Brown, Edmunds, Faulk, & McPherson Counties523 682 65 m.p.h. 81 10.4% 22.8% sd 10 41310.72 7.824 0.00 0.000 41310.72 sd 10 r 61 w r 60 w t 1 2 6 n t 1 2 7 n 2 22. 23 ... 601.92 86.50

236

710 11 12

13141518

19 20 21 22 23 24

2526272829

31 32 33 34 35 36

30 29 28 27

S.

D.R. A.

(BN)

ABERDEEN

234

12

12

133 ST

134 ST

135 ST

136 ST

18 16

34

POP. 26,091

INSET B

64 3 2 1

121110987

18 17 16 15 14

1920 21

34 35 36

123

121110

1415 13

242322

27

34 35 36

456

987

161718

212019

282930

3332

1

121110

131415

2423

2526

3534

5

98

1617

20

29

3332

SD (BN)

IPSWICH

45

12

FA

45

136 ST

135 ST

133 ST

132 ST

131 ST

POP. 954

RECREATION

AREA

MINA LAKE

MINA

INDEX OF SHEETS

Sheet No. 20: Standard Plates

Sheet No. 19: Pavement Marking Detail

Sheet No. 11-18: Traffic Control

Sheet No. 8-10: Rates of Materials and Plan Notes

Sheet No. 7: Break Down of Quantities

Environmental Commitments

Sheet No. 5-6: Estimate of Quantities and

Sheet No. 1-4: Title Page and Layout Maps

Mileage 3.910

MRM 283.88 + 0.000

Sta 0+00.00

Begin Segment 3 US 12 W

Mileage 8.359

MRM 288.34 + 0.000

Sta 233+62.22

End Segment 3 US 12W

Mileage 8.405

MRM 288.34 + 0.000

Sta 234+62.54

End Segment 2 US 12E

Mileage 3.937

MRM 283.88 + 0.000

Sta 0+00.00

Begin Segment 2 US 12 E

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

01/16/2018Plotting Date:

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NH-P 0011(104)

Mileage 179.024

MRM 263.85 + 0.004

Sta 0+00

Begin Segment 1 US 12

MRM 287.89

128.5’ = 0.024 Miles

Continuous Concrete Bridge

Structure No. 07-093-332

MRM 287.89

128.5’ = 0.024 Miles


Structure No. 07-093-331MRM 276.75

249.17’= 0.047 Miles

Steel Girder Bridge


Mileage 199.256

MRM 283.88 + 0.000

Sta 1064+60.64

End Segment 1 US 12

MRM 278.45

145= 0.027 Miles

Steel Girder Bridge

Structure No. 07-001-346MRM 269.88

73.5’=0.014 Miles



Ed

munds C

ounty

Bro

wn C

ounty

PROJECT

STATE OF SOUTH DAKOTA

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

CLAY UNION

BON HOMME YANKTON

CHARLES MIX DOUGLAS HUTCHINSON TURNER LINCOLN

MINNEHAHAMcCOOKHANSONDAVISON

AURORABRULE

BUFFALO JERAULD SANBORN MINER LAKE MOODY

BROOKINGSKINGSBURY

BEADLE

HYDE HAND

HUGHES

SULLY

POTTER FAULK SPINK

CLARK CODINGTON

HAMLIN

DEUEL

GRANT

DAYEDMUNDSWALWORTH

CAMPBELL McPHERSON BROWN MARSHALL ROBERTS

HARDINGPERKINS

CORSON

ZIEBACH DEWEY

MEADE

BUTTE

LAWRENCE

PENNINGTON

HAAKON

JACKSON

STANLEY

JONESLYMAN

GREGORY

TRIPP

MELLETTE

TODDBENNETT

OGLALA LAKOTA

CUSTER

FALL RIVER

PROJECT NH-P 0011(104)

US HIGHWAY 12

SD HIGHWAYS 10, 20, 45, 239

PCN 05KX

T 1

23 N

R 68 W R 67 W R 66 WR 65 W R 64 W

Segments 1,2 & 3

Asphalt Surface Treatment (Chip Seal)

& McPherson Counties

Brown, Edmunds, Faulk,

GROSS LENGTH

LENGTH OF EXCEPTIONS

NET LENGTH

MILES

MILES

MILES

FEET

FEET

FEET

US 12 Segment 1

106824.96 20.232

464.64 0.088

20.163106460.64

DHV

D

T DHV

V

T ADT

65 m.p.h.

DESIGN DESIGNATION

GROSS LENGTH


NET LENGTH

MILES

MILES

FEET

FEET

FEET

ADT (2016)

ADT (2036)

50%

DHV

D

T DHV

V

T ADT

65 m.p.h.

DESIGN DESIGNATION

ADT (2016)

ADT (2036)

50%

US 12 Seg. 1

3605

4687

511

8.7%

19.2%

2572

3354

366

7.1%

15.5%

US 12 Seg. 2/3

GROSS LENGTH


NET LENGTH

MILES

MILES

MILES

FEET

FEET

US 12W Segment 3

128.50 0.024

4.46823591.04

23462.54 4.444

MILES 128.50 0.024

4.44923490.72

4.425FEET23362.22STORM WATER PERMIT

(none required)

US 12E Segment 2

1 22

5

21 22 23 24

2526272829

32 33 34 35 36

5 4 3 2 1 6

31

30

19

HOUGHTON

10 37

37

R20

Lake

Reservoir

Mileage 108.572

MRM 304.16+0.000

Sta 413+10.72

End Segment 4 SD 10

Segment 4

37

(Brown County)

SD 10

Mileage 100.748

MRM 296.00+0.268

Sta 0+00.00

Begin Segment 4 SD 10

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104)

DHV

D

T DHV

V

T ADT

DESIGN DESIGNATION

GROSS LENGTH


NET LENGTH

MILES

MILES

MILES

FEET

FEET

FEET

ADT (2016)

ADT (2036)

50%

7.824

523

682

65 m.p.h.

81

10.4%

22.8%

SD 10

7.82441310.72

0.00 0.000

41310.72

SD 10

R 61 W R 60 W

T 126

N

T 127

N

2 22

2423

26

35

2221

28

3433

2019

29

32

2423

35

22

27

34

12

1211

1314

2423

2526

3635

34

109

1516

2221

2728

3433

56

8

17

2019

2930

3231

12

11

1314

2423

2526

3635

3

10

15

22

27

34

12

12

1314

23

34

9

15

2221

56

87

2019

12

23 24

3

10

22

FAS

FA

SF

AS

FAS

FAS

20

45

20

20

212

FAULKTON

WECOTA

352

AV

E

POP. 736

Mileage 242.624

MRM 294.77+0.000

Sta 0+00.00


MR 149.67+0.000

155.0’=0.029 Miles

Cont. Comp. Girder Bridge


MRM 295.63+0.000

86.5’=0.016 Miles

Cont. Conc. Bridge


Mileage 244.627

MRM 296.77+0.000

Sta 105+75.84

End Segment 5 SD 20

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104) Segment 5, 6, & 7

Mileage 112.411

MRM 159.32+0.000

Sta 0+00.00


Mileage 112.541

MRM 159.32+0.130

Sta 6+86.40

End Segment 6 SD 45

Mileage 104.045

MRM 148.69+0.155

Sta 0+00.00


Mileage 112.411

MRM 157.34+0.000

Sta. 441+72.48

End Segment 7 SD 45

(Faulk County)

SD 45 & SD 20

DHV

D

T DHV

V

T ADT

DESIGN DESIGNATION

GROSS LENGTH


NET LENGTH

MILES

MILES

MILES

FEET

FEET

FEET

ADT (2016)

ADT (2036)

1.987

DHV

D

T DHV

V

T ADT

DESIGN DESIGNATION

ADT (2016)

ADT (2036)

50%

Segment 5 SD 20

GROSS LENGTH


NET LENGTH

MILES

MILES

MILES

FEET

FEET

FEET 0.114

Segment 6 SD 45

GROSS LENGTH


NET LENGTH

MILES

MILES

MILES

FEET

FEET

FEET 8.337

Segment 7 SD 45

979

1222

133

7.8%

65 m.p.h.

