apps.sd.govapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/05hc...1 900 ph 0010(147) plans by:...

1 900PH 0010(147)

PLANS BY: CLARK ENGINEERING, ABERDEEN, SD

4August 19, 2020

PROJECT LOCATION

COUNTY OFFICIALS

Edmunds County Highway Superintendent

Commisioners

Hamlin County Highway Superintendent

Commisioners

McPherson County Highway Superintendent

Commisioners

Storm Water Permit None Required

Lenny Uhrich 210 2nd Ave Ipswich, SD 57451 Phone: (605) 426-6761

Dennis Hoyle Robert Olson Timothy Thomas Nathan Davis Morris Grosz

Bryan Pedersen 45053 SD-21 Hayti, SD 57241 Phone: (605) 783-3626

Doug Noem Leland Roe Randy Rudebusch Larry Saathoff Reid Tuohino

Glenn Spitzer 706 Main St Leola, SD 57456 Phone: (605) 439-3667

Sid Feickert Rick Beilke Delmar Metzger Anthony Kunz Jeff Neuharth

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STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

PROJECT PH 0010(147) MCPHERSON, EDMUNDS AND

HAMLIN COUNTIES

R73W R72W

R73W R72W

SIGNING AND DELINEATION PCN 05HC

R71W R70W R69W R68W

MCPHERSON COUNTY R71 W R70W R69W R68W

EDMUNDS COUNTY

R67W

R67 W

R66W

R66W

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R55W

PROJECT TOTAL STATE OF t---------------1 SHEET SHEETS

SOUTH 1-----==-===--i DAKOTA

Index of Sheets

1 2 3-302 303-639 640-900

R54W

Cover Sheet Estimate of Quantities Edmunds County Hamlin County McPherson County

R531W R52W

HAMLIN COUNTY

R51W

FOR BIDDING PURPOSES ONLY

Total Estimate of Quantities

Bid Item No. Item Unit Quantity

009E0010 Mobilization LS Lump Sum

009E3305 As-Built Survey LS Lump Sum

110E0130 Remove Traffic Sign Each 1,961

110E5020 Salvage Traffic Sign Each 4,743

110E7150 Remove Sign for Reset Each 12

632E1321 2.0" x 2.0" Perforated Tube Post Each 6,525

632E1650 No Passing Zone Reference Post Each 1,004

632E2022 4" x 4" White Delineator Back to Back with 1.12 Lb/Ft Post Each 1,107

632E2207 4" Tubular White Delineator Reflector Each 1,502

632E2220 Guardrail Delineator Each 128

632E2510 Type 2 Object Marker Back to Back Each 491

632E2520 Type 2 Object Marker Each 455

632E2533 Type 3 Flexible Object Marker Each 24


632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity SqFt 19,364.1

632E3205 Flat Aluminum Sign, Nonremovable Copy Super/Very High Intensity SqFt 17,819.5

632E3500 Reset Sign Each 12

634E0120 Traffic Control, Miscellaneous LS Lump Sum

2 900PH 0010(147)


STATE OF i--------'-P:..:..:ROc:..:JE:..:cCT.:,__ __ --I SHEET TOTAL SOUTH ~~1-,:S=!!:!H.!:!:EE:.J..=TSu

DAKOTA FOR BIDDING PURPOSES ONLY

3 900PH 0010(147)


-

PROJECT LOCATION

COUNTY OFFICIALS

Highway Superintendent

Commisioners

Storm Water Permit None Required

Lenny Uhrich 210 2nd Ave Ipswich, SD 57451 Phone: (605) 426-6761

Dennis Hoyle Robert Olson Timothy Thomas Nathan Davis Morris Grosz

CITY CONTACT INFORMATION

City of Bowdle

City of Hosmer

City of Ipswich

City of Roscoe

Snowmobile Trails

Rodney Schlecht PO Box553 8001 W 5th St Bowdle, SD 57428 (605) 281-1569

Peter Eisenbeisz PO Box 1 Hosmer, SD 57448 (605) 377-3777

Brian Schlosser PO Box586 122 4th Street Ipswich, SD 57451 (605) 426-6961 (605) 216-5871

Nicole Bauman PO Box 95 Roscoe, SD 57471 (605) 287-4400

Ryan Raynor District Park Supervisor/ Snowmobile Trails Coordinator [email protected] Work Phone: (605) 773-2885 Cell Phone: (605) 280-6953

R73W

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STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

PROJECT PH 0010(147) EDMUNDS COUNTY

R72W

SIGNING AND DELINEATION PCN 05HC

R71W R70W R69W

LOCATION MAP

R68W R67 W R66W

~ brook

Clearlake

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STATE OF t-------'Pc...:.R;..;;O..;;.;JE::..:Cc..:..T ___ ---1 SHEET TOTAL SOUTH 1------'--"S""H...,EE..._T.=.S-1

DAKOTA

Index of Sheets

3 4-7 8-11 12-13 14-30 31-34 35-37 38-41 42-53 54 55-61 62 63-66 67-302

Cover Sheet Estimate of Quantities Plan Notes County Map Township Maps City Maps School Zone Maps Standard Plates Special Details Delineation Detail Special Sign Layouts New Post Summary by System New Sign Summary by Sign Number Permanent Signing Table

Permanent Signing Table

67-68 69-70 71-73 74-107 108-110 111-113 114-118 119-120 121-129 130-133 134-138 139-144 145-149 150-156 157-160 161-166 167-168 169-175 176-182 183-189 190-194 195-199 200-230 231-245 246-282 283-302

Adrian Township Bowdle Township Bryant Township Cortlandt Township Fountain Township Harmony Township Hillside Township Hosmer Township Hudson Township Ipswich Township Kent Township Liberty Township Montpelier Township North Bryant Township Odessa Township Pembrook Township Powell Township Rosette Township Sangamon Township Union Township Vermont Township Warren Township City of Bowdle City of Hosmer City of Ipswich City of Roscoe

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Edmunds County

Total Estimate of Quantities

Bid Item No. Item Unit Quantity

009E0010 Mobilization LS Lump Sum

009E3305 As-Built Survey LS Lump Sum

110E0130 Remove Traffic Sign Each 540

110E5020 Salvage Traffic Sign Each 1228

110E7150 Remove Sign for Reset Each 2

632E1321 2.0" x 2.0" Perforated Tube Post Each 1841

632E1650 No Passing Zone Reference Post Each 252

632E2022 4" x 4" White Delineator Back to Back with 1.12 Lb/Ft Post Each 424

632E2207 4" Tubular White Delineator Reflector Each 459

632E2220 Guardrail Delineator Each 48

632E2510 Type 2 Object Marker Back to Back Each 123


632E2533 Type 3 Flexible Object Marker Each 8


632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity SqFt 6,294.8

632E3205 Flat Aluminum Sign, Nonremovable Copy Super/Very High Intensity SqFt 5,442.5

632E3500 Reset Sign Each 2

634E0120 Traffic Control, Miscellaneous LS Lump Sum

4 900PH 0010(147)


STATE OF SOUTH

DAKOTA

PROJECT SHEET TOTAL SHEETS FOR BIDDING PURPOSES ONLY

Edmunds County

Estimate of Quantities

Bid Item No. Item Unit

009E0010 Mobilization LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum

009E3305 As-Built Survey LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum

110E0130 Remove Traffic Sign Each 0 0 0 0 0 0 0 0

110E5020 Salvage Traffic Sign Each 11 13 15 313 23 33 24 8

110E7150 Remove Sign for Reset Each 0 0 0 0 0 0 0 0

632E1321 2.0" x 2.0" Perforated Tube Post Each 12 19 17 286 12 9 60 13

632E1650 No Passing Zone Reference Post Each 2 6 3 21 0 0 20 3

632E2022 4" x 4" White Delineator Back to Back with 1.12 Lb/Ft Post Each 25 0 0 93 0 32 28 22

632E2207 4" Tubular White Delineator Reflector Each 2 3 8 70 5 5 12 3

632E2220 Guardrail Delineator Each 0 0 0 48 0 0 0 0

632E2510 Type 2 Object Marker Back to Back Each 0 0 0 1 0 0 2 0

632E2520 Type 2 Object Marker Each 0 0 0 14 0 20 0 0

632E2533 Type 3 Flexible Object Marker Each 0 0 0 0 0 0 0 0


632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity SqFt 54.0 51.0 61.0 803.0 60.0 57.0 102.0 68.0

632E3205 Flat Aluminum Sign, Nonremovable Copy Super/Very High Intensity SqFt 44.9 55.3 67.6 998.8 43.2 35.2 206.3 38.7

632E3500 Reset Sign Each 0 0 0 0 0 0 0 0

634E0120 Traffic Control, Miscellaneous LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum


009E0010 Mobilization LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum

009E3305 As-Built Survey LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum

110E0130 Remove Traffic Sign Each 0 0 0 0 0 0 0 0

110E5020 Salvage Traffic Sign Each 98 53 44 42 38 38 25 45

110E7150 Remove Sign for Reset Each 0 0 0 0 0 0 0 0

632E1321 2.0" x 2.0" Perforated Tube Post Each 98 40 25 66 61 85 61 35

632E1650 No Passing Zone Reference Post Each 23 8 0 24 22 29 24 7

632E2022 4" x 4" White Delineator Back to Back with 1.12 Lb/Ft Post Each 15 0 24 51 18 18 0 42

632E2207 4" Tubular White Delineator Reflector Each 21 7 13 10 12 14 11 13

632E2220 Guardrail Delineator Each 0 0 0 0 0 0 0 0

632E2510 Type 2 Object Marker Back to Back Each 16 18 4 12 14 6 8 4


632E2533 Type 3 Flexible Object Marker Each 0 0 0 0 0 0 0 0


632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity SqFt 176.0 72.0 124.0 124.0 92.0 136.0 60.0 126.0

632E3205 Flat Aluminum Sign, Nonremovable Copy Super/Very High Intensity SqFt 403.9 114.4 122.6 219.8 204.0 272.9 200.1 139.3

