index of sheets project p 0021(172) sheet 1apps.sd.gov/hc65c2c/ebs/lettings/electronicplans/... ·...

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12/26/2019Plotting Date:

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

M I N E R

281

281

M c C O O KH A N S O N

H U T C H I N S O N

B U F F A L O J E R A U L D

SANBORN

B R U L E

A U R O R A

D A V I S O N

D O U G L A S

G R E G O R Y

CHARLES

MIX

N

A

M

Y

L

34

38

38

42

25

37

262

34 34

37

224

45

45

44

50

50

46

50

50

1 806

1 804

47

43

44

203

258

42

251

1 804

42

1 806

1 8

81

1

1 8

1 8

1

28

28

90

90

9090

90L East F

ork

MIS

SO

URI

RIV

ER

James

River

Carthage

Artesian

Fedora Roswell

Vilas

SALEM

CanovaEpiphany

FultonFarmer

Emery

PARKSTON

Ethan

Dimock

Milltown

Bridgewater

Clayton

Montrose

Unityville

Canistota

Stanley

Corner

Spencer

LaneWOONSOCKET

Forestburg

VALLEY

GANN

Alpena

SPRINGS

WESSINGTON

Oacoma

Pukwana

Kimball

CHAMBERLAIN

Dallas

Herrick St. Charles

Bonesteel

Fairfax

Gregory

BURKE

Lucas

Joubert

HollandNew

Harrison

Corsica

Stickney

CenterAurora

Platte

Academy

Bovee

Geddes Delmont

ARMOUR

WagnerPickstown

VernonMount

MITCHELL

Shelby

Storla

Cuthbert

Letcher

Loomis

Ravinia

PLANKINTON

ALEXANDRIA

MITCHELL

AREA

3745

Thompson

Fort

Big

Bend

Dam

47

47

Reliance

Iona

Dixon

47

37

CornerLee's

LAKE

ANDES

River

Vermillio

n

Ver

millio

n

River

90L

90P

LakeWhite

N E B R A S K A

47

GREGORY

MIX

CHARLES

BUFFALO

KINGSBURYBROOKINGS

JERAULDSANBORN

MINER LAKE MOODY

MINNEHAHAMcCOOKHANSONDAVISON

AURORABRULE

DOUGLASLINCOLN

TURNERHUTCHINSON

BON

HOMME

YANKTONCLAY UNION

LAWRENCE

BUTTE

HARDINGPERKINS CORSON

MEADE

PENNINGTON

CUSTER

FALL RIVER

CAMPBELL McPHERSON BROWN MARSHALL ROBERTS

ZIEBACH DEWEY

WALWORTH

POTTER

SULLY

EDMUNDS

FAULK

HYDE HAND

SPINK

DAY

GRANT

CODINGTONCLARK

DEUEL

HAMLIN

BENNETT

JACKSON

HAAKON

STANLEY

TODD

MELLETTE

BEADLE

JONES

TRIPP

HUGHES

LYMAN

OGLALA LAKOTA

Dam

Ft. Randall

INDEX OF SHEETS

STATE OF SOUTH DAKOTA

PLANS FOR PROPOSED

DEPARTMENT OF TRANSPORTATION

PROJECT

West F

ork

STORM WATER PERMIT

(None required)

SD42

Traffic Control

Pavement Marking

Plan Notes

of Additional Quantities

Rates of Materials and Table

Environmental Commitments

Estimate of Quantities

Layout Maps

Title Sheet

Sheets 16 - 22

Sheets 14 & 15

Sheets 11 - 13

Sheets 8 - 10

Sheet 7

Sheets 5 & 6

Sheets 2 - 4

Sheet 1

SD34

SD50

PCN 06YY

ASPHALT SURFACE TREATMENT

BUFFALO & McCOOK COUNTIES

SD HIGHWAYS 34, 42 & 50

PROJECT P 0021(172)

P 0021(172) 1 22

11March 18, 2020

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DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

34

45

34

4 33

2 6 5 41

9 910 1011 12 8

16 15 1514 13 17

2121

2222

23 24 20

2526272829

28

5

8

17

20

2930

19

18

7

12

1211

1413

2423

26 25

3

10

15

22

27

Crow

Creek

Elm

Creek

229 ST

230 ST

231 ST

361

AV

E359

AV

E

358

AV

E

357

AV

E

356

AV

E

355

AV

E

354

AV

E

353

AV

E

352

AV

E

351

AV

E

349

AV

E

C R O W C R E E K

R E S E R V A T I O NI N D I A N

350

AV

E

227 ST

6

7

16

18

19

2730

NET LENGTH: 8.357 MILES

BRIDGE & APPROACH/SLEEPER SLABS LENGTH: 0.097 MILE

GROSS LENGTH: 8.454 MILES


BUFFALO COUNTY

SD HIGHWAY 34

78+02

130+89

237+52

289+63

341+85

394+50

25+56 END SD34

(65' W of C Jct SD45)

MILEAGE 241.870

MRM 291.15 +0.664

STA. 446+36

L

BEGIN SD34

(2556' W of 352nd Ave)

MILEAGE 233.412

MRM 283.00 +0.312

STA. 0+00

ADT (2018) 466

R 70 W

T 1

07 N

R 69 W R 68 W

GANN

VALLEY

BO

UN

DA

RY

RESERVATIONINDIANCREEKCROWORIGINAL

STRUCTURE 09-208-080

264'-6" = 0.050 Mile

2@22'=44'

Two Approach/Sleeper Slabs

220'-6"

Continuous Concrete Bridge

MRM 283.65

Sta. 13+07.75 to Sta. 15+72.25


249'-0" = 0.047 Mile

2@20'=40'

Two Approach Slabs

209'-0"


MRM 291.15

Sta. 408+99 to Sta. 411+48

184+39

P 0021(172) 2 22

2 1

11 12

1314

23 24

2526

35 36

6 5 4 3 1

7 8 9 10 11 12

13141617

20 21 22 23 24

252627282930

31 32 33 34 35 36

6 5 4 3 2 1

7 8 9 10 11 12

131415161718

19 20 21 2223

24

252627282930

31 32 33 34 35 36

363231

36353332313635

81

442

AV

E

443

AV

E

444

AV

E

445

AV

E

447

AV

E

448

AV

E

449

AV

E

450

AV

E

453

AV

E

454

AV

E

262 ST

263 ST

264 ST

266 ST

267 ST

268 ST

19

POP. 656

42

42

SP

3

5

2

5

4

River

River

East

Vermillion

Lake

million

erV

West

Fork

East

Fork

million

Ver

T 1

01 N

R 53 WR 54 W

42

81

34

3334

2

1518

451

AV

E

452

AV

E

446

AV

E

CANISTOTA

STANLEY

CORNER

RUMPUS

RIDGE

51+95

104+84

157+82

210+77

263+55

316+47

369+44

419+28

472+10

524+99

577+99





McCOOK COUNTY

SD HIGHWAY 42

BEGIN SD42

of Centerline Jct US81)

