5b.Road Construction-Reconstruction_Drawings.pdf

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE •• REGION SIX

MT. BAKER - SNOQUALMIE NATIONAL FOREST

DARRINGTON RANGER DISTRICT

SPECIFIED ROAD WORK DRAWINGS FOR PROPOSED

DC GREEN GROUSE STEWARDSHIP

ROAD NO.

4110-014 4110-024

MP to MP MILES

0.00 to 1.90 1.00

0.00 to 4.40 4.40

0.00 to 2.56 2.56

0.00 to 1.02 1.02

=rn r

A�L-9�.e e

PROJECT

LOCATION

Garland Mineral

Springs

( s l.,........---

7 • �, 57 6S almij'./

•nd

VICINITY MAP

INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

2 PROJECT LOCATION MAP

3- PROJECT LOCATION MAP - WEST

4 PROJECT LOCATION MAP - EAST

5-6 GENERAL NOTES

7-8 SUMMARY OF QUANTITIES

9-42 WORK DESCRIPTION LISTS

43-44 DRAINAGE LISTING

45 TRAFFIC CONTROL PLAN - E XAMPLE

46 DEWATERING PLAN - TYPICAL

47 ROADSIDE BRUSHING

48 ROAD RECONDITIONING

49-53 TURNOUT/TURNAROUND - TYPICALS

54 FSR 4110-014 STA 80+59 TURNAROUND

55 DRAINAGE EXCAVATION

56 ASPHALT PATCHING

57-58 CULVERT & RIPRAP DETAILS

59 FSR 4110-014 STA 83+55 CULVERT INSTALLATION

60 STA 113+00 CULVERT INSTALLATION AND WIDENING

61 FSR 4110-014 STA 117+08 RIPRAP EMBANKMENT

N

FOREST SERVICE ROADS MAY HAVE BURIED

UTILITY LINES WITHIN THE ROAD PRISM.

CALL 811 PRIOR TO ANY DIGGING OR

EXCAVATION WORK.

STATE OF WASHINGTON

PREPARED BY:

� 02/25/2020

NAME DESIGN ENGINEER DATE

REVIEW

. �I, 1/ <--- o:i j;}. t/;;i. o;i.o

M PROJEC TEAMLEADER DATE

REVIEWED BY:

·-:f:"_�� -;_/u/2,oz..a

NAME�ISTANT FOREST ENGINEER DATE

N� DISTRICT RANGER DATE

M A

T C

H

L

I N

E

DC GREEN GROUSE STEWARDSHIP

NOTES:

1. Roads that are specified for this project are shown as bolded linework.

2. For Road Closures, Restrictions, signage, and Other Requirements see General Notes for specific road information.

3. Call 811 to identify any utility lines prior to any digging or excavation work.

4. FS bridges: Any over legal weight vehicles shall apply for a bridge permit at least 21 days prior to bridge crossing.

SHEET OF

BLOCKED ROAD

LOCKED GATE

UNIMPROVED RD

UNIMPROVED RD/GRAVEL

IMPROVED RD/GRAVEL

TWO LANE PAVED HWY

(PASSENGER CARS)

(HIGH CLEARANCE VEHICLES)

SYSTEM LEGEND

TRANSPORTATION

DESIGNATED DISPOSAL AREAS

LOCATION MAP

PROJECT AREA

FOREST BOUNDARY

T

O

G

R

A

N

I T

E

F

A

L

L

S 7 MILES

V

E

R

L

O

T4 MILES

END OF TIMBER SALE ON FSR 4110

STA

44+30

STA

122+56

MATCHLINE FOR EAST-WEST DRAWINGS

NOT TO SCALE

WATER SOURCE

Sta

48+28

END OF TIMBER SALE ON FSR 4110-024

END OF TIMBER SALE

ON FSR 4110-014

AutoCAD SHX Text 411O

AutoCAD SHX Text O24

AutoCAD SHX Text O25

AutoCAD SHX Text O11

AutoCAD SHX Text 411O

AutoCAD SHX Text O12

AutoCAD SHX Text O2O

AutoCAD SHX Text

AutoCAD SHX Text O18

AutoCAD SHX Text O15

AutoCAD SHX Text O14

AutoCAD SHX Text

AutoCAD SHX Text O16

AutoCAD SHX Text O21

AutoCAD SHX Text

CANYON

AutoCAD SHX Text

CREEK

AutoCAD SHX Text O16

AutoCAD SHX Text

CRANBERRY CREEK

AutoCAD SHX Text N

AutoCAD SHX Text O14

AutoCAD SHX Text 411O

AutoCAD SHX Text 411O

AutoCAD SHX Text O24

AutoCAD SHX Text D

AutoCAD SHX Text

SOUTH FORK STILLAGUAMISH RIVER

AutoCAD SHX Text

MOUNTAIN LOOP HIGHWAY

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text W

T C

H

L

I N

E

DC GREEN GROUSE STEWARDSHIP

SHEET OF

LOCATION MAP

PROJECT AREA-WEST

Sta

43+68

Sta

28+10

Sta

12+70

Sta

33+06

BLOCKED ROAD

UNIMPROVED RD

UNIMPROVED RD/GRAVEL

IMPROVED RD/GRAVEL

TWO LANE PAVED HWY

(PASSENGER CARS) (HIGH CLEARANCE VEHICLES)

TRANSPORTATION SYSTEM LEGEND

DESIGNATED TURN AROUND

NOT TO SCALE

AutoCAD SHX Text 411O

AutoCAD SHX Text O24

AutoCAD SHX Text O25

AutoCAD SHX Text O11

AutoCAD SHX Text 411O

AutoCAD SHX Text O12

AutoCAD SHX Text O2O

AutoCAD SHX Text

AutoCAD SHX Text O15

AutoCAD SHX Text

CANYON

AutoCAD SHX Text

CREEK

AutoCAD SHX Text O16

AutoCAD SHX Text

CRANBERRY CREEK

AutoCAD SHX Text O14

AutoCAD SHX Text 411O

AutoCAD SHX Text O24

AutoCAD SHX Text

TA

AutoCAD SHX Text

TA

AutoCAD SHX Text

TA

AutoCAD SHX Text

TA

AutoCAD SHX Text

TA

MOUNTAIN LOOP HIGHWAY

T C

H

L

I N

E

SHEET OF

LOCATION MAP

PROJECT AREA-EAST

61DC GREEN GROUSE STEWARDSHIP

Sta

60+06

Sta

80+59

Sta

94+98

C

R

A

N

B

E

R

R

Y

BLOCKED ROAD

UNIMPROVED RD

UNIMPROVED RD/GRAVEL

IMPROVED RD/GRAVEL

TWO LANE PAVED HWY

(PASSENGER CARS) (HIGH CLEARANCE VEHICLES)

TRANSPORTATION SYSTEM LEGEND

DESIGNATED TURN AROUND

M A

T C

H

L

I N

E

C

R

E

E

K

NOT TO SCALE

Sta

48+28

WATER SOURCE

AutoCAD SHX Text O18

AutoCAD SHX Text O14

AutoCAD SHX Text

AutoCAD SHX Text O16

AutoCAD SHX Text O21

AutoCAD SHX Text 411O

AutoCAD SHX Text

TA

AutoCAD SHX Text

TA

AutoCAD SHX Text

TA

AutoCAD SHX Text

TA

AutoCAD SHX Text W

W

15101 Mobilization All Construction Signing, Traffic Control, Cleaning of Equipment, De-watering, & Erosion Control are an indirect cost to Mobilization. The Contractor shall submit a traffic control plan, de-watering and erosion control plan to the Forest Service CO (Contracting Officer) for approval at the pre-work conference.