632E3500 Reset Sign Each 0 0 0 0 0 0 0 0

634E0120 Traffic Control, Miscellaneous LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum

Odessa

Township

Pembrook

Township

Hosmer

Township

Montpelier

Township

North Bryant

Township

Harmony

Township

Hillside

Township

Fountain

Township

Adrian

Township

Bowdle

Township

Bryant

Township

Cortlandt

Township

Ipswich

Township

Kent

Township

Liberty

Township

Hudson

Township

5 900PH 0010(147)


STATE OF t------=-P.:..:.RO::..::Jc::.EC::..::T~-----I SHEET TOTAL SOUTH 1-----1-,:S=!!:H!!:.EE!::.!T.2.S..J

DAKOTA

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Edmunds County



009E0010 Mobilization LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum

009E3305 As-Built Survey LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum

110E0130 Remove Traffic Sign Each 0 0 0 0 0 0

110E5020 Salvage Traffic Sign Each 18 67 35 70 32 43

110E7150 Remove Sign for Reset Each 0 0 0 0 0 0

632E1321 2.0" x 2.0" Perforated Tube Post Each 23 50 78 29 55 23

632E1650 No Passing Zone Reference Post Each 7 10 24 0 18 1

632E2022 4" x 4" White Delineator Back to Back with 1.12 Lb/Ft Post Each 0 17 6 0 0 32

632E2207 4" Tubular White Delineator Reflector Each 5 14 12 20 12 13

632E2220 Guardrail Delineator Each 0 0 0 0 0 0

632E2510 Type 2 Object Marker Back to Back Each 6 12 2 2 2 12

632E2520 Type 2 Object Marker Each 0 8 0 0 0 0

632E2533 Type 3 Flexible Object Marker Each 0 0 0 0 0 8

632E2535 Type 4 Object Marker Each 0 0 0 0 0 0

632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity SqFt 45.0 188.5 168.0 182.0 114.0 132.0

632E3205 Flat Aluminum Sign, Nonremovable Copy Super/Very High Intensity SqFt 74.1 156.7 255.8 116.6 184.5 81.4

632E3500 Reset Sign Each 0 0 0 0 0 0

634E0120 Traffic Control, Miscellaneous LS Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum


009E0010 Mobilization LS Lump Sum Lump Sum Lump Sum Lump Sum

009E3305 As-Built Survey LS Lump Sum Lump Sum Lump Sum Lump Sum

110E0130 Remove Traffic Sign Each 192 87 261 0

110E5020 Salvage Traffic Sign Each 0 0 0 140

110E7150 Remove Sign for Reset Each 0 0 1 1

632E1321 2.0" x 2.0" Perforated Tube Post Each 170 70 302 142

632E1650 No Passing Zone Reference Post Each 0 0 0 0

632E2022 4" x 4" White Delineator Back to Back with 1.12 Lb/Ft Post Each 0 0 1 0

632E2207 4" Tubular White Delineator Reflector Each 60 37 44 33

632E2220 Guardrail Delineator Each 0 0 0 0

632E2510 Type 2 Object Marker Back to Back Each 2 0 0 0

632E2520 Type 2 Object Marker Each 0 0 0 0

632E2533 Type 3 Flexible Object Marker Each 0 0 0 0

632E2535 Type 4 Object Marker Each 3 15 33 12

632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity SqFt 949.1 384.5 1,218.4 747.3

632E3205 Flat Aluminum Sign, Nonremovable Copy Super/Very High Intensity SqFt 341.3 198.7 497.0 369.4

632E3500 Reset Sign Each 0 0 1 1

634E0120 Traffic Control, Miscellaneous LS Lump Sum Lump Sum Lump Sum Lump Sum

Powell

Township

Rosette

Township

Sangamon

Township

Union

Township

Warren

Township

Vermont

Township

City of

Roscoe

City of

Bowdle

City of

Hosmer

City of

Ipswich

6 900PH 0010(147)


STATE OF SOUTH

DAKOTA


Edmunds County



009E0010 Mobilization LS Lump Sum Lump Sum

009E3305 As-Built Survey LS Lump Sum Lump Sum

110E0130 Remove Traffic Sign Each 540 0

110E5020 Salvage Traffic Sign Each 140 1088

110E7150 Remove Sign for Reset Each 2 0

632E1321 2.0" x 2.0" Perforated Tube Post Each 684 1157

632E1650 No Passing Zone Reference Post Each 0 252

632E2022 4" x 4" White Delineator Back to Back with 1.12 Lb/Ft Post Each 1 423

632E2207 4" Tubular White Delineator Reflector Each 174 285

632E2220 Guardrail Delineator Each 0 48

632E2510 Type 2 Object Marker Back to Back Each 2 121

632E2520 Type 2 Object Marker Each 0 74

632E2533 Type 3 Flexible Object Marker Each 0 8

632E2535 Type 4 Object Marker Each 63 0

632E3203 Flat Aluminum Sign, Nonremovable Copy High Intensity SqFt 3299.3 2995.5

632E3205 Flat Aluminum Sign, Nonremovable Copy Super/Very High Intensity SqFt 1406.4 4036.1

632E3500 Reset Sign Each 2 0

634E0120 Traffic Control, Miscellaneous LS Lump Sum Lump Sum

City

Totals

County

Totals

7 900PH 0010(147)


STATE OF SOUTH

DAKOTA


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 B2: WHOOPING CRANE The Whooping Crane is a spring and fall migratory bird in South Dakota that is about 5 feet tall and typically stops on wetlands, rivers, and agricultural lands along their migration route. An adult Whooping Crane is white with a red crown and a long, dark, pointed bill. Immature Whooping Cranes are cinnamon brown. While in flight, their long necks are kept straight and their long dark legs trail behind. Adult Whooping Cranes' black wing tips are visible during flight. Action Taken/Required: Harassment or other measures to cause the Whooping Crane to leave the site is a violation of the Endangered Species Act. If a Whooping Crane is sighted roosting in the vicinity of the project, borrow pit, or staging site associated with the project, cease construction activities in the affected area until the Whooping Crane departs and contact the Project Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS. COMMITMENT 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 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 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 through the use of fences, gates, and placement of a sign or signs at the entrance to the site stating “No Dumping Allowed”. 2. Concrete and asphalt concrete debris may be stockpiled within view of the ROW for a period of time not to exceed the duration of the project. Prior to project completion, the waste will be removed from view of the ROW or buried and the waste disposal site reclaimed as noted above. The above requirements will not apply to waste disposal sites that are covered by an individual solid waste permit as specified in SDCL 34A-6-58, SDCL 34A-6-1.13, and ARSD 74:27:10:06. Failure to comply with the requirements stated above may result in civil penalties in accordance with South Dakota Solid Waste Law, SDCL 34A-6-1.31. All costs associated with furnishing waste disposal site(s), disposing of waste, maintaining control of access (fence, gates, and signs), and reclamation of the waste disposal site(s) will be incidental to the various contract items.

COMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES State Historical Preservation Office (SHPO or THPO) concurrence has not been obtained for this project. Action Taken/Required: All earth disturbing activities not designated within the plans require review of cultural resources impacts. This work includes, but is not limited to: staging areas, borrow sites, waste disposal sites, and all material processing sites. 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 The Contractor is responsible 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.

8 900PH 0010(147)


STATE OF i------=-P:..:.:RO:..:.:JE=.=C.:....T -----1 SHEET TOTAL SOUTH 1----l,...:i!S:!!!HE::.5:ET.1.3Su


PERMANENT SIGNING

The Contractor will furnish all signs, posts, stiffeners, bases, hardware, and labor for installation of permanent signs in size, type, and quantity as shown in these plans and/or as required by the Engineer.

All existing signs, posts, and hardware removed as per these plans remain property of the County, Town, or Township and will be transported to a local location as directed by the local contact. The Contractor will notify the local contact two days prior to time of delivery so correct placement for storage and inventory of materials can be made upon receipt. The Contractor will provide all labor and equipment necessary to install permanent signing, remove existing signs, and reset existing signs as detailed in these plans and/or as required by the Engineer. Payment for furnishing and installing permanent signs will be paid for at the contract unit price for each type of sign based on sheeting requirements per square foot of sign. Payment for new signposts, hardware, bases, and labor will be made at the contract unit price per foot for 2.0” x 2.0”. See bridge details, breakaway post details, and fixed post details regarding posts, hardware, bases, and footings. The Contractor is urged to cut posts to length on job site after verification of post length. The installation height of the signs will not exceed the minimum by more than 0.5 feet.

When signs are vertically mounted in succession, they will be 1-2 inches apart. Lateral placement of signs will be determined by the Engineer. The Contractor will coordinate work such that traffic cannot see both an existing sign and a new sign without work actually in progress at that location. If removal of existing signs cannot be completed at the same time as the installation of new signs, the Contractor will adequately cover the existing sign prior to leaving that specific work site. The Contractor will coordinate and adjust the sign assembly offsets on routes with designated snowmobile trails to allow for a clear path for a snowmobile groomer to pass by in the bottom of the ditch. Contact information for designated routes and widths will be provided to the Contractor at the preconstruction meeting. All adjustments to standard offsets will be approved by the Engineer prior to installation.

Township Route System Side

of Road

Start End Length

(Miles)

Cortlandt 133 St County South 372 Ave 373 Ave 1.0

STAKING

The Contractor will stake all device locations prior to installation. The locations of the devices as noted in the plans are approximate. The lateral distance from the roadway and the height of each device will be established by the Contractor in accordance with the Standard Plates, Special Details, and the current MUTCD. All costs for this work will be incidental to the contract unit price for the various signing contract items.

EXISTING TRAFFIC SIGNS AND DELINEATORS The Contractor will deliver all dismantled signs that are scheduled for salvage to the respective Township, County, or Town.

