department of transportation plans for proposed...

STATE OF SOUTH DAKOTA

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

(None Required)

STORM WATER PERMIT

13

12

1

35 36 31

18 17

MIL BANK

15

POP. 3,640

CLAY UNIONBON HOMMEYANKTON

DOUGLAS HUTCHINSON TURNER LINCOLN

MINNEHAHAMcCOOKHANSONDAVISON

AURORABRULE

BUFFALO JERAULD SANBORN MINER LAKE MOODY

BROOKINGSKINGSBURY

BEADLE

HYDE HAND

HUGHES

SULLY

POTTER FAULK SPINK

CLARK

HAMLIN

DAYEDMUNDSWALWORTH

CAMPBELL McPHERSON BROWN MARSHALL

HARDINGPERKINS CORSON

ZIEBACH DEWEY

MEADE

BUTTE

LAWRENCE

PENNINGTON

HAAKON

JACKSON

STANLEY

JONESLYMAN

GREGORY

TRIPP

MELLETTE

TODDBENNETT

CUSTER

FALL RIVER

MIX

CHARLES

CODINGTON

HAMLIN

GRANT

ROBERTS

PROJECT

DEUEL

62+56

9+66

12

13+78 (2ND)

0+00 AH (2ND)

101+29.74 BK =

EQUATION

GROSS LENGTH

LENGTH OF EXCEPTIONS

NET LENGTH

MILES

MILES

MILES

FEET

FEET

FEET

R 48 W R 47 W

T 120

N

155.98 FT = 0.0295 MILES

STA 35+77.49 (2ND)

STA 34+21.51 (2ND) TO

MRM 175.68

STR. NO. 26-290-068

BRIDGE

PCN 05YH

63

6 3

7

7

8

8

9

9 10

10

18 17 16 15

19 20 21 22

3028 27

31 32 33 34

1817 15

1920 22

30 29 28 27

31 32 3334

5

5 43

910

ARLINGTON

81

14

FAS

FAS

FA

2.4

44°30'

4

POP. 992

196 ST

198 ST

199 ST

200 ST

201 ST

202 ST

203 ST

204 ST

205 ST

206 ST

207 ST

208 ST

209 ST

455

AV

E

456

AV

E

458

AV

E

10

2 1 65

11 127

8 9

1514

13 18 17

23 24

28

28

81

0 ‚

SCALE IN MILES

1920

4.6

26 2530

36

452

AV

E

453

AV

E

455

AV

E

456

AV

E

458

AV

E

3

10

10

14 13

242322

2224

14 13

25

25

2627

27

11 12

2 1

35 36

363534

3

2

11

14

ARL INGTON

.

C

2.2

15

POP. 992

0

452

AV

E

453

AV

E

198 ST

200 ST

201 ST

209 ST

R 52 WR 53 W

T 113

NT 112

NT 111 N

T 110

N

81

GROSS LENGTH

LENGTH OF EXCEPTIONS

NET LENGTH

MILES

MILES

FEET

FEET

FEET170.000.032

15.450 81,576.00

81,406.0015.418

T ADT 16.6%

T DHV 7.5%

D 50%

DHV 430

ADT (2037) 2684

ADT (2017) 2299

DESIGN DESIGNATION

T ADT 10.7%

T DHV 4.9%

D 50%

DHV 451

ADT (2037) 3790

ADT (2017) 2994

DESIGN DESIGNATION

2.827 14,926.56

14,771.562.797

MILES

STA 76+24.82 AH

STA 76+24.91 BK =

EQUATION

STA 676+97.48 AH

STA 676+96.88 BK =

EQUATION

STA 745+12.36 AH

STA 745+21.62 BK =

EQUATION

0.030 155.00

COUNTIESHAMLIN & GRANT

BROOKINGS, KINGSBURY, SD HIGHWAY 15 & US HIGHWAY 81

NH-P 0012(216) PROJECT

MRM 135.00 + 0.309

STA 861+85.85

END NH-P 0012(216)

MRM 119.80 + 0.034

STA 42+61.37

BEGIN NH-P 0012(216)

MRM 173.00 + 0.292

STA 9+17.27

BEGIN NH-P 0012(216)

MRM 176.06 + 0.050

STA 56+40.00 (2ND)

END NH-P 0012(216)

OGLALA LAKOTA

HAMLIN COUNTY

KINGSBURY COUNTY BROOKINGS COUNTY

CONCRETE PAVEMENT REPAIR

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

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NH-P 0012(216) 1 25

INDEX OF SHEETS

Sheet 1 Title Sheet and Map Layouts

Sheet 2 - 3 Estimate of Quantities and

Environmental Commitments

Sheet 4 PCCP Repair Areas

Sheet 5 Table of Random Cracks

Sheets 6 – 8 Typical Sections

Sheets 9 – 11 Plan Notes

Sheets 12 - 16 Traffic Control

Sheets 17 – 19 Nonreinforced PCCP Repair

Sheets 20 - 25 Standard Plates

2June 5, 2019

The SDDOT has implemented an electronic payroll submission system (EPSS). Please refer to the “Special Provision Regarding

Minimum Wage on Federal-Aid Projects”, dated 5/1/19.

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

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: http://www.sddot.com/resources/Manuals/EnvironProcManual.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 B4: BALD EAGLE Bald eagles are known to occur in this area. Action Taken/Required: If a nest is observed within one mile of the project site, notify the Project Engineer immediately so that he/she can consult with the Environmental Office for an appropriate course of action. COMMITMENT C: WATER SOURCE The Contractor will not withdraw water with equipment previously used outside the State of South Dakota or previously used in aquatic invasive species waters within South Dakota without prior approval from the SDDOT Environmental Office. Thoroughly wash all construction equipment to prevent and control the introduction and spread of invasive species into the project vicinity. The Contractor will not withdraw water directly from streams of the James, Big Sioux, and Vermillion watersheds without prior approval from the SDDOT Environmental Office.

Action Taken/Required: The Contractor will obtain the necessary permits from the regulatory agencies such as the South Dakota Department of Environment and Natural Resources (DENR) and the United States Army Corps of Engineers (USACE) prior to water extraction activities. Additional information and mapping of Aquatic Invasive Species in South Dakota can be accessed at: http://sdleastwanted.com/maps/default.aspx. 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”.

QUANTITYITEM UNITBID ITEM

NUMBER

LSLump SumMobilization009E0010

SqYd206.4Nonreinforced PCC Pavement Repair380E5030

Each83Dowel Bar380E6000

Each110Insert Steel Bar in PCC Pavement380E6110

Ft5,897Seal Random Cracks in PCC Pavement380E6310

Ft50Saw and Seal Joint390E0100

Hour500.0Flagging634E0010

Hour250.0Pilot Car634E0020

SqFt784.8Traffic Control Signs634E0110

LSLump SumTraffic Control, Miscellaneous634E0120

Each8Type 3 Barricade634E0275

Each4Type C Advance Warning Arrow Board634E0420

Ft9364" Temporary Pavement Marking Tape Type I634E0600

Ft8,000Temporary Pavement Marking634E0640

Ft20Type B68 Concrete Curb and Gutter650E0080

Ft20Type B68.5 Concrete Curb and Gutter650E0085

Each20Sediment Control at Inlet with Frame and Grate734E0845

Hour40Sweeping734E5010

LSLump SumRailroad Protective Insurance998E0100

ESTIMATE OF QUANTITIES

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

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NH-P 0012(216) 2 25

Revised 2-25-19 MAW

COMMITMENT H: WASTE DISPOSAL SITE (Cont.) 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) 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.