15713 Soil, Erosion Pollution Control Item specific to stream crossings and live water ditch relief culverts.

20101 Roadway Clearing and Grubbing, SY Includes removing all vegetation that has grown up in turnout areas or as described in the Worklist. Clearing debris generated inside sale unit boundaries shall be hauled to a designated waste area and piled in locations flagged by the CO.

20103 A/B Roadway Clearing and Grubbing, MI Includes removing all vegetation that has grown up in the roadway, in the ditches, on the shoulders, and above within the clearance as described in the Worklist. Clearing debris generated inside sale unit boundaries shall be hauled to a designated waste area and piled in locations flagged by the CO.

20301 Removal of Culverts, EA A/B Removed culverts shall become the property of the Contractor and be removed from Government Lands. Follow all

Federal, State, and Local laws for disposal.

20304 Removal of Asphalt, SY Follow all Federal, State, and Local laws for disposal.

20401 A/B Road Excavation and Embankment, MI/FT Item includes roadway excavation, compaction, and hauling of waste material and maintaining disposal sites. All excess material shall be hauled to one of the designated disposal areas identified on the Location Map and staked in the field.

20403 Road Excavation and Embankment, CY Item includes roadway excavation, compaction, and hauling of waste material and maintaining disposal sites. All excess material shall be hauled to one of the designated disposal areas identified on the Location Map and staked in the field.

20415 Embankment Construction, CY To be used for shoulder embankment reconstruction. Item includes roadway excavation, compaction, and hauling of waste material and maintaining disposal sites.

20419 A/B Drainage Excavation, CY Upstream Channel and Stream Excavation - See Work Description List for specific locations.

20420 Drainage Excavation, Ditch Construction, LF See Work Description List for location and Plans for details. All excess material to be hauled to designated disposal sites.

20429 Waste, End Haul, CY See Work Description List for locations.

20701 Earthwork Geosynthetics, Woven Geofabric Item used for road embankment stabilization. See Work Description List and Plans for more details.

20901 Structural Excavation, CY Item includes earthwork below, around, and above a 72" HDPE culvert. See Work Description List and Plans.

20902 Structural Backfill, CY Item includes imported and acceptable native material below, around, and above a 72" HDPE culvert. See Work Description List and Plans for more details.

23001 Roadside Brushing, MI A/B//D/E This work consists of cutting and disposal of the existing roadway vegetation on all roads. Clearing limits and requirements as show on the Plans. Item is measured by the mile and accepted quantity includes completion of both sides of the road. Multiple passes may be necessary to ensure the vegetation is cut as specified.

25104 Placed Riprap (Commercial Source), Culvert Inlet and Outlet, CY A/B Class 3 to 5 - Shall be used on locations as noted in Work Description List.

25104 C Placed Riprap (Commercial Source), Fill Shoulder Stabilization, CY

GENERAL NOTES SHEET OF

A/B Class 3 to 5 - Shall be used on locations as noted in Work Description List.

25104 C Placed Riprap (Commercial Source), Fill Shoulder Stabilization, CY Class 7 - Shall be used on locations as noted in Work Description List.

30208 A/B Aggregate Course, Compaction Method 2 (Commercial Source), TON 1 14" minus and 2 12" minus - All aggregate shall be commercial source. Material certification, test reports, and gradation reports shall be submitted to the ER for approval prior to delivery to the project. All work associated with loading, hauling, placing, processing, and compaction are indirect costs.

30315 Road Reconditioning, Compaction Method 2, MI A/B/C This item consists of grading, shaping, and compacting the roadway; grading, cleaning and reshaping all ditches; and cleaning all culvert inlets and outlets. See Road Reconditioning Typical for details.

41801 A Asphalt Concrete Pavement Patching, Skin Patch Hot Mix Asphalt 2", TON This includes material, delivery, labor, and disposal. Labor includes the sweeping and cleaning of the area.

Locations as described in Work Description List.

41801 B Asphalt Concrete Pavement Patching, Full Depth Hot Mix Asphalt Patch 3", TON This includes material, delivery, labor, and disposal. Material includes aggregate base and labor includes saw-cutting and cleaning of area. Locations as described in Work Description List.

60201 18" - 72" Culverts, HDPE, Compaction Method 2, LF A/B/C/D/E This pay item includes delivery, labor, and materials necessary to install the culverts on this project. See Drainage

Construction Typicals for installation details. A copy of the Material Certifications and Delivery Invoice shall be submitted to the CO. New culverts on live stream shall match the grade and skew of the stream.

All culvert installations shall comply with the WDFW MOU.

60206 Flume Downdrain 18"- 48" HDPE, LF A/B/C/D This item to be installed per manufacturers specifications at locations as noted in Work Description List.

60710 Cleaning Culvert In Place, EA This work consists of re-establishing the original culvert and culvert catch basin dimensions and cleaning debris out of the culvert. See the Drainage Construction Typical for catch basin details

62501 Seed and Mulch Seeding (C-1), dry method - This work consists of seeding and mulching all constructed fill slopes, cut slopes, and all disturbed soil areas beyond the traveled way, all disturbed soil areas for culvert installations, and disposal areas. See Supplemental Project Specifications for seed and mulch (weed free straw) requirements, application, and timing.

Submittals and materials certifications required.

Disposal Areas The Contractor is responsible for maintaining designated disposal areas. Suitable material shall be stockpiled separately from waste material. Waste material shall be defined as, but not limited to, material containing vegetation, roots, stumps, muck, or shale. The Contractor shall shape all disposal areas to drain, wheel compact, and seed mounds of "unsuitable material". Maintaining disposal areas is incidental to any pay items requiring end haul.

All excavated material that is not used in reconstruction, shall be hauled, placed, and compacted in a nearby location (within 1,000') as approved by the CO, but other locations may be used with CO approval.

All Commercial Source Aggregates All commercial material must be approved as a weed free source. Allow 14 days for approval.

