Connecting South Dakota and the Nation FAX: 605/773-2614

Department of Transportation Office of Project Development 700 E Broadway Avenue Pierre, South Dakota 57501-2586 605/773-3268 FAX: 605/773-2614

January 27, 2021 ADDENDUM NO. 1

RE: Item #1, February 3, 2021 Letting - NH 0050(117)406, PCN 04YU, Clay County - Grading, Cold Milling Asphalt Concrete, Asphalt Concrete Surfacing, Lighting & Structure Repair

TO WHOM IT MAY CONCERN: The following addenda to the plans shall be inserted and made a part of your proposal for the referenced project. SPECIAL PROVISIONS: Please remove the Index of Special Provisions and replace with attached

Index of Special Provisions revised 1/27/21.

Please remove the “List of Utilities” and replace with the “List of Utilities”, dated 1/27/21.

SDEBS BID PROPOSAL: The electronic bid proposal for this contract has been revised to include the changes associated with this addendum. Bidders must log in to the SDEBS to retrieve and incorporate these changes into their bid.

Bid Items were added: Bid Item 634E0600 “4” Temporary Pavement Marking Tape Type 1” Bid Item 635E8130 “3” Rigid Conduit, Schedule 40” Bid Item 635E9010 “1/C #0 AWG Copper Wire” Quantities for Bid Items were changed: Bid Item 635E5020 “2’ Diameter Footing” changed from 459.0 to 507.0 Ft Bid Item 635E5301 “Type 1 Electrical Junction Box” changed from 34 to 31 Each Bid Item 635E5400 “Electrical Service Cabinet” changed from 8 to 4 Each Bid Item 635E8120 “2” Rigid Conduit, Schedule 40” changed from 14,400 to 13,425 Ft Bid Item 635E8220 “2” Rigid Conduit, Schedule 80” changed from 2,740 to 3,155 Ft Bid Item 635E9013 “1/C #3 AWG Copper Wire” changed from 20,490 to 10,635 Ft Bid Item 635E9016 “1/C #6 AWG Copper Wire” changed from 38,000 to 39,250 Ft Bid Item 635E9710 “2/C #10 AWG Copper Pole and Bracket Cable” changed

from 3,705 to 3,900 Ft Bid Items were removed: Bid Item 633E0010 “Cold Applied Plastic Pavement Marking, 4””

PLANS: Please destroy sheets A1, A2, C2, and L1 through L37 and replace with the enclosed sheets,

dated 1/22/21, 1/26/21 and 1/27/21.

Sheet A1: Section C – Traffic Control Bid Items were added:

Bid Item 634E0600 “4” Temporary Pavement Marking Tape Type 1”

Bid Items were removed: Bid Item 633E0010 “Cold Applied Plastic Pavement Marking, 4””

Connecting South Dakota and the Nation

Sheet A2: Section L – Signal and Lighting

Bid Items were added: Bid Item 635E8130 “3” Rigid Conduit, Schedule 40” Bid Item 635E9010 “1/C #0 AWG Copper Wire”

Quantities for Bid Items were changed: Bid Item 635E5020 “2’ Diameter Footing” changed from 459.0 to 507.0 Ft Bid Item 635E5301 “Type 1 Electrical Junction Box” changed from 34 to 31 Each Bid Item 635E5400 “Electrical Service Cabinet” changed from 8 to 4 Each Bid Item 635E8120 “2” Rigid Conduit, Schedule 40” changed from 14,400 to 13,425

Ft Bid Item 635E8220 “2” Rigid Conduit, Schedule 80” changed from 2,740 to 3,155 Ft Bid Item 635E9013 “1/C #3 AWG Copper Wire” changed from 20,490 to 10,635 Ft Bid Item 635E9016 “1/C #6 AWG Copper Wire” changed from 38,000 to 39,250 Ft Bid Item 635E9710 “2/C #10 AWG Copper Pole and Bracket Cable” changed

from 3,705 to 3,900 Ft

Sheet C2: Section C Estimate of Quantities

Bid Items were added: Bid Item 634E0600 “4” Temporary Pavement Marking Tape Type 1”

Bid Items were removed: Bid Item 633E0010 “Cold Applied Plastic Pavement Marking, 4””

Sheets L1 through L37: Section L was replaced in its entirety due to the need to switch the

luminaires to one power source. In addition, the TABLE OF FOOTING DATA was revised and LUMINAIRE POLES note was added.

Sincerely, Sam Weisgram Engineering Supervisor SW/cj CC: Travis Dressen, Mitchell Region Engineer Rod Gall, Yankton Area Engineer

REV 1/27/21

INDEX OF SPECIAL PROVISIONS PROJECT NUMBER(S): NH 0050(117)406 PCN: 04YU TYPE OF WORK: GRADING, COLD MILLING ASPHALT CONCRETE, ASPHALT

CONCRETE SURFACING, LIGHTING & STR REPAIR COUNTY: CLAY The following clauses have been prepared subsequent to the Standard Specifications for Roads and Bridges and refer only to the above described improvement, for which the following Proposal is made. The Contractor’s attention is directed to the need for securing from the Department of Environment & Natural Resources, Foss Building, Pierre, South Dakota, permission to remove water from public sources (lakes, rivers, streams, etc.). The Contractor should make his request as early as possible after receiving his contract, and insofar as possible at least 30 days prior to the date that the water is to be used. Jaci Benjamin is the official in charge of the Vermillion Career Center for Clay County. THE FOLLOWING ITEMS ARE INCLUDED IN THIS PROPOSAL FORM: Special Provision for Contract Time, dated 1/6/21. Special Provision for Subletting of Contract, dated 1/6/21. Special Provision for Prosecution and Progress, dated 9/6/19. Special Provision Regarding Combination Bids, dated 12/23/20. Special Provision for On-The-Job Training Program, dated 3/10/16. Special Provision Regarding Section 404 of the Clean Water Act, dated 5/29/19. Fact Sheet #3. Special Provision for Micro-Milling Asphalt Concrete, dated 7/22/16. Special Provision for Flexible Pavement Smoothness, dated 10/1/18. Special Provision for Contractor Staking with Machine Control Grading Option,

dated 1/6/21. List of Utilities, dated 1/27/21.

