Plans.pdf

4/1/2021

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

WHITE SULPHUR SPRINGS RD

HELENA-LEWIS AND CLARK NF

CASTLE CHECKERBOARD ROAD RECONDITIONING

NORTHERN REGION

REGION 1 PROJECT MAP

03/2021 L.SMITH D. WOODS 2

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PROJECT NAME

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CASTLE CHECKERBOARD ROAD RECONDITIONING

ROAD NO. 581 TOTAL

MILES 6.34

ITEM NO. DESCRIPTION UNIT

SUMMARY OF QUANTITIES

TOTAL

15101 MOBILIZATION LS ALL ALL

20302A

REMOVAL OF CULVERT, DISPOSAL MTD (a)

EACH 1 1

20302B

REMOVAL OF METAL WATERBAR, DISPOSAL MTD (a)

EACH 5 5

20425

DRAINAGE EXCAVATION, TYPE 1 DRAIN DIP

EACH 7 7

30207

AGGREGATE SURFACE COURSE, COMPACTION MTD 3

CY* 45 45

30315

ROADWAY RECONDITIONING, COMPACTION MTD 4

MILE 6.34 6.34

60201

18-INCH PIPE CULVERT, CORRUGATED STEEL, GAGE 16, COMPACTION

MTD 6

FOOT 30 30

61903

CATTLEGUARD, REPAIR

EACH 1 1

62201

EQUIPMENT RENTAL, BACKHOE

HOUR 3 3

63310

REMOVE AND REPLACE OBJECT MARKERS, TYPE 2, INCLUDES POSTS

EACH 20 20

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

WHITE SULPHUR SPRINGS RD

HELENA-LEWIS AND CLARK NFNORTHERN REGION

REGION 1 SUMMARY OF

QUANTITIES &

GENERAL NOTES

03/2021 L.SMITH D. WOODS 3

GENERAL NOTES:

1) TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. SEE SECTION 156 - PUBLIC TRAFFIC (FSSS) FOR PROJECT SPECIFIC TRAFFIC CONTROL REQUIREMENTS.

2) ITEMS 204 AND 303 - UNLESS OTHERWISE SPECIFIED DISPOSE OF UNSUITABLE OR EXCESS MATERIAL AS DESIGNATED BY THE FOREST SERVICE, WITHIN 1 MILE OF PROJECT AREA.

3) ITEM 202 - IF DISPOSAL METHOD K (PILING) IS SPECIFIED PILES SHALL BE A MINIMUM HEIGHT OF 8 FEET. ALL MATERIAL EXTENDING MORE THAN 5 FEET BEYOND THE OUTSIDE PERIMETER OF THE PILE SHALL BE SEVERED AND RETURNED TO THE

PILE.

CASTLE CHECKERBOARD ROAD RECONDITIONING

*DENOTES CONTRACT QUANTITY (CY)

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

WHITE SULPHUR SPRINGS RD

HELENA-LEWIS AND CLARK NFNORTHERN REGION

REGION 1 TYPICAL SECTIONS

03/2021 L.SMITH D. WOODS 4

RECONSTRUCTION TYPICAL SECTION WITH DITCH

NOT TO SCALE

3 FT

F

T

C

L

C

L

RECONSTRUCTION TYPICAL SECTION WITHOUT DITCH

NOT TO SCALE

INSLOPE, OUTSLOPE, OR CROWN WHEN

SPECIFIED IN THE WORKLIST.

OTHERWISE MAINTAIN EXISTING.

5 FT

ROADSIDE

CLEARING

OUTER LIMITS

5 FT

ROADSIDE

CLEARING

OUTER LIMITS

5 FT

ROADSIDE CLEARING

OUTER LIMITS

5 FT

ROADSIDE CLEARING

OUTER LIMITS

CASTLE CHECKERBOARD ROAD RECONDITIONING

1. RECONDITIONED TEMPLATE SHALL MATCH THE EXISTING ROAD

TEMPLATE UNLESS OTHERWISE SPECIFIED IN THE WORKLISTS, MINIMUM 14 FT

WIDTH.

2. ALL EXISTING ROADWAY DRAINAGE FEATURES SUCH AS DRAIN DIPS,

DITCHES, CATCH BASINS AND CULVERT INLETS & OUTLETS SHALL BE CLEANED,

MAINTAINED, AND SHAPED TO DRAIN.

3. SUITABLE MATERIAL EXCAVATED FROM FILL SHOULDERS AND DITCHES

SHALL BE EVENLY DISTRIBUTED ON THE ADJACENT ROAD SURFACE AND BLADED/

SHAPED TO THE TYPICAL SECTION

4. ROCKS LARGER THAN 6 INCHES EXTENDING ABOVE THE FINISH ROADBED

SURFACE SHALL BE REDUCED IN PLACE OR REMOVED FROM THE ROADBED.

REPLACE ANY SHORTAGE OF MATERIAL CAUSED BY THE REMOVAL OF ROCKS.

ROCKS GREATER THAN 6 INCHES AND OTHER UNSUITABLE MATERIAL MAY BE

SIDE CAST TO THE TOE OF THE FILL SLOPE EXCEPT IN AREAS WITHIN 100 FEET

OF A LIVE STREAM.

ROAD RECONDITIONING NOTES:

2% 2-4%

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RECONSTRUCTION WORKLIST

NFSR 581

BEGIN

M.P.

END

M.P.

