mt-d202101_DAR2021(1)_PLANS_SIGNOFF_Stamped.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2021.03.26 13:43:38 -07'00'

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N

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SHEET

A.11

Sheet and Description

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

G-04 G-05 G-06 G-11 H-01 H-03 H-04 H-05 I-02 I-03 I-04 I-05 I-06 I-09 J-08 J-09 ALLOWANCE Bid

Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1002 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A1004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A1006 15401-0000 CONTRACTOR TESTING LPSM ALL

A1008 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1010 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 20 180 140 80 120 240 20 400 1,200

A1012 15706-0200 SOIL EROSION CONTROL, CHECK

DAM (FILTER ROCK) EACH 30 30

A1014 15801-0000 WATERING FOR DUST CONTROL MGAL 495 463 169 476 254 186 358 17 76 60 112 226 2,892

A1016 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1 1 3

A1018 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 14 19 33

A1020 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 6 9 15

A1022 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (ENERGY DISSIPATOR) CUYD 28 28

A1024 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (RIPRAP HEADWALL) CUYD 38 38

A1026 25120-0200 RIPRAP DITCH, METHOD A, CLASS

2 LNFT 211 211

A1028 30202-2000 ROADWAY AGGREGATE, METHOD 2

(G ROADS) TON 390 215 90 110 805

A1030 30202-2000 ROADWAY AGGREGATE, METHOD 2

(H ROADS) TON 190 475 90 755

A1032 30202-2000 ROADWAY AGGREGATE, METHOD 2

(H-05 ROAD) TON 608 608

A1034 30202-2000 ROADWAY AGGREGATE, METHOD 2

(I ROADS) TON 15 60 155 240 470

A1036 30302-6000 ROADWAY RECONDITIONING LNFT 33,317 32,208 11,405 35,165 24,974 14,098 24,922 1,214 5,280 4,171 7,550 16,051 210,355 Contract Quantity

A1038 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (G ROADS) TON 18,266 16,645 6,253 16,163 57,327

A1042 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (H ROADS) TON 6,177 12,880 192 19,249

MileStone: SIGNOFF Date Completed: In Progress Report Date: 03/23/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -M a r-

:1 A

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

F:

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STATE PROJECT

B.1DAR 2021(1)MT

SHEET

G-04 G-05 G-06 G-11 H-01 H-03 H-04 H-05 I-02 I-03 I-04 I-05 I-06 I-09 J-08 J-09 ALLOWANCE Bid

Schedule

A1046 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (IN-PLACE

STABILIZATION, H-01 ROAD) TON 5,891 5,891

A1050 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (I ROADS) TON 2,779 2,186 4,140 7,951 17,056

A1054 31110-0000 CALCIUM CHLORIDE TON 326 297 111 288 225 110 230 50 39 74 142 3 1,895

A1056 60201-0800 24-INCH PIPE CULVERT LNFT 40 50 90

A1058 60201-1600 72-INCH PIPE CULVERT LNFT 68 68

A1060 60212-0800 ELBOW, 24-INCH (45 DEGREE

BEND) EACH 1 1

A1062 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1 1 1 1 1 1 7

A1064 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 7 1 1 4 13

A1066 61921-1000 REMOVE AND RESET FENCE LNFT 250 155 30 435

A1068 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 52

A1070 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 53

A1072 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 44

A1074 62301-0000 GENERAL LABOR HOUR 46

A1076 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 315 135 45 270 90 611 1,466

A1078 62502-0000 TURF ESTABLISHMENT (DRY

METHOD) SQYD 315 135 45 270 90 611 1,466

A1080 62901-0800 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D SQYD 611 611

A1082 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1084 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 480 580 180 320 160 240 280 40 60 60 100 180 2,680

-M a r-

:1 A

M

MileStone: SIGNOFF Date Completed: In Progress Report Date: 03/23/21

F:

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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

STATE PROJECT

B.2DAR 2021(1)MT

G-04 G-05 G-06 G-11 H-01 H-03 H-04 H-05 I-02 I-03 I-04 I-05 I-06 I-09 J-08 J-09 ALLOWANCE Bid

Schedule

B1000 15101-0000 MOBILIZATION LPSM ALL

B1002 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B1004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B1006 15401-0000 CONTRACTOR TESTING LPSM ALL

B1008 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B1010 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 20 180 140 80 120 240 20 400 1,200

B1012 15706-0200 SOIL EROSION CONTROL, CHECK

DAM (FILTER ROCK) EACH 30 30

B1014 15801-0000 WATERING FOR DUST CONTROL MGAL 495 463 169 476 254 186 358 17 76 60 112 226 615 216 3,723

B1016 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1 1 3

B1018 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 14 19 33

B1020 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 6 9 15

B1022 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (ENERGY DISSIPATOR) CUYD 28 28

B1024 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (RIPRAP HEADWALL) CUYD 38 38

B1026 25120-0200 RIPRAP DITCH, METHOD A, CLASS

2 LNFT 211 211

B1028 30202-2000 ROADWAY AGGREGATE, METHOD 2

(G ROADS) TON 390 215 90 110 805

B1030 30202-2000 ROADWAY AGGREGATE, METHOD 2

(H ROADS) TON 190 475 90 755

B1032 30202-2000 ROADWAY AGGREGATE, METHOD 2

(H-05 ROAD) TON 608 608

B1034 30202-2000 ROADWAY AGGREGATE, METHOD 2

(I ROADS) TON 15 60 155 240 470

B1036 30202-2000 ROADWAY AGGREGATE, METHOD 2

(J ROADS) TON 505 240 745

B1038 30302-6000 ROADWAY RECONDITIONING LNFT 33,317 32,208 11,405 35,165 24,974 14,098 24,922 1,214 5,280 4,171 7,550 16,051 42,662 14,520 267,537 Contract Quantity

B1040 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (G ROADS) TON 18,266 16,645 6,253 16,163 57,327

B1044 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (H ROADS) TON 6,177 12,880 192 19,249

-M a r-

:1 A

M

MileStone: SIGNOFF Date Completed: In Progress Report Date: 03/23/21

F:

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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 2021(1)MT

G-04 G-05 G-06 G-11 H-01 H-03 H-04 H-05 I-02 I-03 I-04 I-05 I-06 I-09 J-08 J-09 ALLOWANCE Bid

Schedule

B1048 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (IN-PLACE

STABILIZATION, H-01 ROAD) TON 5,891 5,891

B1052 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (I ROADS) TON 2,779 2,186 4,140 7,951 17,056

