us highway 212 meade countyapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/04wr_nonsection.pdf ·...

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

2 1

11 12

1314

6 5 43 2 1

7 8 9 10 11 12

131415161718

123456

7 8 9 10 11 12

1314151618

12356

7 8 10 12

131415161718

12346

7 8 9 10 11 12

131415161718

6 5

7 8 9 11 12

131415161718

212

212

73

73

FAITH

MAURINE

23.7 3.2

2.5

FA

S

FA

172

AV

E

173

AV

E

174

AV

E

175

AV

E

176

AV

E

177

AV

E

178

AV

E

179

AV

E

180

AV

E

181

AV

E

182

AV

E

183

AV

E

184

AV

E

185

AV

E

186

AV

E

187

AV

E

188

AV

E

189

AV

E

190

AV

E

191

AV

E

192

AV

E

193

AV

E

194

AV

E

195

AV

E

196

AV

E

197

AV

E

198

AV

E

199

AV

E

200

AV

E

202

AV

E

164 ST

165 ST

166 ST

POP. 421

Spook

Creek

Flint

BEGIN NH 0212(192)87 END NH 0212(192)87

MRM 87+0.126

Township 12 North - Range 13 East.

at the southwest corner of Section 6 -

Sta. 0+00 = Sta. 0+00 on NH 0212(74)87

104

+07.1

1

156

+75.4

2

209

+55.3

5

262

+37.4

0

315

+17.3

1

366

+38.5

3

420

+13.2

0

473

+12.6

4

526

+09.9

6

579

+05.2

4

631+63.5

9

680

+93.1

6

733

+85.4

3

137

+21.9

2

189

+80.3

1

240

+02.4

6

292

+91.4

0

345

+74.7

4

398

+80.8

7

451+58.2

7

504

+45.4

7

557

+40.0

0

610

+23.0

6

5+36.3

1

84

+09.9

1

31+32.8

4

MRM 114.05+0.02

Township 12 North - Range 17 East.

Approximately at the southeast corner of Section 4 -

Sta. 658+03.81= Sta. 539+14.40 on FAS 64(1).

PROJECT

Gross Length

Length of Exceptions

Net Length

Miles

Miles

Miles

Feet

Feet

Feet

02/19/2019Plotting Date:

TR

RC

11626

1:2

00

Plotted Fro

m -

Plot Scale -

File -

...\prj\M

ead04

WR\title.d

gn

BEADLE

KINGSBURY BROOKINGS

HAMLIN

MINER LAKE MOODY

MINNEHAHAMcCOOK

SANBORN

HAND

JERAULD

AURORA

DAVISON HANSON

UNION

LINCOLN

CLAY

YANKTON

TURNER

BON HOMME

HUTCHINSONDOUGLASCHARLES MIX

GREGORY

BRULE

BUFFALO

TRIPP

LYMAN

HUGHES

HYDESULLY

CODINGTONCLARK

GRANT

ROBERTSMARSHALL

DAY

SPINK

BROWNMcPHERSON

EDMUNDS

FAULKPOTTER

WALWORTH

CAMPBELL

STANLEY

JONES

MELLETTE

JACKSON

HAAKON

DEWEYZIEBACH

MEADE

BUTTE

LAWRENCE

PENNINGTON

CUSTER

FALL RIVER

BENNETT TODD

DEUEL

CORSONPERKINS

HARDING

DHV

D

DHV T%

V

DESIGN DESIGNATION

STORM WATER PERMIT

OGLALA LAKOTA

STATE OF SOUTH DAKOTA

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

AADT T%

PROJECT NH 0212(192)87

US HIGHWAY 212

MEADE COUNTY

PCN 04WR

None Required

AADT (2017)

AADT (2037)

568

760

119

50%

10.2%

22.4%

65 mph

INDEX OF SHEETS

R13E R14E R15E R16E R17E

T12

N

PERKINS COUNTY

MEADE COUNTY

653+30.69 Ah

655+35.92 Bk=

EQUATION

691+52.26

691+54.94 Bk=

EQUATION

12+79.12 Ah

767+99.00 Bk =

EQUATION

142,037.7

0 0

142,037.7

Asphalt Concrete Resurfacing

16 - 27 Details & Standard Plates

10 - 15 Typical Sections

2 - 9 Estimate With General Notes & Tables

General Layout W/Index1

26.868

26.868

1 27

3

2 27

0 0 <:'!

ESTIMATE OF QUANTITIES

BID ITEM ITEM

NUMBER

009E0010 Mobilization

009E3320 Checker

120E0100 Unclassified Excavation, Digouts

120E6200 Water for Granular Material

210E1000 Shoulder Preparation

260E1010 Base Course

260E1050 Base Course, Salvaged Asphalt Mix

320E7012 Grind 12" Rumble Strip or Stripe in Asphalt Concrete

330E0100 SS-1h or CSS-1h Asphalt for Tack

330E0210 SS-1h or CSS-1h Asphalt for Flush Seal

330E2000 Sand for Flush Seal

332E0010 Cold Milling Asphalt Concrete

600E0300 Type Ill Field Laboratory

633E0010 Cold Applied Plastic Pavement Marking, 4"

633E0030 Cold Applied Plastic Pavement Marking, 24"

633E0040 Cold Applied Plastic Pavement Marking, Arrow

633E1200 Waterborne Pavement Marking Paint with High Grade Polvmer. White

633E1205 Waterborne Pavement Marking Paint with High Grade Polymer.Yellow

633E5000 Grooving for Cold Applied Plastic Pavement Marking, 4"

633E5015 Grooving for Cold Applied Plastic Pavement Marking, 24"

633E5025 Grooving for Cold Applied Plastic Pavement Marking, Arrow

634E0010 Flagging

634E0020 Pilot Car

634E0110 Traffic Control Signs

634E0120 Traffic Control, Miscellaneous

634E0630 Temporary Pavement Marking

900E0010 Refurbish Single Mailbox

Alternate A

BID ITEM NUMBER

320E0008 PG 64-34 Asphalt Binder

ITEM

320E1003 Class 03 Hot Mixed Asphalt Concrete

320E4000 Hydrated Lime

Alternate B

BID ITEM NUMBER

320E0008 PG 64-34 Asphalt Binder

ITEM

320E1003 Class 03 Hot Mixed Asphalt Concrete

320E4000 Hydrated Lime

QUANTITY UNIT

Lump Sum LS

Lump Sum LS

1,345 CuYd

128.8 MGal

53.600 Mile

15,219.0 Ton

384.0 Ton

53.8 Mile

380.5 Ton

121.6 Ton

1,398.9 Ton

4,260 SqYd

Each

8,274 Ft

360 Ft

10 Each

1,505 Gal

422 Gal

8,274 Ft

360 Ft

10 Each

673.0 Hour

1,345.0 Hour

348.2 SqFt

Lump Sum LS

80.8 Mile

2 Each

QUANTITY UNIT

5,662.3 Ton

98,351 .5 Ton

981 .5 Ton

QUANTITY UNIT

5,017.2 Ton

100,793.0 Ton

982.5 Ton

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 Section A 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.

I STATE OF I PROJECT I I TOTAL 1-----------i...:::SH:.:.:E::ET~....:S!!:!HE~EI::TSW

SOUTH 1· 1 1 DAKOTA NH 0212(192)87

Plotting Date: 02/20/2019 Revised 2/20/19 NJF

COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES

COMMITMENT 82: 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 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 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.


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 .

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3 27 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.


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 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.


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. SD DOT 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 .

I STATE OF I PROJECT I I TOTAL t-----------i...:S::_::HE=ET:....J__JS:!;!!HE~ET~S--1

SOUTH 1· 1 1 DAKOTA NH 0212(192)87

UTILITIES Plotting Date: 02/19/2019

The Contractor shall contact the involved utility companies through South Dakota One Call (1-800-781-7474) prior to starting work. It shall be the responsibility of the Contractor to coordinate work with the utility owners to avoid damage to existing facilities .

Utilities are not planned to be affected on this project. If utilities are identified near the improvement area through the SD One Call Process as required by South Dakota Codified Law 49-7A and Administrative Rule Article 20:25, the Contractor shall contact the Project Engineer to determine modifications that will be necessary to avoid utility impacts.

MAINTENANCE OF APPROACHES DURING OPERATIONS

Operations shall be conducted such that access to individual entrances shall be maintained at all times throughout the project.

TYPE Ill FIELD LABORATORY

The lab will be equipped with an internet connection such as DSL, cable modem, or other approved service. The internet connection will be provided with a multi-port wireless router. The internet connection will be a minimum speed of 5 Mbps unless limited by job location and approved by the DOT. Prior to installing the wireless router the Contractor will submit the wireless router's technical data to the Area Office to check for compatibility with the state's computer equipment. The internet connection is intended for state personnel usage only. The Contractor's personnel are prohibited from using the internet connection unless pre-approved by the Project Engineer. These items will be incidental to the contract unit price per each for "Type Ill Field Laboratory".

