C1 C27

w ...J ([ u en t­o ...J 0..

SECTION C: TRAFFIC CONTROL

T 127 N

23 26

■ (?

■' 27

;=

0 I.()

a:: -, 9 16

G

•

T 127

Begin I M-FP 0299(69)21 3 Sta. I 88+00 Median Crossover, In Place MRM 239.00 +O. 7 I I

Str. No. 55-140-140 Over Drainage Ditch MRM 237.42

0

Str. No. 55-144-130 (Overpass) County Highway 12 MRM 238.51

NBL WIM Site Sta. 395+97

T 126

SBL Weigh Station Sta. 413+50 ta Sta. 452+50

Equation: Sta. 534+84.04 Bk. = Sta. a 0+00 Ah.

T Exit 232 Str. No. 55-116-190 (Overpass) SD Hwy 10 MRM 232.08

Str. No. 55-124-170 (Overpass) I I 7th Street MRM 234.11

Str. No.55-119-183 Over Little Minnesota River MRM 232. 76

End NH-P 00 I 0( I I 8)361

C!I

• • 6

Sta. I 77+00.0 SDI 0 MRM 362.00 +0.52 I

~ T 125 N ;:,-,

• C!I~ ...... ,.,

1 o .- is.- -t

• •

T 125 N

Begin NH-P 0010(118)361 Sta. I 03+00.0 SDI 0 MRM 361.00 +0.129 Str. No. 55-115-220 (Overpass)

Roberts Co.Hwy 33,Eastman Roa MRM 229.03

C1 C2-C5 C6 C7-C8 C9-C17 C18-C20 C21-C27

Str. No.55-115-238

PROJECT STATE OF SOUTH

DAKOTA IM-FP 0299169)213 NH-P 0010(118)361

PlottinQ Dote: 05/19/2020 Revised 5-19-2020 JR

INDEX OF SHEETS

Title Sheet Plan Notes & Tables Fixed Location Sign Layout Ramp Detours Over-width Detour & Signing Ramp Closure and Exit Signs Standard Plates

II:

Railroad Grade Separation MRM 227.1 I

Str. No.55-115-241 Over I 24th St and Goodwil I Creek MRM 226.84

;=

0 I.()

in er

T 124 N

Str. No. 55-116-256

End I M-FP 0299(69)21 3 Sta. a 429+43.46 SBL Median Crossover, In Place MRM 225.00 +0.01 6

Over Branch of Hines Creek MRM 225.38

Str. No.55-115-252 Over Agency Creek MRM 225.78

w :::s: ([ z t­o ...J 0..

z t'.l 0

w ...J t-

t-I

> 0.. N cs, /

w ...J

;;:

SEQUENCE OF OPERATIONS The Contractor will submit any proposed alternates to the following sequence for the Engineer’s approval at least two weeks prior to the preconstruction meeting. Median Crossovers and Detour Ramps have been previously constructed. Roadway Lighting at Exit 213 Rest Area and SD 10 Asphalt Concrete Resurfacing may be completed at anytime throughout the contract designated duration and sequencing. Phase I Install fixed location signs. Install over-width detour. Install shoulder delineation. Install bridge end and median protection in SBL (Additional widening, temporary guardrail, temporary guardrail delineation & end protection).

Phase II Remove conflicting pavement markings. Install channeling devices and temporary road markers to separate two-way traffic on the Southbound lanes. Southbound lanes - repaint existing white and yellow edge line. Existing yellow edge line to be painted white, refer to Section M of the plans. Phase III Maintain two-way traffic on Southbound lanes while constructing Northbound lanes. Complete ramp resurfacing. Complete bridge work. Phase IV Accomplish shoulder shaping to the typical section. Install permanent pavement markings on the reconstructed Northbound lanes and ramps. Install permanent signing and delineation. Perform erosion control. Phase V Restore Northbound traffic to reconstructed Northbound lanes. Remove two way traffic delineation and shoulder delineation. Remove over-width detour. Remove Bridge-end and median protection. Remove NBL Detour Ramps and install median crossover closures. Install permanent pavement markings on Northbound lanes and ramps within project limits. Remove all fixed location construction signing. MAINTENANCE OF TRAFFIC

Removing, relocating, covering, salvaging and resetting of permanent traffic control devices, including delineation, will be the responsibility of the Contractor. The cost of this work will be incidental to the various contract bid 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.

Indiscriminate driving and parking of vehicles within the right-of-way will not be permitted. Any damage to the vegetation, surfacing, embankment, delineators and existing signs resulting from such indiscriminate use will be repaired and/or restored by the Contractor, at no expense to the State, and to the satisfaction of the Engineer. The Contractor’s employee vehicles will not be allowed to park on the interstate median at any time.

Unless otherwise stated in these plans, work will not be allowed during hours of darkness.

The Contractor's vehicles and equipment will not be allowed to use the maintenance crossovers at any time during the construction of the project.