GENERAL NOTES

(continued)

SHEET OF

SHEET OF

7 61

41 41

-0

-0

TOTAL

ML4 ML3 ML2 ML1

15101 MOBILIZATION (INCLUDES CLEANING OF EQUIPMENT,

SIGNING, TRAFFIC CONTROL, SANITATION)

ALL 1

20101 CLEARING AND GRUBBING, DISPOSAL METHOD F SY 80 359 2356 418 3213

20103A ROADWAY CLEARING AND GRUBBING, DISPOSAL METHOD F

- NORMAL

MI 0 0 1.9 0 1.9

20103B ROADWAY CLEARING AND GRUBBING, DISPOSAL METHOD F

- HEAVY

MI 0 0 0.5 0 0.5

20301A REMOVAL OF EXISTING CULVERT, DISPOSAL A EA 0 4 16 0 20

20301B REMOVAL OF EXISTING CULVERT, DISPOSAL METHOD A

(Large Culverts)

EA 0 0 2 0 2

* 20304 REMOVAL OF ASPHALT, DISPOSAL METHOD A SY 320 0 0 0 320

20401A ROADWAY EXCAVATION AND EMBANKMENT,

COMPACTION METHOD 2, TOLERANCE CLASS C

MI 0 0.03 0.15 0 0.18

20401B ROADWAY EXCAVATION AND EMBANKMENT,

COMPACTION METHOD 3, TOLERANCE CLASS C

FT 0 0 150 0 150

20403 ROADWAY EXCAVATION AND EMBANKMENT,

COMPACTION METHOD 3, TOLERANCE CLASS C

CY 15 75 1980 630 2700

20415 EMBANKMENT CONSTRUCTION, COMPACTION METHOD 6,

TOLERANCE CLASS B

CY 30 25 823 191 1069

20419A DRAINAGE EXCAVATION, UPSTREAM CHANNEL, TOLERANCE

CLASS C

CY 0 0 25 0 25

20419B DRAINAGE EXCAVATION, STREAM EXCAVATION,

TOLERANCE CLASS C

CY 0 0 150 0 150

20420 DRAINAGE EXCAVATION, DITCH CONSTRUCTION,

TOLERANCE CLASS B

LF 160 30 850 580 1620

20429 WASTE, END HAUL CY 0 0 200 0 200

20701 EARTHWORK GEOSYNTHETICS, GEOGRID TYPE 1 SY 0 0 200 0 200

* 20901 STRUCTURE EXCAVATION, CY 0 0 600 0 600

* 20902 STRUCTURAL BACKFILL CY 0 0 225 0 225

23001A ROADSIDE BRUSHING, Normal MI 1.9 0 0 0 1.9

23001B ROADSIDE BRUSHING, Moderate MI 0 4.4 0 0 4.4

23001C ROADSIDE BRUSHING, Heavy MI 0 0 0.7 1.02 1.72

23001D ROADSIDE BRUSHING, Moderately Heavy MI 0 0 1.36 0 1.36

23001E ROADSIDE BRUSHING, Extra Heavy MI 0 0 0.5 0 0.5

25104A KEYED RIPRAP, CLASS 3 (COMMERCIAL SOURCE) FOR

CULVERT INLETS & OUTLETS

CY 0 20 33 0 53

25104B KEYED RIPRAP, CLASS 5 (COMMERCIAL SOURCE) FOR

CULVERT INLETS & OUTLETS

CY 0 63 225 0 288

DC GREEN GROUSE STEWARDSHIP

COMMON TO ALL ROADS

PAY ITEM DESCRIPTION OF WORK UNIT

ROAD NUMBER

SUMMARY OF QUANTITIES

(FOR EACH SPECIFIED ROAD)

8 61

41 41

-0

-0

TOTAL

ML4 ML3 ML2/1 ML1

25104C KEYED RIPRAP, CLASS 7 (COMMERCIAL SOURCE) FOR FILL

SHOULDER STABILIZATION

CY 0 0 130 0 130

* 30208A

AGGREGATE SURFACE COURSE, GRADING EQUAL TO

WSDOT MIX 1-1/4" MINUS, COMPACTION METHOD 2

(COMMERCIAL SOURCE)

TON 197 5817 150 0 6164

* 30208B AGGREGATE SURFACE COURSE, GRADING 2-1/2" MINUS,

COMPACTION METHOD 2 (COMMERCIAL SOURCE)

TON 0 185 6005 749 6939

30315A ROAD RECONDITIONING, COMPACTION METHOD 2 -

NORMAL

MI 0 4.4 0 0 4.4

30315B ROAD RECONDITIONING, COMPACTION METHOD 2 -

ASPHALT

MI 1.9 0 0 0 1.9

30315C ROAD RECONDITIONING, COMPACTION METHOD 2 - HEAVY MI 0 0 2.41 1.02 3.43

41801A ASPHALT CONCRETE PAVEMENT PATCHING, SKIN PATCH

HOT ASPHALT

TON 424.45 0 0 0 424.45

41801B ASPHALT CONCRETE PAVEMENT PATCHING, FULL DEPTH

PATCH HOT ASPHALT

TON 54.99 0 0 0 54.99

60201A

18-INCH HIGH DENSITY POLYETHYLNE PIPE WITH SMOOTH

INTERIOR AND ANNULAR EXTERIOR, COMPACTION

METHOD 2

LF 0 40 650 30 720

60201B

24-INCH HIGH DENSITY POLYETHYLNE PIPE WITH SMOOTH

INTERIOR AND ANNULAR EXTERIOR, COMPACTION

METHOD 2

LF 0 180 600 0 780

60201C

36-INCH HIGH DENSITY POLYETHYLNE PIPE WITH SMOOTH

INTERIOR AND ANNULAR EXTERIOR, COMPACTION

METHOD 2

LF 0 165 0 0 165

60201D

48-INCH HIGH DENSITY POLYETHYLNE PIPE WITH SMOOTH

INTERIOR AND ANNULAR EXTERIOR, COMPACTION

METHOD 2

LF 0 0 120 0 120

60201E

72-INCH HIGH DENSITY POLYETHYLNE PIPE WITH SMOOTH

INTERIOR AND ANNULAR EXTERIOR, COMPACTION

METHOD 2

LF 0 0 70 0 70

60206A FLUME DOWNDRAIN, 18-INCH HIGH DENSITY POLYETHYLNE

PIPE

LF 0 0 20 0 20

60206B FLUME DOWNDRAIN, 24-INCH HIGH DENSITY POLYETHYLNE

PIPE

LF 0 20 40 0 60

60206C FLUME DOWNDRAIN, 36-INCH HIGH DENSITY POLYETHYLNE

PIPE

LF 0 20 0 0 20

60206D FLUME DOWNDRAIN, 48-INCH HIGH DENSITY POLYETHYLNE

PIPE

LF 0 0 20 0 20

60710 RECONDITION DRAINAGE STRUCTURE, CULVERT EA 0 0 0 5 5

62501 TURF ESTABLISHMENT, DRY METHOD SY 40 867 3747 455 5109

* Denotes a Contract Quantity

DESCRIPTION OF WORK UNIT

ROAD NUMBER

DC GREEN GROUSE STEWARDSHIP

SUMMARY OF QUANTITIES

(FOR EACH SPECIFIED ROAD)