SURFACING THICKNESS DIMENSIONS

Plans tonnage will be applied even though the thickness may vary from that shown in the plans. At those locations where material must be placed to achieve a required elevation, plans tonnages may be varied to achieve the required elevation .

INTERSECTING ROADS AND ENTRANCES

Intersecting roads and entrances shall be satisfactorily cleared of vegetation, shaped, milled and compacted prior to placement of mainline surfacing . This work shall be considered incidental to the various bid items on the project. Separate measurement and payment will not be made.

WATER FOR COMPACTION

A rate of 12 gallons per ton (4 .8 MGal per mile) has been used to calculate water for compaction for Shoulder Preparation . This rate may be adjusted as directed by the Engineer. Four percent, plus or minus, moisture will be required at the time of compaction unless otherwise directed by the Engineer.

Water shall be paid for at the contract unit bid price per MGal for Water for Granular Material.

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4 27 SHOULDER WORK

Vegetation and accumulated material on or adjacent to the existing roadway edge shall be removed to the satisfaction of the Engineer prior to shoulder preparation and asphalt concrete resurfacing. Any remaining windrow of accumulated material shall be spread evenly on the inslope adjacent to the asphalt shoulder to the satisfaction of the Engineer prior to the application of the flush seal.

Any vegetation damaged outside of the asphalt concrete limits shall be repaired and/or restored by the Contractor, at no expense to the State, and to the satisfaction of the Engineer.

This shoulder work shall be incidental to other contract items. Separate measurement and payment will not be made.

UNCLASSIFIED EXCAVATION, DIGOUTS

Included in the Estimate of Quantities are 50 cubic yards of Unclassified Excavation, Digouts per mile.

Backfill shall be Base Course paid for at the contract unit price per ton for Base Course.

Provisions should be made to allow water that may collect in the granular material to escape the subgrade. This can include making sure the granular material daylights to the inslope or placing a drain tube at the bottom of the digout and providing an outlet to the closest available point. All costs associated with drainage provisions shall be incidental to Unclassified Excavation, Digouts.

SHOULDER PREPARATION

Prior to paving over gravel shoulders, it is anticipated that the Contractor will be required to add approximately 10,722 tons of Base Course to the existing shoulders to meet the cross slope, inslope, and elevation requirements shown in the typical sections. The Contractor shall then blend, scarify, rework, shape, and compact the upper 4 inches of granular material below the proposed asphalt concrete shoulders. The granular material below the proposed asphalt concrete shoulders shall be shaped and compacted with 4% moisture or as directed by the Engineer, to the typical sections, and in accordance with Section 260.3 D.

All costs associated with blading, scarifying, reworking, shaping, and compacting the granular material shall be incidental to the contract unit price per mile for Shoulder Preparation .

BASE COURSE

Included in the Estimate of Quantities are 100 tons of Base Course per mile for backfill of Unclassified Excavation, Digouts. Also included in the Estimate of Quantities are 200 tons per mile, per shoulder, to bring the existing shoulder slope to the new slope after processing . The base material shall be placed on the shoulders prior to processing . The rate of 200 tons per mile is an estimate. The actual rate may vary based on the existing cross slope of the shoulders. The Contractor shall be responsible for determining the quantity of base course required to achieve the dimensions shown in the typical section .

Base Course shall be Contractor furnished .

All other requirements for Base Course shall apply.

COLD MILLING ASPHALT CONCRETE

Loose material resulting from the fold milling shall be immediately picked up and stockpiled for use as Base Course, Salvaged Asphalt Mix.

Cold Milling Asphalt Concrete shall be performed as shown in the typical sections and as necessary at the limits of the project, so that the top mat of the new asphalt surfacing can match existing surface elevations. The cold milling depth shall be transitioned over a distance of 100' per inch of surfacing depth when matching existing surface elevations. The milling depths might vary along the transition distance due to irregularities in the surface to obtain smoothness.

The Los Angeles Abrasion Loss value on the aggregate used for the in place asphalt concrete was 19 percent. This value was obtained from testing during construction.

Cold milling asphalt is estimated to produce 321.3 tons of cold milled asphalt concrete material. The remainder of the salvaged asphalt concrete material shall become the property of the Contractor.

BASE COURSE, SALVAGED ASPHALT MIX

Base Course, Salvaged Asphalt Mix shall be obtained from the material produced on this project and may be used without further testing . This material shall be used for intersecting roads and approaches.

All other requirements for Base Course, Salvaged Asphalt Mix shall apply. Compaction shall be to the satisfaction of the Engineer.

The contract unit price per ton for Base Course, Salvaged Asphalt Mix shall include loading, placing, and compacting the cold milled material.

I STATE OF I PROJECT I I TOTAL t-----------i...:S::_::HE=ET:....J__JS:!;!!HE~ET~S--1

SOUTH 1· 1 1 DAKOTA NH 0212(192)87

ADDITIONAL QUANTITIES Plotting Date: 02/19/2019

Included in the Table of Additional Quantities are:

100 tons of Class Q3 Hot Mixed Asphalt Concrete, 1.0 tons of Hydrated Lime, and 5.8 tons of PG 64-34 Asphalt Binder per mile for Alt. A, and 100 tons of Class Q3 Hot Mixed Asphalt Concrete, 1.0 tons of Hydrated Lime, and 5.0 tons of PG 64-34 Asphalt Binder per mile for Alt. B for spot leveling, strengthening, and repair of the existing surface throughout the project.

6.8 tons of SS-1 h or CSS-1 h Emulsified Asphalt for Tack for repair and leveling areas throughout the project.

Base Course and Class Q3 Hot Mixed Asphalt Concrete for transitions, intersecting roads, and entrances.

CLASS Q3 HOT MIXED ASPHALT CONCRETE

Mineral Aggregate:

Mineral aggregate for Class Q3 Hot Mixed Asphalt Concrete- Alternate A shall conform to the requirements of Class Q3.

Mineral aggregate for Class Q3 Hot Mixed Asphalt Concrete- Alternate B shall consist of a minimum of 80 percent crushed limestone ledgerock and shall conform to the requirements of Class Q3.

Mix Design Criteria -Alternate B: Gyratory Controlled QC/QA Mix Design requirements for the Class Q3 Hot Mixed Asphalt Concrete shall conform to the requirements of Class Q3 except as modified by the following:

Voids in Mineral Aq 1reqate (VMA): I Minimum VMA (%): I I Class Q3 13.0 I

Pay Factor Attributes -Alternate B:

Air Voids :

I Class Q3 Air Voids(%) :

3.5 ±1 .0

All remaining requirements for Class Q3 shall apply.

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5 27 RATES OF MATERIALS

US 212 - SECTIONS 1 & 2 Sta. 0+00 to 767+99

Sta. 12+79.12 (2"d Sta.) to Sta. 489+96.06 (2"d Sta.) Sta. 501 +70.60 (2"d Sta.) to Sta. 645+73.49 (2"d Sta.)

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

CLASS Q3 HOT MIXED ASPHALT CONCRETE - 2-1.5" Lifts

Alt A Alt B

Aggregate 1588 1644 Tons

PG 64-34 Asphalt Binder 98 87 Tons

Total Mix 1686 1731 Tons

Hydrated Lime 17 17 Tons

Total Mix with Hydrated Lime 1703 1748 Tons

The exact proportions of these materials will be determined on construction.

SS-1 h or CSS-1 h Emulsified Asphalt for Tack applied at the rate of 8.3 tons applied 37 feet wide (Rate = 0.09 gallons per square yard). Prior to the first mainline lift.

SS-1 h or CSS-1 h Emulsified Asphalt for Tack applied at the rate of 5.5 tons applied 37 feet wide (Rate = 0.06 gallons per square yard). Prior to the second mainline lift.

FLUSH SEAL SS-1 h or CSS-1 h Emulsified Asphalt for Flush Seal at the rate of 4.5 tons applied 36 feet wide (0.05 gallons per square yard).

Sand for Flush Seal at the rate of 51.6 tons applied 22 feet wide (8 pounds per square yard).

CHECKING SPREAD RATES

The Contractor shall be responsible for checking the Asphalt Concrete Surfacing spread rate and take the weigh delivery tickets as the surfacing material arrives on the project and is placed onto the roadway.

The Contractor shall compute the required spread rates for each typical surfacing section and create a spread chart prior to the start of material delivery and placement. The Engineer will review and check the Contractor's calculations and spread charts .

The station to station spread shall be written on each ticket as the surfacing material is delivered to the roadway.

At the end of each day's shift, the Contractor shall verify the following:

• All tickets are present and accounted for, • The quantity summary for each item is calculated, • The amount of material wasted if any, • Each day's ticket summary is marked with the corresponding 'computed

by', • The ticket summary is initialed and certified that the delivered and placed

quantity is correct.