All costs for labor and equipment necessary to remove, dismantle, backfill holes (wooden posts only) and deliver existing signs to the respective owners will be included in the contract unit price per each sign for “Salvage Traffic Sign”. All costs for labor and equipment necessary to remove and deliver delineators and posts to the respective owners will be incidental to the contract unit price per each for “Salvage Traffic Sign”.

REMOVE TRAFFIC SIGN Signs that are scheduled for Removal will become property of the Contractor.

SALVAGE TRAFFIC SIGN All existing signs, posts, and hardware scheduled for Salvage as per these plans remain property of the County, Town, or Township and will be transported to a local location as directed by the local contact. The Contractor will notify the local contact two days prior to time of delivery so correct placement for storage and inventory of materials can be made upon receipt. Signs specified to be salvage will be handled with care so that the signs are not damaged during removal or transport and will be stockpiled for owner reuse. The Contractor will replace and pay for any salvaged signs damaged in their care. RESET SIGN Signs that are scheduled for reset will be dismantled and reassembled to the extent needed by the Contractor to properly reset the sign. Signs will be handled with care so that the sign, post, and base is not damaged during the relocation process. The Contractor will replace and pay for any reset signs damaged in their care. The Contractor will remove and deliver existing posts to the respective owners for all reset signs that require use of new posts as per the Table of Permanent Signing.

PERFORATED TUBE POST The Contractor will use Telespar® brand (or approved equal) posts and bases on all new standard highway signs as approved by the Engineer. Sign posts and bases will be constructed in accordance with Special Detail L21. Post quantities for perforated tube posts will be determined by measurement of each type. Each type of perforated tube posts will be paid for at the contract unit price per Each. Payment will be full compensation for furnishing and installing materials, including post anchors, anchor sleeves, mounting hardware, telescoped inner post sections, and anchor plates. HARDWARE Aluminum U-Channel stiffeners will be used on all standard highway signs 36” and greater in width or as detailed in the plans and will conform to the requirements of ASTM B221 Alloy 6063-T6 or 6061-T6. The U-Channel will be 2 inches in width and free of holes. The U-Channel stiffeners will also be used to connect various signs and perforated tube posts together so that an entire sign can be erected as a single installation. Stiffeners may be fastened to signs by use of 1/4” drive rivets with a minimum of one on

each end and one centered between each post. Installation of the stiffeners will be incidental to other contract items. Perforated tube signpost base material will be fastened with 5/16” diameter corner bolts (Grade 2). All perforated tube signposts will have a soil stabilizer attached to the base. Soil stabilizers will be a MPJ Sign Wedge or equal as approved by the Engineer.

The Contractor will utilize a pre-manufactured aluminum adjustable angle bracket for all dual-mounted W1-8 Chevron signs. An estimated 23

adjustable brackets are needed for this project. All sign assemblies mounted on concrete surfacing will utilize a flush mount breakaway post base. An estimated 23 flush mount breakaways are needed for this project. The plans call for use of hinged signs. The estimated quantity of hinged signs is 71. REPLACING STREET NAME SIGNS ALONG SOUTH DAKOTA HIGHWAYS The Contractor shall discard any Street Name signs and brackets mounted on existing Stop signs along South Dakota Highways in the Cities of Bowdle, Hosmer, Ipswich, and Roscoe as noted in the Table of Permanent Signs. The Contractor shall install new Street Name signs per the Table of Permanent Signs using 1 ¾” square tubular post telescoped up from the existing Stop sign posts. All costs for materials, including hardware, labor and equipment necessary to furnish and install Street Name signs on existing Stop signs shall be incidental to the contract unit price per square foot for “Flat Aluminum Sign, Non-removable Copy High Intensity”. The estimated number of Street Name sign assemblies to be mounted to existing Stop signs is 29. FLAT ALUMINUM SIGNS / NON-REMOVABLE COPY HIGH INTENSITY & SUPER/VERY HIGH INTENSITY The payment for new signs in the Table of Permanent Signing will include all labor (including installing date decals), equipment, and materials to complete the work, and will be paid for at the contract unit price per square foot for “Flat Aluminum Sign, Nonremovable Copy High Intensity” conforming to ASTM D4956 or “Flat Aluminum Sign, Nonremovable Copy Super/Very High Intensity” conforming to ASTM D4956.

9 900PH 0010(147)


STATE OF i------=-P:..:.:RO:..:.:JE=.=C.:....T -----1 SHEET TOTAL SOUTH 1----l,...:i!S:!!!HE::.5:ET.1.3Su

DAKOTA

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SHEETING REQUIREMENTS All signs, except as noted below, will have High Intensity background, Type IV conforming to ASTM D4956. The following signs will have super/very high intensity, Type XI conforming to ASTM D4956:

R1-1 STOP R1-2 YIELD R5-1 DO NOT ENTER R5-1a WRONG WAY All Warning Signs All Delineators All School Zone Signs

SIGN LAYOUT SHOP DRAWING SUBMITTALS The Contractor will submit shop drawings for all guide sign layouts and any other special sign not included in the latest edition of the Standard Highway Signs Manual. Submittals will be sent in Adobe PDF format to the following email addresses:

[email protected] [email protected] Dan,[email protected] [email protected] [email protected]

DELINEATORS Delineator reflectors will be attached to the post with two rivets each. The Contractor will lay out delineator locations and will obtain Engineer approval of locations prior to installation. Upon removal of existing delineators, the Contractor will install new delineators so that all sections of roadway carrying traffic are delineated by nightfall. Delineators will be placed with the bottom of the reflector unit approximately 4 feet above the near roadway edge. They will be located 2-8 feet outside the outer edge of the shoulder or the face of the curb.

Where a roadside barrier or other obstruction intrudes into the space between the pavement edge and the extension of the line of delineators, the delineators will be in line with the barrier or in line with the innermost edge of the obstruction. All guardrail will be delineated as per Standard Plate 632.40.

The standard spacing between delineators on the same side of the roadway in tangent sections will be 528 feet. When normal spacing is interrupted by structures, crossroads, or ramps, delineators falling within such areas may be moved in either direction a distance not exceeding one-quarter of the standard spacing. Delineators still falling within such areas should be eliminated.

All cost for materials, labor and equipment necessary to furnish and install delineators will be incidental to the contract unit price per each for “4”x4” White Delineator Back to Back with 1.12 Lb/Ft. Post”, “4” Tubular White Delineator with 1.12 Lb/Ft Post”, or “Guardrail Delineator”.

The spacing for delineators on the outside radius of horizontal curves and for three spaces in advance and for three spaces beyond the curve is given in the following table:

Max. Spacing for Delineators on Outside Radius of Horizontal Curves (Distance in Feet Rounded to the Nearest 5 Feet)

Spacing in Advance &

Radius Spacing Beyond Curve (in feet)

Of Curve

On Curve

1st 2nd 3rd

50 20 40 65 125

150 30 60 90 180

250 40 85 125 250

300 50 95 145 290

400 55 110 170 300

500 65 125 190 300

600 70 140 210 300

700 75 150 230 300

800 80 165 245 300

900 85 175 260 300

1000 90 185 275 300

Spacing for specific radii not shown may be interpolated from the table or computed from the formula S = 3 (R-50). For unknown radii of curve, the Contractor will space delineators such that three can be seen be drivers at all times along same side of road. The minimum spacing should be 20 feet. The spacing on curves should not exceed 300 feet. The spacing of the first delineator approaching a curve is 2xS, the second is 3xS and the third is 6xS but not to exceed 300 feet. If a spacing less than 300 feet is used approaching the curve, the distance shown above should be adjusted accordingly.

Bridge approach delineation will be provided at all structures and will consist of a minimum of four (back-to-back) delineators on each side of the roadway spaced 50 feet apart. Except where guardrail is in place, the delineators will be located in a straight line beginning a minimum of 200 feet from the corner of the bridge and at the normal offset distance outside the shoulder edge and tapering to the inside edge of the obstruction. Where guardrail is present, guardrail delineation as per Standard Plate 632.40 will be installed. If the overall width perpendicular to the centerline of the roadway is 40’ or less between two delineators, the height of the delineator will be adjusted such that the top of the delineator does not exceed 3’ above the edge of the driving surface.

Red delineators located on the following routes will be removed and disposed of by the Contractor. Payment for the disposal of red delineators will be incidental to other contract unit prices. TYPE 2 OBJECT MARKERS The inner edge of the Type 2 object marker will be installed at the opening of the pipe end section, bridge, box culvert, or cattle pass. Refer to Standard Plates 632.01, 632.03, 632.04 and 632.40 for the placement of Type 2 object markers and post lengths. If the overall width perpendicular to the centerline of the roadway is 40’ or less between two object markers, the height of the markers will be adjusted such that the top of the marker does not exceed 3’ above the edge of the driving surface. The Table of Permanent Signs may contain quantities of Type 2 Object Markers with 1.12 Lb/Ft flanged channel posts longer than 7.0 Ft. There are approximately 109 Type 2 Object Markers with 1.12 Lb/Ft flanged channel post of 8.0 Ft.

TYPE 3 FLEXIBLE OBJECT MARKERS The Type 3 flexible object marker will be fabricated to withstand 35 impacts at 45 MPH without requiring major maintenance to the unit or causing damage to the impacting vehicle. It will also sustain a minimum of one impact at 60 MPH with the centerline of the Type 3 flexible object marker impacted by approximately the centerline of the right tire of the impact vehicle. The unit will incorporate a sign, which is securely attached to a flexible support post, and utilize a reactive spring device or flexible joint to absorb the stress from the impacting vehicle. The spring device will be tensioned at 200 pounds. The post, sign, and spring assembly will receive a fixed surface-mounted base. The fixed-surface mounted base will be constructed of a high-impact plastic material. The base will be able to be attached or inserted in the square tube post. The Type 3 flexible object marker and support post will be constructed of a flexible material resistant to ultraviolet light, ozone, and hydrocarbons. The post will have sufficient stiffness to remain rigid in windy conditions. The fixed-surface mounted base will have nominal dimensions of 8”x8” unless otherwise specified and the installation system will consist of a thermosetting epoxy adhesive. As an alternative, a plastic sleeve with anchor and bolt system may be used. Either of these installation methods should follow the manufacturer’s recommended installation procedures. The Type 3 flexible object markers at bridge ends will be installed at the mounting height of 3’+/- 1’ from the bottom of the marker to the surface of the nearest traffic lane. All costs for materials, including posts and hardware, labor and equipment necessary to furnish and install Type 3 object markers will be incidental to the contract unit price per each for “Type 3 Flexible Object Marker”. TYPE 4 OBJECT MARKERS

The Contractor will install Type 4 object markers at the locations specified in the Table of Permanent Signing. A minimum of three markers will be used to designate a closure point and will be centered in each lane and one on centerline of the roadway. Type 4 object markers may also be mounted on gates where control of access exists. Type 4 object markers may also be referred to as End of Road Markers.