(At End Concrete 120' E

MILEAGE 37.117

MRM 333.05 +0.030

STA. 0+00

END SD42

Jct 453rd Avenue)

(285' W of Centerline

MILEAGE 49.015

MRM 344.18 +0.818

STA. 627+90

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DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

ADT (2018) 1,950

R 55 W

STRUCTURE 44-128-210STRUCTURE 44-222-210

114'-4" = 0.022 Mile

2@5'=10'


104'-4"


MRM 344.18

Sta. 584+63.68 to Sta. 585+78.01

106'-5" = 0.020 Mile

2@4'=8'


98'-5"


MRM 334.77

Sta. 87+98.26 to Sta. 89+04.76

P 0021(172) 3 22

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DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

34

50

50

34

22

27

3433

28

21

17

20

29

32

19

1813

2423

3635

15

22

34

28

33

161718

19 20

29

13

3

15

34

45

1617

2120

28

32 3331

30

19

61

25

2

14

23

26

3534

27

3

C R E E K

I N D I A N

229 ST

230 ST

231 ST

232 ST

233 ST

234 ST

235 ST

236 ST

237 ST

238 ST

343

AV

E

344

AV

E

345

AV

E

346

AV

E

347

AV

E

348

AV

E

349

AV

E

339

AV

E

340

AV

E

342

AV

E

7

A

2

3

3

6

6

4

10

18

12

16

8

5

45

13

2

CrowCreek

Wolf

Creek

BedashoshaLake

LAKE

FRANCIS

CASE

C R O W

T 1

06 N

T 1

07 N

R 71 W

R E S E R V A T I O N

B U F F A L O

C O U N T Y

FORT

THOMPSON

CORNER

LEE'S

C

O

U

N

T

Y

Y

M

A

N

L

51+80

107+84

Creek

Ca

mpbell

341

AV

E

B U F F A L O C O U N T Y

R 71 W R 70 WB R U L E C O U N T Y

R 70 W

161+88

214+46

279+59

338+31

385+58





BUFFALO COUNTY

SD HIGHWAY 50

1813

24CROW

CREEK

7 8 9 1011

1210

30

31

252627

14

BEGIN SD50

L(30' S of Jct C SD34)

MILEAGE 0.006

MRM 211.77 +0.006

STA. 0+00

END SD50

(45' N of County Line)

MILEAGE 10.454

MRM 222.00 +0.256

STA. 551+96

ADT (2018) 643


210'-9" = 0.040 Mile

1@5'=5'

One Approach Slab

205'-9"

Continuous I-Beam Bridge

MRM 217.97

Sta. 324+10.63 to Sta. 326+21.38


312' = 0.059 Mile

2@22'=44'


268'

Comp. Steel Girder Bridge

MRM 219.03

Sta. 379+36 to Sta. 382+48

P 0021(172) 4 22

ESTIMATE OF QUANTITIES

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

STATE OF SOUTH

DAKOTA SINGLE PRJ TEXT SIZE

MULTIPLE PRJ TEXT SIZE

SHEET

F12 F__

TOTAL SHEETS

PROJECT

P 0021(172) 5 22

ESTIMATE OF QUANTITIES (FOR INFORMATION ONLY)

STATE OF SOUTH



SHEET

F13 F__

TOTAL SHEETS

PROJECT

SD34 SD42 SD50

BID Buffalo McCook Buffalo

ITEM

NUMBER ITEM

009E0010 Mobilization Lump Sum

330E0300 SS-1h or CSS-1h Asphalt for Fog Seal 41.4 79.9 62.4 183.7 Ton

330E3000 Sand for Fog Seal 10.0 10.0 10.0 30.0 Ton

360E0042 CRS-2P Asphalt for Surface Treatment 204.7 383.8 307.7 896.2 Ton

360E1040 Type 2B Cover Aggregate SD34 1,428.7 ---- ---- 1,428.7 Ton

360E1040 Type 2B Cover Aggregate SD42 ---- 2,758.2 ---- 2,758.2 Ton

360E1040 Type 2B Cover Aggregate SD50 ---- ---- 2,152.3 2,152.3 Ton

633E1300 Pavement Marking Paint, White 757 530 472 1,759 Gal

633E1305 Pavement Marking Paint, Yellow 129 134 221 484 Gal

633E6040 Pavement Marking Masking, Message 6 ---- ---- 6 Word

634E0010 Flagging 300 435 385 1,120 Hour

634E0020 Pilot Car 50 70 60 180 Hour

634E0110 Traffic Control Signs 267.2 388.4 311.8 967.4 SqFt

634E0120 Traffic Control, Miscellaneous Lump Sum

634E0630 Temporary Pavement Marking 16.8 23.8 20.8 61.4 Mile

◄────────── LUMP SUM ──────────►

QUANTITY

TOTAL

◄────────── LUMP SUM ──────────►

P 0021(172) 6 22

ENVIRONMENTAL COMMITMENTS

STATE OF SOUTH



SHEET

F14 F__

TOTAL SHEETS

PROJECT

ENVIRONMENTAL COMMITMENTS The SDDOT is committed to protecting the environment and uses Environmental Commitments as a communication tool for the Engineer and Contractor to ensure that attention is given to avoid, minimize, and/or mitigate an environmental impact. Environmental commitments to various agencies and the public have been made to secure approval of this project. An agency with permitting authority can delay a project if identified 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. Additional guidance on SDDOT’s Environmental Commitments can be accessed through the Environmental Procedures Manual found at: https://dot.sd.gov/media/documents/EnvironmentalProceduresManual.pdf For questions regarding change orders in the field that may have an effect on an Environmental Commitment, the Project Engineer will contact the Environmental Office at 605-773-3098 or 605-773-4336 to determine whether an environmental analysis and/or resource agency coordination is necessary. 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 pits, or staging areas associated with the project, cease construction activities in the affected area until the Whooping Crane departs and immediately 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. Action Taken/Required: 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 will furnish a site(s) for the disposal of construction and/or demolition debris generated by this project. Action Taken/Required: Construction and/or demolition debris may not be disposed of within the Public ROW. The waste disposal site(s) will 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) will 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 Environmental Office and the Project Engineer. If the waste disposal site(s) is located such that it is within view of any ROW, the following additional requirements will apply: 1. Construction and/or demolition debris consisting of concrete, asphalt

concrete, or other similar materials will be buried in a trench completely separate from wood debris. The final cover over the construction and/or demolition debris will consist of a minimum of 1 foot of soil capable of supporting vegetation. Waste disposal sites provided outside of the Public ROW will be seeded in accordance with Natural Resources Conservation Service recommendations. The seeding recommendations may be obtained through the appropriate County NRCS Office. The Contractor will control the access to waste disposal sites not within the Public ROW with 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 will 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) will be incidental to the various contract items.

