Gateway_Sheet_set.pdf

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Gateway Road Reconstruction for the Kootenai National Forest
Solicitation number
12034319Q0213
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NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:

SHEET INDEX

CONSTRUCTION PLANS

SHEET 1 TITLE

SHEET 2 PROJECT MAP

SHEET 3 SUMMARY OF QUANTITIES & GENERAL NOTES

SHEET 4 WORKLIST

SHEET 5 TYPICAL SECTIONS

SHEET 6 CULVERT DETAIL

SHEET 7 CULVERT WITH CATCH BASIN DETAIL

SHEET 8 CATCH BASIN DETAIL

SHEET 9 OUTLET DITCH DETAIL

SHEET 10 DRAIN DIP DETAIL

05/28/2019

N

GATEWAY ROAD RECONSTRUCTION

CONSTRUCTION/RECONSTRUCTION PLANS FOR SPECIFIED

ROADS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

KOOTENAI NATIONAL FOREST

REXFORD RANGER DISTRICT

LINCOLN COUNTY

AREA MAP

MONTANA / IDAHO INDEX MAP

PROJECT LOCATION

PROJECT ENGINEER

KOOTENAI NATIONAL FOREST

DATE

APPROVED BY:

RECOMMENDED BY:

LOCATION MAP

FOREST SUPERVISOR

KOOTENAI NATIONAL FOREST

DATE

APPROVED BY:

DESIGNED BY:

FOREST ENGINEER

KOOTENAI NATIONAL FOREST

DATE

DISTRICT RANGER

KOOTENAI NATIONAL FOREST

DATE

MONTANA

PROJECT LOCATION

PROJECT LOCATION

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TROUT

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CREEK

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TROY

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LIBBY

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EUREKA

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CANADA

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 PROJECT MAP

05/28/2019 T. TAYLOR T. RUSDAL 2

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PROJECT NAME

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 SUMMARY OF

QUANTITIES &

GENERAL NOTES

05/28/2019 T. TAYLOR T. RUSDAL 3

GENERAL NOTES:

1) CONSERVE ROCK FROM EXCAVATIONS AND PLACE AS RIPRAP ARMORING AT THE INLETS AND OUTLETS OF DRAINAGE FEATURES. UNLESS RIP RAP QUANTITIES ARE SPECIFIED THIS WORK IS CONSIDERED INDIRECT TO THE DRAINAGE FEATURE AND NOT MEASURED FOR PAYMENT.

2) ITEMS 204 AND 303 - UNLESS OTHERWISE SPECIFIED DISPOSE OF UNSUITABLE OR EXCESS MATERIAL ALONG ADJACENT FILL SLOPES AND GREATER THAN 100 FEET FROM STREAMS.

3) ITEMS 201 AND 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.

Sum of Quantity Road Pay Item Description of Work Units 15653 3623 3623B 3623C 7160B Grand Total 20103 Clearing and Grubbing, disposal methods I & K miles 1.03 1.03

20401 Roadway excavation and embankment, compaction method b, tolerance class F cy 2823 2823

20424 Drainage excavation, construct lead out ditch left feet 30 30 20425A Drainage excavation, grade to drain each 5 5 20425B Drainage excavation, construct new drain dip, type 2 each 7 7 21201 Linear grading, compaction method B miles 0.51 0.51 30201 Aggregate base, compaction method 1, commercial source cy 240 240 30207 Aggregate surface course, method 1, commercial source cy 930 30 960 30315 Roadway reconditioning, crown template, compaction method B miles 0.58 3.08 0.25 0.42 4.33 60201A Install new 18" CMP, 0.064" steel thickness, compaction method F feet 28 28 60201B Install new 24" CMP, 0.064" steel thickness, compaction method F feet 28 28 60212 Install new surface water deflector, compaction method F feet 24 24 62504 Seeding, dry method acre 1 1

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 WORKLIST

05/28/2019 T. TAYLOR T. RUSDAL 4

Road Mile Post

Pay Item Description of Work Units Quantity

15653 0.00 20103 Clearing and Grubbing, disposal methods I & K miles 1.03

15653 0.00 20401 Roadway excavation and embankment, compaction method b, tolerance class F cy 2823

15653 0.00 30207 Aggregate surface course, method 1, commercial source cy 930

15653 0.00 62504 Seeding, dry method acre 1

15653 0.15 60201B Install new 24" CMP, 0.064" steel thickness, compaction method F feet 28

