Williams Creek Final Plans Take 2.pdf

BOISE NATIONAL FOREST

EMMETT RANGER DISTRICT

VALLEY COUNTY

IDAHO

WILLIAMS CREEK ROAD RECONSTRUCTION

PROJECT DESCRIPTION

Banks-Lowman Highway

45 23 1

7 8

334 12

612 44 53

5 4

9 7

5 6

65 23 1

11 11

11 11

20 20

16 17 15

14 16

28 27

33 33

22 2321

1920 21 2022 23 212420 221921 22 2323 2424 19 20 21 2219

1513 16

Payette R iver

N or th F or k

Pa ye tte R iv er

Little Squaw Cree k

M idd le Fork

P ay et te

Ri ve r

South Fork Payette River

T 9 N R 4 E

T 9 N R 3 E

T 10 N R 4 E

T 10 N R 3 E

T 9 N R 2 E

T 10 N R 2 E

T 9 N R 5 E

T 10 N R 5 E

T 8 N R 3 E

T 8 N R 4 E

T 11 N R 4 E

T 11 N R 3 E

T 11 N R 2 E

T 8 N R 2 E

T 8 N R 5 E

T 11 N R 5 E

The Project consists of 0.32 miles of road realignment and

0.44 miles of road reconstruction on the National Forest System Road (NFSR) 023E along Highway 55 north of Horseshoe Bend, Idaho. The work includes construction staking; clearing and grubbing; removal of culverts;

roadway excavation; hauling and placing government furnished aggregate; placing hot asphalt; installing culverts; seeding and mulching; and installing a gate.

Crouch

R

Project Area

To B oise 40 M iles Þ

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03, U.S. Customary Units www.wfl.fha.dot.gov/design/specs/fp03.htm

DISTRICT RANGER

APPROVED:

DATE:

FOREST ENGINEER

APPROVED:

DATE:

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION 4

PLANS FOR PROPOSED PROJECT

Burley

Pocatello Twin Falls

Boise

Coeur d'Alene

Bonners Ferry

Lewiston

McCall

Cascade

Emmett

Challis St Anthony

§̈¦84 tu93 tu95 tu12 tu20 tu26 tu2 tu191 tu20 tu93 tu26 tu26 tu95

Utah

Montana

Idaho

Nevada

O re go n

W yo m in g

W as hi ng to n

§̈¦84 §̈¦86

§̈¦15

§̈¦90

§̈¦15

IDAHO MAP

BOISE

NATIONAL

FOREST

Idaho City

Lowman

Mountain Home

Cascade

Emmett

Sheet Name Sheet Title Sheet 1 Vicinity Map 2 Estimated Quantities & Description 3 Typical Sections & Construction Notes 4 Standard Details – Construction Staking, Catchpoint 5 Standard Details – Construction Staking, Culvert 6 Standard Details – Corrugated Metal Pipe 7 Standard Details – Grade Dip, Outslope 8 Approach Apron Paving 9 Standard Details – Stock Gate 10 Description of Work –Road Reconstruction 023E 11 Description of Work – Realignment Construction 023E 12- 13

INDEX TO SHEETS

R O

A D

N

U M

B E

R

Mobilization …..Lump Sum

Construction survey and staking, method II, tolerance E …..Mile

Clearing and grubbing, disposal of tops and limbs f. logs f, stumps f …….Mile

Clearing and grubbing, disposal of tops and limbs e. logs e, stumps f …….Acre

Removal of culvert , disposal method a …..Each

Roadway Excavation, compaction method B …..Cubic Yard

Roadway Excavation, compaction method C, finishing method C …..Cubic Yard

Grade dips ….Each

Road reconditioning, compaction method A …..Mile

Haul and place stockpiled aggregate, compaction method B (Government Furnished) …..Cubic Yard

Minor hot asphalt concrete ……..Ton

18 inch corrugated metal pipe, 0.064 inch thickness for steel or 0.060 inch thickness for aluminum Method A …..Linear Foot

24 inch corrugated metal pipe, 0.064 inch thickness for steel or 0.060 inch thickness for aluminum Method A …..Linear Foot

48 inch corrugated metal pipe, 0.079 inch thickness for steel or 0.135 inch thickness for aluminum Method A …..Linear Foot

53 inch span, 41 inch rise corrugated metal pipe, 0.079 inch thickness for steel or 0.135 inch thickness for aluminum Method A …..Linear Foot