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

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NH-P 0012(216) 3 25

4 25

PCCP Repair Areas

MRM Dimensions Nonreinforced Description Bars Dowel Bar

L (ft) W (ft) PCCP Repair (sqyd) #5 #9 ( EACH )

175.090 4 4 1.8 SBDL 1 2 2

175.269 4 6 2.7 SBDL 1 3 3

Total 4.5 2 5 5

MRM Dimensions Nonreinforced Description Bars Dowel Bar

L (ft) W (ft) PCCP Repair (sqyd) #5 #9 ( EACH )

121.700 4 4 1.8 SBDL 2 2 2

124.333 7 9 7.0 NBDL 3 6

128.949 4 4 1.8 SBDL 2 2 2

130.901 4 14 6.2 NBDL 1 16

131.953 20 14 31.1 NBDL 5 16

132.822 4 14 6.2 SBDL 1 16

132.840 30 14 46.7 NBDL 6 18

133.022 20 14 31.1 NBDL 5 16

133.095 4 14 6.2 NBDL 1 16

133.664 31 14 48.2 NBDL 6 8 16

135.066 10 14 15.6 NBDL 3 8 2

Total 201.9 35 68 78

Total 206.4 37 73 83

LEGEND: EB (East Bound), WB (West Bound)

NB (North Bound), SB (South Bound)

DL (Driving Lane), PL (Passing Lane)

Note: Number of steel bars is for information only. Actual quantity to be determined on construction.

Quantity of steel bars shall be paid for at the contract unit price per each for

INSERT STEEL BAR IN PCC PAVEMENT.

SD Hwy 15

US 81

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

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NH-P 0012(216)

TABLE OF RANDOM CRACKS TABLE OF RANDOM CRACKS TABLE OF RANDOM CRACKS TABLE OF RANDOM CRACKS

SD HWY 15 SD HWY 15 SD HWY 15 US 81

Station Length Transverse or Station Length Transverse or Station Length Transverse or MRM Length Transverse or

(FT) Longitudinal (FT) Longitudinal (FT) Longitudinal (FT) Longitudinal

54+64 352 Long 91+75 16 Trans 13+75(2nd) 6 Trans 119.228 16 Trans

54+80 6 Trans 91+75 20 Long 16+12(2nd) 8 Trans 119.228 24 Long

55+42 30 Trans 91+97 12 Trans 17+51(2nd) 12 Trans 119.479 6 Trans

55+81 75 Long 92+79 48 Trans 17+89(2nd) 8 Trans 119.539 4 Trans

56+99 78 Trans 93+15 24 Trans 18+08(2nd) 20 Trans 119.764 10 Long




58+80 181 Long 95+04 24 Trans 23+20(2nd0 22 Trans 121.351 28 Trans

59+10 17 Trans 96+30 90 Long 23+40(2nd) 44 Trans 121.784 28 Trans

59+22 6 Trans 97+90 24 Trans 25+03(2nd) 8 Trans 122.968 28 Trans




61+20 10 Trans 1+48(2nd) 22 Trans 26+78(2nd) 22 Trans 128.016 20 Long



62+07 24 Trans 2+05(2nd) 52 Long 29+63(2nd) 44 Trans 131.096 28 Trans

62+54 18 Long 2+20(2nd) 10 Trans 31+07(2nd) 44 Trans 131.863 26 Long

63+08 195 Long 2+21(2nd) 10 Trans 32+86(2nd) 22 Trans 131.995 36 Long

63+47 130 Long 2+57(2nd) 44 Trans 33+84(2nd) 44 Trans 132.822 14 Trans

63+97 6' Trans 2+94(2nd) 30 Trans 35+78(2nd) 44 Trans 133.115 40 Long



65+79 65 Long 3+40(2nd) 12 Trans 38+40(2nd) 12 Trans 133.972 14 Trans

67+30 12 Trans 4+38(2nd) 22 Trans 39+96(2nd) 44 Trans 134.535 14 Trans

68+83 37 Long 4+93(2nd) 44 Trans 40+24(2nd) 46 Long 134.692 14 Long

70+84 24 Trans 5+09(2nd) 14 Long 41+73(2nd) 12 Trans 134.789 6 Trans


72+64 12 Trans 5+23(2nd) 11 Long 44+11(2nd) 44' Trans 135.051 9 Long

79+00 12 Trans 5+36(2nd) 10 Trans 47+64(2nd) 44 Trans 135.071 14 Trans

80+34 12 Trans 5+38(2nd) 12 Trans 47+83(2nd) 44 Trans

81+62 104 Long 5+50(2nd) 22 Trans 48+00(2nd) 22 Trans 726

81+73 24 Trans 5+88(2nd) 22 Trans 48+21(2nd) 10 Trans 145.2 (Plus 20% for additional sealing)

81+99 24 Trans 6+42(2nd) 20 Trans 48+96(2nd) 44 Trans 871.2 ft

83+88 12 Trans 6+46(2nd) 29 Long 49+35(2nd) 44 Trans






87+80 15 Long 11+51(2nd) 12 Trans 52+30(2nd) 44 Trans


89+83 53 Long 13+61(2nd) 14 Long

1170

1886 1132 234 (Plus 20% for additional sealing)

377.2 (Plus 20% for additional sealing) 226.4 (Plus 20% for additional sealing) 1404 ft

2263.2 ft 1358.4 ft

Grand Total 5897 ft

Note: The data in this table is for information only. The actual amount of

random cracking will be determined in the field.

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

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NH-P 0012(216) 5 25

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

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NH-P 0012(216) 6 25

68.5 68.5

Revised 2-25-19 MAW

(MRM 175.74 to MRM 176.06)

NH-P 0012(216) 7 25

8'

l \

r \

\ Type B68 Curb & Gutter

8'

Type B68 Curb & Gutter

j

TYPICAL SECTIONS

I

SD HIGHWAY 15 MAINLINE IN PLACE SURF ACING SECTION

STA. 0+85 (2ND) TO 40+00 (2ND) (MRM 175.02 to MRM 175. 7 4)

12' 12'

/Slope 0.02'/FT

L 8' Non-Reinforced PCC Pavement 4' Gravel Cushion

SD HIGHWAY 15 MAINLINE IN PLACE SURF ACING SECTION

ST A. 40+00 (2ND) TO 56+40 (2ND)

12' 12'

Slope 0.02' /FT

8'Non-Relnforced PCC Pavement 4' Gravel Cushion

8'

---Type B68

Curb & Gutter

8'

I

)

/. I l

STATE OF SOUTH

DAKOTA

Gravel Cushion and Topsoll Mixture

PROJECT TOTAL SHEETS

(URBAN)

(RURAL)

NH-P 0012(216) 8 25

IN

12'

Slope Ys"/FT

B"Non-Reinforced PCC Pavement


TYPICAL SECTIONS

US HIGHWAY 81 MAINLINE SURF ACING SECTION PLACE

12'

3" Lime Treated Gravel Cushion

US 81 MAINLINE IN PLACE SURF ACING SECTION

Gravel Cushion

t. I

I< 14' ____ ::::::,,t---~ 14' ----~----001 / 7 Slope 0.04' /FT Slope 0.02' /FT

3" Asphalt Concrete 8'Non-Relnforced PCC Pavement

3' Asphalt Concrete 5' Gravel Cushion

Gravel Cushion

STATE OF ___ PROJ_ECT__ s~i1~\ SOUTH t--------1

DAKOTA


SCOPE OF WORK Work on this project includes, but is not limited to, removal and replacement of non-reinforced concrete pavement.

