mt-d201801_DAR2018(1)_Plans_Signoff_2018-05-15.pdf

PDF 9 MB Posted May 22, 2018

Attached to: MT DAR 2018(1), Defense Access Roads FY 2018
Solicitation number: 69056718B000015
Issued by: Department of Transportation Federal Highway Administration

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File	Type	Posted
Bid_Opening_Summary.pdf	PDF	Jun 28, 2018
Amendment_A003.pdf	PDF	Jun 26, 2018
Q&A_6-20-18.pdf	PDF	Jun 21, 2018
Amendment_A002.pdf	PDF	Jun 20, 2018
Q&A_6-19-18.pdf	PDF	Jun 19, 2018
Amendment_A001.pdf	PDF	May 29, 2018
Plan_Request_form.pdf	PDF	May 22, 2018
IFB_MT_DAR_2018(1).pdf	PDF	May 22, 2018
PROJECT_DESCRIPTION_DAR_2018.pdf	PDF	Apr 12, 2018

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Road Number

M-10 N-02 N-04 N-05 N-06 N-10 O-11 ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 90 420 30 260 60 30 890

A0140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 132 132

A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 205 644 1,251 572 912 197 344 4,125

A0180 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 4 3 3 10

A0200 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 22 4 26

A0220 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 8 8

A0240 25101-2600 PLACED RIPRAP, METHOD B,

CLASS 6 CUYD 200 200

A0260 30202-2000 ROADWAY AGGREGATE, METHOD 2

(M ROADS) TON 30 30

A0280 30202-2000 ROADWAY AGGREGATE, METHOD 2

(N ROADS) TON 255 295 280 620 125 1,575

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2

(O ROADS) TON 400 400

A0320 30302-6000 ROADWAY RECONDITIONING Contract Quantity

(FOREST GROVE RD) LNFT 55,440 40,392 95,832

A0340 30302-6000 ROADWAY RECONDITIONING LNFT 13,094 29,198 25,344 8,712 36,274 112,622 Contract Quantity

A0360 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (M ROADS) TON 3,669 3,669

A0380 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (N ROADS) TON 16,697 33,011 15,091 24,051 5,187 94,037

A0400 31110-0000 CALCIUM CHLORIDE TON 122 298 589 269 429 92 1,799

A0420 60201-0800 24-INCH PIPE CULVERT LNFT 90 90

A0440 60201-1000 36-INCH PIPE CULVERT LNFT 52 52

A0460 60202-0200 18-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 34 74

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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Sh ee t

STATE PROJECT

B.1DAR 2018(1)MT

SHEET

NUMBER

M-10 N-02 N-04 N-05 N-06 N-10 O-11 ALLOWANCE Bid Schedule

A0480 60202-0500 30-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 40

A0500 60704-0000 CLEANING CULVERT IN PLACE EACH 1 18 4 10 1 1 35

A0520 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 2 6 2 4 1 15

A0540 61921-1000 REMOVE AND RESET FENCE LNFT 20 20

A0560 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 65

A0580 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 65

A0600 62201-2050 ROLLER HOUR 20

A0620 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

A0640 62301-0000 GENERAL LABOR HOUR 40

A0660 62901-0500 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.A SQYD 2,934 2,934

A0680 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0700 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 60 340 840 320 600 140 180 2,480

A0720 63511-0100 TEMPORARY TRAFFIC CONTROL,

RAILROAD FLAGGER CTSM 1 1

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2DAR 2018(1)MT

M-10 N-02 N-04 N-05 N-06 N-10 N-11 O-11 ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 90 420 30 260 60 150 30 1,040

B0140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 132 132

B0160 15801-0000 WATERING FOR DUST CONTROL MGAL 205 644 1,251 572 912 197 1,068 344 5,193

B0180 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 4 3 3 10 20

B0200 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 22 4 26

B0220 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 8 8

B0240 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (ENERGY DISSIPATOR) CUYD 18 18

B0260 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (RIPRAP HEADWALL) CUYD 26 26