The maintenance crossovers located within the project limits will be blocked off by the use of a Type 3 Barricade (double sided) and a Road Closed sign. The barricades will be located outside of the traffic lane clear zone (30’ minimum from yellow edge line). For information only, a total of 7 maintenance crossovers are located within the project limits.

The Contractor will not be allowed to enter or exit the two-way traffic section from the median adjacent to the work zone. Interchange ramps must be used. All temporary pavement markings in the crossovers will be temporary raised pavement markers. Temporary marking used by the Contractor will be completely removed upon completion of the project or as project conditions warrant. The cost of removal will be incidental to the contract unit price per mile for "Temporary Raised Pavement Markers". The Contractor will be required to change the yellow delineators located on the median side of the SBL Structures to white before two way traffic is allowed. The Contractor will return these delineators to yellow upon completion of two way traffic. All costs for changing delineators will be incidental to the contract lump sum price for “Traffic Control, Miscellaneous”. The Contractor will be required to install W6-3 Two Way Traffic symbol, W7-3a NEXT XX MILES, R2-1 SPEED LIMIT 65, and R4-1 DO NOT PASS signs at 2 mile intervals throughout the two way traffic section. R8-4 EMERGENCY PARKING ONLY signs will be installed for Southbound traffic at 2 mile intervals throughout the two way traffic section. The Contractor will be required to furnish and install Type 3 Object Markers on both ends the structures in the southbound lanes located at MRM 225.38, 225.78, 226.84, 232.76 and 237.42 before two-way traffic is allowed. The cost to furnish, install, maintain, and remove the Type 3 object markers will be incidental to the contract unit price per each for "Type 3 Object Marker". Upon removal of signs, breakaway bases will be pulled immediately. Failure to pull bases will result in the Contractor being assessed liquidated damages, at the rate of $200.00 per day until their removal is complete. The liquidated damages will apply up to the Contract Completion Date, as extended. After the completion date, liquidated damages will be assessed in accordance with Sec. 8.7 of the Standard Specifications, until the permanent pavement marking is completed, even though the project may be open to traffic. For information only, it is estimated that 1,770 white and 34,538 yellow temporary raised pavement markers will be required as illustrated in the plan layout sheets. 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. 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.

QUANTITYITEM UNITBID ITEM

NUMBER

Section C - Traffic Control (PCN 02PV)

632E2530 Type 3 Object Marker Each20

634E0010 Flagging Hour200.0

634E0110 Traffic Control Signs SqFt2,750.9

634E0120 Traffic Control, Miscellaneous LSLump Sum

634E0275 Type 3 Barricade Each109

634E0340 Temporary Raised Pavement Markers Mile14.7

634E0380 Tubular Marker Each1,060

634E0390 Replace Tubular Marker Each100

634E0420 Type C Advance Warning Arrow Board Each2

634E0560 Remove Pavement Marking, 4" or Equivalent Ft5,400

634E0600 4" Temporary Pavement Marking Tape Type I Ft7,680

634E1002 Detour Signing SqFt1,713.0

634E1210 State Furnished Portable Changeable Message

Sign

Each2

634E1220 Solar Powered Portable Changeable Message

Sign

Each2

QUANTITYITEM UNITBID ITEM

NUMBER

Section C - Traffic Control (PCN 05EJ)

634E0010 Flagging Hour200.0

634E0020 Pilot Car Hour100.0

634E0110 Traffic Control Signs SqFt211.0

634E0120 Traffic Control, Miscellaneous LSLump Sum

634E0630 Temporary Pavement Marking Mile2.8

C2 C27

STATE OF I PROJECT

SOUTH

I IM-FP 0299(691213 DAKOTA NH-P 0010(1181361

Plotting Dote: 12/17/2019

,.... .... ,.... rr ,.... ::.

w ...J ([ u Ul

t-0 ...J 0..

N -~ ~ a: t-

15 a: LL

§ ti a:

I SHEET I NO,

I I TOTAL

SHEETS

w :::E ([ z t­o ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

LL

MAINTENANCE OF TRAFFIC (CONTINUED) 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. SHEETING FOR TRAFFIC CONTROL SIGNS All fluorescent orange background material on traffic control signs, all temporary delineators, and all temporary STOP (R1-1), YIELD (R1-2), DO NOT ENTER (R5-1), and WRONG WAY (R5-1a) signs will conform to the requirements of ASTM D4956 Type IX or XI. All other traffic control signs and background colors will conform to the requirements SPECIAL CONDITION The Contractor will be permitted to close the Northbound on/off ramps at Exit 232 when paving mainline through the interchange. Two state furnished portable changeable message signs will be used for the Exit 232 ramp closures. During periods of ramp closure, the advanced exit and exit signing will have a “CLOSED” tab installed. TEMPORARY PAVEMENT MARKINGS Temporary pavement markings will be used on the Exit 232 crossroad SD 10 (1.4 miles total). The total length of no passing zone on this project is estimated to be 8422 feet. It is estimated that 2 DO NOT PASS (R4-1) and 2 PASS WITH CARE (R4-2) signs will be required to mark the no passing zones, should the Contractor elect to use these signs. Quantities of Temporary Pavement Markings consist of: One pass on top of the 1st Lift of Asphalt Concrete. One pass on top of the Flush Seal. Temporary flexible vertical markers (tabs) will be used to mark dashed centerline, No Passing Zones, and applicable lane lines. Paint will not be allowed for temporary pavement marking on the asphalt concrete wear course or after application of the flush seal. Covers on the tabs will be sufficiently secured (double stapled) 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.