All daily tickets and the summary by item shall be given to the Engineer no later than the following morning.

If the checker is not properly and accurately performing the required duties, the Contractor shall correct the problem or replace the checker with an individual capable of performing the duties to the satisfaction of the Engineer. Failure to do so will result in suspension of the work.

The Department will perform depth checks. The Contractor shall be responsible for placement of material to the correct depth unless otherwise directed by the Engineer. If the placed material is not within a tolerance of ±1 /4" of the plan shown depth, the Contractor shall correct the problem at no additional cost to the Department. Excess material above the tolerance will not be paid for. Achieving the correct depth may require picking up and moving material or other action as required by the Engineer.

All costs for providing the Contractor furnished checker and performing all related duties shall be incidental to the contract lump sum price for the CHECKER. No allowances will be made to the contract lump sum price for CHECKER due to authorized quantity variations unless the quantities for the material being checked vary above or below the estimated quantities by more than 25% . Payment for the CHECKER shall then be increased or decreased by the same proportion as the placed material quantity bears to the estimated material quantity.

I STATE OF I PROJECT I I TOTAL 1-----------i...:S::..::HE=ET:....J__JS:!;!!HE~ET~S_J

SOUTH 1· 1 1 DAKOTA NH 0212(192)87

RUMBLE STRIPS Plotting Date: 02/19/2019

Rumble Strip installation shall be completed prior to application of the Flush Seal and Permanent Pavement Markings. The Engineer shall provide the exact start and stop locations for the rumble strip installation .

The Contractor shall provide dust control during installation of the rumble strips .

After rumble strips are installed, SS-1 h or CSS-1 h Emulsified Asphalt for Flush Seal shall be applied at the rate of 0.05 gallons per square yard .

Construction of Asphalt Concrete Rumble Strips shall be paid for at the contract unit price per mile for "Grind 12" Rumble Strip in Asphalt Concrete".

RUMBLE STRIP/ ROADWAY CLEANING

If brooming doesn't remove all foreign material, compressed air or other approved method shall be used to clean the surface after grinding.

The Contractor shall remove all loose material from paved surfaces, including shoulders and under guardrail on a daily basis. Loose material may be picked up and disposed of, or used as fill material adjacent to the paved shoulder. It shall be the Contractor's responsibility to ensure the loose material does not enter any vegetated areas and/or waterways.

Traffic shall be restored to the normal lanes at least 1 hour before sunset to avoid visibility issues with residue remaining on the driving surface due to grinding operations.

All costs associated with this work shall be incidental to the contract unit price per mile for Grind 12" Rumble Strip in Asphalt Concrete.

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6 27 I STATEOF I PROJECT I SHEET I TOTAL

SHEETS SOUTH I NH 0212(192)87 I I DAKOTA


TABLE OF QUANTITIES

0

Alt A AltB 0 <:'!

SS-lh or Class Q3 Class Q3 Grind 12"

Base SS-lh or CSS-lh Hot Hot Rumble

Unclassified Course, CSS-lh Asphalt Sand for Mixed PG 64-34 Mixed PG 64-34 Strip in

Excavation, Salvaged Shoulder Asphalt for Flush Flush Asphalt Asphalt Hydrated Asphalt Asphalt Hydrated Asphalt

Section Station to Station Length Cold Milling Digouts Base Course Ashalt Mix Preparation for Tack Seal Seal Concrete Binder Lime Concrete Binder Lime Concrete

Ft SqYd CuYd Ton SqYd Mile Ton Ton Ton Ton Ton Ton Ton Ton Mile

1 0+00.0 655+35.92 65535.9 1200 621 6206 24.8 171.8 55.7 640.8 42275.6 2432.8 422.0 43392.7 2159.7 422.0 24.8

Equation 655+35.92 653+30.69

1 653+30.69 691+54.94 3824.3 36 362 1.4 10.0 3.3 37.4 2466.9 142.0 24.6 2532.1 126.0 24.6 1.4

Equation 691+54.94 691+52.26

1 691+52.26 767+99.0 7646.7 72 724 2.9 20.0 6.5 74.8 4932.7 283.9 49.2 5063.1 252.0 49.2 2.9

Equation 767+99.0 12+79.12

2 12+79.12 489+96.06 47716.9 452 4519 18.1 125.1 40.6 466.6 30781.0 1771.3 307.3 31594.4 1572.5 307.3 18.1 - -3 489+96.06 497+47.38 751.3 7 71 0.3 2.3 0.8 9.2 653.0 37.6 6.4 670.8 33.2 6.7 0.3

4 497+47.38 501+70.6 423.2 4 40 0.1 1.5 0.5 5.2 415.4 23.9 4.1 426.8 21.2 4.3 0.2

2 501+70.6 645+73.49 14402.9 136 1364 5.5 37.8 12.3 140.8 9291.0 534.7 92.8 9536.5 474.6 92.8 5.5

3 645+73.49 655+31.5 958.0 9 91 0.4 2.9 1.0 11.7 832.6 47.9 8.2 855.3 42.3 8.5 0.4

4 655+31.5 658+03.81 272.3 3 26 0.1 1.0 0.3 3.3 267.3 15.4 2.6 274.6 13.6 2.7 0.1

5 658+03.81 662+32.35 428.5 2595 4 0 0.0 1.0 0.6 6.3 283.3 16.2 2.8 290.9 14.4 2.8 0.2

6 662+32.35 663+09.86 77.5 465 1 0 0.0 0.2 0.1 1.1 51.3 3.0 0.5 52.6 2.6 0.5 0.0 C: C)

"! Add Quantities 0 1816 384 7.0 0 1.7 6101.3 353.8 61.0 6103.3 305.2 61.0 0 "' Q)

0

Totals: 142037.7 4260 1345 15219 384 53.6 380.5 121.6 1398.9 98351.5 5662.3 981.5 100793.0 5017.2 982.5 53.8 ~ 3: ~ 0 u (1) (I)

~ "' C. -:

TABLE OF ADDITIONAL QUANTITIES

~

Alt A AltB u:

SS-lh or Class Q3 Class Q3

Base SS-lh or CSS-lh Hot Hot

Course, CSS-lh Asphalt Sand for Mixed PG 64-34 Mixed PG 64-34

Salvaged Asphalt for Flush Flush Asphalt Asphalt Hydrated Asphalt Asphalt Hydrated

Section Base Course Asphalt Mix for Tack Seal Seal Concrete Binder Lime Concrete Binder Lime

Ton Ton Ton Ton Ton Ton Ton Ton Ton Ton

Spot Leveling, Strengthening, and Repair of Existing Surface 6.8 2690.1 156.0 26.9 2690.1 134.5 26.9

Entrances ( 103) 1676 384 3090.0 179.2 30.9 3090.0 154.5 30.9

Intersecting Roads (7) 140 210.0 12.2 2.1 210.0 10.5 2.1

Mailbox Turnout (5) 40.0 2.3 0.4 40.0 2.0 0.4

Historical Marker Turnout - MRM 90+0.9 0.2 0.1 1.7 71.2 4.1 0.7 73.2 3.7 0.7

Totals: 1816 384 7.0 0.1 1.7 6101.3 353.8 61.0 6103.3 305.2 61.0

E e LL u Q)

"' £

7 27 I I PROJECT I I TOTAL

STATE OF 1----------L.::SH=EE::.._T l....:S!!:!!HE~ET~S_J SOUTH 1· 1 1 DAKOTA NH 0212(192)87

Plotting Date: 02/19/2019

SUMMARY OF ASPHALT CONCRETE COMPACTION

0 Alt A AltB TABLE OF SUPERELEVATION 0 <:'!

Asphalt Asphalt Asphalt Asphalt Station to Station

Concrete Concrete Concrete Concrete 0+00 307+63.19 - Normal Crown Section Class Q3 Class Q3 Class Q3 Class Q3 307+63.19 310+03.19 - Superelevation Transition

with without with without 310+03.19 318+85.05 - 1 ° Curve Left

Specified Specified Specified Specified 0.027 Superelevation Rate Point of Rotation 12' Left

Section Station to Station Length Compaction Compaction Compaction Compaction 318+85.05 321 +25.05 - Superelevation Transition Ft Ton Ton Ton Ton 321 +25.05 344+90.75 - Normal Crown Section

65535.9 29097.9 13177.7 29884.4 13508.3 344+90.75 347+30.78 - Superelevation Transition 1 0+00.0 655+35.92 347+30.78 357+03.76 1 ° Curve Right -

Equation 655+35.92 653+30.69 0.027 Superelevation Rate 1 653+30.69 691+54.94 3824.3 1698.0 768.9 1743.9 788.2 Point of Rotation 12' Right

Equation 691+54.94 691+52.26 357+03.76 359+43.76 - Superelevation Transition 359+43.76 372+74.30 - Normal Crown

