Attachment B -Drawings.pdf

PDF 2 MB Posted Feb 18, 2010

Attached to: RECOVERY: ROAD RESURFACING West of Tally Lake, MT, Flathead NF
Solicitation number: AG-82B1-S-10-0162
Issued by: Department of Agriculture Forest Service Washington Office Economic Recovery Operations Center Intermountain

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Attachment B - Drawings

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Other files

File	Type	Posted
Road 913 Resurf Ltr of Intent to Award.pdf	PDF	Mar 25, 2010
AG-82B1-S-10-0162000003.pdf	PDF	Mar 12, 2010
AG-82B1-S-10-0162-000002.pdf	PDF	Mar 10, 2010
Questions and Answers- Road Resurfacing.docx	DOCX document	Mar 3, 2010
Attachment A - Specifications.pdf	PDF	Mar 3, 2010
AG-82B1-S-10-0162-000001.pdf	PDF	Mar 3, 2010
Attachment A - Specifications.pdf	PDF	Feb 18, 2010
AG-82B1-S-10-0162 Solicitation Body.pdf	PDF	Feb 18, 2010
AG-82B1-S-10-0162 SF 1442 Cover Sheet.pdf	PDF	Feb 18, 2010
Attachment C - Wage Determination.pdf	PDF	Feb 18, 2010
Attachment D - Experience Questionnaire.pdf	PDF	Feb 18, 2010

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E M

W O

R K

C R

A cre R em S ed O

D C

B (18

C lass III

Flapper

C enturytel telephone and L incoln electric buried U tilities located under road & along road R

/W for first 3.5 M iles P rior to any excavation C ontractor shall call U

-D

(755-8344 O

R 1-800-551-8344) & request utilities be located T he contract is responsible for any required repairs.

0.000 B

egin P roject @ the Jct w / F arm to M ark et road.

B egin R econditioning (B lade, Shape &

P ull the D itches)

R eestablish 4%

C row n & Super elevations w

/75' runoffs

P lace 8345 C

Y A ggregate Surfacing w / G

ov. prem ixed B entonite

A pply aggregate surfacing stablizer Solid C aC l2 94%

P ure Salt

A pply A ggregate Surfacing 4" deep 24ft surface 5.12m i.

0.010 F

ix exist 18” C M

- C lean & Straighten Inlet and O utlet

0.070 F

ix exist 18” C M

- Straighten &

C lean Inlet and O utlet

0.180 F

ix exist 18” C M

- E xtend O utlet 2ft

P lace 1cy R iprap on O utlet

0.280 E

xist 18” C M

- C lean Inlet and O utlet (N o Fix needed)

0.450 L

incoln E lectric B ox on left

0.840 E

xist 18” C M

- C lean Inlet and O utlet

0.880 E

xist 18” C M

- C lean Inlet and O utlet

0.980 E

xist 18” C M

- C lean Inlet and O utlet

1.030 T

elephone B ox on R ight

E P

O S

8345 cubic yards Crushed Aggregate

121 Tons

(3" of stabilizer) 2% CaCl2 @ 94% Salt(47.2 tons/mile)(6.7 lbs/SY,3"depth)

W O

R K

C R

62505 20202

20420 20420

20420 30801

31106 60250

60250 60250

25101 66050

R em S ed O

D C

B (18X

18"

36" C lass III Flapper

1.290 E

xist 18” C M

- C lean Inlet and O utlet

1.350 F

ix exist 18” C M

- Straighten &

C lean Inlet and O utlet

1.440 E

xist 18” C M

- C lean Inlet and O utlet

1.460 E

xisting guardrail on left begins

1.550 E

xisting guardrail on left ends

1.580 E

xist 18” C M

- C lean O utlet

1.650 E

xisting guardrail on left begins

1.670 E

xist 18” C M

P T

I C arsonite Stake C all before digging

1.680 B

egin R etaining W all on R ight

1.740 H

and place 1 cubic yard of C lass I riprap

R iprap shall be placed to arm or the scoured area behind the guardrail and above the dow nhill retaining w all.

1.770 E

xisting R etaining W all on R ight ends

1.800 B

egin R etaining W all on R ight

1.890 E

xisting R etaining W all on R ight ends

1.910 E

xisting guardrail on left ends

1.960 E

xist 18” C M

- C lean O utlet

2.110 Junction right FS road #2920

E P O

S T

8345 cubic yards Crushed Aggregate

121 Tons

(3" of stabilizer) 2% CaCl2 @ 94% Salt(47.2 tons/mile)(6.7 lbs/SY,3"d

W O

R K

C R

62505 20202

20420 20420

20420 30801

31106 60250

60250 60250

R em S ed O

D C

B (18X

18"