Special Provision for Portland Cement, dated 12/3/20Special Provision for Prequalification of Bidders, dated 10/16/20. Special Provision for Restriction of Boycott of Israel, dated 1/31/20. Special Provision for South Dakota Electronic Bid System, dated 7/23/18. Special Provision for Contractor Administered Preconstruction Meeting, dated 12/18/19. Fuel Adjustment Affidavit, DOT form 208 dated 7/15. Standard Title VI Assurance, dated 3/1/16. Special Provision For Disadvantaged Business Enterprise, dated 8/14/18. Special Provision For EEO Affirmative Action Requirements on Federal and Federal-aid

Construction Contracts, dated 9/1/97. Special Provision For Required Contract Provisions Federal-aid Construction Contracts, Form

FHWA 1273 (Rev. May/1/12), dated 10/21/19. Required Contract Provisions Federal-aid Construction Contracts, Form

FHWA 1273 (Rev. 5/1/12). Special Provision for Cargo Preference Act, dated 1/20/16. Special Provision Regarding Minimum Wage on Federal-Aid Projects, dated 10/24/19. Wage and Hour Division US Department of Labor Washington DC. - US Dept. of Labor Decision

Number SD180001, dated 4/6/18. Special Provision for Supplemental Specifications to 2015 Standard Specifications for

Roads and Bridges, dated 11/20/19. Special Provision for Errata to 2015 Standard Specifications for

Roads and Bridges, dated 11/20/19. Special Provision for Price Schedule for Miscellaneous Items, dated 10/7/20. Special Provision Regarding Storm Water Discharge, dated 5/8/18. General Permit for Storm Water Discharges Associated with Construction

Activities, dated 4/1/18 http://denr.sd.gov/des/sw/IPermits/ConstructionGeneralPermit2018.pdf

http://denr.sd.gov/des/sw/IPermits/ConstructionGeneralPermit2018.pdf

THE FOLLOWING UTILITY COMPANIES ARE INVOLVED ON

PROJECT NH 0050(117)407, Clay County, PCN 04YU

The contractor shall contact the following utilities in a sufficient amount of time prior to starting work. The

companies will identify their facilities and it is the responsibility of the contractor and the company to coordinate their work to avoid damage to existing facilities and to allow for relocation of facilities as may be

required for grading work:

The following utilities were determined to be involved and were formally notified on May 30, 2019, that if their facility is located within the existing public right-of-way, any adjustment of their facility would have to

be accomplished at no cost to the State, within 90 days from receipt of the notice, unless other

arrangements are made with the Area Engineer.

(1) City of Vermillion

25 Center St

Vermillion SD 57069CONTACT: SHANE GRIESE, TELE. #605-677-7050 UTILITY MANAGER

MONTY MUNKVOLDT, TELE. #605-677-7073 ELECTRICAL SUPERINTENDENT The City has 115 KVA Overhead (OH) Electric Distribution line crossings at approximately STA: 37+50

and 78+00. These lines also run parallel throughout the project. The City also has a Water Distribution System running parallel to and crossing the project in many locations as noted on plans. After City’s

review of plans it has been determined there are no conflicts. As the Company’s facilities are in

existing public Right-of-Way, any relocation/adjustment necessary to accommodate the highway construction will be accomplished at no cost to the State and performed in coordination with the

highway construction. The City will also be constructing a new storm sewer along with this project. Please refer to the plans and special provisions for PCN X05N for notes regarding utilities involved on

that project.

(2) Clay Rural Water Systems Inc30376 SD HWY 19

Wakonda SD 57073

CONTACT: GREG MERRIGAN, TELE. #605-267-2088The Company has a 3” Water Line running in the North ROW at approximately STA: 42+00 to 65+00

and a 6” Line in the North ROW from approximately STA: 65+10 to 91+00. The Company also has a2” Water Line in Private easement at approximately STA: 105+00 to 120+00 as shown in plans. After

the Company’s review of plans it has been determined there will be no impacts or adjustmentsnecessary.

(3) Lewis & Clark RWS

46986 Monty StTea SD 57064

CONTACT: CLINT KOEHN, TELE. #605-648-8700

The Company has test station posts on both sides of the Hwy 50 bypass which are 4x4s that havewires buried below at a depth of 36” running to the end of the pipe encasement to a depth of 6’. After

review of plans the company determined their facilities will not require any adjustment. As theCompany’s facilities are in existing public Right-of-Way, any relocation/adjustment necessary to

accommodate the highway construction will be accomplished at no cost to the State and performed incoordination with the highway construction.

REVISED 1/27/21

(4) Clay – Union Electric Corp PO Box 317

Vermillion SD 57069-0317

CONTACT: MIKE KRUSE, TELE. #605-624-2673 The Company has buried electric cable outside the limits of the project that do have crossings at

Norbeck and Princeton avenues. The cable is thought to be 48” or deeper from the bottom of ditch line and the Company see’s no impacts to its facilities. Being as the crossings are in existing public

Right-of-Way, any relocation/adjustment necessary to accommodate the highway construction will be accomplished at no cost to the State and performed in coordination with the highway construction.

(5) Northern Natural Gas

1111 South 103rd St Omaha NE 68124-1000

CONTACT: ROBERT DAVIES, TELE. #402-398-7200

The Company has four different crossings as shown in plans which are at a depth where they will not require any adjustment. Being as the crossings are in existing public Right-of-Way, any

relocation/adjustment necessary to accommodate the highway construction will be accomplished at no cost to the State and performed in coordination with the highway construction.

(6) Vast Broadband

5100 S Broadband Rd Sioux Falls SD 57108

CONTACT: JAY MORRISON, TELE. #605-306-5099 The Company has a fiber cable in the south ROW for the length of the project and one crossing at

approximately STA: 145+00. Minor adjustments may be necessary if grade cuts get too deep in the

south ROW. Please have contractor contact us at the time of construction to coordinate. As all work is contained within the existing public Right-of-Way any relocation/adjustment necessary to

accommodate the highway construction will be accomplished at no cost to the State and performed in coordination with the highway construction.

(7) Midcontinent Communications

410 S Phillips Sioux Falls SD 57104

CONTACT: AL MULLINIX, TELE. #605-274-8546 The Company has a fiber cable on the south side of Hwy 50 from the start of the project to Hwy 19. At

Hwy 19 there is a crossing as shown in plans. The fiber continues to the east in the south ROW from

Hwy 19 to Dakota street where there are two (2) crossings on the east side of Dakota. From Dakota street the Company continues east on the north side of Hwy 50 to Crawford Rd. There is also a

crossing at Norbeck St. on the east side. Please have the contractor call at the time of construction to coordinate. As all work is contained within the existing public Right-of-Way any relocation/adjustment

necessary to accommodate the highway construction will be accomplished at no cost to the State and

performed in coordination with the highway construction.

(8) SDN Communications

2900 W 10th St Sioux Falls SD 57104-2543

CONTACT: JOHN MINGO, TELE. #605-978-7119

The Company has fiber cable that crosses at approximately STA: 91+50 and 145+00. The fiber cable is in a 1.25” HDPE duct, other than crossings all facilities are outside the scope of work. As the

Company’s facilities are in existing public Right-of-Way, any relocation/adjustment necessary to accommodate the highway construction will be accomplished at no cost to the State and performed in

coordination with the highway construction.

(9) CenturyLink

125 S Dakota Ave Sioux Falls SD 57104-0002

CONTACT: TREVOR JANSSEN, TELE. #605-977-2835 The Company has facilities located throughout the scope of the project that may require minor

adjustments at the time of construction due to the grade changes. Please have contractor contact to discuss prior to grading. As the Company’s facilities are in existing public Right-of-Way, any

relocation/adjustment necessary to accommodate the highway construction will be accomplished at no

cost to the State and performed in coordination with the highway construction.