COORDINATION OF WORK Contractor will be required to coordinate work efforts as another project will be working in the vicinity. PCN 04HT (Durable Pavement Marking) will be accomplished on these routes.

MAINTENANCE OF TRAFFIC The Contractor shall submit a traffic control and phasing plan for all repairs, a minimum of 1 week prior to the preconstruction meeting. The traffic control and phasing plan shall be approved by the Engineer prior to starting any work on the project. The traffic control and phasing plan shall meet the following requirements:

- Open repairs will not be permitted overnight.

- Lanes may be reduced to one lane during working hours with the use of flaggers and pilot cars. During nighttime and non-working hours, every effort shall be made to return traffic to the normal lane, unless the repair is located in the middle of the lane, whereas flagging will be required overnight.

- Work Zones maybe up to 2 miles in length with a minimum of 2 miles

between work zones. The maximum delay for a vehicle at a flagging station shall not exceed 15 minutes.

- Traffic may not be placed on the asphalt shoulders.

The Contractor shall accommodate over-width vehicles through the work areas. Locations of signs on traffic control layouts are diagrammatic. Portable stands may be used on the shoulders or on driving lanes closed to traffic if the duration is less than 3 days. If the duration is more than 3 days, the signs shall be mounted on fixed location, ground mounted, breakaway supports. The bottom of signs on portable or temporary supports shall not be less than seven feet above the pavement in urban areas and one foot above the pavement in rural areas. A maximum of four traffic control closures shall be paid for. If more closures are utilized, additional cost of signing shall be at the Contractor’s expense. No payment will be made for signs being reused at different repair areas. Not more than four Type C Advanced Warning Arrow Panels will be measured and paid for. The Contractor will be allowed to encroach on the traffic lane approximately 3 feet if FLAGGER signs and a flagger are used. The FLAGGER signs and flagging are included in the Estimate of Quantities. Damage to the shoulders, median or ditch due to the Contractor’s operations shall be repaired by the Contractor, to the satisfaction of the Engineer, at no expense to the State. This includes the routing of traffic onto these shoulders around the work zones.

Type 3 Barricades 8’ wide shall protect PCC Pavement replacement during open excavation and concrete cure periods. Open excavations at repair area locations shall not be allowed to be left open overnight. The Contractor shall complete the placement of PCCP on the same day as the existing PCCP is removed. Maintenance of existing delineators shall be the Contractor’s responsibility. Work activities during non-daylight hours are subject to prior approval. All costs associated with furnishing and installing interim white and/or yellow edge line for a lane closure and/or for tapers and stop bars shall be incidental to the contract unit price per foot for TEMPORARY PAVEMENT MARKING. Removal of interim white and/or yellow edge line for a lane closure shall also be incidental to the contract unit price per foot for TEMPORARY PAVEMENT MARKING. The Contractor shall not park equipment on or alongside of the roadway within a 30 foot clear distance from the edge of the driving lane. The Contractor shall remove all equipment from the roadway during non-working hours. The Contractor shall designate an employee to maintain traffic as described in Section 634.3 of the Specification. This person shall be required to do weekend checks to ensure traffic control devices are in satisfactory condition. The Contractor shall submit a weekly log stating time and date of all such inspections. The log shall be signed by the person doing the inspections. The cost of the traffic control person shall be incidental to the contract lump sum price for TRAFFIC CONTROL MISCELLANEOUS. The employee selected must be approved by the Engineer. A night inspection of traffic control signing shall be done by the Contractor’s designated employee after the signs are revised for each phase of construction. The Contractor shall submit additional log information for this inspection to the Engineer. Flaggers and pilot car operators shall all have radio or telephone contact with one another. This equipment is to be used to assist with traffic movement and in the event that an emergency vehicle needs to pass through the project in an expedient manner. All costs associated with this shall be incidental to the contract lump sum price for TRAFFIC CONTROL, MISCELLANEOUS. The Contractor shall designate an individual(s) to be on the project 24/7 to be in charge of Flagging. This person(s) shall have experience as a Flagger and have experience in supervision of others. This person(s) shall be approved by the Engineer. This person shall work with the Engineer, monitor traffic flow, and have the authority to call in additional flagging personnel. This person may be one of the Flaggers actively working on the project. Warning lights shall be placed on top of flagging station signing and shall be yellow in color. This shall be incidental to the contract lump sum price for TRAFFIC CONTROL, MISCELLANEOUS. The Flagging stations shall be lighted during nighttime operations. The light shall be located and adjusted such as not to impact any nearby residences. All costs associated with the flagging station lighting shall be incidental to the contract lump sum price for TRAFFIC CONTROL, MISCELLANEOUS.

The Contractor shall be responsible for maintaining all existing traffic control signing for the safety of the traveling public. All traffic control devices used on this project shall be new or in like-new condition, as approved by the Engineer. Channelizing Devices, Drums and/or Type 2 Barricades shall be maintained to a minimum height of 3’ above the surface which is being used to maintain traffic.

SHEETING FOR TRAFFIC CONTROL SIGNS All fluorescent orange background material on traffic control signs, all temporary delineators, and all temporary STOP (R1-1), YIELD (R1-2), DO NOT ENTER (R5-1), and WRONG WAY (R5-1a) signs shall conform to the requirements of ASTM D4956 Type IX or XI. All other traffic control signs and background colors shall conform to the requirements of ASTM D4956 Type IV.

STOP BARS

Stop bars will be required as per Standard Plate 634.25. The stop bars shall be temporary pavement marking tape, and shall be paid for as a 4” equivalent at the contract unit price per foot for 4” Temporary Pavement Marking Tape Type I.

EXISTING PCC PAVEMENT The existing pavement is Non-reinforced PCC Pavement. Route Pavement Type US 81 (S of SD 28) Jointed 20’ Spacing SD Hwy 15 (Milbank) Jointed 20’ Spacing Existing contraction joints are spaced at approximately 20 to 40'. Longitudinal joints are reinforced with No. 5 x 24” deformed tie bars spaced 30” to 48” center to center. Transverse joints are reinforced with 1¼” x 18” plain round dowel bars spaced 12” center to center. The aggregate in the PCC Pavement is quartzite.

REMOVE CONCRETE PAVEMENT / CURB AND GUTTER Approximate locations of existing non-reinforced concrete pavement to be removed are provided in the table of PCCP Repair Areas. Prior to removal the Contractor shall saw cut full depth at the limits of the removal area as directed by the Engineer. The Contractor shall notify the Engineer two working days prior to beginning work at each location so the Engineer may mark out removal limits. The Engineer shall mark exact dimensions prior to removal of concrete pavement. Payment will be made for quantity marked out and measured in the field. Variations from plans estimated quantities and/or locations will not be considered cause for re-negotiation of the contract unit prices.

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

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NH-P 0012(216)

Revised 2-25-19 MAW

9 25

REMOVE CONCRETE PAVEMENT / CURB AND GUTTER (Cont.) Care shall be exercised in the removal of concrete slab panels to avoid damage to adjacent pavement, manholes and growth joints. Damage to adjacent pavement, manholes and/or growth joints shall be repaired to the satisfaction of the Engineer at the Contractor’s expense. After concrete or curb and gutter removal has been accomplished, the Contractor shall shape, water and recompact the remaining granular material prior to placement of concrete or curb and gutter. Any additional gravel cushion required to prepare the area shall be furnished and placed by the Contractor and shall be incidental to the contract unit price per square yard for NONREINFORCED PCC PAVEMENT REPAIR or per foot for TYPE B68/68.5 CONCRETE GUTTER. Gravel cushion material shall be from a Contractor furnished source. Water content and compaction shall be to the satisfaction of the Engineer. Removal of Concrete Pavement or Curb and Gutter will be incidental to the contract unit bid price per square yard for NONREINFORCED PCC PAVEMENT REPAIR or per foot for TYPE B68/B68.5 CONCRETE CURB AND GUTTER. This payment will be full compensation for full depth sawing, concrete breakout and removal of all PCC Pavement or Curb and Gutter, disposal of all removed material, and all equipment, labor, and incidentals necessary to satisfactorily complete work. All removed concrete shall be removed from the right of way by the end of the workday and disposed of at the Contractor’s waste disposal site.