COMMITMENT 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. Action Taken/Required: All earth disturbing activities not designated within the plans require a cultural resource review prior to scheduling the pre-construction meeting. 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 will arrange and pay for a record search and when necessary, a cultural resource survey. 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 if the site was previously surveyed; however, a cultural resources survey may need to be conducted by a qualified archaeologist. The Contractor will provide ARC with the following: a topographical map or aerial view of 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 will submit the cultural resources survey report to SDDOT Environmental Office, 700 East Broadway Avenue, Pierre, SD 57501-2586. 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. In the event of an inadvertent discovery of human remains, funerary objects, or if evidence of cultural resources is identified during project construction activities, then such activities will immediately cease, and the Project Engineer will be immediately notified. The Project Engineer will contact the SDDOT Environmental Office 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 will not utilize a site known or suspected of having contaminated soil or water. The Contractor will provide the required permits and clearances to the Project Engineer at the preconstruction meeting.

P 0021(172) 7 22

RATES OF MATERIALS AND TABLE OF ADDITIONAL QUANTITIES

STATE OF SOUTH



SHEET

F15 F__

TOTAL SHEETS

PROJECT

SD34 Mainline 0+00 to 13+08 0.248 miles 15+72 to 20+07 0.083 miles 397+29 to 408+99 0.222 miles 411+48 to 415+14 0.069 miles 0.622 miles CRS-2P Asphalt for Surface Treatment at the rate of 22.14 tons/mile applied 24 feet wide (Rate = 0.37 gallon per square yard). Type 2B Cover Aggregate at the rate of 154.88 tons/mile applied 24 feet wide (Rate = 22 pounds per square yard). SS-1h or CSS-1h Asphalt for Fog Seal at the rate of 4.49 tons/mile applied 24 feet wide (Rate = 0.075 gallons per square yard). Mainline 20+07 to 397+29 7.144 miles 415+14 to 446+36 0.591 miles 7.735 miles CRS-2P Asphalt for Surface Treatment at the rate of 23.99 tons/mile applied 26 feet wide (Rate = 0.37 gallon per square yard). Type 2B Cover Aggregate at the rate of 167.79 tons/mile applied 26 feet wide (Rate = 22 pounds per square yard). SS-1h or CSS-1h Asphalt for Fog Seal at the rate of 4.86 tons/mile applied 26 feet wide (Rate = 0.075 gallons per square yard). Shoulders 0+00 to 13+08 0.248 miles 15+72 to 18+50 0.053 miles 397+81 to 408+99 0.212 miles 411+48 to 414+76 0.062 miles 0.575 miles CRS-2P Asphalt for Surface Treatment at the rate of 8.98 tons/mile applied 9 feet wide (4.5 feet each shoulder) (Rate = 0.40 gallon per square yard). Type 2B Cover Aggregate at the rate of 58.08 tons/mile applied 9 feet wide (4.5 feet each shoulder) (Rate = 22 pounds per square yard). SS-1h or CSS-1h Asphalt for Fog Seal at the rate of 1.68 tons/mile applied 9 feet wide (4.5 feet each shoulder) (Rate = 0.075 gallons per square yard).

SD34 TABLE OF ADDITIONAL QUANTITIES CRS-2P ASPHALT TYPE 2B CSS-1h SURFACE COVER ASPH. FOR TREATMENT AGGREGATE FOG SEAL LOCATION TON TON TON

SD34

Sta. 18+50 to 20+07 R 48 SqYd 0.08 0.53 0.02

Shoulder Transition

Rates = 0.40 gal, 22 lb & 0.075 gal/SqYd

Sta. 18+50 to 20+07 Lt 48 SqYd 0.08 0.53 0.02

Shoulder Transition


SD34 Total Additional Quantities 0.16 1.06 0.04

SUMMARY OF CRS-2P, TYPE 2B COVER AGGREGATE AND CSS-1h

Miles CRS-2P Type 2B CSS-1h

Mainline 0.622 13.77 96.34 2.79

Mainline 7.735 185.56 1297.86 37.59

Shoulders 0.575 5.16 33.40 0.97

Additional Quantities 0.16 1.06 0.04

Total Tons SD34 204.65 1428.66 41.39

P 0021(172) 8 22

RATES OF MATERIALS AND TABLE OF ADDITIONAL QUANTITIES (CONTINUED)

STATE OF SOUTH



SHEET

F16 F__

TOTAL SHEETS

PROJECT

SD42 Mainline 0+00 to 87+98 1.666 miles 89+05 to 584+64 9.386 miles 585+78 to 627+90 0.798 miles 11.850 miles CRS-2P Asphalt for Surface Treatment at the rate of 20.35 tons applied 24 feet wide (Rate = 0.34 gallon per square yard). Type 2B Cover Aggregate at the rate of 154.88 tons applied 24 feet wide (Rate = 22 pounds per square yard). SS-1h or CSS-1h Asphalt for Fog Seal at the rate of 4.49 tons applied 24 feet wide (Rate = 0.075 gallons per square yard). Shoulders 0+00 to 87+98 1.666 miles 89+05 to 584+64 9.386 miles 585+78 to 627+90 0.798 miles 11.850 miles CRS-2P Asphalt for Surface Treatment at the rate of 11.97 tons applied 12 feet wide (6 feet each shoulder) (Rate = 0.40 gallon per square yard). Type 2B Cover Aggregate at the rate of 77.44 tons applied 12 feet wide (6 feet each shoulder) (Rate = 22 pounds per square yard). SS-1h or CSS-1h Asphalt for Fog Seal at the rate of 2.24 tons applied 12 feet wide (6 feet each shoulder) (Rate = 0.075 gallons per square yard).