B1056 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (J ROADS) TON 22,170 7,961 30,131

B1060 31110-0000 CALCIUM CHLORIDE TON 326 297 111 288 225 110 230 50 39 74 142 395 142 3 2,432

B1062 60201-0800 24-INCH PIPE CULVERT LNFT 40 50 90

B1064 60201-1600 72-INCH PIPE CULVERT LNFT 68 68

B1066 60212-0800 ELBOW, 24-INCH (45 DEGREE

BEND) EACH 1 1

B1068 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1 1 1 1 1 1 2 9

B1070 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 7 1 1 4 5 18

B1072 61921-1000 REMOVE AND RESET FENCE LNFT 250 155 30 435

B1074 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 53

B1076 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 54

B1078 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 44

B1080 62301-0000 GENERAL LABOR HOUR 48

B1082 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 315 135 45 270 90 611 225 1,691

B1084 62502-0000 TURF ESTABLISHMENT (DRY

METHOD) SQYD 315 135 45 270 90 611 225 1,691

B1086 62901-0800 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D SQYD 611 611

B1088 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

B1090 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 480 580 180 320 160 240 280 40 60 60 100 180 520 160 3,360

-M a r-

:1 A

M

MileStone: SIGNOFF Date Completed: In Progress Report Date: 03/23/21

F:

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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.4DAR 2021(1)MT

G-04 G-05 G-06 G-11 H-01 H-03 H-04 H-05 I-02 I-03 I-04 I-05 I-06 I-09 J-08 J-09 ALLOWANCE Bid

Schedule

C1000 15101-0000 MOBILIZATION LPSM ALL

C1002 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

C1004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

C1006 15401-0000 CONTRACTOR TESTING LPSM ALL

C1008 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C1010 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 20 180 140 80 120 240 20 460 500 400 2,160

C1012 15706-0200 SOIL EROSION CONTROL, CHECK

DAM (FILTER ROCK) EACH 30 30

C1014 15801-0000 WATERING FOR DUST CONTROL MGAL 495 463 169 476 254 186 358 17 76 569 643 60 112 226 615 216 4,935

C1016 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1 1 2 5

C1018 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 14 19 33

C1020 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 6 9 15

C1022 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (ENERGY DISSIPATOR) CUYD 28 28

C1024 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 (RIPRAP HEADWALL) CUYD 38 38

C1026 25120-0200 RIPRAP DITCH, METHOD A, CLASS

2 LNFT 211 211

C1028 30202-2000 ROADWAY AGGREGATE, METHOD 2

(G ROADS) TON 390 215 90 110 805

C1030 30202-2000 ROADWAY AGGREGATE, METHOD 2

(H ROADS) TON 190 475 90 755

C1032 30202-2000 ROADWAY AGGREGATE, METHOD 2

(H-05 ROAD) TON 608 608

C1034 30202-2000 ROADWAY AGGREGATE, METHOD 2

(I ROADS) TON 15 225 245 60 155 240 940

C1036 30202-2000 ROADWAY AGGREGATE, METHOD 2

(J ROADS) TON 505 240 745

C1038 30302-6000 ROADWAY RECONDITIONING LNFT 33,317 32,208 11,405 35,165 24,974 14,098 24,922 1,214 5,280 38,333 43,402 4,171 7,550 16,051 42,662 14,520 349,272 Contract Quantity

C1040 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (G ROADS) TON 18,266 16,645 6,253 16,163 57,327

-M a r-

:1 A

M

MileStone: SIGNOFF Date Completed: In Progress Report Date: 03/23/21

F:

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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 2021(1)MT

G-04 G-05 G-06 G-11 H-01 H-03 H-04 H-05 I-02 I-03 I-04 I-05 I-06 I-09 J-08 J-09 ALLOWANCE Bid

Schedule

C1044 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (H ROADS) TON 6,177 12,880 192 19,249

C1048 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (IN-PLACE

STABILIZATION, H-01 ROAD) TON 5,891 5,891

C1052 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (I ROADS) TON 2,779 21,016 23,671 2,186 4,140 7,951 61,743

C1056 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (J ROADS) TON 22,170 7,961 30,131

C1060 31110-0000 CALCIUM CHLORIDE TON 326 297 111 288 225 110 230 50 375 422 39 74 142 395 142 3 3,229

C1062 60201-0800 24-INCH PIPE CULVERT LNFT 40 50 90

C1064 60201-1600 72-INCH PIPE CULVERT LNFT 68 68

C1066 60202-0200 18-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 46 46

C1068 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 56 56

C1070 60212-0800 ELBOW, 24-INCH (45 DEGREE

BEND) EACH 1 1

C1072 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1 1 1 1 1 1 3 1 2 13

C1074 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 7 1 1 4 4 1 5 23

C1076 61921-1000 REMOVE AND RESET FENCE LNFT 250 155 30 20 455

C1078 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 57

C1080 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 59

C1082 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 46

C1084 62301-0000 GENERAL LABOR HOUR 50

C1086 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 315 135 45 270 90 180 225 611 225 2,096

-M a r-

:1 A

M

MileStone: SIGNOFF Date Completed: In Progress Report Date: 03/23/21

F:

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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.6DAR 2021(1)MT

G-04 G-05 G-06 G-11 H-01 H-03 H-04 H-05 I-02 I-03 I-04 I-05 I-06 I-09 J-08 J-09 ALLOWANCE Bid

Schedule

C1088 62502-0000 TURF ESTABLISHMENT (DRY

METHOD) SQYD 315 135 45 270 90 180 225 611 225 2,096

C1090 62901-0800 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.D SQYD 611 611

C1092 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

C1094 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 480 580 180 320 160 240 280 40 60 460 480 60 100 180 520 160 4,300

-M a r-

:1 A

M

MileStone: SIGNOFF Date Completed: In Progress Report Date: 03/23/21

F:

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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.7DAR 2021(1)MT

STATE PROJECT

NUMBER

MT DAR 2021(1) C.1

MAINLINE TYPICAL SECTION QUANTITIES - DEFENSE ACCESS ROADS (DAR)