PAY

ITEM

WORK DESCRIPTION

QTY

UNIT

0.00

Reference: Intersection with MT Highway 12

0.00 6.34 30315

Roadway Reconditioning, compaction method 4

6.34

Mile

0.16 0.16 61903

Cattleguard, repair

Each

63310

Remove and Replace Object Markers, Type 2

Each

0.44 0.44 20302a

Removal of culvert, disposal mtd (a)

Each

60201

18-inch pipe culvert, type corrugated steel, gage 16, compaction mtd 6

FT

0.53 0.53 30207

Aggregate surface course, compaction mtd 3 (6-inch depth over cmp)

CY

2.17 2.17 62201

Equipment Rental, Type Backhoe, Clean Existing Cattleguard

Hour

63310

Remove and Replace Object Markers, Type 2

Each

2.28 2.28 20302b

Removal of Metal Waterbar (Open Top), disposal mtd (a)

Each

20425

Drainage Excavation, Type 1 Drain Dip

Each

2.36 2.36 62201

Equipment Rental, Type Backhoe, Clean Existing Cattleguard

Hour

63310

Remove and Replace Object Markers, Type 2

Each

3.36 3.36 20302b

Removal of Metal Waterbar (Open Top), disposal mtd (a)

Each

20425

Drainage Excavation, Type 1 Drain Dip

Each

3.49 3.49 20425

Drainage Excavation, Type 1 Drain Dip

Each

3.60 3.60 20302b

Removal of Metal Waterbar (Open Top), disposal mtd (a)

Each

20425

Drainage Excavation, Type 1 Drain Dip

Each

3.70 3.70 20302b

Removal of Metal Waterbar (Open Top), disposal mtd (a)

Each

20425

Drainage Excavation, Type 1 Drain Dip

Each

3.81 3.81 20425

Drainage Excavation, Type 1 Drain Dip

Each

4.35 4.35 20302b

Removal of Metal Waterbar (Open Top), disposal mtd (a)

Each

20425

Drainage Excavation, Type 1 Drain Dip

Each

4.44 4.44 62201

Equipment Rental, Type Backhoe, Clean Existing Cattleguard

Hour

63310

Remove and Replace Object Markers, Type 2

Each

4.55 Intersection with J581039

4.83 4.84 30207

Aggregate Surface Course, compaction mtd 3, 4-inch compacted depth for 50' as staked by the Forest Service

15 CY

4.99 5.00 30207

Aggregate Surface Course, compaction mtd 3, 4-inch compacted depth for 50' as staked by the Forest Service

15 CY

5.66 5.66 63310

Remove and Replace Object Markers, Type 2

Each

6.34 EMP - Intersection with Road 8898

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

WHITE SULPHUR SPRINGS RD

HELENA-LEWIS AND CLARK NFNORTHERN REGION

REGION 1 NFSR 581 WORKLIST

03/2021 L.SMITH D. WOODS 5

CASTLE CHECKERBOARD ROAD RECONDITIONING

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DO NOT RAISE OUTLET

ABOVE ORIGINAL GROUND

OR STREAMBED. INSTALL

ENERGY DISSIPATER OR

OUTLET DITCH WHEN

SPECIFIED

ORIGINAL GROUND

OR STREAMBED

CULVERT DETAIL

NOT TO SCALE

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

WHITE SULPHUR SPRINGS RD

HELENA-LEWIS AND CLARK NFNORTHERN REGION

REGION 1 CULVERT DETAIL

03/2021 L.SMITH D. WOODS 7

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

5% MINIMUM

CULVERT GRADEOUTLINE OF RIPRAP

WHEN SPECIFIED. SEE

DETAIL THIS SHEET

V

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RIPRAP DETAIL

NOT TO SCALE

INSTALL RIPRAP

WHERE SPECIFIED

A

A

H

SECTION A-A

PIPE DIAMETER

CULVERT

ROADWAY

FINISHED

GRADE

RIPRAP

RIPRAP CLASS "T"

0 1'-0"

1 1'-6"

2 2'-6"

3 3'-0"

4 3'-6"

SKEW DIAGRAM

NOT TO SCALE

AHEAD STATION

SKEW 120°

SKEW 60°

ROAD C

L

CASTLE CHECKERBOARD ROAD RECONDITIONING

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

WHITE SULPHUR SPRINGS RD

HELENA-LEWIS AND CLARK NFNORTHERN REGION

REGION 1 OBJECT MARKERS

DETAIL

03/2021 L.SMITH D. WOODS 7

7CASTLE CHECKERBOARD ROAD RECONDITIONING

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WING

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

WHITE SULPHUR SPRINGS RD

HELENA-LEWIS AND CLARK NFNORTHERN REGION

REGION 1 DRAIN DIP DETAIL

03/2021 L.SMITH D. WOODS 8

A(ft) B(ft) R(ft)

GRADE

TYPE I

TYPE II TYPE III

LENGTH TAPER ROUNDING

0-5

6-9

10-12

LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING

0-5

6-9

10-12

0-5

6-9

30 30

30 50

30 60

2020 25

20 40

20 50

10 - 30

NOTES:

1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL BE 5%.

2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.

3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO

ASSURE WATER GOES ONTO RIPRAP, NOT AROUND.

4. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET

GRADE, NOT SUBGRADE.

5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.

6. UNLESS OTHERWISE SPECIFIED DO NOT INTERCEPT THE

ROADWAY DITCH.

A(ft)

B(ft) R(ft)

A(ft)

B(ft)

R(ft)

B A B

R

R

DRAIN DIP PROFILE

EXISTING ROAD PROFILE

DRAIN DIP

NOT TO SCALE

GRADE

GRADE

10 - 30

M

I N

CASTLE CHECKERBOARD ROAD RECONDITIONING

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