715

892

6.3%

65 m.p.h.

SD 45

51%

17.1%

SD 20

97

13.9%

86.5 0.016

2.00310575.84

10489.34

0.130686.40

0.016

601.92

86.50

8.36644172.48

155.00 0.029

44017.48

3 22

36 33

456

7 8 9

161718

20 21

282930

31

1

12

13

25

36

1

12

45

7 9

LONG LAKE

239

33

POP. 31

Mileage 7.312

MRM 195.33+0.000

Sta 386+49.60

End Segment 8 SD 239

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


trab1nt01

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NH-P 0011(104)

Segment 8

10 45

Mileage 0.000

MRM 187.99+0.000

Sta 0+00.00


SD 239(McPherson County)

DHV

D

T DHV

V

T ADT

DESIGN DESIGNATION

GROSS LENGTH


NET LENGTH

MILES

MILES

MILES

FEET

FEET

FEET

ADT (2016)

ADT (2036)

7.320

3.3%

65 m.p.h.

SD 239

51%

61

80

9

7.3%

38649.60 7.320

0.0000.00

38649.60

SD 239

R 69 WR 70 W

T 126

N

T 127

NT 128

N

4 22

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTSESTIMATE OF QUANTITIES

SPECIFICATIONS

Standard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications and Special Provisions as included in the Proposal.

ENVIRONMENTAL COMMITMENTS

An Environmental Commitment is a measure that SDDOT commits to implement in order to avoid, minimize, and/or mitigate a real or potential environmental impact. Environmental commitments to various agencies and the public have been made to secure approval of this project. An agency mentioned below with permitting authority can influence a project if perceived environmental impacts have not been adequately addressed. Unless otherwise designated, the Contractor’s primary contact regarding matters associated with these commitments will be the Project Engineer. These environmental commitments are not subject to change without prior written approval from the SDDOT Environmental Office. The environmental commitments associated with this project are as follows:

COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES

COMMITMENT B2: WHOOPING CRANE

The Whooping Crane is a spring and fall migratory bird in South Dakota that is about 5 feet tall and typically stops on wetlands, rivers, and agricultural lands along their migration route. An adult Whooping Crane is white with a red crown and a long, dark, pointed bill. Immature Whooping Cranes are cinnamon brown. While in flight, their long necks are kept straight and their long dark legs trail behind. Adult Whooping Cranes' black wing tips are visible during flight.

Action Taken/Required:

Harassment or other measures to cause the Whooping Crane to leave the site is a violation of the Endangered Species Act. If a Whooping Crane is sighted roosting in the vicinity of the project, borrow pit, or staging site associated with the project, cease construction activities in the affected area until the Whooping Crane departs and contact the Project Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS.

COMMITMENT E: STORM WATER

Construction activities constitute less than 1 acre of disturbance.


At a minimum and regardless of project size, appropriate erosion and sediment control measures must be installed to control the discharge of pollutants from the construction site.

COMMITMENT H: WASTE DISPOSAL SITE

The Contractor shall furnish a site(s) for the disposal of construction and/or demolition debris generated by this project.


Construction and/or demolition debris may not be disposed of within the Public ROW.

The waste disposal site(s) shall be managed and reclaimed in accordance with the following from the General Permit for Construction/Demolition Debris Disposal Under the South Dakota Waste Management Program issued by the Department of Environment and Natural Resources.

The waste disposal site(s) shall not be located in a wetland, within 200 feet of surface water, or in an area that adversely affects wildlife, recreation, aesthetic value of an area, or any threatened or endangered species, as approved by the Project Engineer.

If the waste disposal site(s) is located such that it is within view of any ROW, the following additional requirements shall apply:

1. Construction and/or demolition debris consisting of concrete, asphalt concrete, or other similar materials shall be buried in a trench completely separate from wood debris. The final cover over the construction and/or demolition debris shall consist of a minimum of 1 foot of soil capable of supporting vegetation. Waste disposal sites provided outside of the Public ROW shall be seeded in accordance with Natural Resources Conservation Service recommendations. The seeding recommendations may be obtained through the appropriate County NRCS Office. The Contractor shall control the access to waste disposal sites not within the Public ROW through the use of fences, gates, and placement of a sign or signs at the entrance to the site stating “No Dumping Allowed”.

2. Concrete and asphalt concrete debris may be stockpiled within view of the ROW for a period of time not to exceed the duration of the project. Prior to project completion, the waste shall be removed from view of the ROW or buried and the waste disposal site reclaimed as noted above.

The above requirements will not apply to waste disposal sites that are covered by an individual solid waste permit as specified in SDCL 34A-6-58, SDCL 34A-6-1.13, and ARSD 74:27:10:06.

Failure to comply with the requirements stated above may result in civil penalties in accordance with South Dakota Solid Waste Law, SDCL 34A-6-1.31.

All costs associated with furnishing waste disposal site(s), disposing of waste, maintaining control of access (fence, gates, and signs), and reclamation of the waste disposal site(s) shall be incidental to the various contract items.

5 22

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104)

Revised 1/118/18

ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTSCOMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES

The SDDOT has obtained concurrence with the State Historical Preservation Office (SHPO or THPO) for all work included within the project limits and all department designated sources and designated option material sources, stockpile sites, storage areas, and waste sites provided within the plans.


All earth disturbing activities not designated within the plans require review of cultural resources impacts. This work includes, but is not limited to: Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas.

The Contractor shall arrange and pay for a cultural resource survey and/or records search. The Contractor has the option to contact the state Archaeological Research Center (ARC) at 605-394-1936 or another qualified archaeologist, to obtain either a records search or a cultural resources survey. A record search might be sufficient for review; however, a cultural resources survey may need to be conducted by a qualified archaeologist.

The Contractor shall provide ARC with the following: a topographical map or aerial view on which the site is clearly outlined, site dimensions, project number, and PCN. If applicable, provide evidence that the site has been previously disturbed by farming, mining, or construction activities with a landowner statement that artifacts have not been found on the site.

The Contractor shall submit the records search or cultural resources survey report and if the location of the site is within the current geographical or historic boundaries of any South Dakota reservation to SDDOT Environmental Engineer, 700 East Broadway Avenue, Pierre, SD 57501-2586 (605-773-3180). SDDOT will submit the information to the appropriate SHPO/THPO. Allow 30 Days from the date this information is submitted to the Environmental Engineer for SHPO/THPO review.

