connecting south dakota and the nation fax: 605/773-2614
TRANSCRIPT
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
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
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SECTION L: LIGHTING PLANS L1 L37
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
NH 0050(117)406
...\prj\cla
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L2 L37
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
NH 0050(117)406 CONDUIT AND CABLE QUANTITIES
...\prj\cla
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Conduit.d
gn
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L3 L37
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
NH 0050(117)406 CONDUIT AND CABLE QUANTITIES
...\prj\cla
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Conduit.d
gn
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L4 L37
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
NH 0050(117)406 CONDUIT AND CABLE QUANTITIES
...\prj\cla
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Conduit.d
gn
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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
2" Rigid Conduit, Schedule 80 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"
3" Rigid Conduit, Schedule 40 FT
#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
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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
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17c.d
gn
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0Plotted Fro
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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
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23c.d
gn
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CONDUIT LAYOUTSD HWY 50
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
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29c.d
gn
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CONDUIT LAYOUTSD HWY 50
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
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gn
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1" = 40'SCALE
CONDUIT LAYOUTSD HWY 50
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
CONDUIT LAYOUTSD HWY 50
1" = 40'SCALE
U:\rd\prj\cla
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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
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CONDUIT LAYOUTSD HWY 50
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
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CONDUIT LAYOUTSD HWY 50
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
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gn
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CONDUIT LAYOUTSD HWY 50
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
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CONDUIT LAYOUTSD HWY 50
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
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CONDUIT LAYOUTSD HWY 50
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
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CONDUIT LAYOUTSD HWY 50
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
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gn
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CONDUIT LAYOUTSD HWY 50
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
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CONDUIT LAYOUTSD HWY 50
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
CITY OF VERMILLIONBy
1 Phase, 3 Wire Service120/240 v.a.c., 60 hz.,
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
CONDUIT LAYOUTSD HWY 50
1" = 40'SCALE
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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
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CONDUIT LAYOUTSD HWY 50
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
CITY OF VERMILLIONBy
1 Phase, 3 Wire Service120/240 v.a.c., 60 hz.,
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
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CONDUIT LAYOUTSD HWY 50
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
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CONDUIT LAYOUTSD HWY 50
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
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16488
CONDUIT LAYOUTSD HWY 50
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
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16488
CONDUIT LAYOUTSD HWY 50
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
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gn
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16488
CONDUIT LAYOUTSD HWY 50
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
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gn
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CONDUIT LAYOUTSD HWY 50
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
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gn
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CONDUIT LAYOUTSD HWY 50
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
CITY OF VERMILLIONBy
1 Phase, 3 Wire Service120/240 v.a.c., 60 hz.,
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
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16488
CONDUIT LAYOUTSD HWY 50
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
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16488
CONDUIT LAYOUTSD HWY 50
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
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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
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gn
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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
1 Phase, 3 Wire Service
120\240 v.a.c., 60hz.,
ByCITY OF VERMILLION
JL21
L37
L38 L39 L41
L40
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.
L20 L22 JL13L24 JL14L26
JL15
L28 L29
1 Phase, 3 Wire Service
120\240 v.a.c., 60hz.,
CITY OF VERMILLIONBy
L31
PHOTOCELL
JL10 JL11 JL12
JL22 L42
L32 L37
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
NH 0050(117)406
U:\rd\prj\cla
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gn
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Plotting Date: 01/22/2021 REV 1/22/21 KSV
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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
1 Phase, 3 Wire Service
120\240 v.a.c., 60hz.,
ByCITY OF VERMILLION
#6
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.
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
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gn
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L34 L37
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
NH 0050(117)406
...\prj\cla
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gn
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L35 L37
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
NH 0050(117)406
...\cla
y04
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63565_1s63565_2.d
gn
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L36 L37