1 691+52.26 767+99.0 7646.7 3395.2 1537.5 3486.9 1576.2 372+74.30 375+14.30 - Superelevation Transition Equation 767+99.0 12+79.12 375+14.30 384+46.64 - 1 ° Curve Right

2 12+79.12 489+96.06 47716.9 21186.3 9594.7 21758.9 9835.5 0.027 Superelevation Transition

3 489+96.06 497+47.38 751.3 333.6 319.4 342.6 328.2 Point of Rotation 12' Right

384+46.64 386+86.64 - Superelevation Transition 4 497+47.38 501+70.6 423.2 187.9 227.5 193.0 233.8 386+86.64 426+84.63 - Normal Crown 2 501+70.6 645+73.49 14402.9 6394.9 2896.1 6567.7 2968.8 426+84.63 429+24.63 - Superelevation Transition

418.4 429+24.63 442+66.59 - 1 ° Curve Left

3 645+73.49 655+31.5 958.0 425.4 407.2 436.9 0.027 Superelevation Transition

4 655+31.5 658+03.81 272.3 120.9 146.4 124.2 150.4 Point of Rotation 12' Left 5 658+03.81 662+32.35 428.5 126.8 156.5 130.3 160.6 442+66.59 445+06.59 - Superelevation Transition C:

C)

445+06.59 593+59.16 - Normal Crown "! 6 662+32.35 663+09.86 77.5 22.9 28.4 23.6 29.0 "' a,

593+59.16 595+99.16 Superelevation Transition 0 -~ Add Quantities 0.0 6101.3 0.0 6103.3 595+99.16 605+45.85 - 1 ° Curve Left 3:

0.027 Superelevation Transition ~

Totals: 142037.7 62989.8 35361.7 64692.4 36100.6 0 u (1)

Point of Rotation 12' Left (I)

~ 605+45.85 607+85.85 Superelevation Transition "' C.

-:

607+85.85 770+75.35 - Normal Crown MAILBOXES 770+75.35 773+15.35 Superelevation Transition

~ TABLE OF REFURBISH MAILBOX 773+15.35 776+67.25 1 ° Curve Left u:

The Contractor shall reset the existing mailboxes on new posts with the 0.027 Superelevation Transition necessary support hardware for single mailbox assemblies. The local Single Point of Rotation 12' Left Postmaster will determine the recommended mounting height of the MRM L/R (Each) 776+67.25 778+42.25 - Superelevation Transition mailboxes throughout the project. The Contractor shall coordinate with the 102.49 L 1 778+42.25 780+17.25 - Superelevation Transition Engineer on the proper postal representative to contact 108.05 L 1 780+17.25 784+04.76 - Superelevation Transition

Totals : 2 773+15.35 776+67.25 - 1 ° Curve Left All costs for removing existing mailboxes, providing temporary mailboxes, 0.027 Superelevation Transition and resetting mailboxes with new posts and necessary support hardware Point of Rotation 12' Left shall be incidental to the contract unit price per each for "Refurbish Single 784+04.76 607+85.85 - Superelevation Transition Mailbox". 607+85.85 770+75.35 - Normal Crown

0.027 Superelevation Transition Point of Rotation 12' Left

8 27

E e u. "C Q)

"' £

TEMPORARY PAVEMENT MARKING

Temporary pavement markings for the centerline of the roadway throughout the full length of the project shall meet the requirements of Section 634 of the Specifications.

The Contractor shall be responsible for maintaining a visible and reflective centerline throughout the project. Any marking covered or damaged shall be replaced prior to the end of the day. All costs associated with this work shall be incidental to the contract unit price per mile for "Temporary Pavement Marking".

The Contractor shall use DO NOT PASS and PASS WITH CARE signs for a period of no more than 2 weeks after paving is complete to mark no passing zones on roads following application of flush seal.

ROUTE US Highway 212

ESTIMATED DO NOT PASS

SIGNS

52

ESTIMATED PASS WITH CARE

SIGNS

52

ESTIMATED TOTAL MILES

NO PASSING ZONE

10.1

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

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

TABLE OF PAVEMENT MARKING QUANTITIES

I I

Waterborne Waterborne

Pavement Pavement Cold

TEMPORARY PAVEMENT MARKING (Continued)

Temporary Pavement Marking Paint shall be used on the first lift of Class Q3 Hot Mixed Asphalt. Temporary Flexible Vertical Markers (Tabs) with protective marker covers shall be used on the final lift of Class Q3 Hot Mixed Asphalt Concrete and for the flush seal. The Contractor shall remove the protective marker covers after the application of the flush seal. The measurement of payment of temporary pavement marking will include the paint and tabs with covers, with one pass to remove the first cover after the flush seal, for a total of 3x the segment lenth .

All costs for temporary pavement marking including furnishing , applying, remove covers, maintenance and removal of tabs shall be incidental to the contract unit price per mile for "Temporary Pavement Marking".

PAVEMENT MARKING PAINT

All materials will be applied as per the manufacturer's recommendations.

The Contractor will advise the Engineer a minimum of 3 weeks prior to the application of the permanent pavement marking to allow the State to check and mark the location of no passing zones.

The application of permanent pavement marking will begin no sooner than 7 calendar days following completion of the fog or flush seal. Application of permanent pavement marking will be completed within 14 calendar days following completion of the final surfacing.

All No Passing Zones will be reviewed prior to the application of any new centerline markings. The Contractor will advise the Engineer a minimum of 3 weeks prior to the application of permanent pavement markings to allow the State to mark the locations of No Passing Zones. State forces will not be available to mark the No Passing Zones from 07-19-19 to 08-13-19.

All pavement markings shall be a Waterborne Pavement Marking Paint with High Grade Polymer.

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

I

Grooving Grooving Grooving

Cold Cold for Cold for Cold for Cold

Marking Marking Applied Applied Applied Applied Applied Applied

Paint with Paint with Plastic Plastic Plastic Plastic Plastic Plastic

High Grade High Grade Pavement Pavement Pavement Pavement Pavement Pavement Temporary

Polymer, Polymer, Marking, Marking, Marking, Marking, Marking, Marking, Pavement

Begin End Length White Yellow Arrow 4" Yellow 24" Yellow Arrow 4" Yellow 24" Yellow Marking

MRM MRM Ft Gal I Gal Each Ft Ft Each Ft Ft Mile

87.143 110.773 124723.9 1313 70.9

I STATE OF I PROJECT I I TOTAL 1-----------i...:S::..::HE=ET:.._j__JS:!;!!HE~ET~S--I

SOUTH II I I DAKOTA NH 0212(192)87


WATERBORNE PAVEMENT MARKING PAINT WITH HIGH GRADE POLYMER

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

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

Diamond Vogel 's Waterborne High Build Polymer Marking Paint Ennis-Flint's High Build Polymer Marking Paint

No further testing of this material will be required. Reflective media will consist of glass beads.

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

Solid 4" line= 27.8 Gals/Mile Glass Beads = 8 Lbs/Gal.

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

COLD APPLIED PLASTIC PAVEMENT MARKING

All materials will be applied as per the manufacturer's recommendations.

GROOVING FOR COLD APPLIED PLASTIC PAVEMENT MARKING

The Contractor will establish a positive means for the removal of the grinding and/or grooving residue . Residue from dry grooving will be vacuumed . Solid residue will be removed from the pavement surfaces before being blown by traffic action or wind . The Contractor will conduct this work to control and minimize airborne dust and similar debris that may become a hazard to motor vehicle operation or nuisance to property owners . Residue from wet grooving will not be permitted to flow across lanes being used by public traffic or into gutter or drainage facilities . Residue, whether in solid or slurry form, will be disposed of in a mann1~r that will prevent it from reaching any waterway in a concentrated state . All costs for removal of grinding and/or grooving residue will be included in the contract unit price per foot for "Grooving for Cold Applied Plastic Pavement Marking".

Description

110.773 111.003 1174.5 22 +- 4~ + 4 ~ 3562 ~ 220 t 4 ~ 3562 ~ 220 t 0.7 US 212 & SD 73 Intersection

111.003 113.733 14402.9 152 17 8.2

113.733 114.070 1736.4 18 6 4712 140 6 4712 140 1.0 3 Lane Section with Center Turn Lane

Totals: 142037.7 1505 I 422 I 10 I 8274 I 360 I 10 I 8274 I 360 I 80.8

C: C)

"! "' * I "C (1) (I)

~ "' C. -:

9 27 SEQUENCE OF OPERATIONS

During the use of the pilot car and/or flaggers, the Contractor will be limited to 15 minute traffic delays.

1 . Set up Traffic Control . 2. Complete Shoulder Preparation . 3. Complete spot leveling where necessary. 4. Complete Asphalt Concrete Surfacing . 5. Complete installation of rumble strips and mailboxes. 6. Complete flush seal operation . 7. Complete Pavement Marking . 8. Remove Traffic Control.