If evidence for cultural resources is uncovered during project construction activities, then such activities shall cease and the Project Engineer shall be immediately notified. The Project Engineer will contact the SDDOT Environmental Engineer in order to determine an appropriate course of action.

SHPO/THPO review does not relieve the Contractor of the responsibility for obtaining any additional permits and clearances for Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas that affect wetlands, threatened and endangered species, or waterways. The Contractor shall provide the required permits and clearances to the Project Engineer at the preconstruction meeting.

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104) 6 22

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104) 7 22

SBI Nbr SBI Desc Seg. 1 SD US 12 Seg. 2 US12 E

Seg. 3 US 12W Seg. 4 SD 10 Seg. 5 SD 20 Seg. 6 SD 45 Seg. 7 SD 45 Seg. 8 SD 239 Total Qt. Unit

009E0010 Mobilization Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum LS330E0300 SS-1h or CSS-1h Asphalt for Fog Seal 160.8 34.3 29.2 45.0 17.7 0.8 55.0 35.9 378.7 Ton330E3000 Sand for Fog Seal 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 40.0 Ton360E0042 CRS-2P Asphalt for Surface Treatment 787.0 178.7 150.9 183.6 90.8 3.8 276.8 166.2 1837.8 Ton360E1200 Modified Cover Aggregate 5231.2 1217.1 1028.0 7476.3 Ton360E1200 Modified Cover Aggregate 1263.2 1263.2 Ton360E1200 Modified Cover Aggregate 618.2 25.8 1883.3 2527.2 Ton360E1200 Modified Cover Aggregate 1134.4 1134.4 Ton633E1205 Waterborn Pavement Marking Paint with High Grade Polymer, Yellow 317 317 Gal633E1300 Pavement Marking Paint, White 813 100 100 352 470 329 2164 Gal633E1305 Pavement Marking Paint, Yellow 125 124 44 49 110 453 Gal633E6020 Pavement Marking Masking, 25" 660 660 Ft633E6030 Pavement Marking Masking, Arrow 58 58 Each634E0010 Flagging 400 80 80 300 80 80 300 300 1620 Hour634E0020 Pilot Car 100 75 20 20 75 75 365 Hour634E0110 Traffic Control Signs 898.1 416.8 461.4 317.2 2093.5 Sq. Ft.634E0120 Traffic Control, Miscellaneous Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum LS634E0420 Type C Advance Warning Arrow Board 1.0 1.0 2 Each634E0630 Temporary Pavement Marking 20.2 8.9 8.9 15.6 4.0 0.2 16.7 14.6 89.1 Mile

Segment Route Description Surface Treatment CRS-

2P (ton)Cover Agg. (ton)

Fog Seal SS-1hor CSS-1h (ton)

1US 12

Sta. 0+00.00 toSta. 628+16.16

12 Intersecting Roads Paved to the ROW 5.28 36.00 0.96SD 45 Intersection 0.60 3.50 0.12

8 Intersecting Rds. Paved to the Radius Point 1.92 13.20 0.328 Drive ways paved to the ROW 2.40 20.00 0.48

Sub Totals 10.20 72.70 1.88

1US 12

Sta. 628+16.16 toSta. 1064+60.64

Turnlane Dump rd 8.11 55.22 1.494 intersecting paved roads 3.07 20.90 0.57

Taper 4.85 33.00 0.897 Approaches paved to ROW 3.07 20.90 0.57

6 Approaches paved to Radius Point 1.45 9.90 0.27Sub Totals 20.54 139.92 3.78

2&3 US 12E/US 12 W

Turnlane 0.87 5.96 0.16Median Cross Overs 16.15 110.00 2.98

Turnlane Mina 7.74 52.75 1.433 intersecting paved roads 2.34 15.95 0.43

Sub Totals 27.11 184.65 4.99

4 SD 10Curb and Gutter Section Houghton 5.20 44.20 0.96

Turnlane on SD 37 Jct. 0.80 7.10 0.20Sub Totals 6.00 51.30 1.16

5 to 7 SD 20 & SD 45

3 Field Entrances Paved to ROW 0.87 5.94 0.163 Residential Entrances Paved to Radius Point 0.65 4.46 0.12

10 Intersecting Roads Paved to the Radius Point 4.87 33.17 0.90Faulk Co. Hwy. 10 0.51 3.47 0.09

5 mail box turnouts 1.16 7.92 0.21Historical marker 0.29 1.98 0.05

2 turnlanes at North SD 45/SD 20 JCT. 5.67 38.61 1.042 turnlanes at South SD 45/SD 20 JCT. 7.19 49.01 1.33

SD 20 JCT W. 1.82 12.38 0.33SD 20 JCT E. 1.82 12.38 0.33Sub Totals 24.85 169.29 4.58

8 SD 239 2 Super Elevated Curves 0.08 0.53 0.01

INFORMATIONAL BREAKDOWN OF QUANTITIES

TABLE OF ADDITIONAL OF QUANTITIES

Revised 1/118/18

RATES OF MATERIALS

The Estimate of Quantities is based on the following quantities of materials per mile.

ESTIMATED QUANTITIES

The quantities of asphalt for surface treatment and cover aggregate are based on the rates shown in the Rates of Materials. This is only an estimate. The actual application rates of materials will be determined by mix design as stated in these plans. The mix design rates may vary from the estimated rates stated in the Rates of Materials depending on the aggregate source, the variation in gradation and flakiness index. The application rates may also be adjusted in the field due to results of gradations, flakiness index, and differing surface conditions. Pay quantities will be those actually used even though they may vary significantly from plans estimates.

ASPHALT SURFACE TREATMENT:

SEGMENT ROUTE STATION to STATION1 US 12 0+00.00 628+16.16

CRS-2P Asphalt for Surface Treatment at the rate of 39.6 tons applied 41.8 feet wide. (Rate = 0.38 Gal./S.Y.).

Modified Cover Aggregate at the rate of 263.3 tons applied 40.8 feet wide.(Rate= 22 Lbs./S.Y.).

CSS-1H or SS-1H for Fog Seal at the rate of 7.9 tons applied 43.5 feet wide.(Rate = 0.07 Gal./S.Y.)

SEGMENT ROUTE STATION to STATION1 US 12 628+16.16 667+55.041 US 12 781+59.84 1064+60.64




SEGMENT ROUTE STATION to STATION1 US 12 667+55.04 781+59.84




SEGMENT ROUTE STATION to STATION2 US 12E 00+00.00

.234+62.54

CRS-2P Asphalt for Surface Treatment at the rate of 34.1 tons applied 36 feet wide. (Rate = 0.38 Gal./S.Y.).

Modified Cover Aggregate at the rate of 232.3 tons applied 36 feet wide.(Rate= 22 Lbs./S.Y.).

CSS-1H or SS-1H for Fog Seal at the rate of 6.6 tons applied 38 feet wide.(Rate = 0.07 Gal./S.Y.)

SEGMENT ROUTE STATION to STATION3 US 12 W 0+00.00 233+62.22




SEGMENT ROUTE STATION to STATION4 SD 10 0+00.00 413+10.72

CRS-2P Asphalt for Surface Treatment at the rate 22.7 of tons applied 24 feet wide. (Rate = 0.38 Gal./S.Y.).