STEEL BAR INSTALLATION The Contractor shall install the steel bars (1 1/4 inch epoxy coated plain round dowel bars and No. 5 and No. 9 epoxy coated deformed tie bars) into drilled holes in the existing concrete pavement. An epoxy resin adhesive must be used to anchor the steel bar in the drilled hole. The steel bars shall be cut to the specified length by sawing and shall be free from burring or deformations. Shearing will not be permitted. Steel bars shall not be placed closer than 6 inches to any longitudinal joint or pavement edge, not closer than 18 inches to any transverse joint, and not closer than 15 inches to any construction joint. Concrete shall be placed when the epoxy for anchoring the steel bars has hardened sufficiently to permit no movement of the steel bars as recommended by the manufacturer.

ASPHALT CONCRETE SHOULDERS To allow for form placement at locations where full depth repairs are adjacent to asphalt concrete shoulders, the Contractor shall saw cut full depth existing asphalt concrete shoulder. The saw cut shall be parallel to and no more than one foot from existing pavement edge. All costs incurred in performing the above-mentioned work, and for equipment, labor, and incidentals necessary to complete work shall be incidental to the contract unit price per square yard for NONREINFORCED PCC PAVEMENT REPAIR.

Upon completion of pavement repair, the Contractor shall re-establish the asphalt concrete shoulder. Asphalt Concrete Composite shall be placed at a depth that matches that of the existing asphalt concrete shoulder. All costs for furnishing and installing granular material, for Asphalt Concrete Composite, and for all equipment, labor, and incidentals necessary to complete work shall be incidental to the contract unit price per square yard for NONREINFORCED PCC PAVEMENT REPAIR.

ASPHALT CONCRETE COMPOSITE The asphalt binder used in the mixture shall be PG 58-34, 64-22, or 64-28 Asphalt Binder. All other requirements in the specifications for Asphalt Concrete Composite shall apply.

NONREINFORCED PCC PAVEMENT REPAIR Concrete that requires removal and replacement, as determined by the Engineer, will be measured and paid for at the contract unit price per square yard for NONREINFORCED PCC PAVEMENT REPAIR. Concrete shall meet the requirements of the specifications section 380, except as modified by the following notes: The slump requirement will be limited to 3” maximum after water reducer is added and the concrete shall contain 4.5% to 7.0% entrained air. Coarse aggregate shall be crushed ledge rock, Size No. 1. Mix proportions shall be as follows, dependent upon type of cement the Contractor elects to use:

LB./CU.YD LB./CU.YD

CEMENT 800 (TYPE I-II) 710 (TYPE III)

FINE AGGREGATE 1039 1114

COARSE AGGREGATE 1726 1668

The use of a High Range water reducer at manufacturer’s recommended

dosage will be required. Concrete shall be cured for a minimum of 48 hours before opening to traffic. The 48 hours is based upon a concrete temperature of 60 degrees Fahrenheit or higher throughout the cure period. If the concrete temperature falls below 60 degrees Fahrenheit, the cure time shall be extended or other measures shall be taken, at no additional cost to the State. In addition to the time requirements a strength of 4,000 psi must be attained prior to opening to traffic.

A broom finish will be required. A transverse metal tine finish will be required as specified by the Engineer. Prior to opening to traffic, transverse and longitudinal joints shall be temporarily sealed with a backer rod of sufficient size approved by the Engineer. The cost of the backer rod and its installation shall be incidental to the contract unit price per square yard for NONREINFORCED PCC PAVEMENT REPAIR. This backer rod shall be removed during permanent joint sealing operations. Construction Joints shall be constructed in accordance with the details shown on Sheet 19 and shall be incidental to the contract unit price per square yard for NONREINFORCED PCC PAVEMENT REPAIR. Tie bars that require drilling holes and epoxy injection shall be measured and paid for at the contract unit price per each for INSERT STEEL BAR IN PCC PAVEMENT. Placement of NONREINFORCED PCC PAVEMENT REPAIR will be paid for at the contract unit price per square yard. This payment will be full compensation for removal of in place concrete, for concrete, and for equipment, labor, and incidentals necessary to satisfactorily complete the work.

CONCRETE CURB AND GUTTER Concrete Curb and Gutter repair maybe encountered or required on SD15 and US81 during pavement repair. (Standard Plate 650.01) Concrete details and mix design utilized in concrete gutter repairs shall be as described in the Nonreinforced PCC Pavement Repair notes. All joints (longitudinal and transverse) through and around repair areas shall be sawed and sealed in accordance with the details shown in these plans. All costs incurred in performing the aforementioned work including furnishing and placing concrete gutter, sawing and sealing joints, labor, tools and equipment shall be incidental to the contract unit price per foot for TYPE B68 CONCRETE CURB AND GUTTER or TYPE B68.5 CONCRETE CURB AND GUTTER.

SAW AND SEAL JOINTS all joints after grinding Transverse joints in the driving lane shall be sawed and sealed with Low Modulus Silicone Sealant after operations in accordance with the details shown in these plans. Widening of the joint shall be minimized during sawing and shall only be widened as necessary to provide a clean surface. Each joint shall not be widened more than 1/16 inch. This may require 2 passes with the saw, one pass for each side of the joint. Joint sealing shall conform to Section 380.3 P. Cost for sawing and sealing transverse joints shall be included in the contract unit price per foot for Saw and Seal Joint.

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216)

Revised 2-25-19 MAW

10 25

JOINT SEALANT Low Modulus Silicone Sealant may be used in place of Hot Poured Elastic Joint Sealer on any Longitudinal or Transverse Joint. Details have been included to seal the transverse joints with either silicone of hot pour. The contractor has the option to use either hot pour or silicone detail for sealing transverse joints. If standard plate 380.06 is utilized, no 45 degree bevel will be required.

JOINT SEALING

SEALING RANDOM CRACKS IN PCC PAVEMENT

Random cracks shall be repaired in accordance with the detail for Sealing Random Cracks In Concrete Pavement. Reservoir dimensions may vary slightly from the details, due to the nature of this operation. However, any variance due to Contractor negligence will be repaired at the Contractor’s expense. Only those Random Cracks in the existing concrete pavement with joints that are open and accept water and incompressibles as selected by the Engineer shall be prepared and sealed with low modulus silicone sealant. Each random crack shall be routed and the joint and roadway surface immediately cleaned by flushing with water or compressed air. The use of a concrete saw to route the crack will not be allowed. If there is any existing joint filler remaining in the cracks following routing, it shall be satisfactorily removed prior to sealing. Just prior to sealing, the sides of the routed crack shall be cleaned by sandblasting and the routed reservoir blown clean with compressed air. On SD Hwy 15, thru Milbank SD, many of the random cracks have been previously filled with hot pour. The sealant shall be placed in the routed reservoir with equipment and by methods that insure complete and uniform filling. Backer rod may be used in wider random cracks. Sealing Random Cracks in PCC Pavement will be measured to the nearest 0.1 foot of random cracks sealed and accepted on the project.