B0280 25101-2600 PLACED RIPRAP, METHOD B,

CLASS 6 CUYD 200 200

B0300 30202-2000 ROADWAY AGGREGATE, METHOD 2

(M ROADS) TON 30 30

B0320 30202-2000 ROADWAY AGGREGATE, METHOD 2

(N ROADS) TON 255 295 280 620 125 390 1,965

B0340 30202-2000 ROADWAY AGGREGATE, METHOD 2

(O ROADS) TON 400 400

B0360 30302-6000 ROADWAY RECONDITIONING Contract Quantity

(FOREST GROVE RD) LNFT 55,440 40,392 95,832

B0380 30302-6000 ROADWAY RECONDITIONING LNFT 13,094 29,198 25,344 8,712 47,309 36,274 159,931 Contract Quantity

B0400 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (M ROADS) TON 3,669 3,669

B0420 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (N ROADS) TON 16,697 33,011 15,091 24,051 5,187 28,170 122,207

B0440 31110-0000 CALCIUM CHLORIDE TON 122 298 589 269 429 92 502 2,301

B0460 60201-0800 24-INCH PIPE CULVERT LNFT 90 90

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Sh ee t SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.3DAR 2018(1)MT

M-10 N-02 N-04 N-05 N-06 N-10 N-11 O-11 ALLOWANCE Bid Schedule

B0480 60201-1000 36-INCH PIPE CULVERT LNFT 52 52

B0500 60202-0200 18-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 34 74

B0520 60202-0500 30-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 124 164

B0540 60202-0800 48-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 50 50

B0560 60704-0000 CLEANING CULVERT IN PLACE EACH 1 18 4 10 1 3 1 38

B0580 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 2 6 2 4 5 1 20

B0600 61921-1000 REMOVE AND RESET FENCE LNFT 20 20

B0620 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 65

B0640 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 65

B0660 62201-2050 ROLLER HOUR 20

B0680 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

B0700 62301-0000 GENERAL LABOR HOUR 40

B0720 62901-0500 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.A SQYD 2,934 2,934

B0740 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

B0760 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 60 340 840 320 600 140 700 180 3,180

B0780 63511-0100 TEMPORARY TRAFFIC CONTROL,

RAILROAD FLAGGER CTSM 1 1

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4DAR 2018(1)MT

M-10 N-02 N-04 N-05 N-06 N-10 N-11 O-7 O-11 ALLOWANCE Bid Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

C0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

C0080 15401-0000 CONTRACTOR TESTING LPSM ALL

C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 90 420 30 260 60 150 950 30 1,990

C0140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 132 132

C0160 15801-0000 WATERING FOR DUST CONTROL MGAL 205 644 1,251 572 912 197 1,068 923 344 6,116

C0180 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 4 3 3 10 20

C0200 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 22 4 26

C0220 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 8 8

C0240 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (ENERGY DISSIPATOR) CUYD 18 18

C0260 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (RIPRAP HEADWALL) CUYD 26 52 78

C0280 25101-2600 PLACED RIPRAP, METHOD B,

CLASS 6 CUYD 200 200

C0300 30202-2000 ROADWAY AGGREGATE, METHOD 2

(M ROADS) TON 30 30

C0320 30202-2000 ROADWAY AGGREGATE, METHOD 2

(N ROADS) TON 255 295 280 620 125 390 1,965

C0340 30202-2000 ROADWAY AGGREGATE, METHOD 2

(O ROADS) TON 370 400 770

C0360 30302-6000 ROADWAY RECONDITIONING Contract Quantity

(FOREST GROVE RD) LNFT 55,440 40,392 95,832

C0380 30302-6000 ROADWAY RECONDITIONING LNFT 13,094 29,198 25,344 8,712 47,309 41,870 36,274 201,801 Contract Quantity

C0400 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (M ROADS) TON 3,669 3,669

C0420 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (N ROADS) TON 16,697 33,011 15,091 24,051 5,187 28,170 122,207

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Sh ee t SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.5DAR 2018(1)MT

M-10 N-02 N-04 N-05 N-06 N-10 N-11 O-7 O-11 ALLOWANCE Bid Schedule

C0440 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (O ROADS) TON 23,944 23,944

C0460 31110-0000 CALCIUM CHLORIDE TON 122 298 589 269 429 92 502 427 2,728

C0480 60201-0800 24-INCH PIPE CULVERT LNFT 90 90

C0500 60201-1000 36-INCH PIPE CULVERT LNFT 52 52

C0520 60202-0200 18-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 34 74

C0540 60202-0500 30-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 124 38 202