Item 30202-2000 Item 15801-0000 Roadway

Road Number Typical

Miles Watering for dust aggregate, No. [5] control flJ method 2 (H-05 Road) f3I

{MGALJ {TON}

G-04 1 6.31 495

G-05 1 6.10 463

G-06 1 2.16 169

G-11 1 6.66 476 H-01 2 4.73 254

H-03 1 2.67 186

H-04 1 4.72 358

H-05 3 0.23 17 608 1-02 1 0.96 75

1-02 4 0.04 1

1-05 1 0.79 60

1-06 1 1.43 112 1-09 1 3.04 226

Schedule A Total 39.84 2,892 608 J-08 1 8.08 615

J-09 1 2.75 216 Schedule B Total 50.67 3,723 608

1-03 1 7.26 569

1-04 1 8.22 643

Schedule C Total 66.15 4,935 608

APPROACH QUANTITIES

Road Number

G-04

G-05

G-06

G-11

H-03 H-04

H-05 1-02

1-05

1-06 1-09

Schedule A Total J-08

J-09 Schedule B Total

1-03

1-04

Schedule C Total

Item 30202-2000 Roadway aggregate, method 2

(G Roads) r21

(TON)

Item 30202-2000 Roadway aggregate, method 2

(H Roads) r21

(TON)

Item 30202-2000 Roadway aggregate, method 2

(I Roads) r21

(TON)

Item 30302-6000 Roadway reconditioning

{LNFTJ

33,317

32,208

11 405

35 165 24,974

14,098

24 922 1 214 5,069

4 171

7 550 16,051

210,355 42 662

14 520 267,537

38,333

43 402

349,272

Item 30202-2000 Roadway aggregate, method 2

(J Roads) r21

(TON)

Item 31103-3000 Item 31103-3000 Item 31103-3000 Stabilized Stabilized Stabilized aggregate aggregate aggregate surface course, surface course, surface course, calcium chloride, calcium chloride, calcium chloride, imported aggregate imported imported (In-place aggregate aggregate Stabilization, (G Roads) f3I (H Roads) f3I H-01 Road) f3I

{TON} {TON} {TON}

18,266

16,645

6 253

16,163 5,891

6,177

12,880

57,327 19,057 5,891

57,327 19,057 5,891

57,327 19,057 5,891

Item 31103-3000 Item 31103-3000

Stabilized Stabilized aggregate aggregate surface Item 31110-0000 surface course, calcium chloride, course, calcium calcium chloride imported aggregate

(I Roads) f3I

{TON}

2,779

2 186

4 140

7,951

17,056

17,056 21,016

23 671

61,743

FOOTNOTE:

chloride, imported aggregate

(J Roads) f3I

{TON}

22 170

7,961 30,131

30,131 r11 Quantities are based on the following:

[4]

{TON}

1,892

2,429

3,226

1. 35 MGAL/mile for roadway reconditioning and dust control.

2. 0.015 MGAL/TON for imported surface course aggregate.

[21 Quantities are 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. 10 TON/pullout for H-04 pullout.

6. 65 TON/pullout for 1-03 pullout.

[31 Quantities are based on 1.93 TON/CUYD

[41 Calcium chloride quantities based on 1.85% by dry weight of item 31103-3000 and 1.85% by in-place aggregate weight.

£51 See Sheets C.2 - C.4 for typical sections.

TABULATION OF TYPICAL SECTION

QUANTITIES

30' max. 30' max.

3' [2] 9' min. - 12' max. f3J f4J I 9' min. - 12' max. f3J f4J Travel lane Travel lane

" �S'tj · " 0.

" ::9

-:" 5% crown± 1/2% fll I 5% Crown± 1/2% flJ __ ___,_ " 1.:10----___.::�==;.2�========�=========�=�-=----�-!.:_·3

�---- 1' min. l61

Stabilized aggregate surface course, calcium chloride, imported aggregate, 4" compacted depth

Roadway reconditioning TYPICAL SECTION NO. 1

{4" AGGREGATE STABILIZATION)

NOTE:

1. See Sheet C.1 for quantities.

2. Conserve topsoil and re-establish vegetation along all slopes disturbed during proposed drainage improvements. See Sheet D.1 for estimated quantities.

FOOTNOTE:

!11 Superelevate roadway on curves to a minimum of 5% and a maximum of 8% superelevation.

!21 Break up vegetated material on shoulders and 3 feet down fores/opes. Remove and dispose of material where required.

!31 Adjust to match existing roadbed width as approved.

Taper at a rate of 25: 1 between widths. See Sheet C.5.

!41 Roadbed width beyond 26' may require excess shoulder material removal during roadway reconditioning, as directed.

!51 Disturbances allowed out to existing fenceline or 30' from centerline, whichever is less.

!61 Re-establish existing ditches to the minimum depth during roadway reconditioning.

TYPICAL SECTION TABLE

SOIEDULE ROAD MILE POST

A, 8, & C G-04 0.00 - 6.31 A 8, & C G-05 0.00 - 6.10 A 8 &C G-06 0.04 - 2.20

A, 8, & C G-11 0.00 - 6.66

A, 8, & C H-03 0.01 - 2.68 A 8, & C H-04 0.01 - 2.62 & 2.68 - 4.79 A 8, & C I-02 0.00 - 0.96

A, 8, & C I-05 0.00 - 0.79 A, 8, & C I-06 0.00 - 1.43 A 8, & C I-09 0.00 - 3.04

8&C J-08 0.00 - 8.08 8&C J-09 0.00 - 2.75

C I-03 0.00 - 7.26 C J-04 0.00 - 8.22

3' [2]

NO SCALE

STATE PROJECT

MT DAR 2021(1)

TYPICAL SECTIONS

SHEET 1 OF 3

SHEET

C.2

0.

n

FOOTNOTE:

£11 Supere/evate roadway on curves to a minimum of 5% and a maximum of 8% superelevation.

£21 Break up vegetated material on shoulders and 3 feet down fores/opes. Distribute material uniformly along adjacent slopes as needed to ensure roadbed is free of vegetation.

Remove material where required.

131 Adjust to match existing roadbed width as approved.

Taper at a rate of 25: 1 between widths. See Sheet C.5.

£41 Roadbed width beyond 25' may require excess shoulder material removal during roadway reconditioning, as directed.

[SJ Disturbances allowed out to existing fence/ine or 30' from centerline, whichever is less.

£61 Incorporate calcium chloride to a depth of 4 inches from the top of the new imported aggregate.