PAY ITEM

DC GREEN GROUSE STEWARDSHIP SHEET OF

WORK DESCRIPTION LIST 9 61

ROAD 41 - MP 0.00 to 1.90

Mile Post Item Description Units Estimated Quantity

0.000

0.00 to1.90 30315B Begin Road Reconditioning - Asphalt Road MI 1.90

0.032 to

1.90 23001A Begin Roadside Brushing MI 1.90

0.00 to 1.84 30208A Place 1-1/4" minus crushed aggregate surfacing (For base in ashalt patching) TON 80

0.024 Jct. with Private Road 278 - left

0.026 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (8ft.x5ft.) - Remove loose material. Place and Compact Aggregate. TON 1.0

0.034 Jct. with Private Road 279 - left

0.035 Jct. with Private Road - left

0.062 Jct. with Private Road - left

0.075 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch - Remove loose material. Place and Compact Aggregate. TON 2

41801A Skin Patch Hot Asphalt Concrete Mixture (3'x306'x2") TON 11.5

0.089 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch - Remove loose material. Place and Compact Aggregate. TON 3.5

41801A Skin Patch Hot Asphalt Concrete Mixture (65'x16'x2") TON 13

0.090 FS Information Sign

0.090 Existing Turn Out

0.110 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (13ft.x12ft. and 12ft.x35ft) - Remove loose material. Place and Compact Aggregate. TON 3.8

0.157 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (28ft.x8ft.) - Remove loose material. Place and Compact Aggregate. 6.0

0.183 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch - Remove loose material. Place and Compact Aggregate. 2

41801A Skin Patch Hot Asphalt Concrete Mixture (41'x16'x2") 8.2

Starts at the Mountain Loop Hwy Begin Specified Road Work for Road 41

WORK DESCRIPTION LIST 10 61

ROAD 41 - MP 0.00 to 1.90

Mile Post Item Description Units Estimated Quantity

0.211 Existing 30' Turn Out -Expand to Standard Size

20403 Construct TurnOut CY 10 20101 Clear and Grub SY 80

30208A Place 1-1/4" minus crushed aggregate surfacing TON 15 62501 Seed and mulch SY 40

0.259 41801B

Hot Asphalt Concrete Mixture - Pot Hole Patch (5ft.x5ft.) - Remove loose material. Compact base. Place new base if needed for compaction TON 0.62

0.291 Junction with road on right - Gate

0.297 41801A Skin Patch Hot Asphalt Concrete Mixture (30'x16'x2") TON 12

0.302 Junction with road 12733 - right (signed)

0.323 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (8ft.x6ft.)- Remove loose material. Place and Compact Aggregate. 1.2

0.355 Existing Turn Out

30208A Place 1-1/4" minus crushed aggregate surfacing TON 20

0.417 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (9ft.x5ft)- Remove loose material. Place and Compact Aggregate. TON 1.44

0.433 30208A Place 1-1/4" minus crushed aggregate surfacing (Spot rock shoulder on right) TON 7

0.481 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (11.5ft.x5ft.)- Remove loose material. Place and Compact Aggregate. TON 1.4

0.483 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (9ft.x5ft.)- Remove loose material. Place and Compact Aggregate. TON 1.44

0.523 41801A Skin Patch Hot Asphalt Concrete Mixture (100'x3') TON 4

Road Work for Road 41 Continued

WORK DESCRIPTION LIST 11 61

ROAD 41 - MP 0.00 to 1.90

Mile Post Item Description Units Estimated Quantity

0.542 Junction with road 13031 - right (signed)

0.629 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (12ft.x8ft.) - Remove loose material. Place and Compact Aggregate. TON 2.4

0.630 Existing TurnOut - Right

30208A Place 1-1/4" minus crushed aggregate surfacing TON 15

0.630 Junction with road - right

0.631 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (24ft.x12ft.)- Remove loose material. Place and Compact Aggregate. TON 7

41801A Skin Patch Hot Asphalt Concrete Mixture (Shoulder Repair) TON 7

0.645 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (1ft.x1ft.) - Remove loose material. Place and Compact Aggregate. TON 0.1

0.648 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (3ft.x5ft.) - Remove loose material. Place and Compact Aggregate. TON 0.35

0.652 41801A Skin Patch Hot Asphalt Concrete Mixture 7

0.704 Existing Turn Out

0.746 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (11ft.x4ft.) - Remove loose material. Place and Compact Aggregate. TON 1.1

0.837 41801A Skin Patch Hot Asphalt Concrete Mixture (383'x16'x2") TON 77

0.854 Existing Culvert

0.910 End of Asphalt Skin Patch

WORK DESCRIPTION LIST 12 61

ROAD 41 - MP 0.00 to 1.90

Mile Post Item Description Units Estimated Quantity

0.916 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (6ft.x7ft.) - Remove loose material. Place and Compact Aggregate. TON 0.4

0.924 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (7ft.x4ft.) - Remove loose material. Place and Compact Aggregate. TON 0.2

0.933 41801A Skin Patch Hot Asphalt Concrete Mixture (610'x16'x2") TON 122

0.984 Existing 18" CMP

1.049 End of Asphalt Skin Patch

1.060 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (12ft.x39ft.)- Remove loose material. Place and Compact Aggregate. TON 11.7

1.080 41801A Skin Patch Hot Asphalt Concrete Mixture (16'x320'x2") TON 64

1.123 Existing 18" x 30' CMP

1.140 End of Asphalt Skin Patch

1.169 41801A Skin Patch Hot Asphalt Concrete Mixture (16'x495'x2") TON 99

1.263 End of Asphalt Skin Patch

1.419 Existing 18" x 40' CMP

WORK DESCRIPTION LIST 13 61

ROAD 41 - MP 0.00 to 1.90

Mile Post Item Description Units Estimated Quantity

1.512 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (3ft.x3ft.) - Remove loose material. Place and Compact Aggregate. TON 0.22

1.532 Repair Shoulder Embankment

20304 Cut out and Remove Existing Asphalt. (Dispose legally off Forest Lands) SY 200

20415 Repair Embankment. 4'depth by 25' CY 30 30208A Place 1-1/4" minus crushed aggregate surfacing TON 10

41801B Hot Asphalt Concrete Mixture - Pot Hole Patch 25'x8' - Remove loose material. Compact base. Place new base if needed for compaction TON 6

1.580 Junction with Private Road - Left

1.598 41801B Hot Asphalt Concrete Mixture - Pot Hole Patch (5ft.x9ft.) - Remove loose material. Place and Compact Aggregate. TON 1.12

1.600 Existing Turn Out

30208A Place 1-1/4" minus crushed aggregate surfacing TON 15

1.709 Junction with private road. Gate

1.828 Reconstruct Inside of Road Curve onto FSR 4110

20403 Construct Inside of Road Curve (Outslope for drainage) CY 5 20304 Cut out and Remove Existing Asphalt. (Dispose of off forest) SY 120