SEGMENT ROUTE STATION to STATION5 SD 20 0+00 105+75.84
















STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104) 8 22

ASPHALT SURFACE TREATMENT WEATHER AND SEASONAL REQUIREMENTS

Delete Section 360.3 A and replace with the following:

A. Weather and Seasonal Requirements: Surface treatment operations will be permitted only during daylight hours, when conditions are dry, when wind does not adversely affect the spraying operation, and when overnight low air temperatures within 24 hours of the planned application are forecasted to be at least 45°F.

Minimum temperatures and seasonal limitations are as follows:

Minimum Temperature and Seasonal Limitations

Cover Aggregates

Air and Surface Temperature

(in the shade and rising)

Seasonal Limitations(dates are inclusive)

Type 1 60°F May 15 – Aug. 31Type 2 60°F May 15 – Aug. 31Type 3 60°F May 15 – Sept. 15

TRAFFIC CONTROL FOR ASPHALT SURFACE TREATMENT

Removing, relocating, covering, salvaging, and resetting of existing traffic control devices, including delineation, shall be the responsibility of the Contractor. Cost of this work shall be incidental to the various contract bid items unless otherwise specified in the plans. Delineators and signs damaged or lost shall be replaced by the Contractor at no cost to the Department.

The Contractor shall furnish, install, maintain, and remove TRUCK CROSSING signs daily. The TRUCK CROSSING signs shall be displayed at all times when haul vehicles are hauling material. When hauling conditions no longer exist, the signs shall be covered or removed from view. The exact number and location shall be determined on construction. Payment for additional signs will be based on the contract unit price per square foot for Traffic Control Signs.

The Contractor shall furnish, install, and maintain LOOSE GRAVEL signs with 40 MPH advisory speed plaques upon start of surface treatment operations at each end of the segment and on either side of intersecting asphalt roads and major intersections as determined by the Engineer. In addition, LOOSE GRAVEL signs with 40 MPH advisory speed plaques shall be installed at no more than 4 mile intervals throughout each segment. The 40 MPH advisory speed plaque should not be installed with LOOSE GRAVEL signs in areas where the posted speed limit is less than 40 MPH. LOOSE GRAVEL sign and 40 MPH advisory speed plaques shall be covered or removed from view when they are not applicable.

ROAD WORK NEXT XX MILES, LOOSE GRAVEL, and END ROAD WORK signs are the only signs that need to be mounted on fixed location breakaway sign supports, as shown on the plan layout. ROAD WORK AHEAD, FLAGGER, ONE LANE ROAD AHEAD, and TRUCK CROSSING signs may be mounted on portable supports. Any other signs used may be mounted on portable supports as long as the duration is not more than 3 calendar days. If the duration is more than 3 calendar days, the signs shall be mounted on fixed location breakaway sign supports. The bottom of signs on portable supports shall not be less than 7 feet above the pavement in urban areas, and 1 foot above the pavement in rural areas. Signs mounted on portable supports shall be moved as necessary to keep current with the work activities.

Fixed location signing placed more than 4 calendar days prior to the start of construction shall be covered or laid down until the time of construction. The covers must be approved by the Engineer prior to installation. The cost of materials, labor, and equipment necessary to complete this work shall be incidental to other contract items. No separate payment will be made.

Traffic shall be maintained on the driving lanes. Use of the shoulder as a driving lane will not be permitted. Any damage to the shoulder due to rerouted traffic or Contractor’s equipment shall be repaired at no expense to the Department.

Operations shall be conducted so that the traveling public will not have to wait longer than 15 minutes at the flagger station.

Until the end of each day’s chip seal operations, at the discretion of the Contractor, additional flaggers and FLAGGER symbol signs shall be provided to alert the traveling public entering completed portions of the project to the potential of airborne chips.

The flagger shall notify each motorist of the work being performed. The Contractor shall determine the method of notification in any of the following forms:

1 The flagger shall provide each motorist with a printed notice on the Contractor’s letterhead similar to the one shown.

2 The flagger shall provide each motorist with a printed notice on the Contractor’s letterhead similar to the one shown and the motorist may return the notice to the flagger.

3 The flagger shall read the entire notice including the Contractor’s company information to each motorist similar to the one shown.

The cost of the notice shall be incidental to other contract bid items.

All fixed location signs, sign posts, and breakaway bases shall be removed within 7 calendar days following pavement marking.

TRAFFIC CONTROL FOR ASPHALT SURFACE TREATMENT SEGMENT 1 US 12

Asphalt surface treatment for segment 1 on US highway 12 will be applied according to the detail drawing for Asphalt Surface Treatment Near Centerline rumble strips. The intent of this application is to preserve the in place Sinusoidal Centerline Rumble Stripes. The full rate of CRS-2P will be applied to the edge of the rumble stripe; the chip application will stop 6 inches from the edge of the rumble stripe on both sides of centerline to create a feathering affect. The entire width will be fog sealed at the plan rate.

There are 15 driveways or intersecting roads where the entire width of the roadway including the rumble strip will be chipped through, to accommodate traffic.

The Contractor will not be allowed to let live traffic on the completed roadway until all of the oil has cured sufficiently so that no tracking or pickup occurs. The Contractor will be allowed to use a two mile lane closure and pilot car setup to control traffic. Two additional miles may have centerline cones installed to prevent traffic from driving on the 6” wide areas near the centerline rumble stripes. A total of four miles of coned centerline will be allowed to be up overnight. Keep right signs shall be installed on the cones at any intersection or driveway where traffic will be entering the highway. All costs for traffic control will be incidental to the various traffic control contract items.

No additional payment shall be made for cones. The cones shall be 42” grabber cones and the spacing shall be according to the standard plates and drawing. Edge line cones shall also be placed according to the standard plates and drawings at 500’ intervals. Centerline cones shall be placed at 100’ intervals.

“CONTRACTOR’S LETTERHEAD”THIS HIGHWAY IS BEING RESURFACED WITH A ROCK CHIP SEAL COAT.THIS TYPE OF CONSTRUCTION HAS THE POTENTIAL OF CAUSING VEHICLE DAMAGE SUCH AS CHIPPED WINDSHIELDS AND BROKEN HEADLIGHTS DUE TO ROCKS BEING THROWN BY HIGH SPEED ONCOMING OR PASSING TRAFFIC.YOU MAY WISH TO CONSIDER TAKING AN ALTERNATE ROUTE. IF YOU PROCEED, KEEP TO THE RIGHT AND DRIVE 40 MPH OR LESS. ANOTHER FLAGGER AND A PILOT CAR WILL BE ESCORTING YOU AROUND THE OIL SEAL COAT APPLICATION AREA.THANK YOU.

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104) 9 22

Revised 1/118/18

TRAFFIC CONTROL FOR ASPHALT SURFACE TREATMENT SEGMENT 1 US 12

No additional payment shall be made for cones. The cones shall be 42” grabber cones and the spacing shall be according to the standard plates and drawing. Edge line cones shall also be placed according to the standard plates and drawings at 500’ intervals. Centerline cones shall be placed at 100’ intervals.

MODIFIED COVER AGGREGATE

A minimum of 14 days prior to construction, the Contractor shall submit production sample test results and aggregate samples from each aggregate source used for the project to be tested by the Area Office. Project operations may not begin until production test results are received and informational samples are tested. The samples must be collected from the stockpile location. A passing sample is required from each source prior to use on the project.

Cover Aggregate shall be screened over a 1-inch screen immediately prior to application.