£71 Re-establish existing ditches to the minimum depth during roadway reconditioning.

30'max.

3' [2] 9' min. - 12' max. £31 £41 9' min. - 12' max. £31 £41

1' min.f71

Roadway reconditioning

Top of existing aggregate surface

Stabilized aggregate surface course, calcium chloride, imported aggregate, 2" compacted depth £61

Travel lane

Calcium chloride, 4" stabilized depth

Travel lane

TYPICAL SECTION NO. 2

30' max.

3' [2]

Original ground

(2" NEW AGGREGATE AND 2" EXISTING AGGREGATE STABILIZATION)

H-01 ROAD, M.P. 0.00 - 4.73

NOTE:

1. See Sheet C.1 for quantities.

2. Conserve topsoil and re-establish vegetation along all slopes disturbed during proposed drainage improvements. See Sheet D.1 for estimated quantities.

NO SCALE

STATE PROJECT

MT DAR 2021(1)

TYPICAL SECTIONS

SHEET 2 OF 3

SHEET

C.3

Existing structure or paved roadway

Match mainline surfacing section

PROFILE

200' min. 121

Profile grade

Imported surface aggregate

Existing road £11 grade line

TYPICAL CONNECTION TREATMENT AT EXISTING BRIDGES,

CATTLE GUARDS TO REMAIN IN-PLACE,

AND PAVED INTERSECTIONS

25:1 Taper

25:1 Taper

PLAN

TYPICAL TAPER

STATE PROJECT

SHEET

NUMBER

Profile grade 50' min. 121

MT DAR 2021(1)

Imported surface aggregate

Match mainline surfacing section

PROFILE

TYPICAL CONNECTION TREATMENT

AT INTERSECTION OF PROJECT ROUTES WITH

EXISTING UNPAVED COUNTY ROADS £31

FOOTNOTE:

l11 Excavate existing gravel surfacing from the edge of intersecting roadway or from the structure. Taper profile grade from existing grade to the depth shown.

Excavate and dispose of existing gravel surfacing.

r21 Adjust transition length to provide a smooth transition to structures and existing roadways as directed.

£31 For use at beginning/end of project routes, for temporary project termination at railroad right-of-ways, and for public road intersections, as needed. Connections to existing minor private and farm field approaches are to match existing within the right-of-way as approved. See Section D.

C.5

�r--------------------------------------------------------------------------r--------------------------1

TYPICAL DETAILS

NO SCALE

50 25 0

M.P. 2.68 Resume work

Scale in Feet

50 100 150

Centerline BNSF tracks

M.P. 2.62 Suspend work

N

--- Project direction

STATE

MT

PROJECT

DAR 2021(1)

SHEET

NUMBER

C.6

�L-_J�...::!.:�!.::::,__ __ .....:..!.;.;.:__ __ ....:,_ _____ ___.:., __ ____:;....__....:.... _ ____;:....;:;_;.::,:_:

....:....___.:;.....:.... _ ___;_ __ ____;ll....-

__ ;;__ _ ____.'------...;..;;..-------"-----------------------. a:

C l' c

N

N

Profile grade

Match mainline surfacing section.

See Sheet C.2.

M.P. 2.68 Resume work

50' min. r11

Stabilized aggregate surface course, calcium chloride, imported aggregate, 4" compacted depth

160'

PROFILE

Not to Scale

Centerline BNSF tracks

160'

M.P. 2.62 Suspend work

50' min. r11

Stabilized aggregate surface course, calcium chloride, imported aggregate, 4" compacted depth

FOOTNOTE:

Match mainline surfacing section.

See Sheet C.2.

r11 Adjust transition length to provide a smooth transition to existing roadway as directed.

l-

N

N

H-04 ROAD/GORDON ROAD

RAILROAD CROSSING AREA

WORK PLAN

NUMBER

UTILITY CONTACT INFORMATION MT DAR 2021(1) D.1

Road Number Company Address Contact Phone Number

G-06, G-11, H-01, H-03, H-04, H-05, 1-02, 1-09, 3 Rivers Communications 202 5th St. South/PO Box 429, Zach Cleveland (406) 599-5873 J-08 & J-09 Fairfield MT 59436

H-01 & H-04 BNSF Railway Jones Lang LaSalle Brokerage Inc., 4200 Melissa Leal (817) 230-2626 Buckinaham Rd., Suite 110, Fort Worth, TX 76155

G-04, G-05, G-06, H-04, 1-04, & 1-06 CenturyLink Communications, Inc. Attn: Relocations Department Brent Bushnell ( 406) 441-7649 1025 Eldorado Boulevard Broomfield CO 80021

G-04 & 1-06 Energy West PO Box 2229, Great Falls, MT 59403 Tyler Muzzana (406) 791-7521

J-08 Front Range Pipeline 497 W. Dry Creek Rd., Buffalo, MT 59418 Jay Kinsey (406) 231-2139

1-06 Montana Department of Transportation 200 Smelter Avenue NE/PO Box 1359, Harry Barnett (406) 454-5889 Great Falls, MT 59403

J-08 Montana Refining Company, Inc. 1900 10th Street NE, Great Falls, MT 59404 Shannon Chouinard (406) 454-9857

G-04, G-05, G-06, G-11, H-01, H-03, H-04, H-05, 1-02, NorthWestern Energy PO Box 589, Great Falls, MT 59403 Glenn Pacini (406) 454-7117 1-03, 1-04, 1-05, 1-06, & 1-09

G-06 NorthWestern Energy - HE PO Box 589, Great Falls, MT 59403 Glenn Pacini (406) 454-7117

G-06 & G-11 NorthWestern Energy-Gas Transmission 11 E. Park St., Butte, MT 59701 Joe Carmody (406) 422-3276

1-03 Phillips 66 Pipeline, LLC 2626 Lillian Ave., Billings, MT 59101 Derek Lilleberg (406) 255-5708

H-01, H-03, H-04, H-05, 1-09, J-08, & J-09 Sun River Electric Cooperative PO Box 309, Brad Bauman (406) 467-2527 Fairfield, MT 59436

G-04 & 1-06 Town of Cascade 9 Front Street North, Cascade, MT 59421 Joe Voss (406) 468-2808