SD42

Sta. 316+47 R 173 SqYd 0.29 1.90 0.06

Intersecting Road & Radii – 447 Ave

(Marion Road)


Sta. 524+99 R 131 SqYd 0.22 1.44 0.04


(Monroe Road)


Sta. 524+99 L 172 SqYd 0.29 1.89 0.05


(Montrose Road)





Mainline 11.850 241.15 1835.33 53.21

Shoulders 11.850 141.84 917.66 26.54


Total Tons SD42 383.79 2758.22 79.90

P 0021(172) 9 22

RATES OF MATERIALS AND TABLE OF ADDITIONAL QUANTITIES (CONTINUED)

STATE OF SOUTH



SHEET

F17 F__

TOTAL SHEETS

PROJECT

SD50 Mainline 0+00 to 324+11 6.138 miles 326+21 to 379+36 1.007 miles 382+48 to 551+96 3.210 miles 10.355 miles CRS-2P Asphalt for Surface Treatment at the rate of 21.54 tons applied 24 feet wide (Rate = 0.36 gallon per square yard). Type 2B Cover Aggregate at the rate of 154.88 tons applied 24 feet wide (Rate = 22 pounds per square yard). SS-1h or CSS-1h Asphalt for Fog Seal at the rate of 4.49 tons applied 24 feet wide (Rate = 0.075 gallons per square yard). Shoulders 0+00 to 324+11 6.138 miles 326+21 to 379+36 1.007 miles 382+48 to 551+96 3.210 miles 10.355 miles CRS-2P Asphalt for Surface Treatment at the rate of 7.98 tons applied 8 feet wide (4 feet each shoulder) (Rate = 0.40 gallon per square yard). Type 2B Cover Aggregate at the rate of 51.63 tons applied 8 feet wide (4 feet each shoulder) (Rate = 22 pounds per square yard). SS-1h or CSS-1h Asphalt for Fog Seal at the rate of 1.50 tons applied 8 feet wide (4 feet each shoulder) (Rate = 0.075 gallons per square yard).


SD50

Sta. 0+00 to 3+10 L 86 SqYd 0.15 0.95 0.03

Shoulder Transition – 5’ to 0’


Sta. 0+00 R 71 SqYd 0.12 0.78 0.02

Radius – Jct SD34


Sta. 0+00 L 19 SqYd 0.03 0.21 0.01

Radius – Jct SD34


Sta. 279+59 R 371 SqYd 0.57 4.08 0.12

Intersecting Road & Radii – BIA 4

(Ft Thompson Road)


Sta. 338+31 L 717 SqYd 1.10 7.89 0.23

Intersecting Road & Radii – BIA 2





Mainline 10.355 223.05 1603.78 46.49

Shoulders 10.355 82.63 534.63 15.53


Total Tons SD50 307.65 2152.32 62.43

P 0021(172) 10 22

STATE OF SOUTH



SHEET

F18 F__

TOTAL SHEETS

PROJECT

RIDE ACROSS SOUTH DAKOTA BIKE TOUR The Ride Across South Dakota bike tour may be on routes that are in this contract to have an asphalt surface treatment applied to them. The routes of the tour can be found at www.RASDAK.com. The Contractor will schedule work to complete the affected routes after the bike tour is completed. SHOULDER WORK Prior to construction, Department of Transportation Maintenance Forces will spray the shoulders to kill existing vegetation. It will be the Contractor's responsibility to notify the State a minimum of thirty days prior to starting work on the shoulders of the highway. The State assumes no responsibility for the effectiveness of the herbicide applied. Vegetation and accumulated material on or adjacent to the existing roadway edge will be removed to the satisfaction of the Engineer prior to asphalt surface treatment. Shoulder work will be incidental to other contract items. Separate measurement and payment will not be made. BRIDGES, APPROACH SLABS, SLEEPER SLABS, STRIP SEALS, RAILROAD CROSSINGS, MANHOLES, WATER VALVES, MAINLINE RUMBLE STRIPS AND CONCRETE Asphalt Surface Treatment will not be placed on any of the bridges, approach slabs, sleeper slabs, strip seals, railroad crossings, manholes, water valves or any type of concrete. It also will not be placed on the rumble strips in the mainline driving lane prior to a Stop sign. Material used to cover and protect these areas will be removed and disposed of properly after the application of the asphalt surface treatment. When the material is removed, the asphalt surface treatment that does not stay adhered to the material will be removed from the road surface. ESTIMATED QUANTITIES FOR ASPHALT SURFACE TREATMENT 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 the Special Provision for Asphalt Surface Treatment Design. The mix design rates may vary from the estimated rates stated in the Rates of Materials depending on the aggregate source and the variation in gradation and flakiness index. The application rates may also be adjusted in the field due to results of gradation, flakiness index, sweep tests and differing surface conditions as encountered. Pay quantities will be based on the actual target rates the inspectors use even though they may vary significantly from plans estimates.

ASPHALT FOR SURFACE TREATMENT The asphalt for surface treatment that is delivered for use on this contract will be used in the order it is received. Storage of asphalt for surface treatment will only be allowed at the end of the work day. The material that is placed in storage will be the first material used the following day. COVER AGGREGATE At least 50% of the aggregate will be stockpiled at each stockpile site, adjacent to or near the routes on this contract, at least one week prior to work beginning on the project. This is to allow the Area Office time to run tests on the material and enter the results into the mix design spreadsheets. BROOMING Material will be broomed off bridges and curb & gutter areas adjacent to the bridges. No material will be broomed under the guardrail, including the 3 cable guardrail or into the drop inlets. Material from the curb & gutter areas of the bridges, from guardrail areas of the bridges, and from drop inlets will be disposed of in a manner satisfactory to the Engineer. No material will be broomed into the ditches or on the boulevards in residential and commercial areas where the adjacent landowner conducts the mowing of the right-of-way. This material will be disposed of in a manner satisfactory to the Engineer. Material that is broomed onto the roadway inslopes will not be left in piles or windrows. The material will be evenly distributed at a height that will not hinder mowing operations or cause dispersion of the material into the traveled roadway when passed over with a mower. Anticipated areas, other than the bridge areas stated above, that will require either removal of the chips with a pickup sweeper or additional dispersal of the chips with the rotary powered broom are: ROUTE LOCATION

No anticipated areas on this contract.

This list may not be complete. Additional areas may need attention as directed by the Engineer.

FOG SEAL Fog Seal will be placed on all the routes on this contract. The fog seal will be placed following the completion of the asphalt surface treatment and prior to the placement of the permanent pavement marking. Application of the fog seal will begin no earlier than the morning following application of the chip seal but no later than four days after the application of each day’s chip seal. Immediately prior to the applications of the fog seal the Contractor will be required to broom the entire width of the chip seal. An SS-1h or CSS-1h emulsion will be used for the fog seal application. An emulsion-to-water ratio of 3:1 (75%-25%) should be used for the binder application. Sand for Fog Seal will conform to Section 879.1 B of the specifications except for the following requirements:

The shale content or other particles of low specific gravity (less than 1.95) passing the No. 4 sieve will not exceed 4.5%. Prior to hauling, sand will be screened to minimize segregation, eliminate oversize and effectively breakup or discard material bonded into chunks.

Sand for Fog Seal will be furnished by the Contractor. A rate of application for the sand will not be given. A small quantity of Sand for Fog Seal is set up for each respective route to be Fog Sealed, to be used as directed by the Engineer at locations of high traffic volumes, such as intersecting state or county highways, that traffic cannot be stopped from crossing. The Contractor will be required to keep traffic off other areas until the Fog Seal has cured sufficiently as to not stick to tires.