The intent of the plan sequence of operations is to have the least amount of impact on the traveling public and adjacent landowners.

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 (R5-1 a) signs will conform to the requirements of ASTM 04956 Type IX or XI. All other traffic control signs and background colors will conform to the requirements of ASTM 04956 Type IV.

TRAFFIC CONTROL - GENERAL NOTES

Requests to deviate from the sequence of operations shall be submitted in writing to the Engineer for review. Approval of an alternate sequence of operations will only be allowed when the proposed changes meet with the Department's intent for traffic control and sequencing of the work. An alternate sequence shall be submitted for review a minimum of one week prior to potential implementation.

Unless otherwise stated in these plans, no work will be allowed during hours of darkness.

Existing guide, route, informational logo, regulatory, warning signs and delineation shall be temporarily reset and maintained during construction as directed by the Engineer. Removing, relocating, salvaging and resetting of the above items shall be the responsibility of the Contractor.

Non-applicable traffic control devices shall be completely covered or removed during periods of inactivity. Periods of inactivity shall be defined as no work taking place for a period of more than 2 calendar days.

All regulatory signs shall have a minimum mounting height of 5' in rural locations, even when mounted on portable supports .

All materials and equipment shall be stored a minimum distance of 30' from the traveled way during nonworking hours.

The Contractor shall provide installation details at the preconstruction meeting for all breakaway sign support assemblies.

All haul trucks shall be equipped with a second flashing amber light that is visible from the backside of the haul truck . The costs for the flashing amber lights shall be incidental to the various related contract items.

All construction operations shall be conducted in the general direction of traffic movement.

TRAFFIC CONTROL - GENERAL NOTES - (Continued)

If there is a discrepancy between the traffic control plans, standard plates, and the MUTCD - whichever is more stringent shall be used, as determined by the Engineer.

Temporary Flexible Vertical Markers (Tabs) shall be used for lane closure tapers or lane shift tapers and shall be installed at 5' spacing .

Road Work Ahead (W20-1) signs shall be placed at applicable intersecting roads and as directed by the Engineer.

The Contractor shall place Uneven Lane (W8-11) signs where appropriate.

Grooved Pavement (W8-15) signs with Motorcycle (W8-15P) plaques are required in advance of areas that have been cold milled and are not resurfaced the same day. The Grooved Pavement sign assemblies will be installed a minimum of 1000 feet in advance of cold milled sections and remain in place until the sections have been resurfaced.

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. The cost of materials, labor, and equipment necessary to complete this work will be incidental to other contract items. No separate payment will be made.

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

INVENTORY OF TRAFFIC CONTROL DEVICES - PCN 05EU

CONVENTIONAL ROAD

SIGN SIGN DESCRIPTION NUMBER SIGN SIZE

SQFT CODE PER SIGN

W3-4 BE PREPARED TO STOP 2 48" X 48" 16.0 W8-1 BUMP 2 48" X 48" 16.0 W8-6 TRUCK CROSSING 2 48" X 48" 16.0

W8-11 UNEVEN LANES 2 48" X 48" 16.0 W8-15 GROOVED PAVEMENT 2 48" X 48" 16.0 W8-15P MOTORCYCLE (plaque) 2 24" x 18" 3.0 W13-1P ADVISORY SPEED (plaque) 2 30" X 30" 6.3 W16-2P _ FEET ( supplemental distance plaque) 2 30" X 24" 5.0 W20-1 ROAD WORK AHEAD 2 48" X 48" 16.0 W20-4 ONE LA NE ROAD AHEAD 2 48" X 48" 16.0 W20-7 FLAGGER (syrrbol) 2 48" X 48" 16.0 W21-2 FRESH OIL 2 48" X 48" 16.0 G20-1 ROAD WORK NEXT MILES 4 36" X 18" 4.5 -G20-2 END ROAD WORK 2 36" X 18" 4.5

- TYPE 1 ORANGE OBJECT MARKER 2 18" X 18" 2.3

CONVENTIONAL ROAD TRAFFIC CONTROL SIGNS

SQFT

BUMP MARKERS

I STATEOF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(192)87

02/19/2019

I I TOTAL SHEET SHEETS

I I

Bump markers will be placed adjacent to the bump location. The bump marker details are shown in the following drawing . The steel delineator post will be a 1.12 lb/ft flanged channel steel post for ground mounted installation . If the duration is less than 3 days, the Type 1 Object Marker can be installed on temporary supports .

BUMP (W8-1) signs with appropriate ADVISORY SPEED (W13-1 P) plaques will be placed 500 feet in advance of the bump or as approved by the Engineer for adequate sight distance .

All costs for bump markers, bump signs, and advisory speed plaques will be incidental to the contract unit price per square foot for "Traffic Control Signs".

6' -0' Mtnrmum

- ---3'-0' Min, -----ii

~ ~1 - RED OR ORANGE FLAG · ~ (OPTIONAL)

i . . ....____ WO OD SLAT

----- OR ALUMINUM POST

TYPE I OBJECT MARKER

~------- ~· ~ f ,~' 4'-0'

~ _l_ ·~· . ·:··,·; .·.··~·.·:·--

-------- STEEL OELINEATGR POST

SQFT

32.0 32.0 32.0 32.0 32.0 6.0

12.6 10.0 32.0 32.0 32.0 32.0 18.0 9.0 4.6

348.2

C: C)

"! "' * I u (1) (I)

~ "' C. -:

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

>

4ft

>

1.5" Asphalt Concrete, In Place

2" Asphalt Concrete, In Place

6.5" Subbase, In Place

5.5" Base Course, Salvaged, In Place

Base Course, Salvaged, In Place

Slope: 0.02'/ Ft. Slope: 0.02'/ Ft.

Resurfacing Section

Sta. 0+00 to Sta. 12+79.12 (Thru Equations)

Section 1

Slope: 0.04'/ Ft.


4" +/- Topsoil 4:1 1.5" Asphalt Concrete, In Place


6.5" Subbase, In Place


4:1 4" +/- Topsoil


Slope: 0.04'/ Ft.

1.5" Class Q3 Asphalt Concrete


Slope: 0.04'/ Ft.

4" +/- Topsoil 4:1

Slope: 0.04'/ Ft.

4" +/- Topsoil4:1


In Place Section

Sta. 0+00 to Sta. 12+79.12 (Thru Equations)

Section 1

3.5ft

1ft.5ft


27ft

4ft3.5ft

1ft .5ft 12ft

14ft

12ft

14ft

27ft

1.5ft 2.5ft 2ft 12ft 12ft 2ft 2.5ft 1.5ft

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TYPICAL SURFACING SECTIONS

Shoulder Preparation - 4" Depth

10 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

>

>



Slope: 0.04'/Ft.


4:1



5.6" Base Course, In Place



Slope: 0.04'/Ft.


4:1


3"

4:1

Slope: 0.04'/Ft.





4:1


Slope: 0.04'/Ft.

3"Slope: 0.02'/ Ft.Slope: 0.02'/ Ft.

1.5ft2.5ft2ft12ft12ft2ft2.5ft1.5ft

4ft

1ft

14ft

1.3ft

14ft

1ft

4ft

1.3ft


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In Place Section

Sta. 501+70.60 (2nd Sta.) to Sta. 645+73.49 (2nd Sta.)


Section 2

Resurfacing Section

Sta. 501+70.60 (2nd Sta) to Sta. 645+73.49 (2nd Sta.)


Section 2


11 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

* *

* *

>

>

* 0' to 6'

Sta. 645+73.49 to Sta. 649+96.72

Sta. 489+96.06 to Sta. 494+19.29 &

Transition:

Slope: 0.04'/Ft.


3"

4:1

Slope: 0.02'/ Ft. Slope: 0.02'/ Ft.Slope: 0.04'/Ft.

3"


4:12" Asphalt Concrete, In Place






Slope: 0.02'/ Ft.Slope: 0.04'/Ft.

* 0' to 6'

Sta. 645+73.49 to Sta. 649+96.72

Sta. 489+96.06 to Sta. 494+19.29 &

Transition:

Slope: 0.04'/Ft.


4:1





4:1


Slope: 0.02'/ Ft.

1.5ft2.5ft2ft12ft6ft12ft2.5ft 2ft1.5ft 6ft

1.3ft

4ft

1ft

14ft6ft14ft4ft

1ft1.3ft

6ft


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In Place Section



Section 3

Surfacing Section



Section 3


12 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

4:1

** * *

>

** * *

>






Slope: 0.04'/Ft.

3"


4:1

** 7.2' to 12.67'

Sta. 656+83.66 to Sta. 658+03.81

**4' to 7.2'

Sta. 655+31.50 to Sta. 656+83.66

** 10' to 4'

Sta. 499+27.82 to Sta. 501+70.60

* 6' to 0'

Sta. 497+47.38 to Sta. 501+70.60

Transition:



Slope: 0.04'/Ft.