C0560 60202-0800 48-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 50 50

C0580 60704-0000 CLEANING CULVERT IN PLACE EACH 1 18 4 10 1 3 1 1 39

C0600 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 2 6 2 4 5 3 1 23

C0620 61921-1000 REMOVE AND RESET FENCE LNFT 20 20 40

C0640 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 65

C0660 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 65

C0680 62201-2050 ROLLER HOUR 20

C0700 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

C0720 62301-0000 GENERAL LABOR HOUR 40

C0740 62901-0500 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.A SQYD 2,934 2,934

C0760 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

C0780 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 60 340 840 320 600 140 700 540 180 3,720

C0800 63511-0100 TEMPORARY TRAFFIC CONTROL,

RAILROAD FLAGGER CTSM 1 1

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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P M

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SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.6DAR 2018(1)MT

2 2.48 1 5.53 1 10.50 1 4.80 1 7.65 1 1.65 3 6.87

39.48 1 8.96

48.44 1 7.93

56.37

[1] Quantities are based on the following:

1. 50 MGAL/mile for roadway reconditioning and dust control.

2. 0.022 MGAL/TON for imported surface course aggregate.

[2] Quantities based on the following:

1. 15 TON/approach for private approaches.

2. 10 TON/approach for farm field approaches.

3. 40 TON/approach for public approaches.

4. 60 TON/approach for missile launch facility approaches.

5. 40 TON/turnout for public roadway turnouts.

[3] Quantities based on the following:

1. 30 TON/approach for missile launch facility

[4] Quantities are based on 1.93 TON/CUYD.

[5] Calcium chloride quantities based on 1.85% by dry weight of item 31103-3000 and 1.50% by unit weight of in-place aggregate for Typical Section No. 2.

[6] See Sheets C.2 - C.3.

[7] Place roadway aggregate on areas with insufficient existing aggregate surfacing, as directed.

MAINLINE TYPICAL SECTION QUANTITIES - MINUTEMAN MISSILE BASE ROADS

N-06

Schedule A Total

N-10

N-11 Schedule B Total

94,037 0 1,799

2,301

Schedule C Total O-07

Road Number

N-02 N-04 N-05

M-10

Item 30202-2000 Roadway aggregate, method 2

(N Roads) [2] [4]

0122,2075,193 3,669 28,170

41,870

FOOTNOTE:

4,125 112,622 95,832

122,207

Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate

(N Roads) [4]

(TON)

16,697

24,051

3,669

Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate (M Roads) [4]

1,965

201,801

1,965

Typical No. [6]

1,251

Miles

6,116

Item 15801-0000 Watering for dust control [1]

(MGAL)

Schedule B Total

Schedule A Total

(TON)

1,575

(TON)

3,669

36,274

1,068 47,309 159,931 95,832

Road Number

M-10 N-02 N-04

N-10

N-11

N-05 N-06

O-11

5,187

644 29,198

15,091 33,011

25,344 40,392

Item 31110-0000 Calcium chloride [5]

23,944 2,728 23,944

(TON)(TON)

(LNFT)

13,094

8,712

(TON)

3,669

55,440

Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate

(O Roads) [4]

(LNFT)

Item 30302-6000 Roadway reconditioning (Forest Grove Rd)

Item 30302-6000 Roadway reconditioning

Schedule C Total 95,832

ROADWAY AGGREGATE QUANTITIES

O-11 [7] 400

O-07

Item 30202-2000 Roadway aggregate, method 2

(M Roads) [3] [4]

(TON)

Item 30202-2000 Roadway aggregate, method 2

(O Roads) [4]

STATE PROJECT

DAR 2018(1) C.1MT

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NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

0.69 LT

3.88 RT

Larry Phillips

302 South Dawes St., Lewistown, MT 59457

(406) 670-0884

Noah Davis

Bud Pederson

M-10 Central Montana Rail, Inc. 100 W. Railroad Ave., Denton, MT 59430 Carla Allen (406) 567-2223

1620 Airport Rd., Lewistown, MT 59457

Express Pipeline (Spectra Energy)

(406) 731-2459

(406) 394-2751

USAF - Malmstrom Cable Affairs

Scott Leeds Bruce Kudrna

(406) 394-2786

Matt Auger Ron Corkin

P.O. Box 1140, Havre, MT 59501Triangle Communications

NorthWestern Energy

M-10, N-04, N-06, N-10, N-11, & O-07 Fergus Electric Cooperative, Inc. 84423 US HWY 87, Lewistown, MT 59457