P 0021(172) 11 22

STATE OF SOUTH



SHEET

F19 F__

TOTAL SHEETS

PROJECT

TEMPORARY PAVEMENT MARKING Paint will not be allowed for Temporary Pavement Marking. The total length of no passing zones on this contract is estimated to be 13.727 miles. For locations where the annual average daily traffic (ADT) is 2500 or less, it is estimated that 54 DO NOT PASS and 53 PASS WITH CARE signs will be required to mark the no passing zones, should the Contractor elect to use these signs.

TABLES OF DO NOT PASS AND PASS WITH CARE SIGNS (ADT LESS THAN OR EQUAL TO 2500)

ROUTE DO NOT PASS PASS WITH CARE

SD34 15 15

SD42 13 13

SD50 26 25

TOTAL 54 53 Prior to asphalt surface treatment the Contractor will mark, with appropriately

colored temporary flexible vertical markers (tabs), the location of existing pavement marking, except edgelines. However, the Contractor will place

temporary flexible vertical markers (tabs) on the edgeline of transition areas such as turn lanes and climbing lanes and on dashed edgelines. Prior to installation of the permanent pavement marking, the Engineer is to be notified. The Contractor will give the Engineer ample notification to verify and check the

placement of the temporary flexible vertical markers (tabs) that are to be used for placement of the permanent pavement marking. If the Contractor uses the DO NOT PASS and PASS WITH CARE signs, the

beginning and ending of no passing zones will be marked with temporary flexible vertical markers (tabs). The Contractor will remove and dispose of temporary flexible vertical markers (tabs) after Permanent Pavement Marking is applied. Removal will be accomplished within one week of completion of the Permanent Pavement Marking. In the absence of a signed lane closure or pilot car operation, Flagger symbol signs (W20-7) and flaggers, or a shadow vehicle with rotating yellow lights or strobe lights will be positioned on the shoulder in advance of workers for both

directions of traffic during the installation and removal of temporary flexible vertical markers (tabs). The traffic control device used will be moved intermittently to provide proper warning of the work operation. A ROAD WORK AHEAD (W20-1), a Workers symbol sign (W21-1) or a BE PREPARED TO STOP (W3-4) warning sign will be mounted on the rear of the shadow vehicle. The method of traffic control used by the Contractor for this work will be approved by the Engineer.

PAVEMENT MARKING MASKING Any existing pavement marking that is to be salvaged on this contract will be covered with an approved pavement marking masking immediately prior to sealing to preserve the various marking. The masking material will be sturdy enough to eliminate being punctured by the cover aggregate when traffic drives over it. Pavement marking to be masked will be cleaned with a high pressure air blast device immediately prior to the application of the Pavement Marking Masking. The width of this masking will be one inch wider than the existing marking. The various items for Pavement Marking Masking will include material, labor and equipment to satisfactorily install the masking prior to sealing and remove and dispose of the masking after the completion of the work and will be incidental to the contract unit price for Pavement Marking Masking. If the pavement marking is damaged due to improper masking, it will be replaced or repaired at the Contractor's expense. When the masking is removed, the asphalt surface treatment that does not stay adhered to the masking will be removed from the road surface.

TABLE OF PAVEMENT MARKING MASKING

ROUTE LOCATION DESCRIPTION

*SD34 SD45 Intersection – EB STOP (2 Each)

*SD34 SD45 Intersection – EB AHEAD (1 Each) * Masking of the required areas on these routes may need to be done twice due

to the required placement of the Fog Seal on these routes. Once prior to the placement of the chip seal and once prior to the fog seal application. Each masking application will be paid for separately. If the Contractor can achieve satisfactory results by leaving the masking in place for both the chip seal and the fog seal applications, this procedure will be allowed. In this case, the masking will be paid for once.

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 will be 275 mc/m2/lux for white and 170 mc/m2/lux for yellow.

PERMANENT PAVEMENT MARKING The application of permanent pavement marking may not begin until 7 calendar days following completion of the fog seal and will be completed within 14 calendar days following completion of the fog seal. Marking eight inch edgelines and gore areas will require the use of two spray nozzles to achieve the required width. Marking twelve inch gore lines will require the use of three spray nozzles to achieve the required width. The Contractor will be required to repaint existing pavement marking including centerline, edgeline, dashed edgelines, dashed lane lines, lane lines, turn lanes, gore areas, etc. Stop lines are to be located a minimum of 10' and a maximum of 30' back from the edge of the intersecting roadway. The stop line is to be located to provide the best sight distance for a stopped motorist to view intersecting traffic. The Project Engineer is to be notified prior to the installation of the stop lines to verify their location. Adjustments of the location of the existing stop lines, if needed, will be made prior to the placement of the new stop lines. Flush sealing will not be allowed as an option for correction of pavement marking not within tolerance due to the occurrence of shadow through. The following table contains locations of existing pavement marking to be painted by hand.

TABLE OF HAND PAINTED PAVEMENT MARKING

ROUTE LOCATION

SD42 STOP Messages at Jct US81 – WB

SD42 AHEAD Message at Jct US81 – WB

SD42 Stop Line at Jct US81 – WB

SD50 Stop Line at Jct SD34 – NB

TABLES OF PERMANENT PAVEMENT MARKING

SD34 White Yellow

Yellow Centerline Dashes = 7.711 miles @ 6.2 Gal/Mile 47.8

Solid Yellow Centerline = 3.623 miles @ 22.5 Gal/Mile 81.5

8” Solid White Edgeline = 16.828 miles @ 45.0 Gal/Mile 757.3

TOTAL GALLONS 757 129

SD42 White Yellow




24” White Stop Line = 0.006 miles @ 135.0 Gal/Mile 0.8

White STOP Messages = 2 each at 0.3 Gal/Each 0.6

White AHEAD Message = 1 each @ 0.8 Gal/Each 0.8


SD50 White Yellow




24” White Stop Line = 0.004 miles @ 135.0 Gal/Mile 0.5


P 0021(172) 12 22

STATE OF SOUTH



SHEET

F20 F__

TOTAL SHEETS

PROJECT

SEQUENCE OF OPERATIONS The below sequence is per route: 1. Install fixed location ground mounted traffic control devices.

2. Install and remove temporary traffic control devices as needed for each type

of work.

3. Place temporary pavement marking not more than 24 hours prior to chip seal.

4. Place pavement marking masking immediately prior to chip seal. See Pavement Marking Masking note for alternate sequence.

5. Apply chip seal. The brooming operation will be immediately in front of the asphalt distributor. The Contractor will begin sealing operations at the farthest point from the stockpile site and work toward the stockpile site to eliminate unnecessary driving and turning on the fresh seal. The application of the asphalt and aggregate will cease at least one hour prior to sunset each day.