36" C lass III Flapper

2.220 E

xist 18” C M

2.340 E

xist 18” C M

2.540 E

xist 18” C M

2.680 F

S property boundry E nd 2% Solid C aC l2 @

94% Salt Stabilizer Spreading

2.810 E

xist 18” C M

3.340 E

xist 18” C M

3.550 F

ix exist 18” C M

- E xtend Inlet 2ft

P lace 1cy R iprap on inlet

3.920 E

xist 18” C M

4.060 E

xist 18” C M

4.280 E

xist 18” C M

4.470 E

xist 18” C M

4.900 F

ix exist 18” C M

- Straighten &

C lean Inlet and O utlet

5.080 M

ountain M edow s R oad F

S #542 (1st Junction)

5.120 M

ountain M edow s R oad F

S #542 (2nd Junction) E nd A gg Surfacing w

/ bentonite 4" deep 24ft surface 5.12m i.

A pply A gg Surfacing 4" deep 20ft surface 5.445 m

i. 7455 C

6.107 T

rail H ead P ark ing on R ight

6.176 T

rail H ead on L eft-T r # 801

6.331 E

xist 18” C M

E P O

S T

8345 cubic yards Crushed Aggregate

121 T-2% CaCl2 @ 94% 47.2 tons/mile-6.7 lbs/SY

7455 CY Crushed Aggregate

W O

R K

C R

62505 20202

20420 20420

20420 30801

31106 60250

60250 60250

R em S ed O

D C

B (18X

18"

36" C lass III Flapper

6.455 E

xist T urnout O n R ight

6.501 E

xist 18” C M

6.552 E

xist T urnout O n R ight

6.611 E

xist T urnout O n R ight

6.660 E

xist 18” C M

P -C lean Inlet and O utlet

6.816 B

eing G uardrail on R ight

6.866 E

nd G uardrail O n R ight

6.930 E

xist T urnout O n R ight

7.098 E

xist 18" C M

P -Straighten Inlet

A dd 2ft extention to outlet and P lace 2cy riprap

7.316 E

xist T urnout O n R ight

7.533 E

xist 18" C M

P -C lean O utlet

7.635 E

xist T urnout O n R ight

7.657 R

em ove and R eplace 18" C M

P w ith 18" X 60' C

M P

P lace 1cy R iprap at Inlet and 1cy R iprap at O utlet

7.850 E

xist T urnout O n R ight

7.960 R

em ove and R eplace 18" C M

P w ith 18" X 40' C

M P

P lace 1cy R iprap at Inlet and 1cy R iprap at O utlet

C onstruct 10ft of outlet ditch

8.010 E

xist T urnout O n R ight

8.095 E

xist 18” C M

8.223 E

xist 18” C M

P 7455 cubic yards Crushed Aggregate

E P O

S T

W O

R K

C R

62505 20202

20420 20420

20420 30801

31106 60250

60250 60250

R em S ed O

D C

B (18X

18"

36" C lass III Flapper

8.235 E

xist T urnout O n R ight

8.483 T

rail H ead O n L eft-T

R # 800

8.495 E

xist 18” C M

8.507 E

xist T urnout O n R ight

8.607 E

xist 18” C M

8.796 P

it Site on L eft

8.869 E

xist T urnout O n R ight

8.956 E

xist 18" C M

P -C lean Inlet and O utlet

8.927 R

oad 2895 R ight-T ally L ak e C am pground

8.956 E

xist 18” C M

9.033 R

oad 913-W O n L eft

9.163 Install F

lapper 22ft long-D rain R ight

C onstruct 5ft outlet ditch and L ine ditch w ith 5 cy R iprap

9.203 E

xist 18"C M

P -C lean Inlet and O utlet

A dd 4ft E xtention to outlet

R econstruct O utlet ditch for 20ft L ine ditch w ith 5cy riprap

9.362 R

oad 9613 O n L eft

C lean Inlet and O utlet of 18"C M

P under 9613

P lace 1cy R iprap at Inlet and 1cy R iprap at O utlet

7455 cubic yards Crushed Aggregate

E P O

S T

W O

R K

C R

62505 20202

20420 20420

20420 30801

31106 60250

60250 60250

R em S ed O

D C

B (18X

18"

36" C lass III Flapper

9.493 Install 18" x 38' C

M P

-Sk ew

C onstruct C atch B asin and D itch B lock

P lace 1cy R iprap at Inlet and 1cy R iprap at O utlet

9.625 E

xist 18" C M

P -A dd 4ft to Inlet and O utlet

R econstruct C atch B asin

P lace 1cy R iprap at Inlet and 1cy R iprap at O utlet

9.844 B

egin B ridge

9.852 E

nd B ridge

9.872 C

onstruct Sedim ent B asin In R ight and L eft D itch line

9.885 R

oad O n R ight-Short R oad

Straighten Inlet on 18" C M

P under Short R oad

9.982 R

em ove E xist 28" x 20" A C

M P

-O n Sm all Stream

R eplace w ith 36" x 42' C M

P -sk ew

P lace 1cy R iprap at Inlet and 1cy R iprap at O utlet

10.033 Install 18" x 36' C

M P

In E xist D rain Sag

C onstruct C atch B asin

P lace 1cy R iprap at Inlet and 1cy R iprap at O utlet B eing P ulling D itch on right