Mid-Rivers Telephone Cooperative 904 C Ave/PO Box 280, Circle, MT 59215

M-10, O-07, & O-11

Suite 352, 800 Werner Ct., Casper, WY 82601

N-04, N-05, N-06, N-10, & N-11

M-10

M-10, N-02, N-04, N-05, N-06, N-10, N-11, O-07, & O-11

M-10 N-02, N-04, N-05, N-06, N-10, N-11, O-07, & O-11

AddressCompany

1021 Chestnut St., Helena, MT 59601CenturyLink Communications, Inc.

6932 Goddard Dr., Bldg. 165, Rm. 153, Malmstrom AFB, MT 59402

Montana Department of Transportation

Brent Bushnell (406) 441-7649

(406) 538-3465Monte Obert Guy Johnson

UTILITY CONTACT INFORMATION

(406) 538-1201

Road Number

M-10, N-04, & N-06

Phone #Contact

Brian Tomlinson

(406) 535-7501

(406) 538-1301

Schedule C Total O-07

N-04

FENCE QUANTITIES

Item 61921-1000 Remove and reset fence

(LNFT)

Road Number

Schedules A & B Total

M.P.

STATE PROJECT

DAR 2018(1) D.1MT

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NUMBER

TABULATION OF PLAN

QUANTITIES

10.4 x 16 25101 -0200

25101 -0200

25101 -0300

25101 -2600

60201 -0800

60201 -1000

60202 -0200

60202 -0500

60202 -0800

60704 -0000

60705 -0000

Mile Post

M A

D M

A X

U M

C O

O R I

R M

O N

U C

R A L

C A V A

R I

R M

O N

A C

R A P, M

H O

D A

S S

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D B

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered footnotes

FEET CUYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT EACH EACH Lt Rt M-10

10.60 1

10.96 5 169 52 x/GS,C

M-10 Total 169 52 1

N-02

4.91 1

4.92 1

N-02 Total 2

N-04

0.15 1

0.44 1

0.69 1 10 40 x/C

0.98 1

2.67 1

3.58 1

4.34 1

4.44 1

4.51 1

5.16 1

5.67 1

5.83 3 23 40 x/C

5.90 1

6.14 1

6.24 1

6.36 1

6.93 1

7.45 1

7.64 1

7.85 1

8.31 4 4

CUMULATIVE TOTAL 202 0 0 4 0 0 0 40 52 40 0 0 15 6

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

1. Steel pipe, aluminized steel pipe, and aluminum pipe culvert 1. Twin pipe installation. 8. Class 2 Riprap ditch stabilization. AS Aluminized steel minimum wall thickness is the thickness required by the Std. 602-1 fill 2. Class 2 Riprap headwall at inlet. See Sheet F.5. See Sheet F.7. C Concrete height table, unless otherwise noted on plans. 3. Class 2 Riprap headwall at outlet. See Sheet F.5. 9. Approach pipe. GS Galvanized steel

2. Maintain cover per manufacturer's recommendations on all 4. Class 2 Energy dissipator at outlet. See Sheet F.5. 10. Install ditch berm at inlet based on (blank) Any appropriate material culverts under live loading during construction. 5. Class 3 Riprap headwall at inlet. See Sheet F.6. Std. 602-6 and as directed. See Sheet F.11. x/__ Any appropriate material

6. Class 3 Riprap headwall at outlet. See Sheet F.6. Estimated embankment quantity is 5 CUYD. except __

7. Class 3 Energy dissipator at outlet. See Sheet F.6. 11. Class 6 Riprap channel stabilization. See Sheet F.7.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\h ig hw ay s\