The requirements relating to Cooperation Between Contractors, as set forth in Section 5.7 of the Standards

Specifications for Roads and Bridges, 2015 edition, shall prevail throughout the limits of this project.

A1 A4

TOTALSHEETS

PROJECT SHEETSTATE OF SOUTH

DAKOTAESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS NH 0050(117)406

Revised: 01/27/21 BTR01/27/2021Plotting Date:

Section B - Grading (Continued)Section B - Grading INDEX OF SHEETS

A1 and A2 Estimate of Quantities for Sections B, C, D, E, F, L, M, and SEnvironmental Commitments

BID ITEM NUMBER

BID ITEM NUMBER

ITEM QUANTITY UNITo ITEM QUANTITY UNITOCM

A3 to A4Lump Sum LS009E0010 Mobilization 900E0010 Refurbish Single Mailbox 2 Each

009E3230 Grade Staking 5.862 Mile 900E0012 Refurbish Double Mailbox Each1_0

Section E - Structure Structure No. 14-100-200

co Miscellaneous Staking009E3250 2.931 MileOCL

Section C - Traffic Control009E3280 Slope Staking 2.931 Mile

Engineer Directed Surveying/Staking009E3301 40.0 HourBID ITEM NUMBER

BID ITEM NUMBER

009E4200 Construction Schedule, Category II Lump Sum LS QUANTITYITEM UNITQUANTITYITEM UNIT100E0100 Clearing Lump Sum LS

410E2600 Membrane Sealant Expansion Joint 147.8 Ft110E0400 Remove Drop Inlet 87 Each 634E0010 Flagging 100.0 Hour

110E1050 Remove Asphalt Concrete Approach Pavement 1,560.0 SqYd 634E0020 Pilot Car 10.0 HourSection F - SurfacingRemove Concrete Pavement SqYd110E1100 27,192.9 Traffic Control Signs SqFt634E0110 1,577.2

110E1130 Remove Concrete Driveway Pavement 395.0 SqYd 634E0120 Traffic Control, Miscellaneous Lump Sum LSBID ITEM NUMBER

Unclassified Excavation CuYd120E0010 94,490 ITEM QUANTITY UNIT634E0275 Type 3 Barricade 25 Each120E1000 Muck Excavation 1,818 CuYd Temporary Raised Pavement Markers Ft634E0330 4,000

009E3320 Checker Lump Sum LSCuYd120E2000 Undercutting 53,639 634E0420 Type C Advance Warning Arrow Board 2 EachRemove Beam Guardrail110E0730 575.0 Ft120E6100 Water for Embankment 840.9 MGal 634E0600 4" Temporary Pavement Marking Tape Type I 1,008 Ft

110E0800 Remove W Beam Guardrail End Terminal 8 EachIncidental Work, Grading Lump Sum LS250E0020 634E0630 Temporary Pavement Marking 30.0 Mile110E1010 Remove Asphalt Concrete Pavement 216.1 SqYd270E0022 Salvage Asphalt Mix Material 2,247.2 Ton Detour and Restriction Signing SqFt634E1002 761.5120E0100 Unclassified Excavation, Digouts 142 CuYd18" RCP Class 2, Furnish450E0122 350 Ft 634E1020 Temporary Business Signing 96.0 SqFt

c120E6200 Water for Granular Material 460.5 MGal cn450E0130 18" RCP, Install 350 Ft TD<

C

260E1010 Base Course 14,354.6 Ton24" RCP Class 2, Furnish450E0142 190 Ft OSection D - Erosion and Sediment Control o0cn260E1030 Base Course, Salvaged 6,503.0 Ton450E0150 24" RCP, Install 190 Ft 0)oZBase Course, Salvaged, State Furnished24" RCP Sloped End, Furnish 260E1080 17,500.0 Ton450E2200 4 Each BID ITEM

NUMBERITEM QUANTITY UNIT

■ff-450E2201 24" RCP Sloped End, Install 4 Each 260E6000 Granular Material, Furnish 3,251.5 Ton o>-o18" RCP Safety End, Furnish450E2304 12 Each 270E0220 Blend and Stockpile Granular Material 6,503.0 Ton110E1690 Remove Sediment 1.4 CuYd CL

450E2307 18" RCP Safety End, Install 12 Each 320E0005 PG 58-34 Asphalt Binder 1,792.9 TonRemove Silt Fence110E1700 1,125 Ft24" RCP Safety End, Furnish450E2308 1 Each 320E1204 Class Q4R Hot Mixed Asphalt Concrete 36,227.7 Ton 0230E0010 Placing Topsoil 7,524 CuYd

450E2311 24" RCP Safety End, Install 1 Each 320E1800 Asphalt Concrete Blade Laid 1,383.3 TonType G Permanent Seed Mixture730E0212 365 Lb450E4759 18" CMP 16 Gauge, Furnish 248 Ft 320E4000 Hydrated Lime 368.1 Ton731E0200 Fertilizing 11.00 Ton450E4760 18" CMP, Install 248 Ft 320E5020 Saw Joint in Asphalt Concrete 32,266 Ft732E0100 Mulching 33.0 Ton450E4769 24" CMP 16 Gauge, Furnish 170 Ft MC-70 Asphalt for Prime330E0010 62.3 Ton734E0154 12" Diameter Erosion Control Wattle 580 Ft

24" CMP, Install450E4770 170 Ft 330E0100 SS-1h or CSS-1 h Asphalt for Tack 129.5 TonRemove and Reset Erosion Control Wattle734E0165 145 Ft450E5310 24" CMP Sloped End, Furnish 2 Each 330E0210 SS-1 h or CSS-1 h Asphalt for Flush Seal Ton44.3734E0602 Low Flow Silt Fence 3,785 Ft450E5311 24" CMP Sloped End, Install 2 Each 330E2000 Sand for Flush Seal 616.5 TonHigh Flow Silt Fence734E0604 716 Ft

18" CMP Safety End, Furnish450E5406 8 Each 332E0010 Cold Milling Asphalt Concrete 60,110 SqYd734E0610 Mucking Silt Fence 312 CuYd450E5407 18" CMP Safety End, Install 8 Each 332E4000 Micro-Milling Asphalt Concrete 97,826 SqYd734E0620 Repair Silt Fence 1,125 Ft450E7624 24" Steel Pipe, Furnish 56 Ft 380E1030 8" Miscellaneous PCC Pavement 1,847.4 SqYdLD

900E1320 Construction Entrance 2 EachCxi 450E8012 24" Concrete/Steel Pipe Transition, Furnish 2 Each Insert Steel Bar in PCC Pavement380E6110 409 EachCOa. 450E8015 24" Pipe Transition, Install 2 Each 630E0500 Type 1 MGS 500.0 Ft

