in dry weather, the depth listed above is recommended but not required. CULVERT LIST Road Number Location Culvert Length (ft) Riprap (C.Y.) Backfill Material Placement Method Dia. Gauge Culvert Downspt Flume Inlet Outlet Type GD‐1000 EXT 4+40 18” 30’ NT ZDH GD‐1001 0+90 18” 30’ NT ZDH GD‐1001 3+50 18” 30’ NT ZDH GD‐1001 8+60 18” 30’ NT ZDH GD‐1001 9+65 24” 30’ NT ZDH Key: QS - NT - SL - ZDH - LL - Quarry Spalls Native (bank run) Select Fill Zero Drop Height Light Loose Riprap 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) ALL ROADS ALL STATIONS Subgrade/Rock 6” Vibratory Smooth Drum 20000 5 5 FIRE ROAD 30-100735 FINALIZED DATE: JULY 27, 2020 Page 21 of 28 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 str...

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