30208A Place 1-1/4" minus crushed aggregate surfacing TON 35

1.840 Junction with FSR 4110 - Right

1.840 End of Haul Route

1.84 to 1.87 Past Junction with FSR 4110 20420 Construct ditch 160

1.900 End Roadside Brushing

End Road Reconditioning End of Road Work

WORK DESCRIPTION LIST 14 61

ROAD 4110 - MP 0.00 to 4.40

Mile Post Item Description Units Estimated (Station) Quantity

0.000

0.00 to 5.35 23001B Begin Roadside Brushing MI 4.40 30315A Begin Road Reconditioning - Normal MI 4.40

0.0 to 3.35 30208A Place 1-1/4" minus crushed aggregate 4" depth (Includes curve widening) TON 5,500

0.050 30208A Place 1-1/4" minus crushed aggregate surfacing (Potholes) TON 15

0.110 30208A Place 1-1/4" minus crushed aggregate surfacing (Potholes) TON 20

0.110 Existing 18" x 40' CMP

0.250 Live Stream - Existing 36" x 45' CMP

0.267 Existing 24" x 45' CMP

0.319 Live Stream - Existing 30" CMP

20301A Removal of Existing 30" Culvert EA 1 60201C Install 36" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

0.340 60201A Install 18" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 5 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

0.376 Live Stream - Existing 24" CMP

0.390 Live Stream - Existing 24" CMP

0.415 60201B Install 24" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

Begin Specified Road Work for Road 4110 Starts at 1.84 MP on Road 41

WORK DESCRIPTION LIST 15 61

ROAD 4110 - MP 0.00 to 4.40

Mile Post Item Description Units Estimated (Station) Quantity

0.416 Slump

0.416 20415 Reconstruct Shoulder (10' x 15' x 4') - Use Borrow from Earthen Barrier at Station 0.417 (Temp. Road T-2) CY 25

30208B Place 2-1/2" minus crushed aggregate base TON 6 62501 Seed and mulch SY 7

0.417 Jct. with Decommissioned Road 4110-011; Temp 2 - Right

0.427 Jct. with Temp road 1 - Left

0.550 20301A Removal of Existing Culvert 1 60201C Install 36" HDPE Culvert, 45' long LF 45 30208B Place 2-1/2" minus crushed aggregate base TON 9 25104A Riprap Headwall - Class 3 CY 4 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

0.623 60201B Install 24" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

0.660 Existing 24" x 45' CMP

0.710 20403 Expand Existing TurnOut - (30' with 25' tappers - 80ft total length) CY 10 30208A Place 1-1/4" minus crushed aggregate surfacing TON 12 62501 Seed and mulch SY 25

0.713 Existing 24" x 45' CMP

0.740 20301A Removal of Existing CMP EA 1 60201C Install 36" HDPE Culvert, 50' long LF 50 30208B Place 2-1/2" minus crushed aggregate base TON 10 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

Road Work for Road 4110 Continued

WORK DESCRIPTION LIST 16 61

ROAD 4110 - MP 0.00 to 4.40

Mile Post Item Description Units Estimated (Station) Quantity

0.790 Existing CMP

20403 Remove Boulder 2

0.820 Existing CMP

0.916 Existing 18" x 45' CMP

1.010 Junction with Temp Road T5 and T6 - Left

Installation of 18"x50' Culvert at 0+30 on T-5 (Part of temp. road cost)

1.027 20301A Removal of Existing CMP EA 1 60201B Install 24" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104A Riprap Headwall - Class 3 CY 4 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

1.070 Existing 30" CMP

1.080 Junction with Road 4110-014 - Right

1.080 Existing 24" x 45' CMP

1.163 20403 Construct TurnOut CY 10 30208B Place 2-1/2" minus crushed aggregate base TON 24 30208A Place 1-1/4" minus crushed aggregate surfacing TON 16 20101 Clear and Grub SY 83 62501 Seed and mulch SY 40

1.263 Existing 18" x 45' CMP

1.41 to 1.44 20401A Reconstruct Road Prism to a 25' road surface width (Width Includes Construction of Turn Out) MI 0.03

30208B Place 2-1/2" minus crushed aggregate base TON 24 30208A Place 1-1/4" minus crushed aggregate surfacing TON 16 62501 Seed and mulch SY 50

WORK DESCRIPTION LIST 17 61

ROAD 4110 - MP 0.00 to 4.40

Mile Post Item Description Units Estimated (Station) Quantity

1.430 Existing 48" CMP

1.450 Junction with Road 4110-016 - Right

1.500 Existing 18" CMP

1.642 60201C Install 36" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 6 25104A Riprap Headwall - Class 3 CY 4 25104B Riprap Apron - Class 5 CY 5 60206C Down Spout - single bore HDPE 36" x 20' LF 20 62501 Seed and mulch SY 70

1.650 Turnout

30208A Place 1-1/4" minus crushed aggregate surfacing TON 10

1.690 Existing 24" CMP

1.753 Junction with Road 4110-018 - Right

1.753 Existing 24" x 45' CMP - Across Road 4110-018

1.753 End of Maintenance Level 3 / Start Level 2

1.800 Existing 18" x 40' CMP

1.820 Junction with Route 4111-000 - Right

1.820 Switch Back - Curve to the Left

1.930 Existing 24" x 40' CMP

1.950 20420 Construct ditch - 30' LF 30

1.960 60201B Install 24" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 6 25104A Riprap Headwall - Class 3 CY 4 25104B Riprap Apron - Class 5 CY 5

WORK DESCRIPTION LIST 18 61

ROAD 4110 - MP 0.00 to 4.40

2.007 60201B Install 24" HDPE Culvert, 30' long LF 30 60206B Down Spout - 24" x 20 HDPE LF 20 30208B Place 2-1/2" minus crushed aggregate base TON 6 25104A Riprap Headwall - Class 3 CY 4 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

2.010 Junction with Temp Road 4110-T7 - Right

2.060 Existing CMP

2.200 Existing 48" x 40' CMP

2.200 Existing 24" x 40' CMP

2.230 Turn Out - Left

20403 Reconstruct Existing TurnOut (50' with 25' tappers) CY 10

30208B Place 2-1/2" minus crushed aggregate base TON 10 30208A Place 1-1/4" minus crushed aggregate surfacing TON 16 20101 Clear and Grub SY 40 62501 Seed and mulch SY 10

2.370 Existing 36" x 40' CMP

2.375 Existing 24" x 40' CMP

2.460 Existing 18" x 40' CMP

2.480 Existing 24" CMP

2.540 Turn Out - Left

20403 Construct Existing TurnOut (50' with 25' tappers) CY 10

30208B Place 2-1/2" minus crushed aggregate base TON 10 30208A Place 1-1/4" minus crushed aggregate surfacing TON 16 20101 Clear and Grub SY 40 62501 Seed and mulch SY 10