451E5124 Bore and Jack 24" Pipe 56 Ft Type 1 Retrofit Guardrail Transition630E1501 6 Each462E0250 Cellular Grout 98.6 CuYd 630E1510 Type 3 Guardrail Transition 2 EachEO600E0300 Type III Field Laboratory 1 Each 630E2019 MGS Tangent End Terminal Each8T3

id Type B68 Concrete Curb and Gutter650E0080 295 FtO 632E2220 Guardrail Delineator 34 EachQ_

A2 A4

TOTALSHEETS

PROJECT SHEETSTATE OF SOUTH

DAKOTAESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS NH 0050(117)406

Revised: 01/27/21 BTR01/27/2021Plotting Date:

Section L - Signal and Lighting Section S - Permanent SigningooCM

BID ITEM NUMBER

BID ITEM NUMBER

ITEM QUANTITY UNITITEM QUANTITY UNIT

0

110E0130 Remove Traffic Sign 33 Each(J 110E1510 Remove Luminaire Pole 6 EachWO

110E0135 Remove Delineator 98 Eacha 110E1540 Remove Luminaire Pole Footing 6 Each

110E7150 Remove Sign for Reset 66 Each635E0050 54 EachBreakaway Base Luminaire Pole with Arm, 50' Mounting HeightBreakaway Base Luminaire Pole with Twin Arms, 50' Mounting HeightRoadway Luminaire, LED with Photoelectric Cell

632E0012 16.0 Ft1.5' Diameter Breakaway Support Concrete Footing2.0"x2.0" Perforated Tube Post

635E0150 3 Each632E1320 784.8 Ft

635E3700 64 Each2.5"x2.5" Perforated Tube Post632E1340 497.0 Ft

635E5020 2' Diameter Footing 507.0 Ft632E1375 4.0"x4.0" Tubular Post 60.2 Ft

635E5301 Type 1 Electrical Junction Box 31 Each4"x4" White Delineator with 1.12 Lb/Ft Post632E2020 98 Each

635E5400 Electrical Service Cabinet 4 Each632E3203 277.8 SqFtFlat Aluminum Sign, Nonremovable Copy High

IntensityFlat Aluminum Sign, Nonremovable Copy Super/Very High IntensityReset Sign

635E6200 Lump Sum LSMiscellaneous, Electrical

2" Rigid Conduit, Schedule 40635E8120 13,425 Ft 632E3205 113.8 SqFt635E8130 3" Rigid Conduit, Schedule 40 95 Ft

632E3500 66 Each635E8220 2" Rigid Conduit, Schedule 80 3,155 Ft

635E9010 1/C #0 AWG Copper Wire 2,155 Ft

1/C #3 AWG Copper Wire635E9013 10,635 FtSPECIFICATIONS635E9016 1/C #6 AWG Copper Wire 39,250 Ft

c635E9710 2/C #10 AWG Copper Pole and Bracket Cable 3,900 Ft cnStandard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.

TD<coo0Section M - Pavement Marking cncuoZ3>BID ITEM

NUMBERoQUANTITYITEM UNIT >-oCL

48 Each633E0235 Preformed Thermoplastic Pavement Marking, Arrow

0266 Gal633E1200 High Build Waterborne Pavement Marking Paint, White

241 Gal633E1205 High Build Waterborne Pavement Marking Paint, Yellow

48 Each633E5025 Grooving for Cold Applied Plastic Pavement Marking, Arrow

LG

CM

C/)cr

Eo

TD

idO

Q_

SECTION C ESTIMATE OF QUANTITIES

SEQUENCE OF OPERATIONS

1. Install fixed location traffic control. 2. Install perimeter and temporary erosion controls. 3. Mill the entire roadway in the section from Begin Widening at Station

1+47.74 to End Widening at Station 156+49.72. 4. Place traffic control and pavement markings to place traffic in the

center of the roadway with one lane of traffic in each direction. 5. Complete curb removal, grading, culvert work, and surfacing in the

outside lanes, intersections, and ditches. 6. Complete milling within 7 calendar days of asphalt paving for the

sections not previously milled. 7. Completed asphalt paving, permanent signing and pavement

markings, and final erosion controls. 8. Remove traffic control devices.

Contractor requests to deviate from the sequence of operations will 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 will be submitted for review a minimum of one week prior to potential implementation. GENERAL TRAFFIC CONTROL

Existing guide, route, informational logo, regulatory, and warning signs will be temporarily reset and maintained during construction. Removing, relocating, covering, salvaging, and resetting of existing traffic control devices, including delineation, will be the responsibility of the Contractor. Cost for this work will be incidental to the contract unit prices for the various items unless otherwise specified in the plans. Any delineators and signs damaged or lost will be replaced by the Contractor at no cost to the State. All temporary traffic control sign locations will be set in the field by the Contractor and verified by the Engineer prior to installation. Portable sign supports will not be located on sidewalks, bicycle facilities, or other areas designated for pedestrian or bicycle traffic. If there is a discrepancy between the traffic control plans, standard plates, and the MUTCD, whichever is more stringent will be used, as determined by the Engineer.

GENERAL TRAFFIC CONTROL cont.

Unless otherwise stated in these plans, work will not be allowed during hours of darkness. Traffic Control Signs, as shown in the Estimate of Quantities, are estimates. Contractor’s operation may require adjustments in quantities, either more or less. Payment will be for those signs actually ordered by the Engineer and used. 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. All haul trucks will be equipped with an additional flashing amber light that is visible from the backside of the haul truck. The costs for the flashing amber lights will be incidental to the various related contract items. Traffic will be maintained on the driving lanes. Use of the shoulder as a driving lane will not be permitted. Any damage to the shoulder due to rerouted traffic or Contractor’s equipment will be repaired at no expense to the Department. The Contractor will furnish, install, maintain, and remove TRUCK CROSSING (W8-6) signs daily. The TRUCK CROSSING signs will be displayed always when haul vehicles are hauling material. When hauling conditions no longer exist, the signs will be covered or removed from view. The exact number and location will be determined during construction. Payment for additional signs will be based on the contract unit price per square foot for “Traffic Control Signs”. GROOVED PAVEMENT (W8-15) signs 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. The Contractor will notify businesses/homeowners a minimum of two weeks prior to construction to inform them of upcoming construction and again a minimum of 48 hours prior to any blocked access to make appropriate arrangements.

A mobile work operation will be allowed provided the rumble strip or rumble stripe grooving, flush sealing, and pavement marking can be completed satisfactorily by a continuously moving work operation. A mobile work operation will require approval by the Engineer. A Type 3 Barricade will be installed at the end of a lane closure taper and after each intersection. Additional Type 3 Barricades will be installed facing traffic within the closed lane at a spacing of ¼ mile. The Contractor will notify the Clay County dispatcher a minimum of 48 hours prior to closing any intersection and will notify the dispatcher when the intersection is reopened. Two consecutive intersections may not be closed at the same time.