W A\

_m t-d2

D A R

\D es ig n\ D ra in ag e\

[m t-

-M ay -2

M ar kw ar dt 3/

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

DAR 2018(1)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

-0200

25101 -0200

25101 -0300

25101 -2600

60201 -0800

60201 -1000

60202 -0200

60202 -0500

60202 -0800

60704 -0000

60705 -0000

Mile Post

M A

D M

A X

U M

C O

R I

R M

O N

U C

R A L

C A V A

R I

R M

O N

A C

R A P, M

H O

D A

S S

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D B

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered footnotes

FEET CUYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT EACH EACH Lt Rt

PREVIOUS SHEET: 202 4 40 52 40 15 6

8.64 1

8.73 1

8.89 2 25 50 x/C

9.55 1

9.87 1

10.10 1

10.47 1

N-04 Total 58 4 90 40 18 6

N-05

0.81 1

1.47 1

1.58 1

2.23 1

2.35 1

2.65 3 4

3.91 1

N-05 Total 3 4 2

N-06

2.73 1

3.34 1

3.52 1

4.09 15 3 1 2, 3, 4

4.4 1

4.59 1

4.67 1

5.04 1

5.24 7 2

5.44 1

5.94 1 1

CUMULATIVE TOTAL 227 0 22 10 0 0 0 90 52 40 0 0 31 12

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

6. Class 3 Riprap headwall at outlet. See Sheet F.6. Estimated embankment quantity is 5 CUYD. except __

7. Class 3 Energy dissipator at outlet. See Sheet F.6. 11. Class 6 Riprap channel stabilization. See Sheet F.7.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\h ig hw ay s\

W A\

_m t-d2

D A R

\D es ig n\ D ra in ag e\

[m t-

-M ay -2

M ar kw ar dt 3/

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.2

SHEET

NUMBER

DAR 2018(1)MT

Note: The quantities shown

-0200

25101 -0200

25101 -0300

25101 -2600

60201 -0800

60201 -1000

60202 -0200

60202 -0500

60202 -0800

60704 -0000

60705 -0000

Mile Post

M A

D M

A X

U M

C O

R I

R M

O N

U C

R A L

C A V A

R I

R M

O N

A C

R A P, M

H O

D A

S S

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D B

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered footnotes

FEET CUYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT EACH EACH Lt Rt

PREVIOUS SHEET: 227 22 10 90 52 40 31 12

6.10 1

6.91 8 1 8

7.22 1 9 34 x/C

7.34 1

7.39 1

N-06 Total 9 8 22 3 34 10 4

N-10

1.15 2 21 40 x/C

1.22 1

N-10 Total 21 40 1

O-11

4.22 4 2, 3

5.20 1

5.35 1

6.28 200 11

O-11 Total 4 200 1 1

Schedule A Total 257 8 26 10 200 90 52 74 40 35 15

CUMULATIVE TOTAL 257 8 26 10 0 0 200 90 52 74 40 0 35 15

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

6. Class 3 Riprap headwall at outlet. See Sheet F.6. Estimated embankment quantity is 5 CUYD. except __

7. Class 3 Energy dissipator at outlet. See Sheet F.6. 11. Class 6 Riprap channel stabilization. See Sheet F.7.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\h ig hw ay s\

W A\

_m t-d2

D A R

\D es ig n\ D ra in ag e\

[m t-

-M ay -2

M ar kw ar dt 3/

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.3

SHEET

NUMBER

DAR 2018(1)MT

Note: The quantities shown

-0200

25101 -0200

25101 -0300

25101 -2600

60201 -0800

60201 -1000

60202 -0200

60202 -0500

60202 -0800

60704 -0000

60705 -0000

Mile Post

M A

D M

A X

U M

C O

R I

R M

O N

U C

R A L

C A V A

R I

R M

O N

A C

R A P, M

H O

D A

S S

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D A

S S

R A P

D W

A C

R A P, M

H O

D A

S S

Y D

A C

R A P, M

H O

D B

S S

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

-I N

C H

E Q

N T

R C H

O R E

C A L

C U

A N

C U

C E

D R A

A G

E S

U C

R E

S K

A N

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

1V :n

REMARKS

See below for numbered footnotes

FEET CUYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT EACH EACH Lt Rt

PREVIOUS SHEET: 257 8 26 10 200 90 52 74 40 35 15

N-11

0.01 4 4

0.59 1

1.00 1

1.54 1

1.76 1

2.08 1

4.58 6 1 4

5.12 1

5.78 1

8.28 3 33 42 x/GS,C

8.41 2 8 38 x/GS,C

8.76 3 32 44 x/GS,C 10

8.88 2 135 26 18 50 x/GS,C 5, 6, 7

N-11 Total 208 10 26 18 124 50 3 5

Schedule B Total 465 8 26 20 26 18 200 90 52 74 164 50 38 20

O-07

0.48 1

1.19 1

2.45 2 20 38 x/C

3.88 32 1, 5, 6

4.37 20 5, 6

5.12 1

6.77 1 9

O-07 Total 20 52 38 1 3

Schedule C Total 485 8 26 20 78 18 200 90 52 74 202 50 39 23

PROJECT TOTAL 485 8 26 20 78 18 200 90 52 74 202 50 39 23

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

6. Class 3 Riprap headwall at outlet. See Sheet F.6. Estimated embankment quantity is 5 CUYD. except __

7. Class 3 Energy dissipator at outlet. See Sheet F.6. 11. Class 6 Riprap channel stabilization. See Sheet F.7.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