2.560 Existing 18" x 40' CMP

2.600 Existing 18" x 40' CMP

2.660 Junction with Temp Road 4110-T8 - Right

WORK DESCRIPTION LIST 19 61

ROAD 4110 - MP 0.00 to 4.40

2.800 Existing 18" x 40' CMP

2.960 Existing 24" x 40' CMP

2.960 Repair road shoulder (part of road reconditioning)

25104B Place Riprap Apron, Class 5 (Outlet) CY 15 30208B Place 2-1/2" minus crushed aggregate base TON 25

3.230 Junction with Rock Pit - Left (Road 020 spur)

3.350 End Aggregate Surfacing - 4" compacted depth

3.35 to 4.40 30208A Place 1-1/4" minus crushed aggregate 4" depth - Spot Rock - Locations will be approved by the Forest Service. TON 150

3.660 Switchback Curve - Left (Road Spurs on Right)

30208A Place 1-1/4" minus crushed aggregate surfacing - Place on spur to use as a TurnAround TON 10

20403 Reconstruct Corner of switchback & Remove Berm CY 30 Recondition ditch down to existing culvert (Part of recondition)

30208A Place 1-1/4" minus crushed aggregate surfacing TON 20 20101 Clear and Grub SY 156

3.950 Existing 18" x 40' CMP

4.070 Existing CMP

4.250 Junction with Road 4110-024 - Right

4.300 Existing Turn Out - Left

20403 Construct Existing TurnOut CY 3

30208B Place 2-1/2" minus crushed aggregate base TON 12 30208A Place 1-1/4" minus crushed aggregate surfacing TON 16 20101 Clear and Grub SY 40 62501 Seed and mulch SY 25

4.40 End Roadside Brushing

End Road Reconditioning

WORK DESCRIPTION LIST 20 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated (Station) Quantity (0+00) (0+00)

(0+00 to 37+17) 23001C Begin Roadside Brushing MI 0.7

0+00 to 127+20) 30315C Begin Road Reconditioning MI 2.41

(0+00 to 127+20) 30208B

Place 2-1/2" minus crushed aggregate (4" depth) (Includes curve widening) TON 3780

Existing 18" CMP

(3+70) 20403 Construct TurnOut - Right CY 10 30208B Place 2-1/2" minus crushed aggregate TON 40 20101 Clear and Grub SY 83 62501 Seed and mulch SY 40

(4+00 to 6+50) 20420 Construct Ditch -Right LF 250

(8+45) Jct. with Road 4110-015 - Right (Gate)

(8+45 to 108+95) 20103A Begin Roadway Clearing MI 1.90

(8+55) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(9+71) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(9+71) 60201A Install 18" HDPE Culvert, 25' long LF 25 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron & Headwall - Class 5 CY 5 62501 Seed and mulch SY 70

Starts off of Road 4110 at 1.08 MP Begin Specified Road Work for Rd 4100-014

WORK DESCRIPTION LIST 21 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(10+72) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 8

(12+70) 20403 Construct Truck TurnAround - Right CY 10 30208B Place 2-1/2" minus crushed aggregate TON 30 20101 Clear and Grub SY 50 62501 Seed and mulch SY 25

(14+05 to 15+05) 20401B Reconstruct Road Prism (With suitable backfill - approx. 50 CY) FT 100

30208B Place 2-1/2" minus crushed aggregate base TON 80

(14+58) 60201D Install 48" HDPE Culvert, 60' long LF 60 20301A Removal of Existing CMP, Disposal A EA 1

20419A Excavate Culvert Inlet Basin - Haul unsuitable material to waste site (Use suitable material to build up road) CY 5

25104A Riprap Headwall - Class 3 riprap for ditchdam and headwall CY 4 25104B Riprap Apron - Class 5 for splashpad CY 15 62501 Seed and mulch SY 140

(16+33) 20403 Construct TurnOut - Right CY 15 30208B Place 2-1/2" minus crushed aggregate TON 40 20101 Clear and Grub SY 83 62501 Seed and mulch SY 40

(21+48) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4 60201A Install 18" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 for splashpad CY 3 62501 Seed and mulch SY 70

21+50 30208B Place 2-1/2" minus crushed aggregate - for road grade TON 34

Road Work for Road 4110-014 Continued

WORK DESCRIPTION LIST 22 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(24+51) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4 20301A Removal of Existing 18" CMP, Disposal A EA 1 60201A Install 18" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(27+05) 20403 Construct TurnOut - Right CY 20 30208B Place 2-1/2" minus crushed aggregate surfacing TON 100 20101 Clear and Grub SY 83 62501 Seed and mulch SY 40

(29+44) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4 60201A Install 18" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(29+45 to 30+48) 20420 Construct Ditch - 103' LF 103

(30+99) 60201B Install 24" HDPE Culvet, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(32+31) 60201B Install 24" HDPE Culvert, 40' long LF 40 20301A Removal of Existing 18" CMP, Disposal A EA 1 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 3

WORK DESCRIPTION LIST 23 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(32+45) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(33+06) 20403 Construct TurnAround & TurnOut - Right CY 15 30208B Place 2-1/2" minus crushed aggregate TON 59 20101 Clear and Grub SY 113 62501 Seed and mulch SY 45

(34+88) 60201B Install 24" HDPE Culvert, 40' long LF 40

20301A Removal of Existing 18" CMP, Disposal A (Dispose off National Forest Lands) EA 1

30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(36+12) Existing 18" CMP - Live Stream Existing waterbar, remove during grading, replace during post haul

30208B Place 2-1/2" minus crushed aggregate base TON 4

(37+17) Jct. with Temp Road T-1 - Right

(37+17 to 108+95) 23001D Begin Roadside Brushing MI 1.36

(38+99) 60201A Install 18" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 5 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(40+75) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(40+75) Existing CMP

(43+84 to 44+46) 20420 Construct Ditch Right - 62' LF 62

WORK DESCRIPTION LIST 24 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(43+84) 60201A Install 18" HDPE Culvert, 50' long LF 50 30208B Place 2-1/2" minus crushed aggregate base TON 6 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(44+30) Disposal Site

(44+46) End Ditch Reconstruct

(44+84) 60201A Install 18" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(45+20) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(45+40) 20301A Removal of Existing 18" Culvert, Disposal A EA 1 60201B Install 24" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 8 62501 Seed and mulch SY 70

(48+07) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(48+28) Existing 60" CMP

(48+49) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

WORK DESCRIPTION LIST 25 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(50+70) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4 60201A Install 18" HDPE, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(52+61) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(52+61) Existing 18" CMP 25104B Riprap Apron for existing CMP - Class 5 CY 5

(53+87) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4 60201B Install 24" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 4 62501 Seed and mulch SY 70

(55+30) Junction with Temp road T-2 - Right

(56+70) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(56+96) 20301A Removal of Existing CMP, Disposal A EA 1 60201B Install 24" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104A Riprap Headwall - Class 3 CY 4 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