TRAFFIC CONTROL SIGNS Revised JRS 1-26-21 Sufficient traffic control devices have been included in these plans to sign one workspace in each direction. If the Contractor elects to work on additional locations simultaneously, the cost for additional traffic control devices will be incidental to the contract unit price per square foot for “Traffic Control Signs”.

TEMPORARY PAVEMENT MARKING

Temporary flexible vertical markers (tabs) will be required on the top lift of asphalt concrete surfacing. Covers on the tabs will be sufficiently secured to prevent traffic from dislodging the cover and when removed, the covers will be properly disposed of. The Contractor will remove and properly dispose of the tabs after permanent pavement marking is applied. Method of removal will be nondestructive to the road surface and will be accomplished within one week of completion of the permanent pavement marking. Any temporary flexible vertical markers (tabs) with covers removed before the flush seal will be replaced prior to application of the flush seal. Full reflectivity of all temporary flexible vertical markers (tabs) is required at all times. The Contractor will be required to replace any missing or non-reflective tabs at no additional cost to the State. Quantities of Temporary Pavement Markings consist of: Four applications of temporary pavement marking are included in the estimate of quantities for completion of the milling, the first asphalt concrete lift, the final asphalt concrete lift, and uncovering the temporary flexible vertical markers (tabs) after application of the flush seal, and after the fog seal. In the absence of a signed lane closure or pilot car operation, FLAGGER (W20-7) symbol signs and flaggers, or a shadow vehicle with rotating yellow lights or strobe lights will be positioned on the shoulder in advance of workers for both directions of traffic during the installation and removal of the temporary flexible vertical markers (tabs). The traffic control device used will be moved intermittently to provide proper warning of the work operation. A ROAD WORK AHEAD (W20-1) sign, a WORKER (W21-1) symbol sign or a BE PREPARED TO STOP (W3-4) sign will be mounted on the rear of the shadow vehicle. The method of traffic control used by the Contractor for this work must be approved by the Engineer. Prior to nightfall, tabs will be required to mark centerline on segments of roadway where existing centerline markings have been removed and new markings have not been installed. TEMPORARY RAISED PAVEMENT MARKERS

Temporary raised pavement markers will be used for marking edge lines, lane lines, and centerlines. Temporary raised pavement markers will be used on all new permanent surfacing sections of roadway and on existing surfacing where temporary marking locations are different than existing marking locations, unless noted or as directed by the Engineer. Temporary raised pavement markers will be attached to the roadway surface with a flexible non-permanent bituminous adhesive capable of being removed from the roadway surface or with an adhesive approved by the Engineer. All costs to furnish, install, replace if necessary, and remove the markers will be incidental to the contract unit price per foot for “Temporary Raised Pavement Markers”.

NH 0050(117)407 C 2 C17

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

Station 1+70.38

BEGIN WIDENING

END EXCEPTION

50 W Station 110+67.40 = a 0+00.00

50 E Station 111+18.60 = a 0+00.00

Equation

Station 150+00.00 = 50 W 5+00.00

Station 150+00.00 = 50 E 1+51.21

Equation

Station 156+49.72 = 50 W 8+11.34

Station 156+41.61 = 50 E 11+32.42

BEGIN RESURFACING

END WIDENING

317TH ST.

OVER DR.

BAYLOR ST.

BAYLOR ST.

KA

TH

ERIN

E S

T.

TO

M S

T.

ALLIS

ON S

T.

CA

RR S

T.

BOWER ST.

CO

TT

AG

E A

VE.

EL

M S

T.

SPURCE ST.

TAYLOR ST.

E. CHERRY ST.

NO

RB

EC

K S

T.

N.

NO

RB

EC

K S

T.

N.

CR

AW

FO

RD R

D.

78

17181271211

50

50

5050L19

19

COYOTE ST.

VERMILLION

SHRINER ST.

ALUMNI ST.

317T

H S

T.

NO

RB

EC

K S

T.

N.

CR

AW

FO

RD R

D.

19

19

14

1110

15CITY LIMITS

CITY LIMITS

CIT

Y LIM

ITS

CIT

Y LIM

ITS

UNIV

ER

SIT

Y R

D.

CIT

Y LIM

ITS

CITY LIMITS CIT

Y LIMIT

S

CO

MP

TO

N C

T.

PIN

E S

T.

EL

M S

T.

HIG

H S

T.

CA

RR S

T.

PRIN

CE

TO

N S

T.

CIT

Y LIM

ITS

CIT

Y LIM

ITS

BARSTOW PARK

SERVICE DR.

CHERRY ST.

RO

SE S

T.

W. DUKE ST.CIR.

VA

SS

AR

CIR.

RA

DC

LIF

FE

CIR.

CA

RLE

TO

N

ST.

ST

AN

FO

RD

14131318

CIT

Y LIM

ITS

VERMI

LLION RIVE

R

VER

MIL

LIO

N

RIV

ER

CT.VONNIE

JA

ME

S S

T.C

ONST

AN

CE D

RIV

EV

ON

NIE S

T.

VONNIE ST.

KIM L

N.

KIM L

N.

WESTGATE DR.

E. DUKE ST.

JE

FF

ER

SO

N S

T.

ST.

JE

FF

ER

SO

N

DR.

BR

OO

KS

ST.

KE

NN

ED

Y

ST.

OLIV

E

ST.

PRIN

CE

TO

N

ST.

PL

UM

CIT

Y LIM

ITS

DIS

CO

VE

RY A

VE

461S

T A

VE

ST

AN

FO

RD S

T.

DEERFIELD RD.

OL

D B

RID

GE R

D.

CA

RR S

T.

SUPERCENTER WALMART

BOWER ST.

NO

RT

H D

AK

OT

A S

T.

N U

NIV

ER

SIT

Y S

T.

N P

LU

M S

T.

MASABA INC.FEED

JOHNSON

ATHLETIC FIELDRECREATIONAL &

FIELDNYGAARD

BROADCASTINGKELLO YOUNG

SUITESEXPRESS &

HOLIDAY INN

PRIN

CE

TO

N S

T.

INDUSTRIESPOLARIS

465T

H A

VE

317TH ST.

YANKTON CLAY DITCH

50

TIMBER RD

DAWSON RD

W M

AIN S

T

19

W C

HERRY ST

OF VERMILLIONCAMPBELL SUPPLY

n' PAKPUMP PARK

LIONS

BANKFARGOWELLS

McDONALDS

KINGBURGER

MEXICANVIEJO

MEXICO

OF THE BIBLEFELLOWSHIP

FAITH

SOUTH DAKOTA CAMPUSUNIVERSITY OF

GROUNDSFAIR

WESTERNBEST

& HyVEEPOST OFFICE

US

UPSFORDGMC

BUICK

CLINICPRAIRIE EYE

CENTERCHILDRENS

VUCUREVICH

INNPRAIRIE

RIC

E D

RIV

E

CENTERWELLNESS

USD

DAKOTADO

ME

AV

EC

OT

TA

GE

ST.

NO

RT

H D

AK

OT

A

ACCESS RD.