4:12" Asphalt Concrete, In Place




** 7.2' to 12.67'

Sta. 656+83.66 to Sta. 658+03.81

**4' to 7.2'

Sta. 655+31.50 to Sta. 656+83.66

** 10' to 4'

Sta. 499+27.82 to Sta. 501+70.60

* 6' to 0'

Sta. 497+47.38 to Sta. 501+70.60

Transition:

4:1


1.5ft 10' 14ft 6ft 6ft 12ft 2.5ft 1.5ft2ft

1.3ft

4ft

1ft

14ft6ft6ft10ft 14ft

1.3ft


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In Place Section



Section 4

In Place Section



Section 4


13 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

>

*

>

* 4'

* 4' to 6.67'

Sta. 661+38.9 to Sta. 662+32.35

Transition:

C & G In Place







Slope: 0.04'/Ft.

3"

4:1

* 4' to 6.67'

Sta. 661+38.9 to Sta. 662+32.35

Transition:

2" Class Q3 Asphalt Concrete





3"

Slope: 0.04'/Ft.


4:1

C & G In Place


14ft

1ft

14ft6ft6ft14ft10ft2.67ft

1ft

1ft

2.67ft 10ft 6ft 6ft

54.5' 2" Cold Milling

14ft 4ft

1.3ft1ft


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In Place & Cold Milling Section


Section 5

In Place Section


Section 5

14 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

>

>






C & G In Place

C & G In Place

Slope: 0.02'/ Ft.Slope: 0.02'/ Ft.

2" Class Q3 Asphalt Concrete

C & G In Place





C & G In Place

2.67ft

1ft

4ft14ft6ft6ft14ft10ft2.67ft

1ft

2.67ft

1ft

10ft 14ft

54ft 2" Cold Milling

14ft 4ft 2.67ft

1ft

6ft6ft


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In Place & Cold Milling Section


Section 6

In Place Section


Section 6

15 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

300'

(100' / 1" milling depth rate)

COLD MILLING DEPTH TRANSITION

AT BRIDGE ENDS & PROJECT LIMITSCOLD MILLING ASPHALT CONCRETE

PROJECT LIMITS 3" AC RESURFACING

Existing Surface 3" Milling Depth

...\

AC C

old Milling Project Limits a

nd Structures.d

gn

File -


Plot Scale -

1:2

00

Plotted Fro

m -

TR

RC

11626

16 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

4"

4" YELLOW

4" YELLOW

End of Zone MarkerB

B

B

Shoulder

4" White *

Edge of Driving Lane

A

A

A

2"

4" YELLOW

Centerline Joint Centerline Joint

Centerline Joint

Centerline DetailCenterline Detail

CAR-Y10'

ZONE OF LIMITED SIGHT DISTANCE CAR-X

ZONE OF LIMITED SIGHT DISTANCE CAR-Y

NO PASS ZONE

NO PASS ZONEEDGE LINE

EDGE LINE

FINISHED SHOULDER

FINISHED SHOULDER

30'

CAR-X

12'

12'

Shoulder

Shoulder

4" WHITE *

4" WHITE *

12'

TYPICAL PAVEMENT MARKING LAYOUT

USED TO OBTAIN THIS PATTERN.

NOTE: A TWO "GUN" SYSTEM SHALL BE

JOINT.

SOUTH OR EAST OF THE CENTERLINE

THE SKIP SHALL BE PLACED TO THE

WHEN A SINGLE SKIP LINE EXISTS,

...\Pave

mentM

arkin

gDetails.d

gn

File -


Plot Scale -

1:2

0Plotted Fro

m -

TR

RC

11626

shoulders less than 2' width.

* 8" WHITE - As per locations in plans with

PASSING

ZONE

NO

17 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

...\Pave

mentM

arkin

gLayouts.d

gn

File -


Plot Scale -

1:9

6Plotted Fro

m -

TR

RC

11626

PAVEMENT MARKING LAYOUT

Junction of US 212 & SD 73 North

US 212 & SD 73

(2nd Sta)

Sta. 489+96

Sta. 495+57 (2nd Sta)

Sta. 483+96 (2nd Sta)

Begin No Passing Zone atSta. 501+70 (2nd Sta)

Sta. 497+38 (2nd Sta)

SD 73

Sta. 507+70 (2nd Sta)

End No Passing Zone at

4Y

COLD APPLIED PLASTIC PAVEMENT MARKING, 4"YELLOW

GROOVE PAVEMENT FOR PAVEMENT MARKING, 24"

COLD APPLIED PLASTIC PAVEMENT MARKING, ARROW

FT

FT

EACH

QUANT UNITESTKEY ITEM

W4

PAVEMENT MARKING PAINT, 4" WHITE

FTFTCOLD APPLIED PLASTIC PAVEMENT MARKING, 24"YELLOW

GROOVE PAVEMENT FOR PAVEMENT MARKING, 4" FT

GROOVE PAVEMENT FOR PAVEMENT MARKING, ARROW EACH

Y24

GAL


22

4

4

3,562

3,562

220

220

4Y

"4

12'

12'

4Y

W4

W4

W4

W4

W4

12'

12'

12'

12'

12'

12'

12'

12'

12'

243'25'139'25'25' 88' 25'141'283'

4Y

4Y

4Y

4Y

4Y

4Y

Y24

Y24

18 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

...\Pave

mentM

arkin

gLayouts.d

gn

File -


Plot Scale -

1:9

6Plotted Fro

m -

TR

RC

11626

PAVEMENT MARKING LAYOUT

25'(2nd Sta)

Sta. 6

45+7

3.49

(2nd Sta)Sta. 649+96.72

(2nd Sta)Sta. 658+38.55

(2nd Sta)Sta. 659+45.22

Junction of US 212 & SD 73 South

US 212, MRM 113.733 to MRM 114.070

W4

Identical Points

4Y

COLD APPLIED PLASTIC PAVEMENT MARKING, 4"YELLOW

GROOVE PAVEMENT FOR PAVEMENT MARKING, 24"

COLD APPLIED PLASTIC PAVEMENT MARKING, ARROW

FT

FT

EACH

QUANT UNITESTKEY ITEM

W4

PAVEMENT MARKING PAINT, 4" WHITE

FTFTCOLD APPLIED PLASTIC PAVEMENT MARKING, 24"YELLOW

GROOVE PAVEMENT FOR PAVEMENT MARKING, 4" FT

GROOVE PAVEMENT FOR PAVEMENT MARKING, ARROW EACH

Y24

GAL


W4

W4

W4

W4

W4

4Y

4Y

4Y

4Y

4Y

W4

W4

W4

W4

4Y

4Y

4Y

"4

4Y

4Y

"4

12'

12'12'

14'

12'

12'

14'

12'

Sta. 639+73.49 (2nd Sta)

Begin No Passing Zone at

(2nd Sta)

Sta. 662+68.54

Typical

Y24

4Y

"4

12'

12'

14'

10'8'

12'

14'

12'

18

6

6

4,712

4,712

140

140

19 27

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0212(192)87

Truck Mounted Attenuator

Arrow Panel

Work Vehicle

Arrow Panel

Shadow Vehicle

Arrow Panel

Truck Mounted Attenuator

(Optional)

(Facing oncoming Traffic)

WET PAINT

WET PAINT

Type B, with a size of 60" x 30".

Arrow panels shall, as a minimum, be

Lead Vehicle (optional)

(optional)

TR

RC11626

1:200

20

Plotted

Fro

m -

Plot

Scale -

File - ...\prj\

Mead04

WR\

Mobile

Ops.dgn

Plot

Na

me -

work is not in progress.

covered or turned from view when

on vehicle-mounted signs shall be

equipment or supplies. Sign legends

they are not obscured by

mounted in a manner such that

Vehicle-mounted signs shall be

MOBILE: Intermittent and continuous moving.

Arrow Panel

Arrow Panel

(Facing oncoming Traffic)

an attenuator is REQUIRED

within the driving lane,

If ANY part of the vehicle is*

MOBILE OPERATIONS 0N 2-LANE ROADGUIDES FOR TRAFFIC CONTROL DEVICES

(Milling Machine)

Work Vehicle

(Broom)

Work Vehicle

500'

min - 10

00'

max

250'

min - 500'

max

Truck Mounted Attenuator *

lights or strobe lights

display high-intensity rotating

Shadow and Work vehicles shall

W20-1AHEAD

WORK

ROAD

Lead Vehicle

vehicles.

sight diistance for approaching

curves or at loctions of adequate

positioned at the crest of vertical

Shadow and Lead Vehicles shall be

Shadow Vehicle

Pavement Marking Operations Rumble Strip Operations

or strobe lights

rotating, flashing, oscillating,

in place of high-intensity

signals shall not be used

Vehicle hazard warning

Marching Diamonds are acceptable.

shall be used in the caution mode.