(58+62) 60201B Install 24" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 6 25104B Riprap Apron - Class 5 CY 3

WORK DESCRIPTION LIST 26 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(59+15) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(59+15) 20301A Removal of Existing CMP, Disposal A EA 1 60201B Install 24" HDPE Culvert, 35' long LF 35 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(59+15 to 60+15) 20420 Construct Ditch 100' LF 100

(60+06) 20403 Construct TurnOut & TurnAround - Right CY 65 30208B Place 2-1/2" minus crushed aggregate TON 60 20101 Clear and Grub SY 113 62501 Seed and mulch SY 45

(60+97) 30208B Place 2-1/2" minus crushed aggregate base TON 4

(60+97) 20301A Removal of Two Existing CMP's, Disposal A EA 2 60201A Install 18" HDPE Culvert, 35' long LF 35 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(63+47) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(63+47) 20301A Removal of Existing CMP, Disposal A EA 1 60201A Install 18" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 5 25104B Riprap Apron - Class 5 CY 3

WORK DESCRIPTION LIST 27 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(64+97) Existing waterbar, remove during grading 30208B Place 2-1/2" minus crushed aggregate base TON 4

(64+97) Stream (Small) 60201B Install 24" HDPE Culvert, 30' long (Ref. to Drawings) LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 6 25104A Riprap Headwall - Class 3 CY 4 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

(66+18) 20301A Removal of Existing CMP, Disposal A EA 1 60201B Install 24" HDPE Culvert, 40' long LF 40 30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(66+94) Junction with Temp road T-4 - Left

(67+80) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(67+85) 60201B Install 24" HDPE Culvert, 40' long (location to be approved by the Forest Service-accomdate water diverted from temp road T4) LF 40

30208B Place 2-1/2" minus crushed aggregate base TON 8 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

(68+14) Existing CMP (large catch basin)

(71+16) Existing 18" CMP

(72+33) 20403 Construct TurnOut - Right CY 15 30208B Place 2-1/2" minus crushed aggregate TON 40 20101 Clear and Grub SY 83 62501 Seed and mulch SY 40

(74+19) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

WORK DESCRIPTION LIST 28 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(74+55) Existing CMP

(76+45) Stream - water flowing across road- divert into new HDPE at 76+69

(76+69) 60201A Install 18" HDPE Culvert, 30' long (Ref. to Drawings) LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(77+00) Junction with Temp Road T-5 - Left

(77+50) 60201A Install 18" HDPE Culvert, 30' long, (Place upslope side of Temp Road T- 5; Place across Route 4110-014) LF 30

30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(79+33) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(80+59) 20403

Construct Lowboy TurnAround - (cut embankment, use to construct 8ft fill embankment on right) (Borrow may also come from road realignment for Bridge approaches at station 83+20 CY 350

20101 Clear and Grub SY 250 30208B Place 2-1/2" minus crushed aggregate TON 140 25104B Riprap Apron - Class 5 CY 20 62501 Seed and mulch SY 57

WORK DESCRIPTION LIST 29 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(83+20 to 83+82) Partial Road Wash Out on Each Side of Drainage

20403 Regrade roadway including curve widening. Use borrow material for Road Washout Repair at this Location and End Haul Excess to Lowboy TurnAround at 80+59 - Haul, Place, Compact Borrow CY 875

(83+55) 20301B Removal of Existing CMP EA 1 20419B Drainage Excavation - Stream Excavation CY 150 20429 Waste - End Haul CY 200 20901 Structure Excavation CY 600 20902 Structural Backfill - Place 1-1/4" minus crushed aggregate CY 225

30208A Place 1-1/4" minus crushed aggregate TON 150 60201E Install 72" HDPE, 70' long LF 70 25104B Riprap Headwall - Class 5 CY 5 25104C Riprap Apron - Class 7 CY 20 62501 Seed and mulch (both sides of drainage) SY 150

(84+74) 20420 Construct Ditch - 100' LF 100

(85+74) End Ditch Construction

(86+03) 20403 Construct TurnOut - Right CY 15 30208B Place 2-1/2" minus crushed aggregate surfacing TON 40 20101 Clear and Grub SY 83 62501 Seed and mulch SY 40

(87+25) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base (16' x 5' x 1'd) TON 4

(87+25) 60201A Install 18" HDPE, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 5

WORK DESCRIPTION LIST 30 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(87+25 to 87+65) 20415 Reconstruct Shoulder - (2' x 3' x 40') CY 15

30208B Place 2-1/2" minus crushed aggregate base TON 15 62501 Seed and mulch SY 40

(88+85) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base TON 4

(88+85) 20301A Removal of Existing CMP, Disposal A EA 1 60201A Install 18" HDPE Culvert, 40' long LF 40 60206A Down Spout - single bore HDPE 18" x 20' LF 20 30208B Place 2-1/2" minus crushed aggregate base TON 5 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(92+36) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate base (16' x 5' x 1'd) TON 4

(92+40) Existing 24" CMP - Live Stream 30208B Place 2-1/2" minus crushed aggregate base TON 4

(94+98) 20403 Construct TurnAround & TurnOut - Right TON 10 20101 Clear and Grub SY 113

30208B Place 2-1/2" minus crushed aggregate TON 60 62501 Seed and mulch SY 45

(96+03) Existing CMP

(97+20) Existing waterbar, remove during grading 30208B Place 2-1/2" minus crushed aggregate base (16' x 5' x 1'd) TON 4

(97+25) Existing 42" CMP

WORK DESCRIPTION LIST 31 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(99+51) Existing waterbar, remove during grading 30208B Place 2-1/2" minus crushed aggregate base TON 4

(99+51) Existing 18" Buried CMP 20301A Removal of Existing 18" CMP, Disposal A EA 1 60201A Install 18" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104B Riprap Apron - Class 5 CY 3 62501 Seed and mulch SY 70

(100+29) Junction with Temp Road T-6 - Right

(100+80) Existing Holes in Road Prism 20403 Scarify Road Prism 100' - Shape and Compact CY 15

30208B Place 2-1/2" minus crushed aggregate (100' x 16' x 3") TON 30

(103+18) Existing waterbar, remove during grading 30208B Place 2-1/2" minus crushed aggregate base (16' x 5' x 1'd) TON 4

(103+24) Existing 18" CMP

(104+91) 20403 Construct TurnOut - Right CY 10 30208B Place 2-1/2" minus crushed aggregate surfacing TON 40 20101 Clear and Grub SY 83 62501 Seed and mulch SY 40

(105+93) Existing 18" CMP

(108+95) 20103B Begin Heavy Roadway Clearing MI 0.50 23001E Begin Roadside Brushing MI 0.50

(109+25) Existing waterbar, remove during grading, replace during post haul 30208B Place 2-1/2" minus crushed aggregate surfacing (16' x 5' x 1'd) TON 4