All costs for routing and sealing random cracks shall be incidental to the contract unit price per foot for SEAL RANDOM CRACKS IN PCC PAVEMENT.

SEDIMENT CONTROL AT INLETS WITH FRAMES AND GRATES This type of sediment control device should be used where there is pavement in the vicinity of the drop inlets and storm water or sediment could possibly enter the frame and grate. Sediment Control at Inlet with Frame and Grate will be installed prior to working around the drop inlets. The Contractor will be responsible for maintaining and repairing the sediment control devices for the duration of the project for which sediment control measures are required. Maintenance will be scheduled to prevent storm water from backing up into the driving lane. “Sediment Control at Inlet with Frame and Grate” will be paid for one time at each location, regardless of the number of times the sediment control devices are installed, inspected, cleaned, removed, repaired, or replaced. All costs associated with furnishing, installing, inspecting, maintaining, cleaning, sediment removal, and repairing Sediment Control at Inlet with Frame and Grate will be incidental to the contract unit price per each for “Sediment Control at Inlet with Frame and Grate”. Sediment collection devices will be: A sediment control device as shown on Standard Plate 734.10. Filter fabric

used for constructing the sediment control at inlets with frames and grates will be the same type of fabric that is used in high flow silt fence from the approved product list. The approved product list may be viewed at the following internet site:

http://sddot.com/business/certification/products/Default.aspx

Sediment Control at Inlet with Frame and Grate Approved List:

Product Manufacturer

InfraSafe Debris Collection Device with filter sock

Royal Environmental Systems, Inc. Stacy, MN Phone: 1-800-817-3240 www.royalenterprises.net

Dandy Curb Sack and Dandy Curb Bag for curb inlets.

Dandy Bag, Dandy Sack, and Dandy Pop for median drains.

Dandy Products Inc. Dublin, OH Phone: 1-800-591-2284 www.dandyproducts.com

Silt Trapper Storm Water Solutions Lakeville, MN Phone: 1-952-461-4376 www.silttrapper.com

DIP Basket Skyview Construction Co., LLC Waubay, SD Phone: 1-605-520-0555 www.skyviewconst.com

FLEXSTORM Inlet Filters Inlet and Pipe Protection, Inc. Naperville, IL Phone: 1-866-287-8655 www.inletfilters.com

GR-8 Guard or

Combo Guard

ERTEC Environmental Systems LLC Alameda, CA Phone: 1-866-521-0724 www.ertecsystems.com

Sediment Catchers Shaun Jensen Brookings, SD Phone: 1-605-690-4950

Grate FX, Slammer, or VertiPro Enviroscape ECM, Ltd. Oakwood, OH Phone: 1-419-594-3210 www.strawblanket.com

BX Inlet Sediment Boxes BX Civil and Construction Dell Rapids, SD Phone: 1-605-428-5483 bx-cc.com

EZ-Flo and EZ-Catch

Flo-Water, LLC West Des Moines, IA Phone: 1-515-577-6763 www.flo-water.net

Basin Bag Pro Drain Systems, Inc. Highland, MI Phone: 1-248-329-7001 www.prodrainsystems.com

STREET SWEEPING Vehicle tracking of sediment from the construction site will be minimized. Street sweeping will be used if erosion and sediment control best management practices are not adequate to prevent sediment from being tracked onto the street. The Contractor will use a pickup broom having integral self-contained storage to clean the roadway. The pickup broom used will be a minimum of 6 feet wide and have working gutter brooms. At a minimum, sweeping will be required: 1.Prior to opening any segment or roadway to traffic. 2.When sawing operations are underway in the inside driving lanes, the outside driving lanes and gutter may need to be swept to control dust. All costs for cleaning the roadway with a pickup broom will be incidental to the contract unit price per hour for “Sweeping”.

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216) 11 25

13

12

35 36 31

18 17

MIL BANK

15

POP. 3,640

12

R 48 W R 47 W

T 120

N

63

6 3

7

7

8

8

9

9 10

10

18 17 16 15

19 20 21 22

3028 27

31 32 33 34

1817 15

1920 22

30 29 28 27

31 32 3334

5

5 43

910

ARLINGTON

81

FAS

FAS

2.4

44°30’

4

POP. 992

196 ST

198 ST

199 ST

200 ST

201 ST

202 ST

203 ST

204 ST

205 ST

206 ST

207 ST

208 ST

209 ST

455

AV

E

456

AV

E

458

AV

E

10

2 1 65

11 127

8 9

1514

13 18 17

23 24

28

28

81

0 �

SCALE IN MILES

1920

4.6

26 2530

36

452

AV

E

453

AV

E

455

AV

E

456

AV

E

458

AV

E

3

10

10

14 13

242322

2224

14 13

25

25

2627

27

11 12

2 1

35 36

363534

3

2

11

14

ARL INGTON

.

C

2.2

15

POP. 992

0

452

AV

E

453

AV

E

198 ST

200 ST

201 ST

209 ST

R 52 WR 53 W

T 113

NT 112

NT 111 N

T 110

N

81

62+56

9+66

13+78 (2ND)

0+00 AH (2ND)

101+29.74 BK =

EQUATION

155.98 FT = 0.0295 MILES

STA 35+77.49 (2ND)

STA 34+21.51 (2ND) TO

MRM 175.68

STR. NO. 26-290-068

BRIDGE

MRM 119.80 + 0.034

STA 42+61.37

BEGIN P 0012(158)

STA 76+24.82 AH

STA 76+24.91 BK =

EQUATION

STA 676+97.48 AH

STA 676+96.88 BK =

EQUATION

STA 745+12.36 AH

STA 745+21.62 BK =

EQUATION

MRM 135.00 + 0.309

STA 861+85.85

END P 0012(158)

MRM 173.00 + 0.292

STA 9+17.27

BEGIN P 0012(158)

MRM 176.06 + 0.050

STA 56+40.00 (2ND)

END P 0012(158)

W20-1

AHEAD

WORK

ROAD

ROAD WORK

END

G20-1 G20-2 G20-1

NEXT 3 MILES

ROAD WORK

NEXT 15 MILES

ROAD WORK

1

12

1

FIXED LOCATION GROUND MOUNTEDBREAKAWAY SUPPORT SIGNS

12

3

4

11

14

2

3 42

1

12

321

1

12 25

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216)

13 25NH-P 0012(216)

Posted Spacing of Spacing of Speed Advance Warning Channellzlng

Prior to Signs Devices Work <Feet> <Feet)

(M.P.H.) <A> (G) 0 - 30 200 25 35 - 40 350 25

45 500 25 50 500 50 55 750 50

60 - 65 I 000 50

.--------- F I a g g er

• Channelizing Device

For low-volume traffic situations with short work zones on straight roadways where the flogger is visible

Warning sign sequence~ in opposite direction same as below.

to road users approaching from both directions, a single flogger may be used.

The ROAD WORK AHEAD and the END ROAD WORK signs may be omitted for short duration operations <I hour or less>.

For tack and/or flush seal operations, when floggers are not being used, the FRESH OIL sign <W21-2) shall be displayed in advance of the liquid asphalt areas.

Flashing warning lights and/or flags may be used to call attention to the advance warning signs.

The channelizing devices shall be drums or 42" cones.

Channelizing devices are not required along the centerline adjacent to work area when pilot cars are utilized for escorting traffic through the work area.

z-ozn )IHOM OVOH

ON3

Channelizing devices and floggers shal I be used at intersecting roads to control intersecting road traffic as required.

The buffer space should be extended so that the two-way traffic taper is placed before a horizontal or vertical curve to provide adequate sight distance for the flogger and queue of stopped vehlcles.

The length of A may be adjusted to fit field conditions.