10.193 E

xist C rest-R oad P rism

N arrow s L arge cutslope B egin B uilding up O utside Shoulder 6" depth tapering to 1" on inside shoulder to inslope road surface

10.260 A

pply P neum atic/H ydrulic Seed &

M ulch to B are Slope 0.25

100' tall x 200' w ide, 70% incline

E xist D rain Sag E nd P ulling D itch

10.333 E

nd B uilding up O utside Shoulder 6" depth tapering to 1" on inside shoulder to inslope road surface

7455 cubic yards Crushed Aggregate

E P O

S T

W O

R K

C R

20202 20420

20420 30801

31106 60250

60250 60250

R em S ed O

D C

B (18X

18"

36" C lass III Flapper

10.565 E

xist 57" x 38" C M

P A

-Johnson C reek

E nd A ggregate Surfacing 4" deep 20ft surface 5.445m i.

A pply A gg Surfacing 4" deep 18ft surface 1.69 m

i. 2100 C

10.585 Install 22' F

lapper-D rain L eft

C onstruct Sedim ent B asin O n left

10.647 E

xist T urnout O n L eft

10.659 R

oad 5393 O n R ight

R em ove and R eplace E xist 18" under 5393 w ith 18" X 42' C

M P

10.751 E

xist T urnout O n L eft

10.809 Install 22' F

lapper-D rain L eft P lace 1cy R iprap at outlet

10.829 Install 18" x 48' C

M P

-Sk ew

75-C onstruct C atch B asin

P lace 1cy R iprap at Inlet and 1cy O utlet

10.839 R

oad 9895 O n R ight

10.923 E

xist 18"C M

P -C lean Inlet and O utlet

Straighten O utlet and A dd 4ft E xtention

10.932 E

xist T urnout O n L eft

11.019 B

egin P ulling D itch on R ight

11.039 E

nd P ulling D itch on R ight

11.060 E

xist T urnout O n R ight

11.144 E

xist T urnout O n L eft

11.178 E

xist 18" C M

2100 cubic yards Crushed Aggregate

E P O

S T

W O

R K

C R

62505 20202

20420 20420

20420 30801

31106 60250

60250 60250

R em S ed O

D C

B (18X

18"

36" C lass III Flapper

11.264 B

egin B ridge

11.273 E

nd B ridge

11.381 E

xist T urnout O n R ight

11.479 E

xist 18"C M

P -C lean Inlet and O utlet

11.510 E

xist T urnout O n R ight

11.585 E

xist T urnout O n R ight

11.618 E

xist 18"C M

P -C lean Inlet and O utlet

11.650 E

xist F lapper-C lean

11.712 E

xist T urnout O n R ight

11.771 E

xist 18"C M

P -C lean Inlet and O utlet

11.808 E

xist T urnout O n R ight

11.830 E

xist F lapper-C lean

11.878 E

xist 18"C M

P -C lean Inlet and O utlet

11.950 E

xist F lapper-C lean

11.961 E

xist 18"C M

P -C lean Inlet and O utlet

12.014 E

xist T urnout O n R ight

12.035 E

xist 18"C M

P -C lean Inlet and O utlet

12.238 L

arge P ark ing area on R ight

12.258 Jnct w

ith Star M eadow s

E nd A ggregate Surfacing 4" deep 18ft surface 1.69m

i. 2100 C

E nd G ravel L aydow n

R O

A D

913 W O

R K

M T

O T

A L

S 0.25

17900 121.0

2100 cubic yards Crushed Aggregate

E P O

W O

R K

C R

20420 20420

20420 30318

30801 31106

31107 15703 sag C

B D

slash

T ype 1

C enturytel telephone and E lectric buried U tilities located under road & along road R

/W for m ost all of the project.

P rior to any excavation C ontractor shall call U -D

(755-8344 O

R 1-800-551-8344) request utilities be located

T he contract is responsible for any required repairs.