(109+35) Existing 18" CMP (water flow) - Recondition Drainage to Divert Water into CMP

(110+46) 20403 Construct TurnOut - Right CY 5 30208B Place 2-1/2" minus crushed aggregate surfacing TON 40 20101 Clear and Grub SY 83 62501 Seed and mulch SY 40

WORK DESCRIPTION LIST 32 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(111+25 to 111+75) 20415 Reconstruct Shoulder (3' x 4' x 50') (Borrow Local Source) CY 23

20101 Clear and Grub SY 50 30208B Place 2-1/2" minus crushed aggregate base TON 15 62501 Seed and mulch SY 35

(112+80 to 113+10) Washout

(112+60 to 113+45) 20415

Realign & Construct Road Prism - Shift road into embankment, use material to repair slump - Haul, Place and Compact Borrow CY 400

20101 Clear and Grub (for access to borrow) SY 250 30208B Place 2-1/2" minus crushed aggregate base TON 90

(113+00) 60201D Install 48" HDPE Culvert, 60' long LF 60 60206D Install & anchor 20' chute pipe LF 20 20419A Excavate Culvert Inlet Basin CY 10 25104B Riprap Headwall - Class 5 CY 10 25104C Riprap Apron - Class 7 CY 20 62501 Seed and mulch SY 100

(113+45 to 115+50) 20420 Construct Ditch - 205' LF 205

(113+45 to 113+75) Washout (Slump)

20415 Realign and Construct Road Prism - Shift road 5ft into embankment, use material to repair slump - haul, place and compact borrow CY 30

30208B Place 2-1/2" minus crushed aggregate base TON 25 20101 Clear and Grub SY 50

25104B Riprap - Class 5 - Key in with geogrid CY 10 20701 Geogrid Type 1 SY 25 62501 Seed and mulch SY 50

(114+10) Existing 36" CMP (Clean out inlet-under reconditioning)

(114+57) Washout (Slump)

20415 Realign & Construct Road Prism - Shift road into embankment, use material to repair slump - Haul, Place and Compact Borrow CY 45

30208B Place 2-1/2" minus crushed aggregate base TON 25 20101 Clear and Grub SY 50

25104B Riprap - Class 5 CY 16 62501 Seed and mulch SY 50

WORK DESCRIPTION LIST 33 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(115+53) 60201B Install 24" HDPE Culvert, 25' long LF 25 30208B Place 2-1/2" minus crushed aggregate base TON 5 25104B Riprap Apron - key in - Class 5 CY 5 62501 Seed and mulch SY 70

(116+15) Washout

20415 Realign & Construct Road Prism - Shift road into embankment, use material to repair slump - Haul, Place and Compact Borrow CY 30

30208B Place 2-1/2" minus crushed aggregate base TON 20 20101 Clear and Grub SY 30 62501 Seed and mulch SY 50

(116+82) Washout (Slump) 20ft wide

20415 Realign & Construct Road Prism - Shift road 6' into embankment, use borrow to repair slump - Haul, Place and Compact Borrow CY 70

20101 Clear and Grub SY 50 30208B Place 2-1/2" minus crushed aggregate base TON 32 25104B Riprap - Class 5 CY 15 62501 Seed and mulch SY 50

(117+08 to 117+24) Culvert Washed Out (117+13) 60201B Install 24" HDPE Culvert, 60' long LF 60

60206B Install & anchor 20' Single Wall Corregated (down spout) LF 20 20301B Removal Existing CMP, Disposal A EA 1 30208B Place 2-1/2" minus crushed aggregate base TON 50 20419A Excavate Culvert Inlet Basin CY 10 20403 Construct Road Prism CY 150

25104A Riprap Headwall - Class 3 - for ditchdam and headwall CY 2 25104B Riprap Headwall - Class 5 - for splash pad CY 2 25104C Construct Class 7 Riprap Embankment with geogrid on 3' spacing CY 90 20701 Geogrid Type 1 SY 175 20403 Haul, Place and Compact Borrow CY 150

WORK DESCRIPTION LIST 34 61

ROAD 4110-014 - Sta. 0+00 to 135+12

Mile Post Item Description Units Estimated Quantity

(118+28) Junction with Temp Road T-7 - Left (This junction will not be used, T-7A will be used instead)

(120+00) 60201A Install 18" HDPE Culvert, 30' long LF 30 30208B Place 2-1/2" minus crushed aggregate base TON 4 25104A Riprap Apron - Class 3 CY 3 62501 Seed and mulch SY 70

(121+50) 20403 Construct TurnOut CY 20 20101 Clear and Grub SY 83

30208B Place 2-1/2" minus crushed aggregate TON 40 62501 Seed and mulch SY 40

(121+90) Junction with Temp Road T-7A - Left

(121+99) Unit Boundary

(122+56) 20403 Construct Truck TurnAround - Right CY 10 30208B Place 2-1/2" minus crushed aggregate TON 30 20101 Clear and Grub SY 50 62501 Seed and mulch SY 25

(123+30 to 123+60) 20420 Construct Ditch - 30ft. LF 30

(123+79) Washout (Slump) - Small

20415 Realign & Construct Road Prism - cut into embankment, use borrow to repair slump - Haul, Place and Compact Borrow (Local Source) CY 20

30208B Place 2-1/2" minus crushed aggregate base TON 25 62501 Seed and mulch SY 15

(123+85) Existing CMP (123+70 to

124+20) Fill over CMP

20403 Cut Road Prism down to widen road surface to 14' over CMP - cut down trees - leave stumps in embankment where possible. CY 65

30208B Place 2-1/2" minus crushed aggregate base (50' x 14' x 8") TON 30 62501 Seed and mulch SY 35

WORK DESCRIPTION LIST 35 61

ROAD 4110-014 - Sta. 0+00 to 135+12

(124+25) Wash Out of Edge of Road (124+00 to

124+50) 20415 Realign & Construct Road Prism - cut 8ft left into cutbank, use borrow to repair washout (slump) CY 80

20101 Clear and Grub SY 50 30208B Place 2-1/2" minus crushed aggregate base TON 35 25104A Riprap - Class 3 (Upper section of embankment) CY 10 25104B Riprap - Class 4 & 5 (lower section of embankment) CY 20 62501 Seed and mulch SY 50

(124+71) Live Stream across road 60201B Install 24" HDPE Culvert, 50' LF 50 20301A Removal of Existing Buried CMP. Disposal A EA 1 30208B Place 2-1/2" minus crushed aggregate base TON 10 25104B Riprap Apron - Class 5 CY 5 62501 Seed and mulch SY 70

(126+18) 20403 Construct TurnOut - Right CY 20 20101 Clear and Grub SY 83

30208B Place 2-1/2" minus crushed aggregate base TON 40 62501 Seed and mulch SY 40

(126+81 to 127+31) 20401B Reconstruct Road Prism to a 14' road surface width LF 50

20403 Remove Bermed Material - Incorporate into subgrade.