Published Date: 4th Dtr. 2018

s D D 0 T

i_ •

0 N

• • •

t

;,,, 0 3: L ' Q) 0 0. ;r: 0

0 ]1-t--0~ a>.~ -~c'l-

0'1-...J 0

<

<

L Q) IC 0

<Optlonoll

GUIDES FOR TRAFFIC CONTROL DEVICES LANE CLOSURE WITH FLAGGER PROVIDED

June 3, 2016

PLATE NUMBER

634.23

Sheet I of I

(IDUO!idQ)

dl-£1M

(IDUOfidQl

z ozn !I

]

The channelizing devices shall be drums or 42" cones.

0 0 ID ' 0

0 U1

The length of A may be adjusted to fit field conditions.

Published Date: 1st Dtr. 2019

s D D 0 T

STATE OF SOUTH

DAKOTA

PROJECT

Posted Spacing of Spacing of Speed Advance Warning Taper Channelizing

Prior to Signs Length Devices Work <Feet) <Feet> <Feet)

<M.P.H.> <A> <U <G> 0 - 30 200 I BO 25

35 - 40 350 320 25 45 500 600 25 50 500 600 50 55 750 660 50

60 - 65 I 000 780 50

!It~ ,~--+--+-----r G20-2

L.•

0 0 ID

' 0 0 U1 0

CX)

<Optlonoll

.r.• 21•-=--+-+----'-

•

~r.

t

~ 24" White Temporary Pavement Marking

G) 4" Yellow Temporary Pavement Marking


••Need and safe speed to be determined at the site by the Highway Authority.

---Type 3 Barricade

0 CX)

'

W13-IP <Optlonoll

June 3, 2016

GUIDES FOR TRAFFIC CONTROL DEVICES LANE CLOSURE USING STOP SIGNS

PLATE NUMBER

634.25

Sheet I of I

14 25NH-P 0012(216)

uo.JABl.l:J 101-1-uenbes

~

Pavement markings no longer applicable shall be removed or obliterated as soon as practical.

Temporary pavement markings shal I be used if traffic control must remain overnight.

The channelizing devices shall be 42" cones or drums.

(IDUD!.j.dQ)

~ ~~

42" cones may be used in place of the drums shown in the taper if setup wil I not be used during night time hours.

Use opposing left lane closure only when work may encroach in that lane. If closure is not required use only the ROAD WORK AHEAD sign for opposing traffic and center line channelizing markers.

The length of A and L may be adjusted to fit field conditions.


s D D 0 T

•

~r:

•

I

Posted Speed

Prior to Work

CM.P.H.l 0 - 30

35 - 40 45 50 55

60 - 65

t t

l •

t I t

Spacing of Spacing of Advance Warning Taper Channelizing

Signs Length Devices CFeetl CFeetl CFeetl

CAl (L) CGl 200 180 25 350 320 25 500 600 25 500 600 50 * 750 660 50 * 1000 780 50 * * Spacing is 40' for 42" cones.

© Reflectorized Drum


(D 4" Yellow Temporary Pavement Marking

END ROAD WORK

G20-2 (Optionoll

_.J~

Arrow Boord Sequential Chevron

June 3. 2016

GUIDES FOR TRAFFIC CONTROL DEVICES 4-LANE UNDIVIDED, LEFT LANE CLOSED

PLATE NUMBER

634.48

Sheet I of I

CPBPJS e1qnom 8PDOJ.J.JD8 £ ed.<!


(IOUOJ+dQ)

Z-OZ:J llHOM OYOH

ON]

Urban areas and intersecting streets may llmlt sign spacing.

The length of A and L may be adjusted to fit field conditions.

The channelizing devices shal I be 42" cones or drums.


!

s D D 0 T

~ t

I I

STATE OF SOUTH

DAKOTA

PROJECT

Posted Spacing of Speed Advance Warning Taper

Prior to Signs Length Work CFeetl CFeetl

CM.P.H.l CAl (L)

0 - 30 200 180 35 - 40 350 320

45 500 600 50 500 600 55 750 660

60 - 65 1000 780

~ G20-2 COptTonoll

Type 3 Borrlcode (Double Sided)

Spacing of Channelizing

Devices CFeetl

CGl 25 25 25 50 50 50

I I

GUIDES FOR TRAFFIC CONTROL DEVICES 3-LANE, CENTER LANE CLOSED

June 9. 20/l

PLATE NUMBER

634.52

Sheet I of I

TOTAL SHEETS

15 25NH-P 0012(216)

6' to 12'

RURAL DISTRICT

• E :::J E ·c ~

E E :::J E :::J

·c E ·c ~ ~ in r-

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 :::J E

E E :::J :::J c E E ·c :~ ~

~ :::i: in r-s:r

Sign shall be level •

<Not applicable to regulatory signs)

September 22. 2014

Published Date: 4th Dir. 2018

s D D 0 T

CRASHWORTHY SIGN SUPPORTS (Typical Construction Signing)

PLATE NUMBER

634.85

Sheet I of I

STATE OF SOUTH

DAKOTA

PROJECT

---------- 1 Anchor ,.,,, ...... - ............... ~ Post or Slip Base

/. . .. ·, Examples of~ / ·,,

60" Chord Line \:/ ', Clearance Checks / \

' I , ,

I , ' I

' ' I . . \

I , /'

\

, ,

' \ ' . I

' ' I , ' I

.... ..... _________ _ _./'-_ 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 (bend) at the base.


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 SIGNS

CONVENTIONAL ROAD

SIGN

CODE SIGN DESCRIPTION NUMBER SIGN SIZE

SQFT

PER SIGNSQFT

0.000001

R1-1 STOP 4 30'' 5.2 20.8

R3-2 LEFT TURN PROHIBITION (symbol) 1 24'' x 24'' 4.0 4.0

W1-3 REVERSE TURN (L or R) 2 48'' x 48'' 16.0 32.0

W1-4 REVERSE CURVE (L or R) 2 48'' x 48'' 16.0 32.0

W3-1 STOP AHEAD (symbol) 4 48'' x 48'' 16.0 64.0

W3-4 BE PREPARED TO STOP 4 48'' x 48'' 16.0 64.0

W4-2 LEFT or RIGHT LANE ENDS (symbol) 4 48'' x 48'' 16.0 64.0

W9-3 CENTER LANE CLOSED AHEAD 2 48'' x 48'' 16.0 32.0

W16-2P ___ FEET (supplemental distance plaque) 4 30'' x 24'' 5.0 20.0

W20-1 ROAD WORK AHEAD 8 48'' x 48'' 16.0 128.0

W20-4 ONE LANE ROAD AHEAD 8 48'' x 48'' 16.0 128.0

W20-5 LEFT or RIGHT LANE CLOSED AHEAD 6 48'' x 48'' 16.0 96.0

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

G20-1 ROAD WORK NEXT _15_ MILES 2 36'' x 18'' 4.5 9.0

G20-1 ROAD WORK NEXT _3_ MILES 2 36'' x 18'' 4.5 9.0

G20-2 END ROAD WORK 4 36'' x 18'' 4.5 18.0 0.000001

CONVENTIONAL ROAD

TRAFFIC CONTROL SIGNS SQFT784.8

1

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216)

Revised 2-25-19 MAW

16 25

NONREINFORCED PCC PAVEMENT REPAIR

DB

A

DB

AD

BA

DB

A

DB

A

KEY:

PCC Pavement Repair Area

basis, on construction by the Engineer.

shoulder to be determined on a case-by-case

3 Need for bars in small repair areas on/near the

the width of the existing concrete pavement.