10 900PH 0010(147)


STATE OF SOUTH

DAKOTA


TRAFFIC CONTROL Traffic control will be as per the standard details TA-4, TA-6, and/or TA-18 in Part 6 of the 2009 Edition of the FHWA Manual on Uniform Traffic Control Devices including revisions. Payment for traffic control will be incidental to the contract lump sum price for “Traffic Control, Miscellaneous”. NO PASSING ZONE REFERENCE POST The Contractor will furnish and install a non-reflective yellow marker post at the end of the no passing zones as indicated in the table of Permanent Signing. The post will extend 4 feet from ground line to top of post and will be driven with or without a separate base a minimum of 18 inches into the ground. The post will have a minimum one-dimensional width of 4 inches and will have the top 6” marked with non-reflective black paint or sheeting. The end of no passing zone markers will be mounted approximately 3 feet from the R.O.W. line. This post must be clearly visible from the driving lane. If topography or obstructions block the visibility of the post from the driving lane, the post may be moved transversely until such point it is visible but not exceed the minimum offset of the standard highway delineation. All costs for labor, equipment, and materials to install new posts will be incidental to the contract unit price per each for “No Passing Zone Reference Post”.

AS-BUILT SURVEY

The Contractor will provide an as-built inventory of all installed devices to the DOT Area Office within 30 calendar days of the completion of the field work. The inventory will be delivered in electronic spreadsheet format and will contain the following information:

1. Description of Device (include the MUTCD Sign Code, sign sizes, sheeting type, special legend)

2. Description of Support(s) and Length of Post Installed 3. Date Installed 4. Location of Device and Direction Facing (not required for white

delineator items) 5. Owner of Device (County, Township, City, etc.)

The device location will be provided in GPS format to an accuracy of 10 feet +/-. Elevations are not required. The DOT Area Office will review the inventory and provide a copy to the Owner(s) if requested. All costs for this work will be incidental to the contract lump sum price for “As-Built Survey”. No separate payment will be made for As-Built Survey due to increases in the quantities of devices installed. STREET NAME SIGN INSTALLATION LOCATION The contractor will install street name signs at locations indicated below: County Intersections – As outlined in the standard details. Township Intersections – Corner of Right-of-Way. State Intersections – Sixteen feet from edge of roadway and sixteen feet from any other sign. In instances where the intersecting roadways are at different elevations. The street name sign height above adjacent roadway will be measured from the highest roadway edge elevation as measured perpendicularly from the sign installation location.

In instances of deep fill on township roads the contractor will install the street name sign as indicated in the standard details in lieu of the corner of the Right-of-Way. DATABASE ACTION LEGEND

The descriptions for the Action column in the Permanent Signing Table are given in the following table:

Action Action Description Payment

NEW Install New Sign Sqft By Sheeting Type

D/R Remove & Discard Existing Sign Per each Remove Traffic Sign

IN PL Leave Existing Sign In Place None

R/R Replace & Discard Existing Sign Sqft By Sheeting Type & per each Remove Traffic Sign

REF Reference Location – No Action None

D/S Remove Existing Sign for Salvage

Per each Salvage Traffic Sign

R/S Replace & Salvage Existing Sign

Sqft By Sheeting Type & per each Salvage Traffic Sign

R/S/S Reset Existing Salvaged Sign Per each Remove Sign for Reset & per each Reset Sign

11 900PH 0010(147)


STATE OF SOUTH

DAKOTA


12 900PH 0010(147)


R 73 W

P O T T E R C O U N T Y

Edmunds County (West)

~ ¢

I I I

R 72 W R 71 W R 70 W

M C P H E R S O N

STATE OF __ PROJ_ECT_-----t SHEET ST~Jtfs SOUTH


13 900PH 0010(147)


Rll8W

I O N C O U N T Y

I I I

R 118 W

I I I I I I

Edmunds County (East)

t ¢ RHW R~W RHW

R 88 W

'~-,-JI - ~' ""' ' ....1.---r.&. ..I.. ---~~.

I I I I

I I I I

I I I I

MAP #32 I MAP #31 i ,r"'"""' ~ I II I ""'""Ti' - ---.,---...... 71

R 87 W R 88 W

z ; ...

z

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~

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STATE OF SOUTH

DAKOTA

PROJECT TOTAL SHEET SHEETS


14 900PH 0010(147)


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w > > w w w > > >

15 900PH 0010(147)


z s:::I" N -

~ JL 124 ST R 1111' ~87 ~ 6

125 ST

~ 7

] 253 126 ST

18

127 ST

19

128 ST - -

30

129 ST

w w > >

16 900PH 0010(147)


z s:::I" N -

I I 124 ST I

Map5 Adrian Township

R69W

I I I

*

w > TS!....I

DAKOTA

I

II I PLAINVIEW

COLONY 2 1

,..L.J.

11 12

- 14 13

23 24

~

26 25

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35

17 900PH 0010(147)


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31

32 >

18 900PH 0010(147)


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-

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19 900PH 0010(147)


z rri N - ~

-r

w > > > >

20 900PH 0010(147)


z ("f') N -

t

w >

21 900PH 0010(147)


z rri N -

Map 15 Fountain Township

R67W

130 ST I I'' -----1---------1 !=======:rte====;":====~ ~===c:::::r:::; II

6

131 ST

7

132 ST

5 4

8 9

3 2

10 11

I l,

1

- -

12

:=:::::::::::::::::::::::::::::::::::~ ~====4=====~======~?===:r:::--,----,

w > > > > >

22 900PH 0010(147)


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-

-w >

31 > > >

33

23 900PH 0010(147)


z N N -E--<

-

-

w > > > > >

24 900PH 0010(147)


z N N -E--<

I I

~

w > >

33 >

25 900PH 0010(147)


z N N -E--<

I ~

-w > >

26 900PH 0010(147)


N

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z -,....... N ,.......

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w > > 31

27 900PH 0010(147)


142 ST I

6 5

143 ST

7 8

144 ST

18 17

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146 ST

=

30 29

147 ST -

w w w > > >

28 900PH 0010(147)


z ,....... N ,.......

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29 900PH 0010(147)


PROJECT TOTAL STATE OF t-------------1 SHEET SHEETS SOUTH 1----'-="-'="-"-l

DAKOTA

Map 31 Kent Township

Map32 Clear Lake Township

R66W R67W

142 ST ' ti ' / ' ' , ' ,

142 ST

6 5 1, 4 3 2 1 6 5 4 3 2 1 143 ST

~

7 8 9 10 11 12 7 8 9 10 11 12 1

144 ST ~

z ,....... N ,.......

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CT7

18 17 16 15 14 13

--

19 20 21 22 23 24

,...l

30 29 28 27 26 25

~ z ,....... N ,.......

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~

18 17 16 15 14 13 [ 145 ST

19 20 21 22 23 24 [ 146 ST ...L...L

I [ 30 29 28 27 26 25 .------,---.-147 ST i' \

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30 900PH 0010(147)


Map33 --~~ Mina Lake Cortlandt Township I l.______ __ ___,I

-----t-~----------r----c---------r----~

LUCINDA LN*

~ 0

lO N

'tj- n ~ N

* co 31* 0 ----" n (__,..J (__,..J 0

J" u

r, 371 AVE* 371 f- f-

(I) (I)

N n n n ~

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*For Plan use only. (Not Actual Road Name) -13 3 ST /3 71 A VE -CO 31 -371 AVE/EDGER RD -LUCINDA LN -CO 30 -MAIN ST -N SUNSET DR -NESBITT DR -S SUNSET DR

L.[)

N

MAIN ST

er: w (..'.)

0 w ~

f-(I)

L.[)

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PROJECT TOTAL STATE OF 1----------1 SHEET SHEETS

SOUTH 1-------&-:~=:!....! DAKOTA

373 AVE

372 AVE

371 AVE

lO n

L.[)

n

\\

.•-=--·----· ~

13 : APRIL A.

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31 900PH 0010(147)


¢. . N ,.,

◊

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e Lane

Map34 ---=--:-- __ • h City of Ipsw1c

◊ J~ j ci []~==-==-=--=-=-=-=--□ □ lj

-----:-::Tc-===--~P~RO~JE:.::..:...C§IT===--µ-1

~-STATE OF SOUTH

DAKOTA

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32 900PH 0010(147)


Map 35 City of Hosmer

~ 2nd Street

□~ [] LJ ~------I

Q) 4th Street Q) ~ --------,.1- □

1□i□DI ~\ ~ II □~DUD ~ (.II

DOD 7th Street

D □ 10th Str

STATE OF 1----.:....:.PR=OJ=EC::..:..T __ ----1 SHEET SOUTH

DAKOTA

\\

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: 13863 c:; : APRIL A.