6. Remove pavement marking masking immediately after chip seal.

7. Remove plastic covers from temporary flexible vertical markers (tabs) after application of the chip seal and prior to nightfall.

8. Broom chip sealed areas the next morning following the chip seal application.

9. Place pavement marking masking immediately prior to fog seal. See Pavement Marking Masking note for alternate sequence.

10. Pick up cover aggregate in curb & gutter areas and other areas as stated in the plans and directed by the Engineer.

11. Apply fog seal.

12. Remove pavement marking masking immediately after fog seal.

13. Remove plastic covers from temporary flexible vertical markers (tabs) after application of the fog seal and prior to nightfall.

14. Remove LOOSE GRAVEL signs that are no longer applicable after each day’s fog seal application.

15. Immediately prior to application of the permanent pavement marking, the areas to be painted will be broomed or blown off with high pressure compressed air. If a high pressure air device is used to clean the pavement surface, it will be capable of sustaining continuous high pressure for the duration of the pavement marking process.

16. Complete the permanent pavement marking.

17. Complete required hand painted pavement marking areas within the 14 day time period specified elsewhere in the plans.

18. Remove temporary flexible vertical markers (tabs) within the seven day time period specified elsewhere in the plans.

19. Remove traffic control devices.

TRAFFIC CONTROL FOR ASPHALT SURFACE TREATMENT Removing, relocating, covering, salvaging, and resetting of existing traffic control devices, including delineation, will be the responsibility of the Contractor. Cost of this work will be incidental to the various contract items unless otherwise specified in the plans. Delineators and signs damaged or lost will be replaced by the Contractor at no cost to the Department. The Contractor will furnish, install, maintain, and remove TRUCK CROSSING signs daily. The TRUCK CROSSING signs will be displayed when haul vehicles are hauling material. When hauling conditions no longer exist, the signs will be covered or removed from view. The exact number and location will 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 will furnish, install, and maintain LOOSE GRAVEL (W8-7) signs with 40 MPH (W13-1P) 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 will 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 will be covered or removed from view when they are not applicable. ROAD WORK NEXT XX MILES (G20-1), LOOSE GRAVEL (W8-7), and END ROAD WORK (G20-2) 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 (W20-1), ONE LANE ROAD AHEAD W20-4), FLAGGER (W20-7), and TRUCK CROSSING (W8-6) 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 will be mounted on fixed location breakaway sign supports. The bottom of signs on portable supports will 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 will 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 will be covered or laid down until the time of construction. The covers must be approved by the Engineer prior to installation. Cost for material, labor, and equipment necessary to complete this work will be incidental to other contract items. No separate payment will be made. Traffic will 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 will be repaired at no expense to the Department.

TRAFFIC CONTROL FOR ASPHALT SURFACE TREATMENT (CONTINUED) Operations will 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 (W20-7) symbol signs will be provided to alert the traveling public entering completed portions of the project to the potential of airborne chips. The flaggers will provide each motorist with a printed notice on the Contractor’s letterhead similar to the one shown below. Cost of the notice will be incidental to the various contract items.

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.

Fixed location signs, sign posts, and breakaway bases will be removed within 7 calendar days following permanent pavement marking. Sufficient traffic control devices have been included in these plans to sign one workspace on each route. If the Contractor elects to work on additional locations simultaneously, the cost for additional traffic control devices will be incidental to the contract unit price per square foot for Traffic Control Signs. The size of some signs to be used on construction will be larger than the minimum sizes shown in the Manual on Uniform Traffic Control Devices. Sign sizes shown in the itemized list for traffic control signs will be the minimum sizes used on this contract. STOCKPILE SITE RELEASES Upon completion of the contract, the Contractor will supply the Engineer a copy of the stockpile site releases to place in the Department's file.

P 0021(172) 13 22

FURNISHING AND APPLYING PAVEMENT MARKING PAINT STATE OF

SOUTH DAKOTA

SINGLE PRJ TEXT SIZE MULTIPLE PRJ TEXT SIZE

SHEET

F2 F__

TOTAL SHEETS

PROJECT

UNDIVIDED ROADWAY UNDIVIDED ROADWAY

11'-4" 10'-10" 11'-8" 11'-2"

30' 30'

10' 10'

SD34

12' 12' SD42 12' 12'

SD50

NOTE: All pavement marking dimensions are based on 12' driving lanes.

SH

OU

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4" W

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D S

IGH

T

DIS

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CA

R X

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OF

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ITE

D S

IGH

T

DIS

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NC

E F

OR

CA

R Y

NO

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ING

ZO

NE

LIN

E

4" Y

EL

LO

W2

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rom

CL

4" W

HIT

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4" W

HIT

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4" W

HIT

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4" Y

EL

LO

W

2" f

rom

CL

NO

PA

SS

ING

ZO

NE

LIN

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4" Y

EL

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W

2" f

rom

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SH

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8" W

HIT

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OF

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D S

IGH

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DIS

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NC

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CA

R X

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NE

OF

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D S

IGH

TD

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FO

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NO

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ZO

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LIN

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4" Y

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8" W

HIT

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8" W

HIT

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8" W

HIT

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4" Y

EL

LO

W

2" f

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CL

NO

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R X

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R Y

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Paint application rates shall be as follows:

UNDIVIDED ROADWAY

ROUTES: ROUTES: SD34 SD42

SD50

Two Lane Roadway

(Rate for one line)

Dashed Yellow Centerline Rate = 6.2 Gal/Pass-Mile

Solid Yellow Centerline Rate = 22.5 Gal/Pass-Mile

Solid White Solid White Edgeline – 8” Edgeline – 4” Rate = 45.0 Rate – 22.5

Gal/Pass-Mile Gal/Pass-Mile

Typical pavement marking as shown on these and the following sheets will be applied throughout the entire length of applicable sections of roadway. Traffic Control will be incidental to the cost of application. The striper and advance or trailing warning vehicle will be equipped with flashing amber lights and advance warning arrow board. 4” Yellow Skip Centerline (when not adjacent to a 4” Yellow No Passing Zone) will be placed consistently to the south or east of centerline.