Cover Aggregate shall conform to the following gradation requirements:

Sieve Size Percent Passing3/8 inch 100¼ inch 25-70# 4 0 - 25# 8 0 – 5# 40 0 - 4# 200 0 – 1.3

The plasticity index specification may be waived if not more than 4% of the material passes the # 40 sieve.

Application of the Modified Cover Aggregate shall be maintained within 500 feet or have a time limit of 1 minute between the application of the CRS-2P for Asphalt Surface Treatment and the application of the cover aggregate, whichever amounts to the shorter period of time.

The Contractor shall continue chip spreader progress, forward, thru the asphalt application at any end where work will be temporarily shut down for a time greater than 5 minutes, to allow for satisfactory uniform rolling of the placed aggregate. The Contractor shall not allow the chip spreader, trucks, or other equipment to lie dormant on the aggregate while transitioning between asphalt distributor loads and or any other temporary shutdown of production, before uniform rolling is complete.

All passes of the rollers shall be completed within 8 minutes of application of the CRS-2P Asphalt for Surface Treatment.

All other requirements for Type 1A Cover Aggregate shall apply.

A cover aggregate gradation failure on the #200 sieve will cause all operations to cease immediately and the Engineer will determine correction action(s), if necessary, prior to restarting operations.

FOG SEAL

The fog seal on each route shall begin within 7 calendar days of the completion of the chip seal of that route. Prior to the application of the fog seal the Contractor will be required to broom the chip seal. A CSS-1h or SS-1h emulsion shall be used for the fog seal application.

Prior to hauling, Blotting Sand shall be screened to minimize segregation, eliminate oversize and effectively breakup or discard material bonded into chunks.

The Contractor shall maintain traffic control on the fog sealing area until the fog seal is cured enough to prevent pickup on vehicles. Blotting sand shall be applied at locations such as intersections, as directed by the Engineer.

BRIDGES, APPROACH SLABS, SLEEPER SLABS, STRIP SEALS, RAILROAD CROSSINGS, MANHOLES, WATER VALVES AND CONCRETE

Asphalt Surface Treatment shall not be placed on any of the bridges, approach slabs, sleeper slabs, strip seals, railroad crossings, manholes, water valves or any type of concrete on these projects.

Loose aggregate shall not be swept onto bridge decks or into drop inlets. Aggregate shall be removed from neoprene joints located on approach slabs or bridge decks.

HAUL ROAD

The Contractor shall be responsible for any haul roads used to transport material to the project site. The State will not participate in the cost of restoration of any haul roads used by the Contractor.

TEMPORARY PAVEMENT MARKINGS

Paint will not be allowed for Temporary Pavement Marking. Temporary flexible vertical markers (tabs) shall be used to mark dashed centerline and applicable lane lines.

The temporary flexible vertical markers (tabs) shall have secure covers. The Contractor will be required to remove the covers manually and properly dispose the covers. Any flexible vertical markers (tabs) that are non-reflective will be cleaned. Cleaning of flexible vertical markers (tabs) will be incidental to the contract unit price per mile for TEMPORARY PAVEMENT MARKING. Petroleum products shall not be used to clean flexible vertical markers (tabs).

All costs associated with furnishing, installing, removing covers and cleaning of the flexible vertical markers (tabs) used on this project will be incidental to the contract unit price per mile for TEMPORARY PAVEMENT MARKING.

The Contractor is allowed to use DO NOT PASS and PASS WITH CARE signs for a period of 2 weeks to mark no passing zones on roads with an average daily traffic of 2500 vehicles or less. It is estimated that 25 DO NOT PASS and 25 PASS WITH CARE signs will be required to mark the no passing zones, should the Contractor elect to use these signs.

Cost for furnishing, installing and removing the DO NOT PASS and PASS WITH CARE signs shall be incidental to the contract unit price per mile for Temporary Pavement Marking.

Flagger symbol signs (W20-7) and flaggers, or a shadow vehicle with rotating yellow lights or strobe lights, shall be positioned on the roadway shoulder in advance of workers for both directions of traffic during the installation of temporary road markers. The traffic control device used shall be moved to provide proper warning of the work operation. A ROAD WORK AHEAD (W20-1) sign, a Workers symbol sign (W21-1), or a BE PREPARED TO STOP (W3-4) warning sign shall be mounted on the rear of the shadow vehicle. The method of traffic control used by the Contractor for this work shall be approved by the Engineer.

The total length of no passing zone on this project is estimated to be 13.9 miles.

Quantities of Temporary Pavement Markings consist of:One pass for the asphalt surface treatment (segments 2-8) and one

pass for the fog seal on (segments 1-8). On divided highways the inside yellow edge lines shall be marked prior to nightfall, white edge lines shall not be marked.

Segment HwyLength of No Passing Zones

Miles

No. of No passing Zones

1 US 12 6.5 11

4 SD 10 2.6 85, 6 & 7 SD 20/45 1.7 4

8 SD 239 3.1 13Total 13.9 36

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104)

Revised 1/19/18

PERMANENT PAVEMENT MARKINGS

Traffic Control shall be incidental to the cost of application. The striper and advance or trailing warning vehicle shall be equipped with flashing amber lights or advance warning arrow panel.

All materials shall be applied as per manufacturer’s recommendations.

The Contractor shall advise the Engineer a minimum of 2 weeks prior to the application of the permanent pavement marking to allow the State to check and mark the location of no passing zones. All materials shall be applied as per manufacturer’s recommendations.

The Contractor will be required to repaint all existing pavement marking including centerline, edge line, lane lines, painted gore areas etc. This list is approximate. The Contractor will be required to inventory and mark, with appropriate colored tabs, the extent and location of the existing word messages, turn arrows, stop bars, railroad crossings, pedestrian crossings, etc. before the markings are obliterated. The Engineer will be provided a copy of the pavement marking inventory. Additional quantities are included in the estimate of quantities to paint the additional pavement marking. The cost of the tabs shall be incidental to the contract unit prices for the various items.

Permanent pavement markings shall be furnished and applied by the Contractor in accordance with section 633 of the specifications and the details in these plans. The rate of application of glass beads shall be 8 lbs per gallon of paint.

The application of permanent pavement marking paint shall not begin until 7 calendar days following application of the fog seal and shall be completed within 14 calendar days following completion of fog seal.

For each working day the application of permanent pavement marking paint remains uncompleted after the previously stated time requirements, the Contractor will be assessed liquidated damages at the rate of $250.00 per day.

The liquidated damages shall apply up to the expiration of the contract time requirement in which the permanent pavement markings are required to be completed, including any formally approved time extensions. Following the expiration of the contract time requirement in which the permanent pavement markings are required to be completed, including any formally approved time extensions, liquidated damages will be assessed in accordance with Section 8.8 of the specifications.

WATERBORNE PAVEMENT MARKING PAINT WITH HIGH GRADE POLYMER

All materials shall be applied as per manufacturer’s recommendations.

This material shall consist of a durable high build, low VOC, fast drying, waterborne traffic paint with a 100% acrylic polymer (Dow DT-400 or Dow HD-21A or equivalent). The Contractor shall provide certification that the material is one of the following products or an equivalent as approved by the Operations Traffic Engineer:

Diamond Vogel’s Waterborne High Build Polymer Marking PaintEnnis-Flint’s High Build Polymer Marking Paint

No further testing of this material will be required. Reflective media consisting of glass beads as well as bonded core reflective elements shall be adhered to the paint.