§ ~.tULLER

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TOTAL SHEETS


33 900PH 0010(147)


Map36 City of Roscoe

4th Avenue

3rd Avenue

□□ l□1□1□,.·-· 1□1 I I I I ·~-

r------J □ □ □ □ '------------' I Seward Avenue □--------□ ~ M~ organ~Aven::!:,._ue ________ _

US Highway 12 (134th Street)

--JI□□ .-----------Wisconsin Avenue

□ ,.._________, ~ Illinois Avenue Michigan Avenue

STATE OF SOUTH

DAKOTA


34 900PH 0010(147)


~

Map37 City of Bowdle

STATE OF SOUTH

DAKOTA

PROJECT

□ □ D 1 r======1 ----=::::::::::--=:::::::::-=:::::::::::::-7 Main Street

□ ~ □ □ □ ~ .__________. □□□□ □ □ □ □ □□□□□□□□ ~-- -

4th Street

~ ~ ~ ~ ., ., ., ., ~ ~ ~ ~

~ I 16 il5 ~

5th street

SHEET

..::::..==----=--=--=---=--=---:--=----,__J L-,---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --. ~ r-- ~

TOTAL SHEETS


35 900PH 0010(147)


,+-I

Q)

' Q) L..

,+-I - Cl) I .r:. ,+-I I'--~g~ w~~

3NOZ 100H8S □N3

,+-I

Q) Q) L..

,+-I

Cl)

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(0

END SCHOOL

ZONE

Map 38 Ipswich School

3NOZ 100H8S □N3

,+-I

Q) Q) L..

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LO

'

PROJECT TOTAL STATE OF t------------1 SHEET SHEETS SOUTH 1---"-=-==--l

DAKOTA

4th Avenue

36 900PH 0010(147)


Q) Q) I,...

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"C C

C'\I

71 ~

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15

Map39 Bowdle School

...

3NOZ lOOH:JS □N3

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SPEED LIMIT

15

en ~ §t ~ ffi ~ 0

□ .-LC) W-w::;; ~:::; T"'"

2nd Avenue

en ~~~ ~~o

3rd Avenue

□ .-o W-w::;;C\I a.-en ....J

□ .-o W-~~C\I en ....J

STATE OF SOUTH

DAKOTA

~

~

PROJECT

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SHEET

13863 •• -::. _ ffi : APRIL A. -::: ~ • BULLER

%$/.¾#1,.f - ~ ~,,✓. ~~

,,,,,,,,111\\\\\\\:

TOTAL SHEETS


37 900PH 0010(147)


Map40 Roscoe School

l!l!il lii!il

END SCHOOL

ZONE

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+J Q)

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"'O C:

38 900PH 0010(147)


_. C C 0 Cl) (.) --U -- u

1½" Radius (Typ.)

= ci.

Single -~ 1ii ~ "O I... -- , ' , ' , ' , '

' '

...J

' ' '

IE 6" J ELEVATION VIEW

(Type 2 Object Marker Detail) (½" to 1 ¼" grip range ¼" twin rivet (single and back to back))

'', 4: :::•· .; .. ;;• ·:~::~:>-• . .,.:!~•\.;.,-z-~~ .... ·:;,P.;.= :;',.f._•·.·: ·:~:-~~--:~T(-...:1/.:S. .:~~;;." -:;.,;: ,,,_: :(: ,-:: .. ··: ·:~:>·;..: .~-":f ~:(-;,.-,%:_;;:,;;;:;i'.'".r.: £:,. ::"·•: -~~: ;:~_.._. _.,. "?.U,-;.·.:V';_;-;;,:•

ELEVATION VIEW (Pipe culvert shown for illustrative purpose.)

TYPE 2 OBJECT MARKER POST LENGTHS OFFSET 1' 2' 3' 4' 5' 6' 7' 8' Greater Than 8' (*)

POST LENGTH (L) .....

8'-6" 8'-9" 9'-3" 9'-6" 9'-9" 10'-3" 10'-6" 10'-9" 8'-0" M w .....

8'-6" 8'-9" 9'-0" 9'-3" 9'-9" 9'-9" 10'-0" 10'-3" 8'-0" c.. -si= 0 ..... ...J 8'-3" 8'-6" 8'-9" 9'-0" 9'-3" 9'-3" 9'-6" 9'-9" 8'-0" en Lri

..... 8'-3" 8'-6" 8'-9" 8'-9" 9'-0" 9'-3" 9'-3" 9'-6" 8'-0" co

GENERAL NOTES:

.li'.li'.li' The type 2 object marker may be installed back to back when specified in the plans.

Post Length L was calculated based on a shoulder width of 6 feet at a crosslope of 4 percent and L was rounded up to the nearest 3 inches .

.li'.li' Dimension A is 4 feet when the Offset* is 8 feet and less. Dimension B is 4 feet when Offset* is greater than 8 feet.

The type 2 object marker and the 1.12 lb/ft flanged channel steel post will be in conformance with Specifications Section 982.2 J.

Payment for the type 2 object marker will be in conformance with Specification Section 632.5 B.

Published Date: 2nd Otr. 2020

s D D 0 T

TYPE 2 OBJECT MARKER (DIRECT DRIVE)

December 23, 2019

PLATE NUMBER

632.01

Sreet I of I

PROJECT TOTAL STATE OF t------------t SHEET SHEETS SOUTH 1-----+-'==--i

~

DAKOTA

~ Rdwy.

Align the inner edge of the object marker with the opening closest to the roadway.

.... cl C 0 Cl) u:;:::, CJ--(.) -~1ii ~ ""C !,....•-

39 900PH 0010(147)


* Type 2 Object Marker Back\-========:::::/~=""""", .. ===-:.-:_-:_..,....,,-----~~~~..., to Back (Shown for f- __ -Illustrative Purpose) ,__._ l! J! J! ....

~ Rdwy.

Ali~n the inner edge of the~ obJect marker with the opening closest to the roadway.

.... C: C: 0 ID o·-oij: t5

.!Q.,Cll Ql ""CS... ■= -

.?"

.....

- -- ----- -- ------- ------- ---

I

~*Type 2 Object Marker Back to Back {Shown for Illustrative Purpose)

::===============---'-L--'-+---_-_-_--_-_--_-_--_-_--_-_--_-_--_-_--_-_--_-_-_--_-...;.-'-I -~

Align the inner edge of the object marker with the opening closest to the roadway.

PLAN VIEW (For Single Pipe Culvert, Box Culvert, and Cattle Pass)

(Box culvert shown for illustrative purpose.) (Embankment is not shown.)

GENERAL NOTES:

This standard plate will be used in conjunction with standard plate 632.01.

* The type 2 object markers will be installed at the locations shown above. The type 2 object markers, single faced or back to back, will be as specified in the plans.


s D D 0 T

TYPE 2 OBJECT MARKER AT PIPE CULVERTS, BOX CULVERTS, AND CATTLE PASSES

(60" and Greater Overall Width)

December 23, 2019

PLATE NUJ,JBER

632.04

Sheet I of I

-------

~~ DETAIL T

(Provide a Type 2 Object Marker if a Trailing End Terminal is installed)

-------

-------

~* '-----"""

~* '-----"""

®

PLAN VIEW (Typical Guardrail Layouts)

®

®

PROJECT TOTAL STATE OF t------------1 SHEET SHEETS SOUTH 1----1-==-=--1

DAKOTA

See Detail T

®

~ :::I t5 2 ....

Cl)

First cable guardrail post

®

~ :::I

t5 2 in

@ Steel Beam Guardrail Delineation [I] Guardrail End Terminal Object Marker

® High Tension Cable Guardrail Delineation @ Type 2 Object Marker

& 3 Cable Guardrail {Low Tension) Delineation * For two-way traffic, install delineation at the opposite end of

structure the same as shown. Back-to-back delineation is required for two-way traffic, single-sided delineation for one-way traffic.


s D D 0 T

DELINEATION OF GUARDRAIL

December 23, 2019

PLATE NUJ,JBER

632.40

Sheet I of 4


40 900PH 0010(147)


LI") .,....

4" ~

Delineator

Wood Guardrail Blockout

2" x ¼" Lag Bolts with ¾6" Washers Pre-drill holes before installing lag bolts.

@ STEEL BEAM GUARDRAIL DELINEATION

White or fluorescent yellow sheeting. Sheeting color willl match edgeline color. A minimum of 16 square inches of sheeting area is required.

Guardrail delineators may be fabricated from 0.080" aluminum or flexible plastic. Dimensions of flexible delineators may vary by manufacturer .

¾6" Diameter Holes

Adhesive Object Marker

DELINEATOR (For Steel Beam Guardrail)

1... 16" ,., I

Adhesive Object Marker

[[] GUARDRAIL END TERMINAL OBJECT MARKER

ADHESIVE OBJECT MARKER

Adhesive object marker dimensions may vary due to shape of terminal end. A minimum of 256 square inches of object marker sheeting area is required. The sheeting will be fluorescent yellow.


s D D 0 T

DELINEATION OF GUARDRAIL

December 23, 2019

PLATE NUMBER

632.40

Sheet 2 of 4

PROJECT TOTAL STATE OF t------------t SHEET SHEETS SOUTH 1----+-==-=--i

DAKOTA

Sheeting

Sheeting

4.00 Lbs./Ft. Steel Post

& 3 CABLE GUARDRAIL (LOW TENSION) DELINEATION S3x5. 7 Steel

I Beam Post

½" Diameter Zinc Coated Spacer

Single

Back to Back

PLAN VIEW

& 3 CABLE GUARDRAIL (LOW TENSION) DELINEATION

1 ½" Radius (Typ.)

¾B" Diameter Hole

1.12 Lbs./Ft. Flanged Channel Steel Post Painted Green (Direct Drive)

¾" Diameter Holes (Typ.)

Variable Slope

¼" Twin Rivet ½" to 1 ½" Grip Range (Single and Back to Back)

----= ci. N~

.,.... +I ("I")

(Type 2 Object Marker Details and Post Orientation) u


s D D 0 T

ELEVATION VIEW @ (Type 2 Object Marker)

(For Marking 3 Cable Guardrail (Low Tension) Anchor, High Tension Cable Guardrail Anchor,

and Trailing End Terminal) December 23, 2019

PLATE NUMBER

DELINEATION OF GUARDRAIL 632.40 Sheet 3 of 4


41 900PH 0010(147)


STATE OF PROJECT SHEET TOTAL SHEETS SOUTH DAKOTA

GENERAL NOTES:

The delineation of high tension cable guardrail will be reflective sheeting placed back to back on every other post cap or cable spacer. The sheeting will be type XI in conformance with ASTM D4956. The color of the reflective sheeting shall be the same as the nearest pavement marking.