ESTIMATED QUANTITIES

ROUTES PAVEMENT MARKING PAINT

WHITE YELLOW

SD34 757 129 SD42 530 134 SD50 472 221


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SHOULDER

INTERSECTING ROAD

FROM THE EDGE OF

10' MINIMUM TO 30' MAXIMUM

STOP LINE TO BE LOCATED

STOP LINE PAVEMENT MARKING INSTALLATION

TRAFFIC

TO VIEW INTERSECTING

THE BEST SIGHT DISTANCE

LOCATION TO OBTAIN

INSTALL STOP LINE AT

1100'

1100'*

*

*

height and vehicle height.

combination truck. Use 3.5' eye

- Based on 11.5 second time gap for

(48"x 48")

12' 12'

AHEAD

STOP

STOP

STOP BAR

24" WHITE

25'

8'-0"

1'-4" 1'-4"8" 8" 1'-4"8"1'-4"

7'-4"

8'-0"

1'-4" 8" 1'-4" 8" 1'-4" 8" 1'-4" 8" 1'-4"

9'-4"

IN PLACE

(48"X48")

R1-1

750'- 8

50'

50'

50'2

5'

only.

Shown for reference

DOT Maintenance.

this location by State

Sign to be relocated to

(Typical)

PAVEMENT MARKING

INTERSECTION APPROACH

OF THE STOP LINE.

THE HIGHWAY AUTHORITY SHALL DETERMINE THE LOCATION

NOTE:

Revised 11-19-09, SJ

W3-1

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TRAFFIC CONTROL

ROAD WORKA

40

LOOSE

GRAVEL

END

ROAD WORK

(36"x 18")

G20-2

(36"x 18")

G20-1

(30"x 30")

W13-1P

(48"x 48")

W8-7

M P H

CBNEXT 8 MILES

BUFFALO COUNTY

SD34 - PCN 06YY

(GROUND MOUNTED SUPPORTS)

FIXED LOCATION SIGNS

34

45

34

359

AV

E

352

AV

E

A

A B

C

45

To G

AN

N V

AL

LE

Y

A

AB

C

B

B

BEGIN SD34

(2556' W of 352nd Ave)

MILEAGE 233.412

MRM 283.00 +0.312

STA. 0+00

in the area that they represent.

same day that the fog seal is applied

plaques will be removed from view the

with advisory speedLoose Gravel signs

minimum of 200' from an existing sign.

existing signs and must be installed a

Construction signs will not obscure

approved by the Engineer.

an intersection. Exact location to be

Signs will be placed 200' to 300' from

is complete.

until the permanent pavement marking

Road Work signs will remain in place

Road Work Next ## Miles signs and End

NOTES:

70 - 80

60 - 65

55

45 - 50

35 - 40

0 - 30

(M.P.H.)

Prior to Work

Posted Speed

1000

1000

750

500

350

200

(A)

(FEET)

Warning Signs

Spacing of Advance

356

AV

E

END SD34

(65' W of C Jct SD45)

MILEAGE 241.870

MRM 291.15 +0.664

STA. 446+36

L

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70 - 80

60 - 65

55

45 - 50

35 - 40

0 - 30

(M.P.H.)

Prior to Work

Posted Speed

1000

1000

750

500

350

200

(A)

(FEET)

Warning Signs

Spacing of Advance

NOTES:

STANLEY

CORNER 42

4242

81

443

AV

E

446

AV

E

447

AV

E

451

AV

E

453

AV

E

To C

ANIS

TO

TA

To M

ARIO

N

To M

ON

RO

ETo R

UM

PU

S RID

GE

A

C

A B

B

B B

B

A

AB

C

81

TRAFFIC CONTROL

ROAD WORKA

40

LOOSE

GRAVEL

END

ROAD WORK

(36"x 18")

G20-2

(36"x 18")

G20-1

(30"x 30")

W13-1P

(48"x 48")

W8-7

M P H

CBNEXT 12 MILES

McCOOK COUNTY

SD42 - PCN 06YY



BEGIN SD42

of Centerline Jct US81)

(At End Concrete 120' E

MILEAGE 37.117

MRM 333.05 +0.030

STA. 0+00 END SD42

Jct 453rd Avenue)

(285' W of Centerline

MILEAGE 49.015

MRM 344.18 +0.818

STA. 627+90











is complete.




B

B

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TRAFFIC CONTROL

BUFFALO COUNTY

SD50 - PCN 06YY



LAKE

FR

AN

CIS

CASE

BUFFALO COUNTY

BRULE COUNTY

AA

B

C

A

TO F

ORT T

HO

MPS

ON

34

50

BIA #2

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B

B

A

B

238 AVE

BIA #4











is complete.




NOTES:

70 - 80

60 - 65

55

45 - 50

35 - 40

0 - 30

(M.P.H.)

Prior to Work

Posted Speed

1000

1000

750

500

350

200

(A)

(FEET)

Warning Signs

Spacing of Advance

ROAD WORKA

(36"x 18")

G20-1

40

LOOSE

GRAVEL

(30"x 30")

W13-1P

(48"x 48")

W8-7

M P H

END

ROAD WORK

(36"x 18")

G20-2

C

B

C

BEGIN SD50

L(30' S of Jct C SD34)

MILEAGE 0.006

MRM 211.77 +0.006

STA. 0+00

END SD50

(45' N of County Line)

MILEAGE 10.454

MRM 222.00 +0.256

STA. 551+96

NEXT 11 MILES

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SHEETSHEETS

TOTAL

GUIDES FOR TRAFFIC CONTROL DEVICES TRUCK CROSSING SIGN INSTALLATION

A

A

1000

1000

750

500

350

200

(A)

(FEET)

Warning Signs

Spacing of Advance

Stockpile Site

A

A

TRUCK

(48"x 48")

W8-6

CROSSING

Project

Stockpile Site

1000

1000

750

500

350

200

(A)

(FEET)

Warning Signs

Spacing of Advance

A

Project

(48"x 48")

W8-6

TRUCK

CROSSING

(48"x 48")

W8-6

TRUCK

CROSSING

(48"x 48")

W8-6

TRUCK

CROSSING

200' from an existing sign.

and must be installed a minimum of

signs shall not obscure existing signs

Temporary Traffic Control Warning

of 200' from an existing sign.

must be installed a minimum

obscure existing signs and

Warning signs shall not

Temporary Traffic Control

A

Project

Project

GUIDES FOR TRAFFIC CONTROL DEVICES FLAGGER SIGN INSTALLATION AT INTERSECTING ROADS

75

60 - 65

55

45 - 50

35 - 40

0 - 30

(M.P.H.)

Prior to Work

Posted Speed

1000

1000

750

500

350

200

(A)

(FEET)

Warning Signs

Spacing of Advance

of 200' from an existing sign.

must be installed a minimum

obscure existing signs and

Warning signs shall not

Temporary Traffic Control

75

70

65

60

55

50

45

40

35

30

25

20

(M.P.H.)

Prior to Work

Posted Speed

B

A

B

585

535

485

415

335

280

220

170

120

85

55

35

(B)

(FEET)

Buffer Space

Longitudinal

Length of

B

B

B

A

A

A

75

70

65

60

55

50

45

40

35

30

25

20

(M.P.H.)