SERVICE RD.

CO

MM

ER

CE CIR.

Station a 49+09.80=0+00.00

Equation

Station a 4+27.30

BEGIN EXCEPTION

Station a 9+38.80

END EXCEPTION

Station a 46+90.18

BEGIN EXCEPTION

END RESURFACING

MRM = 406.17+0.207

50 W Station 82+69.00

MRM = 406.00+0.467

50 E Station 81+71.00

BEGIN RESURFACING

BEGIN NH 0050(117)406

MRM = 411.34+0.089

50 W Station 23+13.50

MRM = 411.06+0.096

50 E Station 16+61.70

END RESURFACING

END NH 0050(117)406

CRAWFORD ROAD RESURFACING

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

INDEX OF SHEETS

Standard PlatesL34-L37

Wiring DiagramsL31-L33

Conduit LayoutsL6-L30

Estimate With General Notes & TablesL2-L5

General Layout With IndexL1

TR

PR

16488

U:\rd\prj\cla

y04

YU\Title

L.d

gn

File -

Plotting Date: 01/22/2021

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00

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16488

SECTION L: LIGHTING PLANS L1 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

...\prj\cla

y04

YU\N

otesSectionL.d

gn

File -

Plotting Date: 01/26/2021 Rev. 1/26/21 KSV

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1:2

00

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16488

L2 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406 CONDUIT AND CABLE QUANTITIES

...\prj\cla

y04

YU\T

able

Conduit.d

gn

File -


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00

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16488

L3 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL


...\prj\cla

y04

YU\T

able

Conduit.d

gn

File -


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1:2

00

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16488

L4 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL


...\prj\cla

y04

YU\T

able

Conduit.d

gn

File -


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00

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16488

L5 L37

14+00 15+00 16+00 17+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

ESTIMATE OF QUANTITIES

EST UNITQUANTKEY ITEM

EACH

EACH

EACH

EACH

(L1-L57)2' Diameter Footing

(JL0-JL33)Type 1 Electrical Junction Box

Electrical Service Cabinet

Not a Bid ItemGalvanized Steel Utility Pole

Not a Bid ItemMeter Socket

2" Rigid Conduit, Schedule 40 FT


FT

FT

1/C #3 AWG Copper Wire

1/C #6 AWG Copper Wire

FT2/C #10 AWG Copper Pole & Bracket Cable

64 EACH

54 EACH50' Mounting Height (L1-L54)Breakaway Base Luminaire Pole w/8' Arm

M

40SCH2"

#6

80SCH2"

EACH

50' Mounting Height (L55-L57)Breakaway Base Luminaire Pole w/Twin 8' Arm

3 EACH

#3

31

4

4

4

6(EL4-EL9)Remove Luminaire Pole Footing

EST UNITQUANTKEY ITEM

EACH6(EL4,-EL9)Remove Luminaire Pole

507 FT

13,425

3,155

3,900

(EL0-EL3,L1-L57)Roadway Luminaire, LED with P.E.

10,635

39,250

REMOVE

40SCH3"


#0 1/C #0 AWG Copper Wire 2,155 FT

95

CONDUIT LAYOUT

1" = 40'SCALE

SD HWY 50

R.O.W.

R.O.W.R.O.W.

40SCH2"

#63

40SCH2"

#63

U:\rd\prj\cla

y04

YU\0

14c.d

gn

File -


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16488

L1 14+39-38' L

L2 16+99-38' L

SD HWY 50

L6 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

17+00 18+00 19+00 20+00 21+00 22+00 23+00

U:\rd\prj\cla

y04

YU\0

17c.d

gn

File -


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1:4

0Plotted Fro

m -

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PR

16488

1" = 40'SCALE

CONDUIT LAYOUTSD HWY 50

SD HWY 50

R.O.W.

R.O.W. R.O.W.

40SCH2"

#63

40SCH2"

#63

40SCH2"

40SCH2"

80SCH2"

#63

JL0

#63

#63

L2 16+99-38' L

L3 19+54-38' R

L4 22+10-38' L

L7 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

23+00 24+00 25+00 26+00 27+00 28+00 29+00

U:\rd\prj\cla

y04

YU\0

23c.d

gn

File -


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1:4

0Plotted Fro

m -

TR

PR

16488


1" = 40'SCALE

SD HWY 50

R.O.W.

R.O.W.

40SCH2"

80SCH2"

40SCH2"

40SCH2"

#63

JL1

#63

#63

#63

L5 24+65-37' R

L6 27+20-38' L

L8 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

29+00 30+00 31+00 32+00 33+00 34+00 35+00

U:\rd\prj\cla

y04

YU\0

29c.d

gn

File -


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1:4

0Plotted Fro

m -

TR

PR

16488


1" = 40'SCALE

SD HWY 50

R.O.W.

40SCH2"

40SCH2"

40SCH2"

40SCH2"

#63

#63

JL2 JL3

#63

#63

80SCH2"

#33

80SCH2"

#03

L7 29+73-38' R

L8 32+18-39' L

L9 34+63-42' R

L9 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

T

35+00 36+00 37+00 38+00 39+00 40+00 41+00

M

U:\rd\prj\cla

y04

YU\0

35c.d

gn

File -


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1:4

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PR

16488

1" = 40'SCALE


R.O.W.R.O.W.

40SCH2"

40SCH2"

80SCH2"

40SCH3"

#03

POWER SOURCE

CITY OF VERMILLIONBy

1 Phase, 3 Wire Service120/240 v.a.c., 60 hz.,

JL5

#03

#33

#03

JL4

#03

EL1

EL2

EL3

SD HWY 50

SD H

WY 1

9/S

TA

NF

OR

D S

T

EL0

L10 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

TP

41+00 42+00 43+00 44+00 45+00 46+00 47+00


1" = 40'SCALE

U:\rd\prj\cla

y04

YU\0

41c.d

gn

File -


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1:4

0Plotted Fro

m -

TR

PR

16488

L10 41+95-38' L

L11 44+44-38' R

L12 46+95-38' L

SD HWY 50

R.O.W.

JL6

40SCH2"

80SCH2"

40SCH2"

40SCH2"

40SCH2"

#63

#33

#33

#33

#33

L11 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

TP

TP

MPPM

47+00 48+00 49+00 50+00 51+00 52+00 53+00

U:\rd\prj\cla

y04

YU\0

47c.d

gn

File -


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1:4

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TR

PR

16488


1" = 40'SCALE

L12 46+95-38' L

L13 49+47-38' R

L14 51+99-38' L

SD HWY 50

R.O.W.

40SCH2"

80SCH2"

#63

40SCH2"

#63

CA

R S

T

#33

JL7

#63

40SCH2"

#63

80SCH2"

L12 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

T T T

PT

Sec.11-T92N-R52W

SE 1/4 SE 1/4 of

of the East 246' in the

The North 205' of the South 248'

William Pike, Trustees

Steve Bell, David DeAngelis &

Congregation of Jehovah's Witnesses,

Vermillion, South Dakota

53+00 54+00 55+00 56+00 57+00 58+00 59+00

SD HWY 50

U:\rd\prj\cla

y04

YU\0

53c.d

gn

File -


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16488


1" = 40'SCALE

L15 54+34-38' R

L16 56+82-38' L

R.O.W.