15653 0.20 60201A Install new 18" CMP, 0.064" steel thickness, compaction method F feet 28

15653 0.52 21201 Linear grading, compaction method B miles 0.51

3623 2.23 30315 Roadway reconditioning, crown template, compaction method B miles 0.58

3623B 0.00 30315 Roadway reconditioning, crown template, compaction method B miles 3.08

3623B 0.17 20425A Drainage excavation, grade to drain each 1

3623B 0.21 60212 Install new surface water deflector, compaction method F feet 24

3623B 0.43 20424 Drainage excavation, construct lead out ditch left feet 15

3623B 0.49 30201 Aggregate base, compaction method 1, commercial source cy 20

3623B 0.54 20425B Drainage excavation, construct new drain dip, type 2 each 1

3623B 0.54 30207 Aggregate surface course, method 1, commercial source cy 5

3623B 0.56 30201 Aggregate base, compaction method 1, commercial source cy 20

3623B 0.62 30201 Aggregate base, compaction method 1, commercial source cy 30

3623B 0.65 30207 Aggregate surface course, method 1, commercial source cy 5

3623B 0.75 20425A Drainage excavation, grade to drain each 1

3623B 0.81 20425B Drainage excavation, construct new drain dip, type 2 each 1

3623B 0.81 30207 Aggregate surface course, method 1, commercial source cy 5

3623B 0.96 20425B Drainage excavation, construct new drain dip, type 2 each 1

3623B 0.98 30201 Aggregate base, compaction method 1, commercial source cy 20

3623B 1.13 20425B Drainage excavation, construct new drain dip, type 2 each 1

3623B 1.18 30207 Aggregate surface course, method 1, commercial source cy 5

Road Mile Post

Pay Item Description of Work Units Quantity

3623B 1.41 30201 Aggregate base, compaction method 1, commercial source cy 30

3623B 1.48 30201 Aggregate base, compaction method 1, commercial source cy 10

3623B 1.58 20425A Drainage excavation, grade to drain each 1

3623B 1.58 30207 Aggregate surface course, method 1, commercial source cy 5

3623B 1.81 30201 Aggregate base, compaction method 1, commercial source cy 20

3623B 1.83 30201 Aggregate base, compaction method 1, commercial source cy 20

3623B 1.90 30201 Aggregate base, compaction method 1, commercial source cy 20

3623B 1.99 20425A Drainage excavation, grade to drain each 1

3623B 1.99 30207 Aggregate surface course, method 1, commercial source cy 5

3623B 2.10 20425B Drainage excavation, construct new drain dip, type 2 each 1

3623B 2.15 30201 Aggregate base, compaction method 1, commercial source cy 10

3623B 2.17 30201 Aggregate base, compaction method 1, commercial source cy 10

3623B 2.21 20425A Drainage excavation, grade to drain each 1

3623B 2.37 30201 Aggregate base, compaction method 1, commercial source cy 20

3623B 2.43 20425B Drainage excavation, construct new drain dip, type 2 each 1

3623B 2.85 30201 Aggregate base, compaction method 1, commercial source cy 10

3623B 2.94 20425B Drainage excavation, construct new drain dip, type 2 each 1

3623B 3.02 20424 Drainage excavation, construct lead out ditch left feet 15

3623C 0.00 30315 Roadway reconditioning, crown template, compaction method B miles 0.25

7160B 0.00 30315 Roadway reconditioning, crown template, compaction method B miles 0.42

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 TYPICAL SECTIONS

05/28/2019 T. TAYLOR T. RUSDAL 5

RECONSTRUCTION TYPICAL SECTION WITH DITCH

NOT TO SCALE

3'

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'

ROADSIDE

CLEARING

OUTER LIMITS

5'

ROADSIDE

CLEARING

OUTER LIMITS

5'

ROADSIDE CLEARING

OUTER LIMITS

5'

ROADSIDE CLEARING

OUTER LIMITS

NEW CONSTRUCTION TYPICAL SECTION 7

NOT TO SCALE

5'

7'

5'

2 - 4%

3'

C

L

7'

SUBGRADE

FILL SLOPE

CLEARING

OUTER LIMITS

CUT SLOPE

CLEARING

OUTER LIMITS

1:1

TYPICAL

4 INCH

COMPACTED THICKNESS

SURFACE COURSE

1:1 FILL SLOPE

1:1

CUT SLOPE

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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

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 CULVERT DETAIL

05/28/2019 T. TAYLOR T. RUSDAL 6

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

5% MINIMUM

CULVERT GRADEOUTLINE OF RIPRAP

WHEN SPECIFIED. SEE

DETAIL THIS SHEET

V

H

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T

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RIPRAP DETAIL

NOT TO SCALE

INSTALL RIPRAP

WHERE SPECIFIED

A

A

H

SECTION A-A

18"

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

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1.5 X PIPE DIA.