0.000 B

egin P roject at the junction of C ounty road # 424 (F arm to M ark

et) B egin R econditioning shape 4% crow n Item

30318, B egin G ravel Stabilization 3"(R oller C om pacted) 14ft spread 1.23 m

i. length

Item 31106 Spread 34 tons 94% pure C loride 3" deep (6.7 lbs/SY

)(27.5 tons/m i)

Item 31107 Spread 32 tons B entonite C lay 3" deep (6.3 lbs/SY

) (25.7 tons/m i)

0.050 E

xist 18” C M

- C lean Inlet and O utlet, Install slash filters &

1 cy R iprap

C onstruct C atchbasin & D itch block item

20420

0.153 E

xist L ead off D itch L eft (no w ork)

0.181 E

xist L ead off D itch R ight (no w ork)

0.232 E

xist 18” C M

- F ix Inlet and C lean O utlet, Install slash filters & 1 cy R iprap

C onstruct C atchbasin & D itch block item

20420

0.267 E

xist 18” C M

- C lean Inlet and O utlet, Install slash filters &

1 cy R iprap

C onstruct C atchbasin & D itch block item

20420

0.861 E

xist 18” C M

- C lean Inlet and O utlet, Install slash filters &

1 cy R iprap

C onstruct C atchbasin & D itch block item

20420

0.879 C

onstruct D rain D ip & shape to 4%

O utslope Install slash filters &

1 cy R iprap

0.906 E

xisiting Sag- R econstruct to 4%

O utslope Install slash filters &

1 cy R iprap

1.111 Junction L

eft - #300 B ootjack R

1.230 Junction F

S road #351B B ootjack L ak e road

E N

D P roject F S road 351

E N

D R econditioning (B lade, &

Shape)

E nd C row ning, E nd G ravel Stablilization

R O

A D

351 W O

R K

M T

O T

A L

1.23

E P O

S T

1.23 miles Reconditioning

Item 31106 Spread 34 tons Calcium Chloride Flake @ 94% pure Solid Salt (6.7 lbs/SY)

Item 31107 Spread 32 tons Bentonite Clay

W O

R K

C R

20420 20420

30318 30801

31106 31107

15703 sag

slash T ype 1

C enturytel telephone and E lectric buried U tilities located under road & along road R

/W for m ost all of the project.

P rior to any excavation C ontractor shall call U -D

(755-8344 O

R 1-800-551-8344) & request utilities be located he contract is responsible for any required repairs.

0.000 B

egin P roject at the junction w

/ C liff C

r. R oad F

S #351 B egin R econditioning shape Item

30318

0.060 E

xisiting Sag- R econstruct to 4%

O utslope Install slash filters &

1 cy R iprap

0.240 B

egin G ravel Stabilization 3"(R oller C om pacted) 18ft spread 0.15 m

i. length

Item 31107 5 tons B entonite C lay (33.3 tons/m ile)(6.3 lbs/SY

Item 31107 5 tons C alcium C hloride (35.4 tons/m ile)(6.7 lbs/SY

0.280 Install R

ubber B elt W ater diverter - 45 degree sk ew

20 feet long

0.320 Install C

M P

A 42"x 29"x 28', Install slash filters &

5 cy riprap

Spread 28 C ubic Y ards (2 bellies or 3 E nd dum

ps) com m ercial sourced crushed agg.

0.360 C

onstruct D rain D ip & shape to 4%

O utslope Install slash filters &

2 cy R iprap

Spread 28 C ubic Y ards (2 bellies or 3 E nd dum

ps) com m ercial sourced crushed agg.

0.390 E

nd G ravel Stabilization 3"(R oller C om pacted) 18ft spread 0.15 m

i. length

0.596 E

nter P rivate land *N

O W

O R

K O

N R

O A

* N

O R

E C

O N

O P

A R

G E

Q U

E N

* A

C C

SS G

R A

N T

E D

T O

C R

SS L

A N

D O

N L

0.901 Junction F

S road #50819 - B egin R econditioning blade & shape Item

30318

1.011 C

onstruct D rain D ip & shape to 4%

O utslope Install slash filters &

1 cy R iprap

1.079 Junction F

S road #351B B ootjack L ak e road

1.110 C

onstruct D rain D ip & shape to 4%

O utslope Install slash filters &

1 cy R iprap

1.170 E

N D

P roject F

S road 351B

E N

D R econditioning (B lade, &

Shape)

R O

A D

351B W

O R

E M

T O

T A

L S

0.87

5.00

Item 31107 5 tons Bentonite Clay (33.3 tons/mile)(6.3 lbs/SY)

0.87 miles Reconditioning

E P O

S T

Item 31106 5 tons Calcium Chloride (35.4 tons/mile)(6.6.7 lbs/SY)

Pages_Drawing_Upsize Cover Sheet (1)

Pages_Drawing_Upsize Schedule (1)

Pages_Drawing_Upsize RL1 (1)

Pages_Drawing_Upsize RL2 (1)

Pages_Drawing_Upsize RL3 (1)

Pages_Drawing_Upsize RL4 (1)

Pages_Drawing_Upsize RL5 (1)

Pages_Drawing_Upsize RL6 (1)

Pages_Drawing_Upsize RL7 (1)

File details come from the government source that posted it. Updated Nov 14, 2017.