The bonded core reflective elements shall contain either clear or yellow tinted microcrystalline ceramic beads bonded to the outer surface. All microcrystalline ceramic beads bonded to reflective elements shall have a minimum index of refraction of 1.8 when tested using the liquid oil immersion method.

The Department will take retroreflectivity readings on the pavement marking lines no sooner than 3 days and no later than 30 days after the completion of all line applications required for an individual highway route using a portable retroreflectometer conforming to 30-meter geometry. Retroreflectivity readings will be taken on a test location with cleaning being limited to light hand brooming.

Pavement markings not conforming to the retroreflectivity requirements shall be removed and replaced. If replacement of markings cannot be applied within the same year, the Contractor shall schedule subject work to be completed no later than June 15th in the following year. Upon replacement, the retroreflectivity testing process will be done again requiring new readings.

The Department will randomly select one test location per mile of each edge line including ramps and one test location per mile of centerline (solid and/or skip line will be considered as one centerline). Three retroreflectivity readings will be taken at each test location. The three readings will be averaged and become the reading for that test location.

Initial readings:

Pavement Marking Color Minimum Value

White 350 mc/m2/luxYellow 275 mc/m2/lux

All pavement markings not conforming to the requirements provided in these plans will be considered deficient and shall be removed and replaced. Additional retroreflectivity readings will be taken by the Department to determine the limits of removal. The removal shall be accomplished using suitable sand blasting or grinding equipment unless the Engineer authorizes other means. The removal process shall remove at least 90% of the deficient line, with no excessive scarring of the existing pavement. The removal width shall be one inch wider all around the nominal width of the pavement marking to be removed. Removal and replacement of the pavement markings shall be at the Contractor’s expense, with no cost incurred by the State.

RATES OF MATERIALS FOR WATERBORNE PAVEMENT MARKING PAINT WITH HIGH GRADE POLYMER

Solid 4” line = 27.8 Gals/MileGlass Beads = 5.3 Lbs/Gal.Composite Reflective Elements = 2.1 Lbs/Gal.

All cost for materials, labor and equipment necessary to furnish and install the pavement markings shall be incidental to the contract unit price per gallon for “Waterborne Pavement Marking Paint with High Grade Polymer, White or Yellow”.

RETROREFLECTIVITY FOR PAVEMENT MARKING PAINT

The Department may take retroreflectivity readings on the pavement marking lines after 2 days and within 30 days of the line application using either a portable or mobile retroreflectometer that conforms to 30-meter geometry. If the Department chooses to take retroreflectivity readings, three retroreflectivity readings will be taken on each line at each test location. The three readings will be averaged and become the reading for that test location.

If the Department chooses to take retroreflectivity readings, three readings will be taken on the edge lines and lane lines in the direction of application. For combination solid yellow and skip yellow lines for turn lanes and for centerline markings on two-way roadways, three readings will be taken in one direction, the reflectometer will be turned 180 degrees and three more readings will be taken. The six readings for the centerline markings will be averaged and become the test reading for that test location.

If the Department chooses to take readings, the minimum retroreflectivity values shall be 275 mc/m2/lux for white and 170 mc/m2/lux for yellow.

PAVEMENT MARKING MASKING

Immediately prior to sealing, durable markings shall be covered with an approved pavement marking masking. All cost for furnishing, installing, removing, and disposing of masking shall be incidental to the various contract unit prices for Pavement Marking Masking.

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104) 11 22

Revised 1/118/18

Mileage 3.910

MRM 283.88 + 0.000

Sta 0+00.00

Begin Segment 3 US 12 W

Mileage 8.359

MRM 288.34 + 0.000

Sta 233+62.22

End Segment 3 US 12W

Mileage 8.405

MRM 288.34 + 0.000

Sta 234+62.54

End Segment 2 US 12E

Mileage 3.937

MRM 283.88 + 0.000

Sta 0+00.00

Begin Segment 2 US 12 E

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


trab1nt01

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NH-P 0011(104)

Mileage 179.024

MRM 263.85 + 0.004

Sta 0+00

Begin Segment 1 US 12

Mileage 199.256

MRM 283.88 + 0.000

Sta 1064+60.64

End Segment 1 US 12

23

10 11

131415

19 20 21 22 23 24

2526272829 30 29 28 27

S.

D.R. A.

(BN)

ABERDEEN

234

12

12

133 ST

134 ST

135 ST

18 16

POP. 26,091

INSET B

4 1

121110987

18 17 16 15 14

1920 21

121110

1415 13

242322

27

987

161718

212019

282930

121110

131415

2423

2526

3534

98

1617

20

29

3332

SD (BN)

IPSWICH

45

12

FA

45

135 ST

133 ST

132 ST

131 ST

POP. 954

RECREATION

AREA

MINA LAKE

MINA

5

5

555

5555

5 5

5

5 55

5

5

2

5

Ed

munds C

ounty

Bro

wn C

ounty

T 1

23 N

R 68 W R 67 W R 66 WR 65 W R 64 W

W20-1

AHEAD

WORK

ROAD

W20-1

AHEAD

WORK

ROAD

to keep current with work activities.

AHEAD shall be moved as necessary

as directed by the Engineer. ROAD WORK

shall be placed on intersecting roadways

mounted on portable supports and

W20-1 ROAD WORK AHEAD signs shall be

G20-1

NEXT 25 MILES

ROAD WORK

ROAD WORK

END

W8-7

GRAVEL

LOOSE

40

G20-1

NEXT 20 MILES

ROAD WORK

2 34

1

1

1

4

4

G20-1

NEXT 5 MILES

ROAD WORK

3

Segments 1,2 & 3

FIXED LOCATION GROUND MOUNTED BREAKAWAY SIGNS

G20-2

MPH

12 22

Mileage 108.572

MRM 304.16+0.000

Sta 413+10.72

End Segment 4 SD 10

1

4

4

5

5

Segment 4FIXED LOCATION GROUND MOUNTED BREAKAWAY SIGNS

21 22 23 24

2526272829

32 33 34 35 36

5 4 3 2 1 6

31

30

19

HOUGHTON

10 37

37

20

37 55

5

5

5

W20-1

AHEAD

WORK

ROAD

W20-1

AHEAD

WORK

ROAD







ROAD WORK

END

W8-7

GRAVEL

LOOSE

40

2 34

1

G20-1

NEXT 8 MILES

ROAD WORK

1

G20-1

NEXT 2 MILES

ROAD WORK

G20-1

NEXT 6 MILES

ROAD WORK

3

G20-2

MPH

SD 10 (Brown County)

Mileage 100.748

MRM 296.00+0.268

Sta 0+00.00


STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104)

2

R 61 W R 60 W

T 126

N

T 127

N

13 22

Mileage 242.624

MRM 294.77+0.000

Sta 0+00.00


Mileage 244.627

MRM 296.77+0.000

Sta 105+75.84

End Segment 5 SD 20

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


trab1nt01

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NH-P 0011(104)