2 Edges of repair areas shall be formed to match

constructed/maintained full roadway width.

1 Where possible, transverse joints shall be

Saw around repair areas full depth for removal.NOTES:

3 Typical

2 Typical

Drilled In - spaced 30" center to center.

No. 5 x 24" epoxy coated deformed tie bars.

Construction Joint - spaced 48" center to center.

Sawed Joint - spaced 48" center to center.


Steel Bars for Longitudinal Joints

TYPICAL REPAIR AREAS

ANY SINGLE LANE ROADWAY (RAMPS, ETC.)

DB

A

W

T

R

B

Dowel Bar Assembly

Two Tied Joints with Original Joint Restored with

One Working & One Tied Joint

Two Tied Joints

width and uniform length (across entire driving surface))

Two Working Joints (Use only if repair is full roadway

PCC PAVEMENT REPAIR AREA TYPES:

Existing Joint Spacing Existing Joint Spacing Existing Joint Spacing Existing Joint SpacingExisting Joint Spacing

REPAIR AREAS LESS THAN LANE WIDTH

RESTORED

JOINT

ORIGINAL

RESTORED

ORIGINAL JOINT

JOINTS

TRANSVERSE

EXISTING

BETWEEN

C & G

GUTTER

CURB &SHOULDERAND SHOULDER

CURB & GUTTER

Asphalt Concrete ShoulderPCCP Shoulder

GUTTER

CURB &

Asphalt Concrete ShoulderPCCP Shoulder Shoulder

Shoulder

ORIGINAL JOINTS RESTORED

(Typical)

for removal.

Saw full depthR

R R

RR

W B

B

BT

T T1 Typical

DRIVING SURFACE

ACROSS ENTIRE

LENGTH &

UNIFORM

Lane

DB

A

DB

A

SlabVar.

SlabVar.

DB

A

Dowel Bar Assembly

tie bars spaced 18" center to center. Drilled in No. 8 x 18" epoxy coated deformed

dowel bars spaced 18" center to center. Drilled in 1" x 18" epoxy coated plain round Pavement Thickness < 8.5"


dowel bars spaced 18" center to center. Drilled in 1…" x 18" epoxy coated plain round Pavement Thickness >= 8.5" and < 10.5"


dowel bars spaced 18" center to center. Drilled in 1‰" x 18" epoxy coated plain round Pavement Thickness >= 10.5"

Steel Bars for Transverse Joints

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216) 17 25


Existing Joint Spacing Existing Joint Spacing Existing Joint Spacing Existing Joint Spacing

LC

Existing Joint Spacing

DB

A

DB

A

DB

A

REPAIR AREAS LESS THAN LANE WIDTH

DB

AD

BA

DB

A

RESTORED

JOINT

ORIGINAL

RESTORED

ORIGINAL JOINT

JOINTS

TRANSVERSE

EXISTING

BETWEEN

DB

DB

A

C & G

GUTTER

CURB &SHOULDERAND SHOULDER

CURB & GUTTER

Asphalt Concrete ShoulderPCCP Shoulder

GUTTER

CURB &

Asphalt Concrete ShoulderPCCP Shoulder Shoulder

Shoulder

ALL LANES

ACROSS

LENGTH &

UNIFORM

ORIGINAL JOINTS RESTORED

(Typical)

for removal.

Saw full depthR

R R

RR

W B

B

BTT T

KEY:

PCC Pavement Repair Area

W

T

R

B

Dowel Bar Assembly

Two Tied Joints with Original Joint Restored with

One Working & One Tied Joint

Two Tied Joints

roadway width and uniform length (across all lanes))

Two Working Joints (Use only if repair is full

PCC PAVEMENT REPAIR AREA TYPES:

basis, on construction by the Engineer.

shoulder to be determined on a case-by-case

3 Need for bars in small repair areas on/near the

the width of the existing concrete pavement.

2 Edges of repair areas shall be formed to match

constructed/maintained full roadway width.

1 Where possible, transverse joints shall be

Saw around repair areas full depth for removal.NOTES:

1 Typical

2 Typical

Drilled In - spaced 30" center to center.


Construction Joint - spaced 48" center to center.

Sawed Joint - spaced 48" center to center.


Steel Bars for Longitudinal Joints

TYPICAL REPAIR AREAS

UP TO TWO LANE ROADWAY OR UP TO FOUR LANE DIVIDED ROADWAY

Slab12’ to 15’

Slab12’ to 15’

DB

A

Dowel Bar Assembly


dowel bars spaced 18" center to center. Drilled in 1" x 18" epoxy coated plain round Pavement Thickness < 8.5"


dowel bars spaced 18" center to center. Drilled in 1…" x 18" epoxy coated plain round Pavement Thickness >= 8.5" and < 10.5"


dowel bars spaced 18" center to center. Drilled in 1‰" x 18" epoxy coated plain round Pavement Thickness >= 10.5"

Steel Bars for Transverse Joints

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216) 18 25

T

Grease Grease

T/2

T/2

Drilled Hole Drilled Hole

T/2

T/2

9"

9"

9"

9"Pavement

Existing

Joint

Working

Joint

Working

Pavement

Existing

3/8" 3/8"

TYPE W - (TWO WORKING JOINTS)

PLAIN ROUND DOWEL BAR INSERTION

in Urban Section

Hot Poured Elastic Joint Sealer

Silicone Sealant in Rural Section,

Backer Rod and Low Modulus

Sawed joint to be filled with:

in Urban Section





Repair Length

TN

(See Table)

Round Dowel Bar

Epoxy Coated Plain


3/8"

Drilled Hole

9"

9"

Grease

9"

Drilled Hole

9"

Joint

Working

5/8"

Joint

Tied

3/8"

T/2

T/2

T/2

T/2

TPavement

Existing

Pavement

Existing

TYPE B - (ONE TIED JOINT AND ONE WORKING JOINT)

DEFORMED TIE BAR AND PLAIN ROUND DOWEL BAR INSERTION

in Urban Section





in Urban Section


in Rural Section,

Low Modulus Silicone Sealant


Repair Length

TN

(See Table)

Deformed Tie Bar

Epoxy Coated

(See Table)

Round Dowel Bar

Epoxy Coated Plain


3/8"

9"

9"

9"

9"

5/8"

Joint

Tied

Joint

Tied

5/8"

3/8"

T/2

T/2

T/2

T/2

TPavement

Existing

Pavement

Existing

TYPE T - (TWO TIED JOINTS)

DEFORMED TIE BAR INSERTION

in Urban Section


in Rural Section,



in Urban Section


in Rural Section,



Repair Length

TN

(See Table)

Epoxy Coated Deformed Tie Bar


3/8"

9"

9"

9"

9"

5/8"

Joint

Tied

Joint

Tied

5/8"

3/8"Joint

Working

T/2

T/2

T/2

T/2

TPavement

Existing

Pavement

Existing

Assembly

Dowel Bar

TYPE R - (TWO TIED JOINTS AND ONE WORKING JOINT - ORIGINAL JOINT RESTORED)

DEFORMED TIE BAR INSERTION WITH DOWEL BAR ASSEMBLY

in Urban Section


in Rural Section,



in Urban Section


in Rural Section,



in Urban Section



Backer Road and Low Modulus


Repair Length

TN

(See Table)

Epoxy Coated Deformed Tie Bar


Cost for furnishing and installing dowel bar assembly shall be included in the contract unit price per each for Dowel Bar.

price per each for Insert Steel Bar in PCC Pavement.

Cost for furnishing and inserting steel bars (deformed tie and plain round dowel) shall be included in the contract unit

Bar embedded to a minimum depth of 9 inches into the existing pavement by utilizing an epoxy resin adhesive.