Prior to Work

Posted Speed

585

535

485

415

335

280

220

170

120

85

55

35

(B)

(FEET)

Buffer Space

Longitudinal

Length of

1000

1000

750

500

350

200

(A)

(FEET)

Warning Signs

Spacing of Advance

200' from an existing sign.

and must be installed a minimum of

signs shall not obscure existing signs

Temporary Traffic Control Warning

(48"x 48")

W20-7

(48"x 48")

W20-7

(48"x 48")

W20-7

(48"x 48")

W20-7

(48"x 48")

W20-7

- 8070

60 - 65

55

45 - 50

35 - 40

0 - 30

(M.P.H.)

Prior to Work

Posted Speed

70 - 80

60 - 65

55

45 - 50

35 - 40

0 - 30

(M.P.H.)

Prior to Work

Posted Speed

70 - 80

60 - 65

55

45 - 50

35 - 40

0 - 30

(M.P.H.)

Prior to Work

Posted Speed

P 0021(172) 19 22

1:7000

Plot

Scale -

TR

MI1

NT06

Plotted

Fro

m -

File - ...\

Loose

Gravel 63423 20 06

YY.dgn

1Plot

Na

me -


DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

40

40

OR

OR

Resurfaced

Are

a

LOOSE

GRAVEL

LOOSE

GRAVEL

TR

AFFIC

TR

AFFIC

NOTES:

A

A

SHOULDER

ON

GUIDES FOR TRAFFIC CONTROL DEVICES

have created a driving surface of loose aggregate.

undivided highway, Asphalt Surface Treatment, when operations

Typical Application - Traffic Control Devices to be used on an

*

**

*

*

**

(48"x 48")

W8-7

(48"x 48")

W8-7

shoulders.

treatment is applied only to the

used when the asphalt surface

The Supplemental plate shall be

is applied to the mainline.

when the asphalt surface treatment

The W13-1P plate shall be used

(30"x 30")

W13-1P

(30"x 30")

W13-1P

M P H

M P H

(30"x 24")

SPECIAL

**(30"x 24")

SPECIAL

of towns, etc.

affected major intersections, edge

loose aggregate area and at

throughout the entire length of the

GRAVEL, signs at 4 mile intervals

Install additional W8-7, LOOSE

area (fresh seal).

must be restricted from the work

create a hazard or whenever traffic

traffic whenever the work activities

intersection to control side-street

additional Flagger at each urban

The Contractor shall provide an

SHOULDER

ON

(M.P.H.)Work

Prior toSpeedPosted

(A)(Feet)Signs

Advance WarningSpacing of

1000

1000

750

500

350

200

70 - 80

60 - 65

55

45 - 50

35 - 40

0 - 30

P 0021(172) 20 22

STATE OF

SOUTH



SHEET

F3 F__

TOTAL SHEETS

PROJECT

P 0021(172) 21 22

6' to 12'

RURAL DISTRICT

* E ::)

E "i: 5 LO

E E ::)

E ::)

·c E "i: 5 5

LO ;:....

URBAN DISTRICT • If the bottom of supplemental plate is

mounted lower than 7 feet above a pedestrian walkway, the supplemental plate should not project more than 4" into the pedestrian facility.

6' to 12'

RURAL DISTRICT WITH SUPPLEMENTAL PLATE

6' Minimum

RURAL DISTRICT 3 DAY MAXIMUM

E ::) E

E E ::) ::) ·c E E 5 "i: :~

LO 5

~ ;:.... q-

Sign shall be level.

<Not applicable to regulatory signs)

September 22.2014

Published Date: 4th Dtr. 2019

s D D 0 T

CRASHWORTHY SIGN SUPPORTS (Typical Construction Signing)

PLATE NUMBER

634.85

Sheet I of I

' ' I

' I ' '

\

/ ' , I

' ' I

Post or Slip Base

,,/'-_ 120" Diameter ,,,, ,,. <Perimeter of stub height

...... --- ---- clearance checks)

PLAN VIEW <Examples of stub height clearance checks)

Top of Anchor Post or Slip

Chord Line_/

Ground

ELEVATION VIEW GENERAL NOTES:

The top of anchor posts and slip bases SHALL NOT extend above a 60" chord line within a 120" diameter circle around the post with ends 4" above the ground.

At locations where there is curb and gutter adjacent to the breakaway sign support, the stub height shall be a maximum of 4" above the ground line at the localized area adjacent to the breakaway support stub.

The 4" stub height clearance is not necessary for LI-channel lap splices where the support is designed to yield <bendl at the base.

Published Date: 4th Dtr. 2019

s D D 0 T

BREAKAWAY SUPPORT STUB CLEARANCE

July I, 2005

PLATE NUMBER

634.99

Sheet I of I

ITEMIZED LIST FOR TRAFFIC CONTROL STATE OF

SOUTH DAKOTA

SINGLE PRJ TEXT SIZE MULTIPLE PRJ TEXT SIZE

SHEET

F2 F__

TOTAL SHEETS

PROJECT

SD34 BUFFALO COUNTY

CONVENTIONAL ROAD

SIGN

CODE SIGN DESCRIPTION NUMBER SIGN SIZE

SQFT

PER SIGNSQFT

0.000001

W8-6 TRUCK CROSSING 2 48'' x 48'' 16.0 32.0

W8-7 LOOSE GRAVEL 4 48'' x 48'' 16.0 64.0

W13-1P ADVISORY SPEED (plaque) 4 30'' x 30'' 6.3 25.2

W20-1 ROAD WORK AHEAD 2 48'' x 48'' 16.0 32.0

W20-4 ONE LANE ROAD AHEAD 2 48'' x 48'' 16.0 32.0

W20-7 FLAGGER (symbol) 4 48'' x 48'' 16.0 64.0

G20-1 ROAD WORK NEXT 8 MILES 2 36'' x 18'' 4.5 9.0

G20-2 END ROAD WORK 2 36'' x 18'' 4.5 9.0 0.000001

CONVENTIONAL ROAD

TRAFFIC CONTROL SIGNS SQFT267.2

1 SD42 McCOOK COUNTY

CONVENTIONAL ROAD

SIGN


SQFT

PER SIGNSQFT

0.000001


W8-7 LOOSE GRAVEL 8 48'' x 48'' 16.0 128.0






G20-2 END ROAD WORK 2 36'' x 18'' 4.5 9.0 0.000001

CONVENTIONAL ROAD


1 SD50 BUFFALO COUNTY

CONVENTIONAL ROAD

SIGN


SQFT

PER SIGNSQFT

0.000001


W8-7 LOOSE GRAVEL 6 48'' x 48'' 16.0 96.0






G20-2 END ROAD WORK 2 36'' x 18'' 4.5 9.0 0.000001

CONVENTIONAL ROAD


1

P 0021(172) 22 22

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