Seeding and mulching (dry method) …..Acre

Furnish and install road closure device, type stock gate, size 16' …..Each

15101 15211

20103 20104

20301 20401A

20401B 20426

30322 32232

40401 60250A

60250B 60250C

60253 62529

65001 023E

(R

R E

A L

IG

N

M E

N T

0.32

1.51

0.38

023E (R

0.44

0.44

0.21

T otals

0.32

0.44 1.51

0.44

0.59

P R

O

JE

C T

E

ST

IM

A

T E

D Q

U A

N T

IT

IE

S

C O

N

STR

U C

TIO

N

LEG

A

L D

ESC

R

IPTIO

N

R O

A D

TO

LER

A N

C E

LEN

G

TH

(m ile)

PR

O

JEC

T B

EG

IN

N

IN

G

N O

R

O A

D N

A M

E FSSS 204 Table 204-2

FR

O

M

TO

R

EC

O N

ST

R

EA

LIG

N M

EN

T

T.

R

SEC

023E(R

W illiam s Creek Sum m er H om es A rea I

0+00 17+05

0.32

10N 3E

023E(R

W illiam s Creek Sum m er H om es A rea K

17+05 40+50

0.44 10N

3E

STA

TIO

N

IN

G

PR

O

JE

C

T D

E

SC

R

IPT

IO

N

C H

A

RT A

RO

A

D G

RA

D

E

LEN

G

TH

U

P TO

3% 35'

4%

TO

6% 25'

O V

ER 6%

15'

C H

A

RT B

RO

A

D G

RA

D

E

LEN

G

TH

U

P TO

3% 65'

4%

TO

6% 75'

O V

ER 6%

85'

R O

A D

N O

STA

TIO

N

ITEM

N

O

Q

UA

N

UN

IT

D

ESC

R

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N

O F W

O R

K R

EM

A

R K

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023E(R

17+05

Begin Reconstruction

17+05 - 40+50 20103

0.44 M

ile Clear vegetation

30322 0.44

M ile

Recondition road - do not scarify M aintain existing tem plate unless otherw ise noted

17+05 20103

Indirect Rem ove 3 trees and stum ps left of loop intersection

20401

Cubic Yards W iden loop intersection left U se excess m aterial at Sta. 17+85 road w idening

17+85 20301

Each

Rem ove culvert

D ispose of culvert by rem oval from N ational Forest land

60250C

Linear Foot Install 48" x 34' CM

P Place riprap on inlet and outlet – indirect to 602 Pay Item

20401

Cubic Yards W iden road to 14' over culvert site 10' long each side of culvert Taper road 25' ahead and back

62529 0.03

A cre

Seed and m ulch disturbed area

20401

Cubic Yards

Rem ove berm ahead U se m aterial to im prove outslope tem plate

19+50 20401

Indirect Construct turnout by rem oving berm

62529 0.02

A cre

Seed and m ulch disturbed area

21+55 End berm rem oval and outslope tem plate im provem ent Top of vertical

25+35 20401

Cubic Yards

Rem ove berm ahead U se m aterial to im prove outslope tem plate. Use caution -

W ater line right side goes under road

26+00 20426

Each

Construct grade dip

26+40 End berm rem oval and outslope tem plate im provem ent

27+40

28+35 30322

Indirect Pull ditch

Use caution - W ater line left side goes under road

29+00 End ditch pull

31+95 20301

Each

Rem ove culvert

D ispose of culvert by rem oval from N ational Forest land

60250A

Linear Foot Install 18" x 24' CM

P Place riprap on inlet and outlet – indirect to 602 Pay Item

Indirect Construct 15' long outlet ditch

33+60 20401

Cubic Yards

Construct turnout right

62529 0.02

A cre

Seed and m ulch disturbed area

35+10 20401

Cubic Yards

Construct turnout by rem oving berm

62529 0.02

A cre

Seed and m ulch disturbed area

35+50 20401

Cubic Yards

Rem ove berm ahead U se m aterial to im prove outslope tem plate

62529 0.07

A cre

Seed and m ulch disturbed area

38+70 End berm rem oval and outslope tem plate im provem ent

20301

Each Rem ove culvert D ispose of culvert by rem oval from

N ational Forest land

60250C

Linear Foot Install 48" x 36' CM

P Place riprap on inlet and outlet – indirect to 602 Pay Item

62529 0.05

A cre

Seed and m ulch disturbed area

20103 Indirect

Rem ove 3 trees and stum ps just past culvert installation to im prove alignm ent

40+50 End Reconstruction