T = New pavement thickness.

T = Existing pavement thickness.

N

Thickness

Pavement

Existing

Dowel Bar Size

Plain Round

Epoxy Coated

T >= 10.5" 1‰" x 18"

T < 10.5"

T >= 8.5" &1…" x 18"

T < 8.5" 1" x 18"

Tie Bar Size

Deformed

Epoxy Coated

No. 11 x 18"

No. 9 x 18"

No. 8 x 18"

N

of existing pavement)

shall be flush with top

(top of new pavement

T = T

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216) 19 25

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216) 20 25

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216) 21 25

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216) 22 25

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

STATE OFSHEET

NO.

TOTAL

SHEETSPROJECT

SOUTH

DAKOTA

tr

wa1nt16

Plotted

Fro

m -

NH-P 0012(216) 23 25

24 25NH-P 0012(216)

I 6" , 2" 24" VThe stated radii on the plans

I I 22" and cross sections refer to this line and it shall also be --

. .. .. .. ~1 the basis for horizontal '/<"to y,- R. ~ . " ~ linear foot measurement ~ u: .3" R · .... 3

3" R. CTyp.l and payment. . ·,\ <Ll . " .

I q

5'l.SloPe O O • , ] ·~ - - - - -

' ,Q • 4 .

,(> ... ... I> • ' t> a-=

._£' q ..• •• t> '

q I> I>

.<l . b. 2% Slooe ' q . " . q .

- .I 1 .. 32"

T, T2 Cu. Yd. Lin. Ft.

Type Per Per (Inches> (Inches> Lin.Ft. Cu. Yd.

B66 6 5Y,r, 0.057 17.7 B67 7 6Y1r, 0.065 15.4 B68 8 1Y,r, 0.073 13.7

B68.5 8.5 7o/ir, 0.077 13.0 B69 9 8Y1r, 0.081 12.3

B69.5 9.5 8o/ir, 0.085 11.7 B610 10 9Y,r, 0.090 11 .2

B610.5 10.5 9o/ir, 0.094 I 0.7 B61 I 11 I OYir, 0.098 10.2

B61 l .5 11.5 IOo/ir, 0.102 9.8 B612 12 I IY1r, 0.106 9.4

GENERAL NOTES:

When concrete curb and gutter longitudinally adjoins new concrete pavement.the method of attachment shall be by one of the methods shown on Standard Plate 380.11.

See Standard Plate 650.90 for expansion and contraction joints in the curb and gutter.

September 6, 2008

s PLATE NUMBER 0

TYPE B CONCRETE CURB AND GUTTER 650.01 0

Published Date: 4th Dtr. 2018 0 Sheet I of I T

STATE OF SOUTH

DAKOTA

Low Modulus * Silicone Sealant Sowed Joint Filled

with Hot Poured Elastic Joint Sealer

I> .

"" q. . . . .

. . q

.q • " .. q .. ·. q

Bottom of Sowed Joint

I>

• I>

SECTIONAL VIEW B

( Curb and Gutter Placed Monolithic with Adjacent Mainline PCC Pavement l

A

I> .

"" q . . . . .

. . q

• q • q

Low Modulus * Silicone Sealant

Bottom of Sawed Joint

SECTIONAL VIEW

C

C

.. . ' I>

I> .

I> • I>

I>

• I> ... • <I ••

( Curb and Gutter not Placed Monolithic with Adjacent Mainline PCC Pavement or Mainline

Surfacing is not PCC Pavement l


I> .,: ,

I-

I>

PROJECT


CJ I Js" to 1/4"

• I> . 1> • ' 1>

' • I>

SECTION A-A

Sowed Joint Filled with Hot Poured Elastic Joint Sealer

JI _'Is" to '/4''

• I> . I> • t> ·

I>. . t>'. I>

• t> ' • . I>

I> •

. ,<I.· I> • I>

. " . t> ' I> '

I> .

I> •• I>

I> b • t> • • ~ . q . . <I .

SECTION B-B

I> .

I>

• • I>

I> ' I>

I-• ,<I,'

• The silicone sealant shall be placed such that it completely seals the joint and is bonded to the sides of the clean joint as approved by the Engineer •

I> • I>

. " . I>. •• I>

SECTION C-C


s 0 0 0 T

September 6, 2013

PLATE NUMBER

JOINTS IN CONCRETE CURB AND GUTTER 650.90

Sheet !of 2

25 25NH-P 0012(216)

GENERAL NOTES:

Low Modulus * Sill cone Seal ant


Y2" Preformed Expansion** Joint Filler

SECTIONAL VIEW SECTION D-D ( Curb and Gutter at Y2" Preformed

Expansion Joint Fii ler Location l

* The silicone sealant shall be placed such that it completely seals the joint and is bonded to the sides of the clean joint as approved by the Engineer.

For illustrative reason, only the type B curb and gutter is shown.

** A Y2" preformed expansion joint filler shall be placed transversely in the curb and gutter at the fol lowing locations:

I. At each junction between the radius return of curb and gutter and curb and gutter which is para I lei to the project centerline.

2. At each junction between new curb and gutter and existing curb and gutter.

Transverse contraction joints shall be constructed at IO' intervals in the concrete curb and gutter except when the concrete curb and gutter is constructed adjacent to mainline PCC pavement. When concrete curb and gutter is constructed adjacent to mainline PCC pavement, a transverse contraction joint shall be constructed in the concrete curb and gutter at each mainline PCC pavement transverse contraction joint location.

When concrete curb and gutter is not placed monolithically with the mainline PCC pavement or when the adjacent mainline surfacing is not PCC concrete, the transverse contraction joints in the concrete curb and gutter shall be W2 inches deep if formed in the fresh concrete using a suitable grooving tool. If a sow is used to cut the contraction joints, then the depth of the joint shol I be at least 1/ 4 the thickness of the concrete and the joint shal I be sealed in accordance with the details shown above.


s D D 0 T

JOINTS IN CONCRETE CURB AND GUTTER

September 6, 2013

PLATE NUltlSER

650.90

Sheet 2 of 2

STATE OF SOUTH

DAKOTA

PROJECT

L = Length of Grate

W = Width of Grate

Filter Fabric

2"x4" = L + 16"

ISOMETRIC VIEW

GENERAL NOTES:

The grate and curb and gutter shown are for illustrative purposes only.

The sediment control at inlet with frame and grate shall be placed at locations stated in the plans or at locations determined by the Engineer.

The filter fabric shall be the type specified in the plans.

The filter fabric shall be placed in the inlet opening prior to placing the grate. Approximately 18 inches of excess filter fabric shall be wrapped around the 2"x4" and stapled securely to the 2"x4" ofter the grate hos been placed.

The Contractor shall inspect and maintain the sediment control device once every week and within 24 hours ofter every rainfall event. The Contractor shall maintain the sediment control device by removing accumulated sediment and replacing torn filter fabric with new filter fabric.

The removed sediment shall be placed at a location away from the drop inlet where the sediment will not be washed back into the drop inlet or other storm sewer system.

All costs for furnishing, installing, inspecting, maintaining, removing, and replacing the sediment control device at the inlet including labor, equipment, and materials shall be incidental to the contract unit price per each for "Sediment Control at Inlet with Frame and Grate\

Published Date: 1st Dtr. 2019

s D D 0 T

SEDIMENT CONTROL AT INLETS WITH FRAMES AND GRATES

September 14, 2005

PLATE NUltlBER

734.10

Sheet I of I

TOTAL SHEETS

department of transportation plans for proposed...

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