G-04, G-05, G-06, G-11, H-01, H-03, H-04, H-05, 1-02, USAF - Malmstrom Cable Affairs 6932 Goddard Dr., Bldg. 165, Rm. 153, Matt Auger/ Ron Corkin (406) 731-2459 1-03, 1-04, 1-05, 1-06, 1-09, J-08, & J-09 Malmstrom AFB, MT 59402

J-08 Zaya Bandwidth 350 North Mitchel St., Kip Wright (208) 994-8346 Boise ID 83704

RIPRAP DITCH QUANTITIES FENCE QUANTITIES TOPSOIL AND SEEDING QUANTITIES cii

Item 62405-0300 Item 62502-0000 £ Item 25120-0200

Riprap ditch, Item 61921-1000 Placing conserved Turf

C rn

Road Road Remove and Road Number topsoil, 4-inch establishment C

M.P. method A, M.P. rn

Number Number reset fence depth (dry method) � class 2 C3J

(SOYDJ (SOYDJ

(LNFT) (LNFT) G-04 315 315

�I

0 H-04 0.39 to 0.43 LT 211 G-05 3.12 LT 250 G-05 135 135 :, Schedules A, B, & C Total 211 G-06 0.61 LT 30 G-06 45 45

! G-06 0.88 LT 20 H-03 270 270

G-06 1.05 LT/RT 105 H-04 90 90

H-03 0.79 RT 30 1-06 £2] 611 611 0

I

Schedules A & B Total 435 Schedule A Total l 466 1,466

:;: 1-04 6.73 LT 20 J-08 225 225

Schedule C Total 455 Schedule B Total 1,691 1,691 I

FOOTNOTE: 1-03 180 180

1-04 225 225 i £11 For re-establishing vegetation at disturbed areas. Areas of Schedule C Total 2,096 2,096

I disturbance based on ditch and drainage improvements.

See Sheets F.1-F.3 for locations.

£21 For use with rolled erosion control product, type 2.D.

See Sheet E.1 for location .

£3J See Sheet F.8 for class 2 riprap ditch detail.

TABULATION OF PLAN

QUANTITIES

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C)

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.9

Fa rm

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d Pro je d Typ ica l

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.0

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.0

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.1

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A pp r.

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.9

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a in

Pro i e in Typ ica l

N

.0

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D o

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D is

.0

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.0

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b lic A p p r.

te A p p r.

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la ce wi th

E q u iva le n t

D ia m ete r Pip e C u lve rt l1

R em ove a n d R es et

F en c

•r----._

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.P

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Fi eld

A p p r.

.0

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.0

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N ot

D is te A p p r.

te A p p r.

R

T Fa rm Fi eld A pp r.

.0 M

.P n C u lve rt in

.0

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il e

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.58

E n d Pro j e em ova l of Exis tin g

Pip e

C u

-1:s.

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E q u iva le n d Typ ica l

N ia m ete r Pip e C u

:i:..

.73 ii1

Fi el d

A p p r.

::f:

i,'i

E rii

�g.

itlQ

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M .P g,g_

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A p p r.

c,, iii' t:i

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rii

::f:

J;;

M .P

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A pp r.

tl"

's::

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::i ::i

Cl\ Ill Ill f's, c::i.!!1.!!1 Cl.'. 'iii 'iii

STATE PROJECT

MT DAR 2021(1)

NOTE:

1. Gravel existing approaches and turnouts to match existing widths and radii as approved.

2. All culverts are existing unless otherwise noted.

3. See Sheet C.1 for typical section ranges and quantities.

4. See Sheet D.1 for utility contact information.

I-OS ROAD

LINE GRAPH

SCHEDULES A, B, & C

SHEET

D.13 a in

Proje in Typ ica l

N

.0

N

.8

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.P te A p p r.

va te

A pp r.

Fi el d

A p p r.

.P

.0

In sta ll S oil E ro si on C on tro l Ch ec k

D am s (Fil te r

R oc

k) L

T [1

J

M .P

.3

Pri va te A p p r.

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A p p r.

R T

M iss ile L au n ch F acili ty l -0

Cl ea n

A p p r.

C u lve rt d

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N

.4

N

!'J t:?:

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.0

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R

T

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Install fiber rolls flJ

I j I

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I } I I

I

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I

TYPICAL

FIBER ROLL PLACEMENT

Culvert or bridge

Install fiber rolls f1J

STATE PROJECT

MT DAR 2021(1)

Item 15705-1400

Soil Erosion Control, Fiber Roll

Road Number Miles Length

(LNFT)

G-04 6.31 20 G-05 6.10 180 G-11 6.66 140 H-01 4.73 80 H-03 2.67 120 H-04 4.72 240 I-02 1.00 20 I-09 3.04 400

Schedule A Total 39.84 1,200

Schedule B Total 50.67 1,200

I-03 7.26 460 I-04 8.22 500

Schedule C Total 66.15 2,160

Item 15706-0200

Soil Erosion Control, Check Dam (Filter Rock)

Road Number

I-06 Schedules A, B, & C Total

Mile Post

From I To

1.07 LT I 1.18 LT

0.11

Item 62901-0800

Quantity

(EACH)

Rolled Erosion Control Product, Type 2.D

Road Number

I-06 Schedules A, B, & C Total

Mile Post

From I To

1.07 LT I 1.18 LT

0.11

NO SCALE

Quantity

(SQYD)

NOTE:

1. The location of soil erosion control devices shown are approximate. Final locations are to be approved in the field.

FOOTNOTE:

r11 Place fiber rolls around culverts with standing or flowing water. See Sheet E.3 for details. Ensure rolls extend across any ditches intersecting the culverts with standing or flowing water.

r21 Place fiber rolls adjacent to ditches with standing or flowing water.

EROSION CONTROL PLAN

SHEET

E.1

C) "'

.0 -0

QI

u

QI

_,:; u 2! "'

'e"' l:

vi

.0

-0

QI

C: "' ·v;

QI

E' 2!

9- C: "' a:

� I

N N

I a:

N N a:

� I

N N

!1

1"' :S- .2!

z_, :c ii:

a:

Note: The quantities shown hereon are approximate and are subject TABULATION OF DRAINAGE QUANTITIES to field adjustments.