When an arrow panel is used, it

vehicles traffic to pass

pull over periodically to allow motor

the work and shadow vehicles should

Where practical and when needed,

Truck Mounted Attenuator (Required)

PASS WITH CARE

PASS WITH CARE

20 27

21 27

Station Referred to in the Plans

>- f--::: Sign Support

~ Finished Edge of Shoulder Edge of Driving Lane -~]·--- -------------------- - ----------------

0 I -~~._ _______ 7"'."-----,-----+---L------------

Cf Roadway

I

100'

Edge of Subgrade

Roadway Shoulder

PLAN VIEW

30'

Slope Varies

Cf Sign

Support

Granular Material as Specified in the Plans

.02 FUFt Slope Subgrade

Mainline Surfacing as Specified in the Plans

SECTION A-A

GENERAL NOTES:

100'

\_Finished Edge of Surfacing

lnslope as Specified in the Plans

The finished cross slope of the turnout from the edge of the shoulder to the outside edge of the finished surface will vary depending upon the mainline surfacing thickness.

The minimum surfacing thickness within the turnout will be 6" as depicted in Section A-A.

Published Date: 1st at,. 2019

s 0 0 0 T

HISTORICAL MARKER TURNOUT

September 14, 2018

PLAT£ NUMBER

120.20

Sheet I of I

~ .D 0 L 0 >

~ .D 0

L 0 >

Variab le

R/ W

Variab le

~ .D 0

L 0 >

~ .D 0

L 0 >

~ .D 0

L 0 >

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(192)87

02/19/2019

R/ W

~ .D 0

L 0 >

PAVEMENT EDGE PAVEMENT EDGE

INTERSECTING ROAD NO ASPHALT CONCRETE SURFACING

BEYOND R/W

GR/:\NDL/:\R M/:\ it.Rl/:\l

Variable_

in

J

INTERSECTING ROAD ASPHALT CONCRETE SURFACING

BEYOND R/W R/ W

~ .D 0 L 0 >

_ J~sf 6:han_ - - ASP~{iJoNc'. - PAVEMENT EDGE

ENTRANCE The surfacing details shown on thi s shee t are provided as a guide f or sur fac ing these facilities. The precise cons truc t ion limits f or si tua tions o ther than the s tandards sh own wil I be determined by the Engineer. a t the time of construc tion,

ROADWAY WITH OR WITHOUT SHOULDER Morch 31, 2000

PLAT£ NUMBER

320.10


s 0 0 0 T

RESURFACING OF INTERSECTING ROADS AND ENTRANCES

Sheet I of I

SHEET TOTAL

SHEETS

22 27

Edge of Driving Lone

PERSPECTIVE OF TYPICAL RUMBLE STRIP IN ASPHALT CONCRETE

* When PCC pavement width from centerline to edge of pavement is 12', the rumble strip may be placed a maximum of 2' from the edge of


Begin Radius

Begin Radius

the driving lone.

Rood

- ci. 0;,., '<I" I-


B$A B 1~-= Q.

LI11- A PLAN VIEW

GENERAL NOTES:

ur--_E} 0~ +- Q.

;,., A rumble strip shall be constructed on all of the asphalt concrete shoulders by grinding alternating patterns of 40' continuous indentations in the asphalt concrete. The rumble strip shall receive a flush seal with the shoulder flush sealing or asphalt surface treatment.

:-'!:: ~ N -~

A rumble strip shall not be constructed through intersecting roods, entrances, and turnouts. The lengths of the 40' segments with continuous indentations and the 12' segments without a rumble strip adjacent to the intersecting roods, entrances, and turnouts shall be adjusted as approved by the Engineer.

PLAN VIEW TYPICAL RUMBLE STRIP IN ASPHALT CONCRETE

7" ±112" ~ ~ ~ijx 12"R.(M:1TI ;;~ Prior to constructing the rumble strip the

Contractor shol I submit to the Engineer, for approval. the proposed method of constructing the rumble strip.

Measurement of the rumble strip shol I be to the Asphalt':::::.. t Concrete

SECTION A-A nearest 0.1 of a mile for each shoulder. Measurement and payment of the rumble strip shol I include the 12' long segments without rumble strips and the segments adjacent to the intersecting roods,entronces, and turnouts without rumble strips. Payment for constructing the rumble strip shall be at the contract unit price per mile for "Grind 12" Rumble Strip or Stripe in Asphalt Concrete".


s 0 0 0 T

12" RUMBLE STRIP IN ASPHALT CONCRETE ON NONO/VIDEO HIGHWAY SHOULDERS

1 12" IMln.>

1 ~!

~t Concrete

SECTION B-B June 26. 2011

PLATE NUMBER

320.24

Sheet I of I

--l µ DETAIL A

Typical limits of pavement~ marking at an intersection, unless otherwise specified in the plans. __

~ i----t=~~,

I /c_2t3)W

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(192)87

02/19/2019

KEY ITEM

® 4" White

(I) 4" Yellow

CID 12" White

@ 24" White

® 24" Yellow ,. Arrow

~

5'-6"~3'-6'

Pairs will be 111t--+----=---J

*CROSSWALK MARKING

(11' Lane Width) spaced 300' to 500'.

~~---rl ~

See Detail A

GENERAL NOTES:

All pavement marking arrows will be as depicted in the current edition of the Manual on Uniform Traffic Control Devices, Section 3B.

Stop bar location will be as shown and dimensioned on this standard plate, or crosswalks will be centered on curb ramps or sidewalks.

Dimension D is variable but will not exceed 29'.

* The crosswalk markings will be placed to avoid the wheel paths as much as possible and the clear space between the longitudinal crosswalk markings will be from 2' to 5'.


s 0 0 0 T

45° (Typ.)

~ Q)

w

j '+ Q) C)

~ 0

ci5 0 ~ ..c: \ "'1, >

Cl C Q)

__J

~

~6'~4'

*CROSSWALK MARKING

(12' Lane Width)

,,..------ If more than 2 arrows per storage lane are shown, then the additional arrows will be

--l placed at approximately equal §' spaces between the arrow at ~ the beginning of the storage

lane and the arrow nearest the stop bar.

No.ember 14, 2018

PAVEMENT MARKINGS FOR ADJACENT INTERSECTIONS ANO CENTER TURN LANE

PLATE NUMBER

633.01

Sheet I of I

SHEET TOTAL

SHEETS

23 27

* Posted Spacing of

The signs ii I ustrated are not required (f) Speed Advance Warning

if the work space is behind a barrier, more than 2 feet behind the curb.or 15 feet or more from the edge of any roadway.

The signs illustrated shall be used where there are distracting situations; such as: vehicles parked on shoulder, vehicles accessing the work site via the highway, and equipment traveling on or crossing the roadway to perform work operations.

The ROAD WORK AHEAD sign may be replaced with other appropriate signs, such as the SHOULDER WORK sign. The SHOULDER WORK sign may be used for work adjacent to the shoulder.

* If the work space is on a divided highway, an advance warning sign should also be placed on the left side of the directional roadway.

For short term, short duration, or mobile operations, all signs and channelizing devices may be eliminated if a vehicle with an activated flashing or revolving yellow light is used.

* (t)

Prior to Work

(M.P.H.J 0 - 30

35 - 40 45 - 50

55 60 - 80

WORK SPACE


s 0 0 0 T

GUIDES FOR TRAFFIC CONTROL DEVICES WORK BEYOND THE SHOULDER

<(

Signs (Feet)

(Al 200 350 500 750 1000

Apr!! 15, 2015

PLATE NUMBER

634.01

Sheet I Of I

STATE OF SOUTH

DAKOTA

Plotting Date:

Posted

PROJECT

NH 0212(192)87

02/19/2019

Spacing of f Speed Advance Warning

Install additional UNEVEN LANES signs at 2 mile intervals throughout the entire length of the uneven area and at affected major intersections, edge of towns, and other sites deemed necessary.

0 LL.I u <( LL a:: :::J l/) LL.I a::

<(

Prior to Work

(M,P.H.l 0 - 30

35 - 40 45 - 50

55 60 - 75


s 0 0 0 T

GUIDES FOR TRAFFIC CONTROL DEVICES UNEVEN ROAD SURFACE

Signs (Feet)

(Al 200 350 500 750

1000

Apr!! 15, 2015

PLATE NUMBER

634.22

Sheet I of I

SHEET TOTAL

SHEETS

24 27

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(192)87

02/19/2019

Posted Spacing of Spacing of Speed Advance Warning Channelizing

Prior to Signs Devices Work !Feet) !Feetl

Warning sign sequence~ f in opposite direction some as below.

Posted Spacing of Speed Advance Warning

Prior to Signs (M,P,H,J (Al !Gl 0 - 30 200 25 35 - 40 350 25

45 500 25 50 500 50 55 750 50

60 - 65 1000 50

.--------- F I o g g er

• Channelizing Device

For low-volume traffic situations with short work zones on straight roadways where the flogger is visible to rood users approaching from both directions, o 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 lessl.