OR 2' MIN.

OUTLET DRAIN TO

NATURAL GROUND.

INSTALL ENERGY

DISSIPATER OR OUTLET

DITCH WHEN

SPECIFIED.

CULVERT WITH CATCH BASIN DETAIL

NOT TO SCALE

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 CULVERT WITH CATCH

BASIN DETAIL

05/28/2019 T. TAYLOR T. RUSDAL 7

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

5% MINIMUM

CULVERT GRADE

EXISTING GROUND

EXISTING DITCH

CUT SLOPE

CATCH BASIN

CUT SLOPE

H

M

A

X

H

H

OUTLINE OF HEADWALL

RIPRAP WHEN SPECIFIED.

SEE DETAIL THIS SHEET

RIPRAP DETAIL

NOT TO SCALE

SKEW DIAGRAM

NOT TO SCALE

OUTLINE OF CUT SLOPE

RIPRAP WHEN SPECIFIED.

SEE DETAIL THIS SHEET

"1

F i l l

I N

H

M

A

X

H

CATCH BASIN

CUT SLOPE

INSTALL HEADWALL

RIPRAP WHERE

SPECIFIED

CULVERT

INSTALL CUT

SLOPE RIPRAP

WHERE SPECIFIED

SEE CATCH BASIN DETAIL ON SHEET 8

FOR ADDITIONAL INFORMATION

ROAD C

AHEAD STATION

SKEW 120°

SKEW 60°

L

F

I L

L

I N

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CATCH BASIN DETAIL

NOT TO SCALE

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 CATCH BASIN DETAIL

05/28/2019 T. TAYLOR T. RUSDAL 8

PLAN VIEW

SUBGRADE

SHOULDER

TOP OF CUT

CULVERT

NORMAL DITCH LINE

DITCH DAM

RIPRAP.

(20' MIN.)

TOP OF CUT

SECTION A-A

CATCH BASIN ELEVATION

1.5 x DIA.

CULVERT

SUBGRADE

D I A

A

A

H

V

12"

DIA.

CULVERT

SUBGRADE

H

V

RIPRAP

WHERE

SPECIFIED

DITCH DAM

NATIVE MATERIAL

<FILL IN>

<FILL IN>

HEADWALL RIPRAP

CUT SLOPE

RIPRAP

INSTALL RIPRAP WHEN SPECIFIED

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OUTLET DITCH

NOT TO SCALE

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 OUTLET DITCH DETAIL

05/28/2019 T. TAYLOR T. RUSDAL 9

A

A

ROAD SURFACE

CULVERT

EXISTING GROUND

D

IT

C H

G R

A D

E

C U

L V

E R

T G

R A

D E

SECTION ALONG CENTERLINE CULVERT/OUTLET DITCH

SECTION A-A

CULVERT

DIA.

H

H

M I N

EXCAVATED MATERIAL

FROM DITCH SECTION.

SEE NOTE THIS SHEET

CULVERT

EXISTING GROUND

RIPRAP

(WHERE SPECIFIED)

NOTES:

1. DITCH AND BERM SHALL BE SEEDED

2. MATERIAL SHALL BE DEPOSITED

UNIFORMLY ON BOTH SIDES OF DITCH

3. INSTALL RIPRAP WHERE SPECIFIED

F

I L

L

I N

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

REXFORD RANGER DISTRICT

KOOTENAI NATIONAL FOREST

GATEWAY ROAD RECONSTRUCTION

NORTHERN REGION

R1 DRAIN DIP DETAIL

05/28/2019 T. TAYLOR T. RUSDAL 10

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

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Sheets and Views
1 TITLE
2 PROJECT MAP
3 SUMMARY OF QUANTITIES & GENERAL NOTES
4 WORKLIST
5 TYPICAL SECTIONS
6 CULVERT DETAIL
7 CULVERT WITH CATCH BASIN DETAIL
8 CATCH BASIN DETAIL
9 OUTLET DITCH DETAIL
10 DRAIN DIP DETAIL

File details come from the government source that posted it.