PAY ITEM NUMBER 20301 25101 25101 25101 25101 60201

-1900 -0200 -0200 -0300 -0300 -0800 a:: - '.J' - '.J' w f- <( _J <( <( _J <( >� z� � a:: <( <(

O::'.j 8 ::'.:i ::'.:i w 0 $ 0 05 0 Oo 0 Oo 0 Uz f- z l? z ::j f-I <( I I <( I ::E 0 <( 0 �o => f- f- a::

=> z >z f- w f- w w oz u �I w �I w

::j �o <( 0 w o w ::E >- ::E >-x u ...... w ...... a. a. - l? a. - l? =>

Mile Post X f- If) f- a.'<( a.'<( <( f- ...... a. a:: a. a:: u w <( 0 <( a. <( a:: <( a:: ::E� <( w � <( w � _J ::E Z::E IL a:: a. a:: z a:: a:: a. a:: z a:: w

0 a:: <( a:: 0 a. ...... 9:; w O a. ...... 9:; w O a.

<( � ...... a:: ...... a::

w o a:: 0 _J a:: ----- a:: ----- f- a:: ----- a:: ----- f- a. ::) ILf- IL _J IL <( O N O N t O M O M t f- z I <( z ...... z > ::E ,_. u ...... 0 ...... w If) w If) ...... w If) w If) ...... u ...... a:: => a:: If) a:: 0 u If) u If) If) u If) u If) If) z f- 0 a:: 0 a. 0 ::E

::i ::i ::i ::i � ::i ::i ::i ::i �

I If) IL f- IL 0 IL w st w -......- If) ----- f- ----- a:: a. u a. U 0 a. u a. U 0 N

FEET CUYD SOYD EACH CUYD CUYD CUYD CUYD LNFT

G-04

0.60 45

1.49 45

1.71 45

1.78 45

2.69 45 3.45

3.90 45

4.20 45

G-04 Total

G-05

2.24 45 6

3.12 10 844 90 1 38 28 6.10

G-05 Total 1 6 38 28

G-06

0.61 8 0.88

1.05 45 9 6

G-06 Total 9 14

G-11

2.21 G-11 Total

H-01

4.09 H-01 Total

CUMULATIVE TOTAL 844 495 1 15 14 38 28 0

NOTE:

1. Steel pipe, aluminized steel pipe, and aluminum pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table, unless otherwise noted on plans.

2. Maintain cover per manufacturer's recommendations on all culverts under live loading during construction.

3. Use annular pipe on all CMP drainage structure repair work.

4. See Sheet D.1 for full topsoil and seeding quantities.

60201 -1600 f-a::

w

::j u w a. ......a.

I u z

I N r---

LNFT

60202 -0200 f-a::

w f- ::j z a:: => �Ou

<( I w

> u a. ...... a:: ...... => <( a.

O' _J w a::<( :r: w u u ti:i �Z ::E a.

CX) ...... _J ,...., 0 w

LNFT

60202 -0400 f-a::

w f- ::jz a:: => �Ou

<( I w

> u a. ...... a:: ......=> <( a.

O' _J w a::<( :r: w u u ti:i �Z ::E a.

� <( � st ...... _J

N OW

LNFT

FOOTNOTE:

60212 -0800 w w a::

l?

w

Lr) st ----- I u z

I st N cc z_J w w cc

EACH

60704 60705 -0000 -0000 w u ::i a.

z w ...... l?

f- <( a:: z w ::j <( a:: => 0 u l? � l? z => z ...... f-...... �u z w a. a:: _J w f-u a:: If)

EACH EACH

1 7

1 1

1 1

5 9

1. Class 2 Riprap headwall LT. See Sheet F.6.

2. Class 2 Riprap headwall RT. See Sheet F.6.

3. Class 2 Energy dissipator LT. See Sheet F.6.

4. Class 2 Energy dissipator RT. See Sheet F.6.

w _J l? z w

If)

7° LT

9. Class 3 Energy dissipator LT. See Sheet F.7.

5. Class 3 Riprap headwalls LT & RT. See Sheet F.7.

6. Concrete Collar RT. See Sheet F.5

7. Repair drainage structure RT with 45° elbow.

8. See Sheet F.4 for details.

STATE PROJECT

SHEET

NUMBER

MT DAR 2021(1) F.1

ro ·;::

Q) ..., ro

:;E�

Q) 3:

a. .2 ·- Q) a. .0 ..!!! >- REMARKS .0 Q) If) If) ro .:.! _J I _J I 3: Q) WC WC 0 Q) > .. > .. See below for = If) W> W><( ----- cc ,...., cc ,...., numbered footnotes

Lt Rt x/ C 1.5 1.5 5,6,8,9

2,3,7

Allowable PiQe Material A Aluminum AS Aluminized steel C Concrete GS Galvanized steel (blank) Any appropriate material x/_ Any appropriate material except_

.0 -0

QI

u

QI

_,:; u 2! "'

'e"' l:

vi

.0

-0

QI

C: "' ·v;

QI

E' 2!

9- C: "' :si-a:

� I

N N

I a:

N N a:

� I

N N

!1

1"' :S- .2!

z_, :c ii:

a:

Note: The quantities shown hereon are approximate and are subject TABULATION OF DRAINAGE QUANTITIES to field adjustments.

PAY ITEM NUMBER 20301 25101 25101 25101 25101 60201

-1900 -0200 -0200 -0300 -0300 -0800 a:: - '.J' - '.J' w f- <( _J <( <( _J <( >� z� � a:: <( <(

O::'.j 8 ::'.:i ::'.:i w 0 $ 0 05 0 Oo 0 Oo 0 Uz f- z l? z ::j f-I <( I I <( I ::E 0 <( 0 �o => f- f- a::

=> z >z f- w f- w w oz u �I w �I w

::j �o <( 0 w o w ::E >- ::E >-x u ...... w ...... a. a. - l? a. - l? =>

Mile Post X f- If) f- a.'<( a.'<( <( f- ...... a. a:: a. a:: u w <( 0 <( a. <( a:: <( a:: ::E� <( w � <( w � _J ::E Z::E IL a:: a. a:: z a:: a:: a. a:: z a:: w

0 a:: <( a:: 0 a. ...... 9:; w O a. ...... 9:; w O a.