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

Flashing warning lights and/or flogs may be used to coll attention to the advance warning signs.

The channelizing devices shall be drums or 42" cones.

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

ll!IOM OVO!I ON3

Channelizing devices and floggers shall be used at intersecting roods to control intersecting rood traffic as required.

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

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


s 0 0 0 T

i_ •

0 N

• • •

t

(OptionoD

GUIDES FOR TRAFFIC CONTROL DEVICES LANE CLOSURE WITH FLAGGER PROVIDED

June 3, 2016

PLAT£ NUMBER

634.23

Sheet I of I

L Q) Q) 0 'I- 0 'I- 0. ~Vl

Conditions represented ore for work that requires closings during daytime hours only.

This application is intended for o planned temporary closing not to exceed 15 to 20 minutes.

ll!IOM OVO!I ON3


s 0 0 0 T

Work <Feet) <M.P.H.l <Al 0 - 30 200

35 - 40 350 45 - 50 500

55 750 60 - 65 1000

--' Flogger

~

L Q) Q) 0 'I- 0 'I- 0. ~Vl

G20-2 (OptionoD

Posted Speed Length of

Prior to Longitudinal Work Buffer Space

<M.P.H,J <Feet) 20 115 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645

Buffer space de9.endent on work site limitations.

BE PREPARED TO STOP~

~ ~

September 6, 2015

GUIDES FOR TRAFFIC CONTROL DEVICES TEMPORARY ROAD WORK

PLAT£ NUMBER

634.30

Sheet I of I

SHEET TOTAL

SHEETS

25 27

6' to 12'

RURAL DISTRICT

* E :::J E

:~ ::::e

Lil

E E :::J .§ :::J

.§ .s .s ::::e ::::e Lil r--

URBAN DISTRICT

Walkway

* 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

. • . . . .

RURAL DISTRICT 3 DAY MAXIMUM

E :::J E

E .§ :::J :::J E E C

~ C ·c:: ::::e ::::e Lil r--s:r

Sign shall be level.

(Not appl icable to regulatory signs)

September 22. 2014


s 0 0 0 T

CRASHWORTHY SIGN SUPPORTS (Typical Construction Signing)

PLATE NUMBER

634.85

Sheet I of I

Examples of ~ ,/ 60" Chord Line \\/

Clearance Checks /

I

\

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(192)87

02/19/2019

,...- -- -- -- - ---- ---. __ 1 Anchor Post or Slip Bose

-- ~ / ' -, __

" \

I

/

\

--------- -

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

clearance checks)

PLAN VIEW !Examples of stub height cl ear once checks)

Top of Anchor Post or Slip

Chord Line_/

Ground Line

ELEVATION VIEW GENERAL NOTES:

The top of anchor posts and slip bases SHALL NOT e x tend 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 lop splices where the support is designed to yield (bend) at the base.


s 0 0 0 T

BREAKAWAY SUPPORT STUB CLEARANCE

July I, 2005

PLATE NUMBER

634.99

Sheet I of I

SHEET TOTAL

SHEETS

26 27

© > 0 L 1-

'f-0

© O>

"CJ LL.I

,_ ___ ....,. © +© L CJ C 0 u +-0 J:

: \ Q. "CJ • U) © • ~ J:

\ l/)~ D .~:g, ' ....J SD

\ ·-,: : .. ___________ r_ C 0

C 0

+CJ © .~

0

CJ 'f'f-0 L I-

+'f- CJ o©

U)

+- L C ©

Entrance or Intersecting Road

·o 1: ________ \ __ _ 0..- ,,,,,,,. .... -

/ ,' ©

/ .CJ ' 0

L ,' U) 0

..' ITT---=f-__ ::;, ~ --,,}-----.i

I m~

~ ;

ll; ( L ©

"CJ :::J 0 J: l/)

' 'f- ' o I ' © '

O> I "CJ ' LL.I '

I ' '

Ls• (Min.l

l/) l/)

....J ::c: L L 0 0 'f- 'f-

· o ~~

"""---~

+© 0

© © l/)

L ©

J: +Q. 0

E ~ 0 O> l1l "CJ C C 0 0 J: J: +- Q.

Ul E U) 0 ~ l1l

II II

l/) l/)

....J ::c:

"CJ © J: Ul©

:~ .g LL LL.I


s 0 0 0 T

C g +CJ © L

0

.':!. 'f'f-0 L I-

© +© L CJ C 0 u +-0 J: Q. U) ~

'f-0

© O>

"CJ LL.I

"CJ © J: U)

C LL

F4' -.---I --,I-

~ l""l

©

-I .~

I~ --~ 0

> ~ L()

rri

-I ___.I-

MAILBOX TURNOUT

C 0

<(t CJ

.....J 0 -....J <( X I- 0 W.ci 0 ==

0 '.::!'

September 6, 2015

PLATE NUMBER

900.01

Sheet I of I

"8-32 X %" ---...._ Slotted RO, HD. Bolt (Stove Bolt) 2 Washers, I Washer I Nut

"8-32 X %" Slotted RO, HD. Bolt (Stove Bolt) 2 Washers, I Washer I Nut

%" - 16 x 5" Hex Bolt 2 Washers, I Lockwasher I Nut

Shelf

%" - 16 x 5" Hex Bolt 2 Washers, I Lockwasher I Nut

STATE OF SOUTH

DAKOTA

Plotting Date:

%" - 16 x %" Hex Bolt 2 Washers, I Lockwasher I Nut

H a 39" to 48" n n (As established b~Stop Surface U.S. Postal Service)

~ -g

@ B Ground line

.S O:j:: '.::!' 3: U)

:-- L 0 3,5' 3,5' co 00.. (Min,) (Min,) l""l LL ~

GENERAL NOTES: SPACING FOR MULTIPLE POST INSTALLATION The post support assemblies provided should be consistant throughout the Single and double mailboxes may be in any sequence.

PROJECT

NH 0212(192)87

02/19/2019

Bracket

4" x 4" Square or 4"Round Wood Post

Bracket

4" x 4" Square or 4" Round Wood Post

project •

Post support assemblies shall be one from the approved products list, a 4"x 4" or 4" round wood post, or an alternate post support assembly that meets the test level 3 crash testing requirements of NCHRP 350 or MASH.

Alternate mailbo x support assemblies shall be approved by the Engineer prior to installation. The Contractor shall provide the Engineer written certification that the mailbox support assembly has met the crash testing requirements and will be installed in accordance with the manufacturer ' s installation instructions.


s 0 0 0 T

SINGLE AND DOUBLE MAILBOX ASSEMBLIES

September 6, 2013

PLATE NUMBER

900.02

Sheet I of I

SHEET TOTAL

SHEETS

27 27 • Plotted From -

~ ~ i:,;·

TRRC11626 Plot Scale- 1:200

I 7'/2·

[ ~ ci::" .. c";;" -s.,

-----------==~======+=====+== 1T -----=f-~ ·-4z--. 1-----r

+ Y,6· x 11/4" #II 1

~Y,6"x l'/2" tt· t _L 4-SLOTS ""'- , - - - ~~LOT~ - - - - ~ -- -- ---- -~. ~

1 I" ti_ '/2"

~

V,6"

:-,;

~ ~

I I I I 1¥, · I lo/,6"

"t Cl Cl t:I c,, f-- ,-+,•1,2-J w,· w,-~,w ,.

oc -~

~ ;:::: t:IO

~ c,,

~ ~ ..... s: e: ~ ~

~ ~ ;;i ~ C) g. • ~ Vj C) ll:: ::--

L-.i Rl ~ ~ 8

SHELF <Double Assemblies>

'-t-----9"

r~?~~ I

• T ' * ~ -·*·E43~~-----I l .... ,y.· lL 4-SLOTS Y,6 • X l '/2"

4- SLOTS

~ 'J4" X '/2" r---4• 4·~ J 6- SLOTS~- _ _ ___ -$- __ ___ -SB=.!:

+ +,=I =I Jl ~

PLATFORM <All Assemblies>

TYPICAL SPACER LOCATION

File - ... \prj\Mead04WR\s90003.dgn

Y,6"

LENGTH TO FIT

SPACER

[~ I r-2%"-+2%"~ I ry----+----y~ +------1-----r----{-

Dd ~ Y,6" DIA. 4-HOLES

f-2"-j BRACKET

<All Assemblies>

V,6 .

NOMINAL'/2" STD. WT. PIPE

i +

"O

glow~ - · > 0 )>

c5 8 ~ ~ ~ ~:I:~

!'!

0 ~lz <C :::c

~ s I' <D ~ 0 "' ~ ~ m

~ ~ "' o5 .....

~ ffi

~b m~ ciJr

us highway 212 meade countyapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/04wr_nonsection.pdf ·...

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