Segment 5, 6, & 7

FIXED LOCATION GROUND MOUNTED BREAKAWAY SIGNS

Mileage 112.411

MRM 159.32+0.000

Sta 0+00.00


Mileage 112.541

MRM 159.32+0.130

Sta 6+86.40

End Segment 6 SD 45

Mileage 104.045

MRM 148.69+0.155

Sta 0+00.00


Mileage 112.411

MRM 157.34+0.000

Sta. 441+72.48

End Segment 7 SD 45

2423

26

35

2221

28

3433

2019

30 29

3231

2423

25

35 36

22

27

34

12

1211

1314

2423

2526

3635

34

109

1516

2221

2728

3433

56

8

17

2019

2930

3231

12

11

14

2423

2526

3635

3

10

15

22

27

34

12

12

1314

34

9

15

56

87

123

10

FAS

FA

SF

AS

FAS

FAS

20

45

20

20

212

FAULKTON

WECOTA

POP. 736 5

5

5

5

5

5

5

5

5

3

SD 45 & SD 20 (Faulk County)

W20-1

AHEAD

WORK

ROAD

W20-1

AHEAD

WORK

ROAD







G20-1

NEXT 11 MILES

ROAD WORK

ROAD WORK

END

W8-7

GRAVEL

LOOSE

40

2 34

1

G20-1

NEXT 9 MILES

ROAD WORK

1

1

4

4

G20-1

NEXT 2 MILES

ROAD WORK

2

MPH

G20-2

14 22

Mileage 7.312

MRM 195.33+0.000

Sta 386+49.60

End Segment 8 SD 239

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104)

10 45

Mileage 0.000

MRM 187.99+0.000

Sta 0+00.00

Begin Segment SD 239

36 33

456

7 8 9

161718

20 21

282930

31

1

12

13

25

36

1

12

45

7 9

LONG LAKE

239

33

POP. 31

33

3

3

3

Segment 8

W20-1

AHEAD

WORK

ROAD

W20-1

AHEAD

WORK

ROAD







ROAD WORK

END

W8-7

GRAVEL

LOOSE

40

21

G20-1

NEXT 7 MILES

ROAD WORK

2

21

1

MPH

G20-2

R 69 WR 70 W

T 126

N

T 127

NT 128

N

15 22

36’

4’

4’

Center Line Skip (Typical)

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

5’

Centerline

Centerline

4’

5’

5’

4"

or soild lane lines.

No Passing Zone,

(Optional)

Truck-Mounted Attenuator

*

WO

RK

ER

S

Maxim

um

1000

Ft

2 MILES

NEXT

(Optional)

Truck-Mounted Attenuator

2 MILES

NEXT

2

Miles

Maxim

um

*

Vehicle

Shadow

Vehicle

Shadow

lights.

of 2 activated flashing or yellow

mounted on it along with a minimum

shall have a Workers symbol sign

for the shadow vehicle. The trailer

by the Engineer may be substituted

A trailer or other device approved

4’

GUIDES FOR TRAFFIC CONTROL DEVICES TEMPORARY FLEXIBLE VERTICAL MARKER (TAB) INSTALLATION

APPLICATION OF TEMPORARY FLEXIBLE VERTICAL MARKERS (TABS)GUIDES FOR TRAFFIC CONTROL DEVICES

Flashing Caution Mode

Arrow Board

than 1000 Ft from the workers.

Vehicle shall be located no further

1 Shadow Vehicle is required. Shadow

For a Divided Highway segment, only

Mile work area.

Markings shall be confined to a 2

Installation of Temporary Pavement

Flashing Caution Mode

Arrow Board

16 22

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104) 17 22

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104)

18 22

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104) 19 22

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104)

CONVENTIONAL ROAD SIGNCODE SIGN DESCRIPTION NUMBER SIGN SIZE SQFT

PER SIGN SQFT0.000001

R4-7c (Narrow) KEEP RIGHT (symbol) 20 18'' x 30'' 3.8 76.0W4-2 LEFT or RIGHT LANE ENDS (symbol) 4 48'' x 48'' 16.0 64.0W8-6 TRUCK CROSSING 2 48'' x 48'' 16.0 32.0W8-7 LOOSE GRAVEL 17 48'' x 48'' 16.0 272.0

W13-1P ADVISORY SPEED (plaque) 17 30'' x 30'' 6.3 107.1W20-1 ROAD WORK AHEAD 8 48'' x 48'' 16.0 128.0W20-4 ONE LANE ROAD AHEAD 4 48'' x 48'' 16.0 64.0W20-5 LEFT or RIGHT LANE CLOSED AHEAD 4 48'' x 48'' 16.0 64.0W20-7 FLAGGER (symbol) 4 48'' x 48'' 16.0 64.0G20-1 ROAD WORK NEXT 25 MILES 2 36'' x 18'' 4.5 9.0G20-1 ROAD WORK NEXT 5 MILES 1 36'' x 18'' 4.5 4.5G20-1 ROAD WORK NEXT 20 MILES 1 36'' x 18'' 4.5 4.5G20-2 END ROAD WORK 2 36'' x 18'' 4.5 9.0 0.000001

CONVENTIONAL ROADTRAFFIC CONTROL SIGNS SQFT 898.1

1

ARROW BOARDS ITEM DESCRIPTION QUANTITY

Type C Advance Warning Arrow Board 2 Each



W8-6 TRUCK CROSSING 2 48'' x 48'' 16.0 32.0W8-7 LOOSE GRAVEL 6 48'' x 48'' 16.0 96.0

W13-1P ADVISORY SPEED (plaque) 6 30'' x 30'' 6.3 37.8W20-1 ROAD WORK AHEAD 6 48'' x 48'' 16.0 96.0W20-4 ONE LANE ROAD AHEAD 4 48'' x 48'' 16.0 64.0W20-7 FLAGGER (symbol) 4 48'' x 48'' 16.0 64.0G20-1 ROAD WORK NEXT 8 MILES 2 36'' x 18'' 4.5 9.0G20-1 ROAD WORK NEXT 6 MILES 1 36'' x 18'' 4.5 4.5G20-1 ROAD WORK NEXT 2 MILES 1 36'' x 18'' 4.5 4.5G20-2 END ROAD WORK 2 36'' x 18'' 4.5 9.0 0.000001


1




W13-1P ADVISORY SPEED (plaque) 8 30'' x 30'' 6.3 50.4W20-1 ROAD WORK AHEAD 6 48'' x 48'' 16.0 96.0W20-4 ONE LANE ROAD AHEAD 4 48'' x 48'' 16.0 64.0W20-7 FLAGGER (symbol) 4 48'' x 48'' 16.0 64.0G20-1 ROAD WORK NEXT 11 MILES 2 36'' x 18'' 4.5 9.0G20-1 ROAD WORK NEXT 9 MILES 1 36'' x 18'' 4.5 4.5G20-1 ROAD WORK NEXT 2 MILES 1 36'' x 18'' 4.5 4.5G20-2 END ROAD WORK 2 36'' x 18'' 4.5 9.0 0.000001


1




W13-1P ADVISORY SPEED (plaque) 4 30'' x 30'' 6.3 25.2W20-1 ROAD WORK AHEAD 2 48'' x 48'' 16.0 32.0W20-4 ONE LANE ROAD AHEAD 4 48'' x 48'' 16.0 64.0W20-7 FLAGGER (symbol) 4 48'' x 48'' 16.0 64.0G20-1 ROAD WORK NEXT 7 MILES 6 36'' x 18'' 4.5 27.0G20-2 END ROAD WORK 2 36'' x 18'' 4.5 9.0 0.000001