<( � ...... a:: ...... a::

w o a:: 0 _J a:: ----- a:: ----- f- a:: ----- a:: ----- f- a. ::) ILf- IL _J IL <( O N O N t O M O M t f- z I <( z ...... z > ::E ,_. u ...... 0 ...... w If) w If) ...... w If) w If) ...... u ...... a:: => a:: If) a:: 0 u If) u If) If) u If) u If) If) z f- 0 a:: 0 a. 0 ::E

::i ::i ::i ::i � ::i ::i ::i ::i �

I If) IL f- IL 0 IL w st w -......- If) ----- f- ----- a:: a. u a. U 0 a. u a. U 0 N

FEET CUYD SOYD EACH CUYD CUYD CUYD CUYD LNFT

PREVIOUS SHEET: 844 495 1 15 14 38 28

H-03

0.02 45

0.25 45

0.79 1 13 90 1 40

1.02 45

2.46 45

H-03 Total 1 40

H-04

0.43 19

1.29 3 24 90 1 50

H-04 Total 1 19 50

I-06

1.43 I-06 Total

Schedule A Total 3 15 33 38 28 90

J-08

0.10 45

0.23 45

2.56 45

3.78 45 5.12 5.18

7.56 45

J-08 Total

Schedule B Total 3 15 33 38 28 90

CUMULATIVE TOTAL 881 1080 3 15 33 38 28 90

NOTE:

1. Steel pipe, aluminized steel pipe, and aluminum pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table, unless otherwise noted on plans.

2. Maintain cover per manufacturer's recommendations on all culverts under live loading during construction.

3. Use annular pipe on all CMP drainage structure repair work.

4. See Sheet D.1 for full topsoil and seeding quantities.

60201 -1600 f-a::

w

::j u w a. ......a.

I u z

I N r---

LNFT

60202 -0200 f-a::

w f- ::j z a:: => �Ou

<( I w

> u a. ...... a:: ...... => <( a.

O' _J w a::<( :r: w u u ti:i �Z ::E a.

CX) ...... _J,...., 0 w

LNFT

60202 -0400 f-a::

w f- ::jz a:: => �Ou

<( I w

> u a. ...... a:: ......=> <( a.

O' _J w a::<( :r: w u u ti:i �Z ::E a.

� <( � st ...... _J

N OW

LNFT

FOOTNOTE:

60212 -0800 w w a::

l?

w

Lr) st ----- I u z

I st N cc z_J w w cc

EACH

60704 60705 -0000 -0000 w u ::i a.

z w ...... l?

f- <( a:: z w ::j <( a:: => 0 u l? � l? z => z ...... f-...... �u z w a. a:: _J w f-u a:: If)

EACH EACH

5 9

7 13

2 5

9 18

9 18

1. Class 2 Riprap headwall LT. See Sheet F.6.

2. Class 2 Riprap headwall RT. See Sheet F.6.

3. Class 2 Energy dissipator LT. See Sheet F.6.

4. Class 2 Energy dissipator RT. See Sheet F.6.

w _J l? z w

If)

9. Class 3 Energy dissipator LT. See Sheet F.7.

5. Class 3 Riprap headwalls LT & RT. See Sheet F.7.

6. Concrete Collar RT. See Sheet F.5

7. Repair drainage structure RT with 45° elbow.

8. See Sheet F.4 for details.

STATE PROJECT

SHEET

NUMBER

MT DAR 2021(1) F.2

ro ·;::

Q) ..., ro

:;E�

Q) 3:

a. .2 ·- Q) a. .0 ..!!! >- REMARKS .0 Q) If) If) ro .:.! _J I _J I 3: Q) WC WC 0 Q) > .. > .. See below for = If) W> W><( ----- cc ,...., cc ,...., numbered footnotes

Lt Rt x/ C

C

Allowable PiQe Material A Aluminum AS Aluminized steel C Concrete GS Galvanized steel (blank) Any appropriate material except_

.0 -0

QI

u

QI

_,:; u 2! "'

'e"' l:

vi

.0

-0

QI

C: "' ·v;

QI

E' 2!

9- C: "' :si-a:

� I

N N

I a:

N N a:

� I

N N

!1

1"' :S- .2!

z_, :c ii:

a:

Note: The quantities shown hereon are approximate and are subject TABULATION OF DRAINAGE QUANTITIES to field adjustments.

PAY ITEM NUMBER 20301 25101 25101 25101 25101 60201

-1900 -0200 -0200 -0300 -0300 -0800 a:: - '.J' - '.J' w f- <( _J <( <( _J <( >� z� � a:: <( <(

O::'.j 8 ::'.:i ::'.:i w 0 $ 0 05 0 Oo 0 Oo 0 Uz f- z l? z ::j f-I <( I I <( I ::E 0 <( 0 �o => f- f- a::

=> z >z f- w f- w w oz u �I w �I w

::j �o <( 0 w o w ::E >- ::E >-x u ...... w ...... a. a. - l? a. - l? =>

Mile Post X f- If) f- a.'<( a.'<( <( f- ...... a. a:: a. a:: u w <( 0 <( a. <( a:: <( a:: ::E� <( w � <( w � _J ::E Z::E IL a:: a. a:: z a:: a:: a. a:: z a:: w

0 a:: <( a:: 0 a. ...... 9:; w O a. ...... 9:; w O a.

<( � ...... a:: ...... a::

w o a:: 0 _J a:: ----- a:: ----- f- a:: ----- a:: ----- f- a. ::) IL f- IL _J IL <( O N O N t O M O M t f- z I <( z ...... z > ::E ,_. u ...... 0 ...... w If) w If) ...... w If) w If) ...... u ...... a:: => a:: If) a:: 0 u If) u If) If) u If) u If) If) z f- 0 a:: 0 a. 0 ::E

::i ::i ::i ::i � ::i ::i ::i ::i �

I If) IL f- IL 0 IL w st w -......- If) ----- f- ----- a:: a. u a. U 0 a. u a. U 0 N

FEET CUYD SOYD EACH CUYD CUYD CUYD CUYD LNFT

PREVIOUS SHEET: 881 1080 3 15 33 38 28 90

I-03

0.01

1.64 45

3.82 45

5.66 45

5.77 45

I-03 Total

I-04

1.17 3.00

3.30 45

3.58 4 101 90 1

6.73 1 13 90 1 8.22

I-04 Total 2

Schedule C Total 5 15 33 38 28 90

PROJECT TOTAL 995 1485 5 15 33 38 28 90

NOTE:

1. Steel pipe, aluminized steel pipe, and aluminum pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table, unless otherwise noted on plans.

2. Maintain cover per manufacturer's recommendations on all culverts under live loading during construction.

3. Use annular pipe on all CMP drainage structure repair work.

4. See Sheet D.1 for full topsoil and seeding quantities.

60201 -1600 f-a::

w

::j u w a. ......a.