\h ig hw ay s\

W A\

_m t-d2

D A R

\D es ig n\ D ra in ag e\

[m t-

-M ay -2

M ar kw ar dt 3/

Th om ps on

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.4

SHEET

NUMBER

DAR 2018(1)MT

Note: The quantities shown

EACH 6 1 G20-1 36 x 18 6 27 EACH 40 2 G20-2 36 x 18 6 27 EACH 40 3 M4-8 24 x 18 1 3 EACH 12 4 M4-8a 24 x 18 2 6

5 M4-9R 30 x 24 1 5 6 M4-9L 30 x 24 1 5 7 M4-10R 48 x 18 1 6 8 R11-2 48 x 30 2 20

10 W3-4 36 x 36 6 54 11 W8-6 36 x 36 2 18 12 W13-1P 24 x 24 2 8 13 W20-1 36 x 36 12 108 14 W20-3 36 x 36 3 27 15 W20-3 36 x 36 3 27 16 W20-4 36 x 36 2 18 17 W20-7 36 x 36 6 54

1. Install all signs according to Standard 635-14 and Part 6 of the M.U.T.C.D.

2. Estimated temporary traffic control quantities based on three active work sites.

[1] For information only.

[2] Install signs 500 feet on either side of the material source entrance road.

[3] See Sheet G.3.

FOOTNOTE:

N-06 600 N-10 140

O-07 540

O-11 180 Schedule A Total 2,480

N-11 700

NOTE:

ROAD WORK AHEAD

TRUCK CROSSING [2]

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGNS [1]

ALL SCHEDULES

Sign Number

MUTCD

Number Description Sign size

(in x in) Number of signs

Quantity

(SQFT)

ROAD CLOSED 1000 FT

ROAD CLOSED 500 FT

ONE LANE ROAD AHEAD

1 12.5

BE PREPARED TO STOP

30ROAD CLOSED 1 MILE AHEAD

LOCAL TRAFFIC ONLY 60 x

TEMPORARY TRAFFIC CONTROL QUANTITIES,

CHANNELIZING DEVICES [1]

ALL SCHEDULES

Description Unit Quantity

DETOUR RIGHT

9 R11-3a

END ROAD WORK

END DETOUR

DETOUR LEFT

DETOUR RIGHT

ROAD CLOSED

DETOUR

Temporary traffic control, barricade type 3

25 MPH

ROAD WORK NEXT XX MILES

Temporary traffic control, cone, type 36-inch Temporary traffic control, drum Temporary traffic control, warning light type C

ITEM 63509-1000

TEMPORARY TRAFFIC

CONTROL, FLAGGER

FLAGGER (SYMBOL)

N-05 320

N-02 340 N-04 840

60M-10

N KOLIN ROAD CLOSED

XX MILES AHEAD

USE ALT ROUTE [3]

54 x

Road Number Quantity

(FX HR)

Total

2736 2

Schedule B Total 3,180

Schedule C Total 3,720

Ref-1

STATE PROJECT

DAR 2018(1) G.1MT

\h ig hw ay s\

_m t-d2

1_ D

A R

\D es ig n\ Te m po ra ry

T ra ff ic

C on tr ol m t-

-M ay

-2

M ar kw ar dt 3/

Th om ps on

D es ig ne d by

C he ck ed b y:

NUMBER

TABULATION OF TEMPORARY

TRAFFIC CONTROL

QUANTITIES

A.1

A.3

B.1-2

B.3-4

B.5-6

C.1

C.2

D.2-11

E.1

E-2

F.1-4

G.2

mt-d201801_DAR2018(1)_Plans_Signoff_2018-05-11

mt-d201801_Section_C_Quantities

mt-d201801_Section_D_Quantities

mt-d201801_Section_G_Quantities

Schedule_A

Schedule_B

Schedule_C

File details come from the government source that posted it.