1

ITEMIZED LIST FOR TRAFFIC CONTROL SEGMENTS 1, 2, and 3

ITEMIZED LIST FOR TRAFFIC CONTROL SEGMENTS 5, 6, and 7

ITEMIZED LIST FOR TRAFFIC CONTROL SEGMENT 8ITEMIZED LIST FOR TRAFFIC CONTROL SEGMENT 4

20 22

FURNISHING AND APPLYING PAVEMENT MARKING PAINT

KEY ITEM

4" White

4" Yellow

4

W

4

Y

12’12’

10’

30’

4

Y

ME

DIA

N

SH

OU

LD

ER

ME

DIA

N

SH

OU

LD

ER

11’-8"

DIS

TA

NC

E F

OR

CA

R

Y

ZO

NE

OF

LI

MIT

ED

SIG

HT

DIS

TA

NC

E F

OR

CA

R

X

ZO

NE

OF

LI

MIT

ED

SIG

HT

Car

Y

NO

PA

SSIN

G

ZO

NE

LIN

E

NO

PA

SSIN

G

ZO

NE

LIN

E

Car

X

4

Y

4

Y

11’-8"

2"

2"

UNDIVIDED ROADWAYTWO LANE

4

W

4

W

4

Y4

Y

4

W

4

W2"

2"

with flashing amber lights or advance warning arrow panel.

striper and advance or trailing warning vehicle shall be equipped

6. Traffic Control shall be incidental to the cost of application. The

be used as the beginning and ending NO PASSING ZONE lines.

signs and the ending post in fence lines, if present, shall not

the beginning and end of all no passing zones. NO PASSING ZONE

in the field by the Engineer. A dash of white paint will mark

5. Exact location of the NO PASSING ZONE lines will be determined

entire length of the project.

4. The typical pavement markings shall be applied throughout the

the Specifications.

payment shall conform to the requirements of Section 633 of

2. Construction requirements, methods of measurement, and basis of

Section 980 and 981 of the Specifications.

applied by the Contractor. Material shall meet the requirements of

1. The pavement marking paint and glass beads will be furnished and

12’12’

11’-8"11’-2"

10’

30’

2"

4

W

ME

DIA

N

SH

OU

LD

ER

OU

TSID

E S

HO

UL

DE

R

(ONE DIRECTION SHOWN)DIVIDED ROADWAY

4

Y

Composite Reflective Elements = 2.1 Lbs/Gal

Glass Beads = 5.3 Lbs/Gal

27.8 Gallons/Pass-Mile

Yellow Solid 4" Line

Waterborne Pavement Marking Paint With High Grade Polymer

(Solid Line)


4" Yellow Edgeline

(Solid Line)


4" White Edgeline


Dashed White Centerline


Dashed Yellow Centerline

Waterborne Pavement Marking Paint

3. The approximate paint application rates shall be as follows:

21 22

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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NH-P 0011(104)

Revised 1/118/18

(Ty

p.)

7"

B B

A

A

SECTION A-A

IN ASPHALT CONCRETE

TYPICAL RUMBLE STRIPE

PLAN VIEW

a b c d eabcd b c d e d c b a

14"

ee

Surface

Pavement

Location

a �

b �

c �

d �

e �

GENERAL NOTES:

Marking

Pavement

4"

CL

SINUSOIDAL GRINDING

(In.)

Depth

CL

PLAN VIEW

CL

(Typ.)

ShoulderVIEW B-B

4" 4"

20"

(Ty

p.)

14"

(Ty

p.)

1�

"

aa

4" 4"

Marking

Pavement

Concrete

Asphalt

(Typ.)

Radius

End

(Typ.)

Radius

Begin

Intersecting Road

Intersecting Road

Rumble Stripe

Centerline

Rumble Stripe

Centerline

Rumble Stripe

Centerline

ASPHALT CONCRETE

RUMBLE STRIPE IN

PERSPECTIVE OF TYPICAL

(Typ.)

Radius

Begin

(Typ.)

Radius

End

e

(Typ.)

1�"

"Grind Sinusoidal Centerline Rumble Stripe in Asphalt Concrete".

rumble stripe shall be at the contract unit price per mile for

rumble stripe at intersecting roads. Payment for constructing the

payment of the rumble stripe shall include segments without the

on both sides of the centerline as one length. Measurement and

of a mile along the centerline and shall include the rumble stripe

Measurement of the rumble stripe shall be to the nearest 0.1

shall be + � inch.

The sinusoidal rumble stripe construction grinding tolerance

method of constructing the rumble stripe.

shall submit to the Engineer, for approval, the proposed

Prior to constructing the rumble stripe the Contractor

roads shall be adjusted as approved by the Engineer.

roads. The lengths of the rumble stripe at the intersecting

A rumble stripe shall not be constructed through intersecting

as specified in the plans.

stripe shall receive a flush seal or asphalt surface treatment

sinusoidal indentations in the asphalt concrete. The rumble

A rumble stripe shall be constructed by grinding continuous

a

CL

20"

2"2"8" 8"

FULL RATE FOG SEAL CSS-1H

CL

2"2"8" 8" 12"12"

CL

2"2"8" 8" 6"6" 12"12"

CL

VARIABLE VARIABLE

VARIABLE VARIABLE

14.76’ 14.76’

14.26’ 14.26’

CC

C

C

C

C

VIEW C-C

CRS-2PCHIPS

CSS-1H

FULL RATE FOG SEAL CSS-1H

CL

2"2"8" 8"

CL

2"2"8" 8" 6"6"

CL

VARIABLE

DD

D

D

D

D

VIEW D-D

CRS-2PCHIPS

CSS-1H

Sta. 667+55.04 to Sta. 781+59.84

Segment 1 Segment 1

Sta. 0+00.00 to Sta. 628+16.16

Sta. 781+59.84 to Sta. 1064+60.64

Sta. 628+16.16 to Sta. 667+55.04

(STANDARD SHOULDER RUMBLE STRIPES)FULL RATE CHIPS

(STANDARD SHOULDER RUMBLE STRIPES)FULL RATE OIL CRS-2P

(WITH SIGNUSOIDAL SHOULDER RUMBLE STRIPES)FULL RATE OIL CRS-2P

(WITH SIGNUSOIDAL SHOULDER RUMBLE STRIPES)FULL RATE CHIPS

NEAR CENTERLINE RUMBLE STRIPSASPHALT SURFACE TREATMENT

NEAR CENTERLINE RUMBLE STRIPSASPHALT SURFACE TREATMENT

Segment 1

IN ASPHALT CONCRETEINPLACE SINUSOIDAL CENTERLINE RUMBLE STRIPE

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA


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Centerline

Ru

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Stripe

AC

Detail.dgn

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NH-P 0011(104)

VARIABLE

42.5’

VARIABLE

VARIABLE

VARIABLE

22 22

Revised 1/118/18

Documents

Brown, Edmunds, Faulk, & McPherson Counties523 682 65 m.p.h. 81 10.4% 22.8% sd 10 41310.72 7.824 0.00 0.000 41310.72 sd 10 r 61 w r 60 w t 1 2 6 n t 1 2 7 n 2 22. 23 ... 601.92 86.50