I u z

I N r---

LNFT

60202 -0200 f-a::

w f- ::j z a:: => �Ou

<( I w

> u a. ...... a:: ...... => <( a.

O' _J w a::<( :r: w u u ti:i �Z ::E a.

CX) ...... _J,...., 0 w

LNFT

60202 -0400 f-a::

w f- ::jz a:: => �Ou

<( I w

> u a. ...... a:: ......=> <( a.

O' _J w a::<( :r: w u u ti:i �Z ::E a.

� <( � st ...... _J

N OW

LNFT

FOOTNOTE:

60212 -0800 w w a::

l?

w

Lr) st ----- I u z

I st N cc z_J w w cc

EACH

60704 60705 -0000 -0000 w u ::i a.

z w ...... l?

f- <( a:: z w ::j <( a:: => 0 u l? � l? z => z ...... f-...... �u z w a. a:: _J w f-u a:: If)

EACH EACH

9 18

1 4

3 1

13 23

13 23

1. Class 2 Riprap headwall LT. See Sheet F.6.

2. Class 2 Riprap headwall RT. See Sheet F.6.

3. Class 2 Energy dissipator LT. See Sheet F.6.

4. Class 2 Energy dissipator RT. See Sheet F.6.

w _J l? z w

If)

9. Class 3 Energy dissipator LT. See Sheet F.7.

5. Class 3 Riprap headwalls LT & RT. See Sheet F.7.

6. Concrete Collar RT. See Sheet F.5

7. Repair drainage structure RT with 45° elbow.

8. See Sheet F.4 for details.

STATE PROJECT

SHEET

NUMBER

MT DAR 2021(1) F.3

ro ·;::

Q) ..., ro

:;E�

Q) 3:

a. .2 ·- Q) a. .0 ..!!! >- REMARKS .0 Q) If) If) ro .:.! _J I _J I 3: Q) WC WC 0 Q) > .. > .. See below for = If) W> W><( ----- cc ,...., cc ,...., numbered footnotes

Lt Rt x/C x/C

Allowable PiQe Material A Aluminum AS Aluminized steel C Concrete GS Galvanized steel (blank) Any appropriate material except _

I I

LAP

I

\ J

STATE PROJECT

TEMPORARY CONSTRUCTION

EASEMENT POINTS

X

I I

DAR 2021(1)

NAME NORTHING EASTING

A 1129564.078 1386106.792 B 1129398.354 1385887.336

DESCRIPTION

Eas t Corner West Corner

Placed ripra c las s 3 ( energr, clis

1/

NAME NORTHING EASTING ELEVATION

I -4-X

I 2

I X

--i

T

I:

New cu lvert centerline

Existitlg 36" cu lvert

I

I

I

I

Existinf! n;ad

I/ cente r/me

I I

I I

Do not distu sting f r ce line Rr T

1 SCALE IN FEET

1129736.425 1386121.322 3860.75

1129361.718 1385837.533 3856.87

1129292.309 1385585.321 3861.46

5 2.5 0 5

Existirg rbad1---._ graae--+--�--

�+-+---+--+---+---l-----+-�+-+---+--+- __jiPJ!.la�c�ed�r1flri�oa1_E_10'l:--i!m�e!!_th�0�d�A\j!,__j__j_----,,J,--�.(._+---+--+---+---l--J.,=l==c;===i==it::::'.'.l \.:l===i====¼==���---l-----+-�+-+-J�C[....'.::C�on�c+re='.t�e �c�o�la�r.!=.

I3 +---+--+---+---l-----+-�+-+---+--+---+---l-----+-�+-+---+-__.j 3840 c lass 3 (nprap h eadWa/1) (typ.� r21 -" w

- - / Q5l e-----t---+--+---+---+---+----+-e-----t---+--+---+---+-------t-

.r ....._ �-.--c✓::i-------i-/------;,4-,----.----+--+----c1tcc

= -1-�_ s _+--+---+--+--+---+--+--,-+--+---+--+--+---+--+--,-+--+----j" '\.°•�/-!;.I ,Lf--+---1-1---+-+-+-+--+--+-+-+--+-�-

"'¼ ���'�l!<

-,·- _.tz_ r---t---+--+---+---+---+----+ r---t---+--+---+---+---+----+ r---t---+--+---+---+---+----+ r--+-',,.'+-,� {J:::L '-� ,, -� +--+--+---+---+--+-1--+--+--+--+---+---+--+-l--+--+--+---j

383ottttllJJ:=ttttllJJ=ttttll]3:::;��iHf-l�J ��tll:t =l= ctttllJJ=ttttl:"Nii��;���'---+--,-+--+---+--+--+---+--+--,-+--+---+--+--+---+--+--,-+--+---+--+--+----I Pia ed riprap, m e th_rpd A, ----t\--+---+---+---+ �•· �-t,,) � �-✓ I I I" T"I '"'- -e-----t---+--+---+---+--c=+a�sccts-�·_,...,,e =ne...,r,=g y cU

1 s1pptof) r21 L \ V _,. �r -�� I\ I ...,.. , __.... /

+--+--+---+--+---+--+--,f--+--+-•

� 111 ,� 1J. � r�� 1: R1a-11-<✓' /

382o1--+-+--+--+--+---+--+-1--+-+--+--+--+---+--+-1--+-+--+--+--+---+--+-1--+-+P�r,40=00=sFe=d�c�u�/�=ert�----+-v-+---+--+ --, 1-- +-+--+--+--+---+--+-1--+-+--+--+--+---+--+-1--+-+--+--+--+---+--+-1--+-+--+--+--+---+--+-1--+-+--+---.j mven

3810f--+---+--+---+---+---+--+-f--+---+--+---+---+---+--+-f--+---+--+---+---+---+--+-f--+---+--+---+---+---+--+-f--+---+--+---+---+---+--+-f--+---+--+---+---+---+--+-f--+---+--+---+---+---+--+-f--+---+--+---+---+---+--+-f--+---+--+---+---+---+--+--, 3810 90 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80

FOOTNOTE:

HYDRAULIC INFORMATION PIPE INLET OUTLET

[tJ Adjus t to m eet fie ld conditions as approved by CO.

£21 See Sh eet F. 7.

r3J See Sh eet F.5.

� Q 25 :…