R.O.W.

JL8

40SCH2"

#63

40SCH2"

#63

40SCH2"

#63

80SCH2"

#63

L13 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

T T

P

59+00 60+00 61+00 62+00 63+00 64+00 65+00

SD HWY 50

U:\rd\prj\cla

y04

YU\0

59c.d

gn

File -


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16488


1" = 40'SCALE

L18 61+86-38' L

L17 59+33-38' R

L19 64+24-38' L

R.O.W.

R.O.W.

JL9

40SCH2"

80SCH2"

#63

#63

40SCH2"

#63

40SCH2"

#63

PRIN

CE

TO

N A

VE

L14 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

T T

65+00 66+00 67+00 68+00 69+00 70+00 71+00

SD HWY 50

U:\rd\prj\cla

y04

YU\0

65c.d

gn

File -


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0Plotted Fro

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TR

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16488


1" = 40'SCALE

L20 66+74-38' R

L21 69+27-38' L

R.O.W.

R.O.W.

JL10

40SCH2"

80SCH2"

#63

#63

40SCH2"

#63

PRIN

CE

TO

N A

VE

L15 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

71+00 72+00 73+00 74+00 75+00 76+00 77+00

SD HWY 50

U:\rd\prj\cla

y04

YU\0

71c.d

gn

File -


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1:4

0Plotted Fro

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16488


1" = 40'SCALE

L22 71+78-38' R

L23 74+31-38' L

L24 76+82-38' R

R.O.W.

R.O.W.

40SCH2"

80SCH2"

#63

#63

40SCH2"

#63

40SCH2"

40SCH2"

JL11

#63

#63

L16 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

T

P

77+00 78+00 79+00 80+00 81+00 82+00 83+00

SD HWY 50

U:\rd\prj\cla

y04

YU\0

77c.d

gn

File -


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1:4

0Plotted Fro

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TR

PR

16488


1" = 40'SCALE

L25 79+40-38' L

L26 81+91-38' R

R.O.W.

R.O.W.

JL12

40SCH2"

80SCH2"

#63

40SCH2"

40SCH2"

#33

#33

#63

L17 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

T T

83+00 84+00 85+00 86+00 87+00 88+00 89+00

SD HWY 50

U:\rd\prj\cla

y04

YU\0

83c.d

gn

File -


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1:4

0Plotted Fro

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TR

PR

16488


1" = 40'SCALE

L27 84+43-38' L

L28 86+95-38' R

CO

TT

AG

E A

VE

R.O.W.

R.O.W.R.O.W.

JL13

40SCH2"

80SCH2"

#33

#63

80SCH2"

#33

40SCH2"

#33

40SCH2"

#33

40SCH2"

#33

L18 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

T T P P

89+00 90+00 91+00 92+00 93+00 94+00 95+00

M

SD HWY 50

U:\rd\prj\cla

y04

YU\0

89c.d

gn

File -


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16488


1" = 40'SCALE

L29 89+30-38' R

L30 91+84-38' L

L31 94+26-38' R

EL4

EL5

R.O.W.

R.O.W.R.O.W.

JL14

POWER SOURCE



40SCH2"

80SCH2"

#33

#33

#33

#33

#33

#63

80SCH2"

40SCH2"

40SCH2"

40SCH2"

JL15

NO

RT

H D

AK

OT

A S

T

40SCH2"

#33

L19 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

95+00 96+00 97+00 98+00 99+00 100+00 101+00

SD HWY 50


1" = 40'SCALE

U:\rd\prj\cla

y04

YU\0

95c.d

gn

File -


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1:4

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TR

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16488

L32 97+00-38' L

L33 99+10-38' R

R.O.W.

JL16

40SCH2"

80SCH2"

#63

#63

40SCH2"

#63

L20 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

P

101+00 102+00 103+00 104+00 105+00 106+00 107+00

M

SD HWY 50

U:\rd\prj\cla

y04

YU\1

01c.d

gn

File -


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1:4

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16488

1" = 40'SCALE


L35 103+71-38' R

L34 101+41-38' L L36 106+23-38' L

N U

NIV

ER

SIT

Y S

T

R.O.W. R.O.W.

EL6

EL7

JL17JL18

POWER SOURCE



40SCH2"

80SCH2"

#63

#63

80SCH2"

#63

40SCH2"

40SCH2"

#63

40SCH2"

40SCH2"

#63

#33

#33

L21 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

107+00 108+00 109+00 110+00 111+00 112+00113+00

SD HWY 50

U:\rd\prj\cla

y04

YU\1

07c.d

gn

File -


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1:4

0Plotted Fro

m -

TR

PR

16488


1" = 40'SCALE

L37 108+74-38' R

L38 111+26-38' L

R.O.W.

R.O.W.

JL19

JL20

40SCH2"

80SCH2"

#63

80SCH2"

#63

#63

40SCH2"

#63

40SCH2"

#63

L22 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

P

113+00114+00

115+00 116+00 117+00118+00

119+00

SD HWY 50

U:\rd\prj\cla

y04

YU\1

13c.d

gn

File -


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1:4

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16488


1" = 40'SCALE

JL21

EL8

EL9

L40 115+97-38' L

N P

LU

M S

T

L39 113+61-39' RL41 118+40-38' R

R.O.W.

R.O.W. R.O.W.

80SCH2"

#6340

SCH2"

#63

40SCH2"

#63

40SCH2"

#63

80SCH2"

#63

40SCH2"

#63

L23 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

119+00120+00

121+00 122+00 123+00124+00

125+00

L42 120+81-38' L

JL22

SD HWY 50

U:\rd\prj\cla

y04

YU\1

19c.d

gn

File -


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1:4

0Plotted Fro

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16488


1" = 40'SCALE

L43 123+30-38' R

R.O.W.

#63

40SCH2"

80SCH2"

40SCH2"

#63

#63

L24 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

TTP

125+00126+00

127+00 128+00 129+00130+00

131+00

L45 128+10-38' L

L44 125+59-38' RL46 130+57-40' R

U:\rd\prj\cla

y04

YU\1

25c.d

gn

File -


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1:4

0Plotted Fro

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16488


1" = 40'SCALE

SD HWY 50

R.O.W.

R.O.W.R.O.W.

JL23

40SCH2"

80SCH2"

#63

40SCH2"

40SCH2"

40SCH2"

#63 #6

3

#63

#63

317T

H S

T

L25 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

131+00 132+00 133+00 134+00 135+00 136+00 137+00

L48 135+49-37' R

U:\rd\prj\cla

y04

YU\1

31c.d

gn

File -


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16488


1" = 40'SCALE

SD HWY 50

L47 133+01-38' L

R.O.W.