The delineators for steel beam guardrail and sheeting on 3 cable guardrail {low tension) posts will be covered with a minimum of 16 square inches of reflective sheeting. The reflective sheeting will be type XI in conformance with ASTM D4956. Along two-way roadways the sheeting will be on both sides of the delineators and guardrail posts and will be white in color. For one-way roadways the sheeting will only be required on the side facing traffic and the color will be the same as the nearest pavement marking, yellow on the left side of the roadway and white on the right side.

When steel beam guardrail is attached to a bridge the first delineator will be attached to the post nearest the bridge.

At bridges with guardrail less than 200 feet in length, a minimum of 4 delineators will be placed in addition to the end terminal yellow object marker. The spacing between the delineators will be approximately one third of the length of the guardrail.

At bridges with guardrail 200 feet and greater in length, including bridges that have steel beam guardrail transitioning to 3 cable guardrail (low tension), the delineators will be placed at a spacing of approximately 50 feet. Delineation will extend throughout the length of the guardrail system.

Steel beam guardrail that is not attached to a bridge and is less than 200 feet in length, a minimum of 4 delineators will be placed in addition to the end terminal yellow object markers. The spacing between the delineators will be approximately one third of the length of the guardrail.

Steel beam guardrail that is not attached to a bridge and is 200 feet and greater in length, including steel beam guardrail transitioning to 3 cable guardrail {low tension), the delineators will be placed at a spacing of approximately 50 feet. Delineation will extend throughout the length of the guardrail system.

All costs for furnishing and installing single or back to back guardrail delineation on 3 cable guardrail and steel beam guardrail will be included in the contract unit price per each for "Guardrail Delineator".

All costs for furnishing and installing the reflective sheeting on the cable spacers or post caps for the high tension cable guardrail will be incidental to the respective high tension cable guardrail contract item.

An adhesive object marker will be placed on the end of the W beam guardrail or MGS end terminal. The adhesive object marker dimensions may vary due to the shape of the terminal end. A minimum of 256 square inches of object marker reflective sheeting area is required. The reflective sheeting will be fluorescent yellow type XI sheeting in conformance with ASTM D4956. All costs for furnishing and installing the adhesive object marker will be incidental to various contract items.

A type 2 object marker will be placed adjacent to the 3 cable guardrail {low tension) anchor, high tension cable guardrail anchor, and trailing end terminal at the location noted on sheet 1 of this standard plate. The type 2 object marker (6" x 12") will have fluorescent yellow type XI sheeting in conformance with ASTM D4956. All costs for furnishing and installing the type 2 object marker including the steel post, 6" x 12" reflective panel, and hardware will be included in the contract unit price per each for "Type 2 Object Marker" for single-sided and "Type 2 Object Marker Back to Back" for back to back type 2 object markers.

December 23, 2019

s PLATE NUMBER D 632.40 D DELINEATION OF GUARDRAIL

Published Date: 2nd Otr. 2020 0 Sheet 4 of 4 T


42 900PH 0010(147)


I Minimum 4' CRurall

7' Minimum

or 6' (Urban) Above r ;~O• M Dr~,g-La_n_e __ _,1 ~ /See detail sheets

; / bases.

for

Top of lnslope

0 0

WARNING SIGN WITH SUPPLEMENTAL SIGN

43 900PH 0010(147)


Minimum 5' (Rur-ol) or- 7' (Ur-ban> Above

Edge of Dr-iving Lone

------+-12'----:

7' Minimum

See detail sheets for bases.

Top of lnslope

RECTANGULAR OR SQUARE SIGN < 36" IN WIDTH !Dr-owing shown from face of sign)

Post Stiffener-Spacing Spacing

\Y1~-f'h w Sign

Height h

36" 24" 18" 12"

42" 24" 24" 18"

48" 30" 30" 24"

54" 30" 36" 24"

60" 36" 42" 36"

66" 42" 48" 36"

For sign widths nat shown In the alx:Ne table, post spacing shall be rounded to the nearest six 16! Inches based on 3/5 of the Above

Edge of Dr-iving Lone

RECTANGULAR OR SQUARE SIGN > 36" IN WIDTH (Dr-owing shown from face of sign)

.:• •:•

SEC.A A * A plastic washer, as recommended by the

steeling manufacturer, shall be installed between the sign face and the metal washer shown.

·=· ,-, ,_, ,.,

= = = = = i;:1: ::::i = = = = = !;:-1;; ;;I

7' Minimum

This style of br-eol

44 900PH 0010(147)


Minimum 5' CRuroll or 7' (Urban) Above

Edge of Driving Lone

Top of lnslope

Edge of Driving Lane

(Drawing shown from face of sign)

s D D 0 T

7' Minimum


Minimum 5' CRuroll or 7' CUrbonl Above


112' Top of lnslope


(Drawing shown from face of sign)

30" STOP OR 30"-36" YIELD (Typical Sign Details)

7' Minimum


June 10,2013

SPECIAL DETAIL

L06

Sheet I of I

I"

36"

,:-:.

,"t ,,, •" ," ,,, ,,, ·~· '

45 900PH 0010(147)


WI -8 Single Mount Detal WI -8 Double Mount Detal View from Face

H

0

w

H/6

46 900PH 0010(147)


SLIP BASE DESIGN

i STUB POST DESIGN

i Perforated

Sign Past~re Post

Retainer Gasket i ti--, - i ~L__.,

Ground Line

· .. / 1,,...-:

to *

Ground Line

· .. r-J· Diameter ___,,/" · : '. • :

r-3" Diameter ____,/ · · .. • · · Concrete Footing •.• ·.• •.•. --------~

Concrete Footing •.,. ·. ~ ._ ..

ELEVATION ELEVATION

I (j_

Perforated Square Past

I

SEC.A-A

* Dimensions stcHn may vary !:It Manufacturer. The Corrtractar stell use Manufacturer recommended assembly parts and procedures. Sign Installations must meet ar exceed NCHRP 350 or MASH breakaway requirements and be FHWA appr(Ned.

GENERAL NOTES-

~ Perfo,rated

Squar~ Post

I

SEC.a-a

Perforated Square Stiffener Sleeve

47 900PH 0010(147)


CONCRETE MODEL

~ ~

0

Q

Q

0

OPTIONAL WELDED STEEL BOTTOM CAP 4" X 4" X .105" [65 x 65 x 5] PER ASTM A-569 CONCRETE MODELS ONLY .75 ROUND X 7 [20 ROUND X 175] STEEL WELDED CLEAN OUT BAR PER ASTM A-36

48" Bose

0

Q

Q

0 Q

Q

0

s D D 0 T

TUBULAR POST BASE DETAILS (Typical Flush Mount Breakaway Installation}

March I, 2016

SPECIAL DETAIL

L22

Sheet I of I

PROJECT TOTAL STATE OF t------------t SHEET SHEETS

SOUTH 1-----==-===--i

Edge of Sign

of Driving Lane

Edge of Shoulder

48 900PH 0010(147)


Foce of

Face of

Edge of Sign_/ - 0 0 0 0 0 0 0 0 0 0

i:

Curb\ 1.

{Ground Line

~ r----t-__..:==rf=----____:_ _ _.YcVa,!.!r:..!:ia',!!b2_!!1e~S!!s;IO~>D~e __

URBAN LOCATION WITH I POST

Edge of Sign_/~----,-0,.,.-------,cc,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Curb\ g g 0 0 0 0 0 0 0 0 o o !:Ground Line : : ~ ~.

~----t-__..:==rf=---=pi=F-.....!.._!_!Ya,!.!r~ia~b2.!!leus!!S10~,o:§.,e __ ( g g

----~ 0 0 L g g

s D D 0 T

0 0 0 0

2' Min.- g g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

URBAN LOCATION WITH 2 POSTS

lA TERAL OFFSET (Typical Urban Sign Installations)

July 24,2012

SPECIAL DETAIL

L24

Sheet I of I

PROJECT TOTAL STATE OF t-------------1 SHEET SHEETS SOUTH 1-----+-'==--i

DAKOTA

BW RW

-----Flexible Object Marker~

-+---------BW----------i

= Bridge Width = Road Width

(Includes Shoulders)

--------------RW-------------~

RW > BW and No Guardrail Present**

I '""' 2 ObJoo, """'"' ~ .

-+--------BW----------

---------RW----------

RW < or = BW and No Guardrail Present** If BW = or < 40', then # = 3' If BW > 40',then # = 4'

** If Guardrail is present, refer to Standard

Plates 632.40 for installation of Type 2

Object Markers

s D D 0 T

TYPE 2 & 3 OBJECT MARKERS (Typical Installation Details)

July 24,2012

SPECIAL DETAIL

L25

Sheet I of I


49 900PH 0010(147)


........... DELINEA TORS with Type XI reflective sheeting

4"a4" 4"a4" DELINEATOR

4'- o·

EDGE OF DRIVING LANE

1 30 Holes

3/B• Diameter at I Ince Centers

ITYPICALI

2'-8'

SINGLE

BACK-TO-BACK

...,. TUBULAR DELINEATORS with Type XI reflective sheeting

4" TUBULAR 4" TUBULAR

DETAIL POR SINGLE MOUNTING DELINBATORS ON POST

IIIIRTOI oP IIUl"'PC

- AIUr"notive ... thOCIS Of faat..-.ing. sucn GS ..... 81 inCI Rivets witn Col 1cr. may be ODl)l"O'lecl 1>y tne Engh·-·.

CUTAWAY OF POST SHOWING FASTENENER

DETAIL POR MOUNTING ,r.,r DBLINEATORS BACK TO BACI: ON POST

IMIECTOIOF IIWFC

c~---¾---- I-

G ■ Gl!IPltAIG 1.,n-1111111. 1,~•IIMX,

... ,,.___!!......, {, .....