R.O.W.

JL24

40SCH2"

#63

40SCH2"

40SCH2"

#63

80SCH2"

#63

#63

L26 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

TP

P

137+00 138+00 139+00 140+00 141+00 142+00 143+00

L50 140+45-38' R

U:\rd\prj\cla

y04

YU\1

37c.d

gn

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16488


1" = 40'SCALE

SD HWY 50

L49 137+95-38' L

L51 142+99-38' L

R.O.W.

R.O.W.R.O.W.

R.O.W.

JL25

JL26

40SCH2"

80SCH2"

80SCH2"

40SCH2"

40SCH2"

#63

#63

#63

#63

#63

CO

MP

TO

N C

T

L27 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

P

P

P

143+00 144+00 145+00 146+00 147+00 148+00 149+00

M

L52 145+49-38' R

U:\rd\prj\cla

y04

YU\1

43c.d

gn

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16488


1" = 40'SCALE

SD HWY 50

L51 142+99-38' L L53 148+03-38' L

R.O.W.

R.O.W.R.O.W.

R.O.W.

JL27

JL28

POWER SOURCE



NO

RB

EC

K S

T

40SCH2"

80SCH2"

#63

#33

40SCH2"

#33

40SCH2"

40SCH2"

40SCH2"

80SCH2"

#63

#63

#63

#63

#63

L28 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

P

149+00

150+00

151+00152+00 153+00

154+00

155+00

L54 150+55-39' R

L55 153+20-9' R

U:\rd\prj\cla

y04

YU\1

49c.d

gn

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16488


1" = 40'SCALE

SD HWY 50

R.O.W.

R.O.W.

JL29

JL30

40SCH2"

80SCH2"

40SCH2"

40SCH2"

80SCH2"

#63

#63

#63

#63

#63

L29 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

155+00

156+00157+00 158+00

159+00

160+00 160+34

U:\rd\prj\cla

y04

YU\1

55c.d

gn

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16488


1" = 40'SCALE

L57 158+09-11' R

40SCH2" 80

SCH2"

40SCH2"

40SCH2"

#63

#63

#63

#63

SD HWY 50 EAST BOUND

SD HWY 50 WEST BOUND

L56 155+73-4' RC

RA

WF

OR

D R

D

L30 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

U:\rd\prj\cla

y04

YU\0

14064

w.d

gn

File -

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16488

WIRING DIAGRAM

E

R

T

M

E SERVICE CABINET

BK

50 amp

BK

WT

100 amp

BK

WTLUMINAIRE

BK

BK

BK

WT

LU

MIN

AIR

EB

K

BK

#0

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

included in these plans.Quantities for bonding conductors are notwith the NATIONAL ELECTRICAL CODE.All circuits shall be bonded in accordanceNOTE:

LUMINAIRE: LED

LEGEND:

FUSE: 10 amp.

BK

WTLUMINAIRE

BK

BK

BK

WT

LU

MIN

AIR

EB

K

BK

JL0

L3

JL1

BK

WTLUMINAIRE

BK

BK L5

BK

WT

LU

MIN

AIR

EB

K

BK

JL2

L7BK

WTLUMINAIRE

BK

BK

BK

WT

LU

MIN

AIR

EB

K

BK

JL3

BK

WTLUMINAIRE

BK

BK L9

JL4

JL5 L10

JL6

BK

WTLUMINAIRE

BK

BK

BK

WT

LU

MIN

AIR

EB

K

BK

L11

L12

BK

WTLUMINAIRE

BK

BK L13

1 Phase, 3 Wire Service

120\240 v.a.c., 60hz.,

ByCITY OF VERMILLION

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK

BK

WT

LU

MIN

AIR

EB

K

BK

L17

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

#6#6

PHOTOCELL PHOTOCELL

#6#6 #3

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

#0

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

#6#6#3#3

L1 L2 L4 L6 L8

JL7 JL8 JL9

L14

L15

L16 L18 L19

L31 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

U:\rd\prj\cla

y04

YU\0

66121

w.d

gn

File -

Plotting Date: 01/22/2021 REV 1/22/21 KSV

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16488

WIRING DIAGRAM

#3

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BKB

K

WT

LU

MIN

AIR

EB

K

BK

PHOTOCELL

#6

#6

E

R

T

M

E SERVICE CABINET

BK

50 amp

BK

WT

100 amp

BK

WTLUMINAIRE

BK

BK

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

#6 #6

BK

WTLUMINAIRE

BK

BK

#3

#6

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK L21

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK L23

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK L25

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK L27

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK L30

E

R

T

M

E SERVICE CABINET

BK

50 amp

BK

WT

100 amp

BK

WT

LU

MIN

AIR

EB

K

BK

#3

#6

#6#6

#6

#3#6

JL16 JL17 JL20

L32 JL18

L33

L34

JL19

L35

L36


120\240 v.a.c., 60hz.,


JL21

L37

L38 L39 L41

L40

BK

WT

LU

MIN

AIR

EB

K

BK


LUMINAIRE: LED

LEGEND:

FUSE: 10 amp.

L20 L22 JL13L24 JL14L26

JL15

L28 L29


120\240 v.a.c., 60hz.,


L31

PHOTOCELL

JL10 JL11 JL12

JL22 L42

L32 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

U:\rd\prj\cla

y04

YU\1

23159

w.d

gn

File -

Plotting Date: 01/22/2021 REV 1/22/21 KSV

Plot Scale -

1:4

0Plotted Fro

m -

TR

PR

16488

WIRING DIAGRAM

E

R

T

M

E SERVICE CABINET

BK

50 amp

BK

WT

100 amp

#3

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK L45

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

#6

L47

L49

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WTLUMINAIRE

BK

BK

BK

WT

LU

MIN

AIR

EB

K

BK

BK

WT

LU

MIN

AIR

EB

K

BK

#6

#6#3

#6

BK

WTLUMINAIRE

BK

BK

#6

#6

BK

WTLUMINAIRE

BK

BK

#6 #6


120\240 v.a.c., 60hz.,


#6


LUMINAIRE: LED

LEGEND:

FUSE: 10 amp.

L44 JL25L46

JL26

L48

JL27

#6

L43

JL28

L50

JL29

L51

JL30

L52

L53

L54

PHOTOCELL

BK

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

E

BK

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

E

BK

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

E

L55 L56 L57

JL23 JL24

L33 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

...\prj\cla

y04

YU\s

63501s63521.d

gn

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16488

L34 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

...\prj\cla

y04

YU\s

63535s63555.d

gn

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16488

L35 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

...\cla

y04

YU\s

63565_1s63565_2.d

gn

File -


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00

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PR

16488

L36 L37

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH 0050(117)406

...\prj\cla

y04

YU\s

63576s63599.d

gn

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16488

L37 L37

Connecting South Dakota and the Nation FAX: 605/773-2614

Documents

Transcript of Connecting South Dakota and the Nation FAX: 605/773-2614