.... -ltih..-YJM . .... IIIETALSUEVE

• ~ ... ,., _, _ _.e11,. •0•11•ot1C11••

.. Alt.-notive 1111thods of fost.-.ing. SUCh oa ,,.-- ,,.. Twin Rivets. ITIJY be oppr-oved by tr. Engi~..-.

March I, 2016

SPECIAL DETAIL

DELINEATORS L30 s D D 0 T

(Typical Placement and Mounting Details) Sheet I of 2

PROJECT TOTAL STATE OF 1----------------1 SHEET SHEETS SOUTH 1-------=a="-"'--1

DAKOTA

SI DE ROAD - ONE-WAY TRAFFIC

8'11Jx, I

L 4•x4• < Wht te > S tnol e

SHOULDER

000 0 0

Mount De I i neotol"'. Typ i co I.

See Erection Detoi Is for

De I i neotors,

TRAFFIC--+

IRAFFIC--+

SHOULDER

00

o l,,4• 0

0

Tubular (White) Del ineotor, min.

-4/l"'odius evenly spaced with o max. space

of 20'. See Er-action Detai Is fOI"' Del ineators.

SI DE ROAD - TWO-WAY TRAFFIC

8' lb(, I 0 0 O

4"x4" CWhitel Back ta Back

Mount Del ineator .. Typical.

See Erection Details for

Del ineatQl"'s •

SHOULDER

0 0

._ TRAFF IC

IRAHIC ___.

SHOULDER

O O 0

g L • 4• Tul>ulac CWhitel Del ineatac, min, 4/rodius evenly spaced with a max. space

of 20'. See Erec-tion Details for Delineators.

• 4n Tubular (White> Del ineatOI"' installed as shown only on intersections with radius or a corrbination radius

greater than 75' and also hos stop/yield control. At 011 other inter-sections with stop/yield contr-01, one

4n tubular- del ineotor shol I be instol led on each stop/yield siQn ossent>ly and 1or-c;ie or-r-ow . March I, 2016

s D D 0 T

DELINEATORS (Typical Placement and Mounting Details)

SPECIAL DETAIL

L30

Sheet 2 of 2


50 900PH 0010(147)


1- ~I

EDGE OF SHOULDER


Wl-7

s D D 0 T

u .;:;,: LLO -

® • * vo~to1>1e distance Dosed on ~oellus cmox. so·,.

u LL 3: LL 0 -

\ \ EDGE OF DRIVING LANE ~ EDGE OF SHOULDER

TYPICAL SIGN LAYOUT FOR THROUGH ROADWAYS WITH IMPROVED SIDEROAD AT ACUTE ANGLE

June 10,2013

SPECIAL DETAIL

L40

Sheet I of I

EDGE OF SHOULDER


Wl-7

u .;:;,: LL 0 -

s D D 0 T

PROJECT TOTAL STATE OF 1-----------t SHEET SHEETS SOUTH i----i-=:=:....i

DAKOTA

® •


2' C

r-...-----------. \ \ EDGE OF DRIVING LANE

u .;: 3: LL 0 -

~ EDGE OF SHOULDER

TYPICAL SIGN LAYOUT FOR THROUGH ROADWAYS WITH

IMPROVED SIDEROAD

July 24,2012

SPECIAL DETAIL

L4I

Sheet I of I


51 900PH 0010(147)


© 1- ~I ® IOPTIOIIALI •v Wl-7 * vo~to1>1e distance Dosed on ~oellus cmox. so·,.

I ✓

*J IE- 20'1 t, /,oc, "' '"'"~ ,_ 12'

l I

fl,,_

~ rn~ "' °''"~ "" EDGE OF SHOULDER u .;: 3" LLO --0:...J

~ C,: LL t-, u

LL 3" LL 0 < ...J a: LL t-

EDGE OF SHOULDER --=:1/ ,/' EDGE OF DRIVING LANE

I V

June 10,2013

s SPECIAL DETAIL D TYPICAL SIGN LAYOUT FOR L42 D ROADWAYS WITH UNIMPROVED SIDEROAD 0 T Sheet I of I

t: ONE WAY l R6-I C54)d8)

= ~~ .. "' ,If © **

52 900PH 0010(147)


0

r-12·

Jl 60'

EDGE OF SHOULDER

= RS-I 136x361

u u E~ E~

53 900PH 0010(147)


SIG

N

DE

TAIL

S

IGN

N

UM

BE

R

R12

-5a

1:20

W

IDTH

x

HG

HT.

2

'-6"

X 3

'-0

"

BO

RD

ER

W

IDTH

0.

63"

I 2

'-6

" I

CO

RN

ER

R

AD

IUS

1.

13"

--

.., M

OU

NTI

NG

G

roun

d ,r

i B

AC

KG

RO

UN

D

TYPE

: H

igh

Inte

nsity

WE

IGH

T ~

CO

LOR

: W

hite

"'!

~

°' LE

GE

ND

BO

RD

ER

TY

PE:

No

n-r

efle

ctiv

e

'6

LIM

IT-T

ONS

~

CO

LOR

: B

lacw

Bla

ck

I ~

., :.,

~G

LE

UNIT

18

~

SY

MB

OL

RO

T X

y

WID

H

T ~

:.,

""10

t:lt:I

CII

:.,

COMB

INATIO

NS 2

8

~

N

;_

_ __

.:t

BO

RD

ER

1.~

/:;•

26

.9"

,.15~

• R

=1

.13

"

C')

T

H=

D.6

3"

s IN

=0.

38"

Pa

ne

l S

tyle

: re

gu

loto

ry.s

si

t::,

M

.U. T

.C.D

.: 2

00

9

Edi

tion

~

Pan

el S

tyle

: re

gula

tory

.ssi

Dim

ensi

ons

are

in

inch

es.te

nths

Le

tter

loca

tions

are

pa

nel e

dge

to

low

er le

ft co

rner

=o ~ c

S ~ es

=o

LETT

ER

P

OS

ITIO

NS

(X

) LE

NG

TH

SE

RIE

S-S

IZE

c!,

., C

') ~

QI

..,,

:t:i.

w

E

I G

H

T

E

20

00

!a

;:i5

:B

4.

7 9.

6 13

.4

15.1

19

.2

23.1

21

.4

4 C

')

!:!:!

C"'

)

::ii!:

~C

"')

L I

M

I T

-

T

0 N

s

D 2

00

0

5;;: -.

c::,

2.

4 5

.3

6.7

10.6

11

.8

14.4

16

18

.9

22

.5

25

.7

26.1

4

r-::

ii!:

a

i: :i

i s

I N

G

L

E

u N

I

T

C 2

00

0

c::

-c:

:, -.

-. -

1.6

3.5

4.

2 6.

1 8.

1 9.

8 11

.3

14.3

16

.3

18.3

18

.9

18.9

3

t::I

..,, 1

8 E

20

00

:5

: C

"')

~

23

.2

25.2

5.

2 4

C

0 M

B

I

N

A

T

I 0

N

s B

20

00

1.6

3.2

5.1

7.1

8.7

9

.7

11.3

13

14

.5

15.4

17

.2

18.9

18

.6

3

2 8

E 2

00

0

(/l

~ 21

.4

25.2

7

4 :::r

CD

rr,

t CD

r---

Q

-+

"""~ ~

- 0

l,,i ~

p;

-h

""i

-~

~

Ill

C1

11

-<

>o►

as~

►:i:

:o .., ,, "' 0

54 900PH 0010(147)


Object Marker and Delineation Detail STATE OF t----;..;.;PR=OJ=EC:..:..T __ ---1 SHEET TOTAL

SOUTH 1---1-'S~Hil:l:EE:.!.>TS!....I DAKOTA

II III

50' (Typical)

II II_l

II II

4"x4" White Delineator

II

/ Back to Back

Type 2 or 3 Object Markers

---t

Roadway Edge Straight Line Taper at 50' Spacing

II II------'-•

II II

II II

II II

Structure Typical Installation

Object Marker & Delineation

Delineators at 200' c-c unless otherwise --

55 900PH 0010(147)


y

FONT

25.50 X W E C

21.00 D

16.50

C

10.75 D

6.25 D

1.75 D

y

FONT

1.93

X 5.62

X 4.65

X 5.26

X 9.69

X 8.52

2.48 1.87

6 X 1.87 2.06 p E

2.10 1.87

T R 2.12 2.34

4 0 2.67 1.95

M p 2.81 2.28

0.94

T 2.06

R 1.54

u 2.48

X 9.69

H 1.87

1s.oo X N o X D 12.06 3.44 2.44 12.06

;-:,:.=1_ .lZa:

IEIGHT LIMIT ~ 6 TONS ru-

1.75"

30)- PER AXLE :::: TRUCKS

40 1.75" MPH 2.15•

:--11111111111111111111_.-, 1Ts'x 0

·0

526" 1 13.48" 15.26" 1

SDAr,.1r,c, AD

56 900PH 0010(147)


~ 30.0" -----:--1 ~.141 21.72" ~.14'1 r--5.00" No Dumpi1, 400•

24.0" 6.00"

l __ An_._11_ ::::x 0

•0 I 8.82" I 12.37" I 8.82" I

n"•"~IS:lnNS: IN INf'l-l

57 900PH 0010(147)


PROJECT TOTAL STATE OF t---------------1 SHEET SHEETS

SOUTH 1-----==-===--i

SPECIAL SIGN DETAILS DAKOTA

SIGN NUMBER SPECIAL SIGN NUMBER SPECIAL y WIDTH x HEIGHT 2'-0" X 3'-0" WIDTH x HEIGHT 2'-6" X 1'-6"

~ 240" ~ 14.73" 14.63" BORDER WIDTH 0.500" BORDER WIDTH 0.375" I 0.625"

- CORNER RADIUS 1.500" y CORNER RADIUS 1.500"

r 4.00" MOUNTING GROUND ~ 300·- ~ MOUNTING GROUND Visitor - v 20.50" I ~ 4.00" BACKGROUND TYPE: HIGH INTENSITY BACKGROUND TYPE: HIGH INTENSITY - COLOR: WHITE T - COLOR: WHITE 4.00" 3.33" Bus - LEGEND/BORDER TYPE: HIGH INTENSITY No Glass - LEGEND/BORDER TYPE: VINYL 4.00" 4.00" - COLOR: RED - COLOR: BLACK 36.0"" 4.00" 18.0" 3.34"

l Parking -

I I WID I l In Park -

I SYMBOL

I I I WID I

I

4.00" SYMBOL X y HT 4.00" X y HT - Left Arrow I 12.00 I 6.oo 6.oo I 4.00 -4.00" 3.33" - x Dimensioned to center of Symbol + - Dimensioned to center of Symbol 0,0 1 4.00" ~ I 17.52" I ~ I -

58 900PH 0010(147)


PROJECT TOTAL STATE OF 1-------------t SHEET SHEETS

SOUTH 1-------=a="-"'--1


y SIGN NUMBER D1-1a SIGN NUMBER D1-1a

~ -001 54.0"

I WIDTH x HEIGHT 4'-6" X 2'-6" WIDTH x HEIGHT 4'-6" X 2'-6"

I 14.76" BORDER WIDTH 0.750" y

BORDER WIDTH 0.750" 35.24"

I ~oo·I 54.0"

T - CORNER RADIUS 1.875" I CORNER RADIUS 1.875" 14.76" 35.24" 6.00" MOUNTING GROUND MOUNTING GROUND

Plainview - BACKGROUND TYPE: HIGH INTENSITY T - BACKGROUND TYPE: HIGH INTENSITY

6.00" COLOR: GREEN 6.00"

COLOR: GREEN - Plainview -LEGEND/BORDER TYPE: HIGH INTENSITY LEGEND/BORDER TYPE: HIGH INTENSITY 30.0" 6.00" 6.00"

1 - COLOR: WHITE - COLOR: WHITE Colony 1 + 6.00" I I I WID I 30.0" 6.00" I I I WID I SYMBOL X y HT 1

- SYMBOL X y HT -I 45.50 I 9.oo I 9.oo I + Colony 1 I 8.50 I 9.oo I 9.oo I Right Arrow 6.00 6.00" Left Arrow 6.00 6.00" - Dimensioned to center of Symbol - Dimensioned to center of Symbol

0,0 ~ i I 6.59" I 9.00" ~oo·I 6.00" .00 30.41" - x o.o ~ i

9.00" 1 6.59" 1 ~oo·I .00 30.41"

n,.,.,~Is:In~,s: IN I11.Jf'l-l

59 900PH 0010(147)


PROJECT TOTAL STATE OF t---------------1 SHEET SHEETS SOUTH 1-----==-===--i


y SIGN NUMBER SPECIAL SIGN NUMBER SPECIAL

~ 30.0" ~ 1 5.88" I 12.os·

I -4.00"

No -4.00" -4.00"

Jumping -4.00" -3s.o· 4.00"

1 Off -4.00" -4.00"

Bridge -4.00" -4.00" - x

WIDTH x HEIGHT 2'-6" X 3'-0" WIDTH x HEIGHT 2'-0" X 1'-6" BORDER WIDTH 0.750" y BORDER WIDTH 0.500" CORNER RADIUS 1.875" lil 24.0"" lil CORNER RADIUS 1.500" MOUNTING GROUND 15.12" I ~ MOUNTING GROUND BACKGROUND TYPE: HIGH INTENSITY

T - BACKGROUND TYPE: HIGH INTENSITY 3_33•

COLOR: WHITE NON-SAT - COLOR: WHITE 4.00" LEGEND/BORDER TYPE: VINYL - LEGEND/BORDER TYPE: VINYL COLOR: BLACK

18.0" 3.34" COLOR: BLACK

l 12PN-6PN -4.00"

I SYMBOL I I

I WID I I

-I SYMBOL

I I I WID I

I

X y HT 3.33"" X y HT - x

Dimensioned to center of Symbol o.o I~ I 16.84" I~ I Dimensioned to center of Symbol

0,0 1444•1 I 15.05" I 14_43••1

n,.,.,~1

60 900PH 0010(147)


PROJECT TOTAL STATE OF t------------t SHEET SHEETS SOUTH 1-----==-===--i


DIMENSIONS IN INCHES y

FONT

i I 1,_ ___ 36.o" ----i1

}1.2·0 .. I + Clinic ] ::::.: 4.00" - x

0•0

1 642" I 600· I~ I 1317" I 6•2· I

SPACINGS ARE TO START OF NEXT LETTER

LETTER SPACINGS 4.oo IXI C I I I i I n I i I c IXI I I I I I I

D 116.42 1 3.52 I 1.44 I 1.44 I 3.12 I 1.28 I 2.36 I 6.42 I I I I I I I

y

FONT

i 1----- 48.0" -----:

I I + Ell.,,.., RN■ I :, 0

•0 I ~ I 600" I ~ I 28.70" I ~ I

SDAr-,.,r.,c, AD

61 900PH 0010(147)


y

FONT

6.00 D

y - ----- 48.0" ------I

n-♦-M-i-na_2_J :, 0

•0

14.48"1 9.oo· 1 6.00" I 24.05"

LETTER SPACINGS M n a

6.00 2.16 4.38 3.42

SPECIAL SIGN DETAILS

SIGN NUMBER D1-1a WIDTH x HEIGHT 4'-0" X 1 '-6" BORDER WIDTH 0.500" CORNER RADIUS 1.500" MOUNTING GROUND BACKGROUND TYPE: HIGH INTENSITY

COLOR: GREEN LEGEND/BORDER TYPE: HIGH INTENSITY

COLOR: WHITE

: LeftArrow I SYMBOL

8~8 I 9~0 I:~ I ~~o I Dimensioned to center of Symbol

HT LEN

6.00 24.05

y

FONT

6.00 D

y

- ----- 48.0" ------i

II-M-i-na_2 _+_J::, o,o l I

4_4a• 24.05" I 6.00" I 9.00" 1447"1

LETTER SPACINGS M n a

6.00 2.16 4.38 3.42

PROJECT TOTAL STATE OF t---------------1 SHEET SHEETS SOUTH 1-----==-===--i

DAKOTA

SIGN NUMBER D1-1a WIDTH x HEIGHT 4'-0" X 1'-6" BORDER WIDTH 0.500" CORNER RADIUS 1.500" MOUNTING GROUND BACKGROUND TYPE: HIGH INTENSITY

COLOR: GREEN LEGEND/BORDER TYPE: HIGH INTENSITY

COLOR: WHITE

SYMBOL X Y WID HT Ri htArrow 39.03 9.00 9.00 6.00

Dimensioned to center of Symbol

_ : 13863 (.!) • w: APRIL A.

HT LEN

6.00 24.05

~ :,;~BULLER ~ ·. i ~J:~ ~ ,__, .. ~~~ •• • z ..... ~

~/1. '!,.,~ ,,,,,,,,, 111,,,,,,~


System Material DimensionPost

Length# of Posts Total

Length

5/18/2020 Page 1 of 1New Post Summary By System

Project: 0010(147) Edmunds05HCPCN:

SQ TUBE 231.0County 2" 12 Gauage 7 33

SQ TUBE 3,240.0County 2" 12 Gauage 10 324



Total 2" 12 Gauage SQ TUBE (ft) 12,430.0

HZ01PostMaterialSummaryBySystem.rptYou created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

System Material DimensionPost

Length# of Posts Total

Length

4/17/2019 Page 1 of 1New Post Summary By System

Project: 0010(147) Edmunds05HCPCN:

SQ TUBE 4,540.0City/Town 2" 12 Gauage 10 454

SQ TUBE 1,727.0City/Town 2" 12 Gauage 11 157

SQ TUBE 876.0City/Town 2" 12 Gauage 12 73

Total 2" 12 Gauage SQ TUBE (ft) 7,143.0

HZ01PostMaterialSummaryBySystem.rptYou created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

62 900PH 0010(147)


STATE OF PROJECT SHEET TOTAL SOUTH SHEETS


Project:

Number

5/16/2020

Legend

Page 1 of 4

Width Height

Limited To In the County SystemNew Sign Summary By Sign Number

PCN: 05HC Edmunds0010(147)

D1-1a 1CountyDestination & Distance (1 line) (Mina Name 2 Mile Left (South) Arrow)1848D1-1a 1CountyDestination & Distance (1 line) (Mina Name 2 Mile Right (South) Arrow)1848D1-1a 1CountyDestination & Distance (1 line) (Plainview Col Name 1 Mile Left (East) Arrow)3054D1-1a 1CountyDestination & Distance (1 line) (Plainview Col Name 1 Mile Right (East) Arrow)3054

4TotalD2-1 1CountyDistance (1 line) (Tolstoy Name 17 Miles)1848

1TotalD3-1 4CountyStreet Name (SD 45 Name)1230D3-1 14CountyStreet Name (US 12 Name)1230D3-1 2CountyStreet Name (Illinois Ave Name)936D3-1 2CountyStreet Name (Michigan Ave Name)936D3-1 6CountyStreet Name (S Mitchell St Name)936D3-1 2CountyStreet Name (W Lake Dr Name)936D3-1 2CountyStreet Name (W Perry Ln Name)936D3-1 2CountyStreet Name (Wisconsin Ave Name)936D3-1 22CountyStreet Name (124 St Name)1236D3-1 32CountyStreet Name (125 St Name)1236D3-1 4CountyStreet Name (126 St Name)1236D3-1 4CountyStreet Name (127 St Name)1236D3-1 4CountyStreet Name (128 St Name)1236D3-1 4CountyStreet Name (129 St Name

apps.sd.govapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/05hc...1 900 ph 0010(147) plans by:...

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