If the flush seal is eliminated, the application of the temporary pavement marking on top of the flush seal will be eliminated. No adjustment in the contract unit price per mile for TEMPORARY PAVEMENT MARKING will be made because of a variation in quantities 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. INCIDENTS An incident is an emergency road user occurrence, a natural disaster, or other unplanned event that affects or impedes the normal flow of traffic such as an accident, hazardous materials spill, or similar event. The Contractor will set up a meeting prior to start of work to plan and coordinate responses to an incident. The Contractor will invite Department of Transportation, the South Dakota Highway Patrol, and local emergency response entities to the meeting. The Engineer will conduct the meeting. The Contractor will assist to maintain traffic as required by these plan notes and as agreed to at the meeting. The Contractor will be required to modify messages on portable changeable message signs or relocate portable changeable message signs as approved by the Engineer. The Contractor may be asked to provide flaggers to direct or detour traffic. The Contractor should be prepared to relocate advance warning signs if determined to be necessary for a major traffic incident lasting for more than two hours. Ground mounted advance warning signs may be covered and additional portable warning signs provided. No additional payment will be made for the modification of portable changeable message sign messages or the relocation of portable changeable message signs. Cost for flagging will be paid at the contract unit price per Hour for Flagging. Cost for the relocation of an advanced warning sign due to an incident will be 50% of the designated sign rate as per Section 634.5 Basis of Payment in the Standard Specifications. Cost for additional signs will be paid at the contract unit bid price per square foot for Traffic Control. STATE FURNISHED PORTABLE CHANGEABLE MESSAGE SIGN The SDDOT will furnish the Contractor with two Portable Changeable Message Signs to advise the traveling public of the Exit ramp closures. The Contractor will contact Matt Brey from the Watertown SDDOT Area Office at (605) 882-5166 (a minimum of two weeks in advance) to determine the location and availability date of the message signs.

The Contractor will position, maintain and repair the message signs in accordance with the Ramp Closure layouts provided in the plans and as directed by the Engineer. All costs associated with obtaining, positioning, programming, maintaining, and returning the message signs will be incidental to the contract unit price per each for “State Furnished Portable Changeable Message Sign”. SOLAR POWERED PORTABLE CHANGEABLE MESSAGE SIGN Solar Powered Portable Changeable Message Signs will be utilized on this project to advise the traveling public of project conditions. The Contractor will position and maintain two message signs in accordance with the Interstate Median Crossover layouts provided in the plans and as directed by the Engineer. The message signs will be located beyond the edge of the roadway such as on an approach or in the ditch. TUBULAR MARKER FOR TWO-WAY TRAFFIC The Engineer will inspect and approve the tubular markers for use prior to the markers being installed on the project. The tubular markers will be in reasonably close conformance with the following specifications. The tubular markers will be a minimum of 28" in height, 3" to 4" in width, and yield upon vehicular impact. The color of the tubular markers will be predominately orange. All tubular markers will be of the same size and type. Reflectorization of the tubular markers will be a minimum of two, three-inch wide white bands; the first placed a maximum of 2 inches from the top with a maximum of 6 inches between the bands. The reflectorized material will be adequately attached to the markers to prevent peeling or detachment. The tubular markers will provide adequate nighttime reflectivity. The base of the Tubular Markers will be attached to the roadway surface with a flexible non-permanent bituminous adhesive capable of being removed from the roadway surface after use, or with an adhesive approved by the Engineer. The pin used to connect the markers to the base will be of a type that will not puncture a vehicle tire if it should become dislodged from the base. The cost to furnish, install, maintain, and remove the tubular markers will be incidental to the contract unit price per each for “Tubular Marker”. The following locations will have tubular markers spaced 10.0’ center to center on the centerline separating the two-way traffic. Southbound Lane Exit 232 ON & OFF RAMPS* Southbound Lane Weigh Station ON & OFF RAMPS* *The Exact location and length of these condensed tubular marker areas will be determined in the field by the Engineer.

C3 C27

STATE OF I PROJECT

SOUTH

I IM-FP 0299(691213 DAKOTA NH-P 0010(1181361

Plotting Dote: 12/17/2019

,.... .... ,.... rr ,.... ::.

w ...J ([ u Ul

t-0 ...J 0..

N -~ ~ a: t-

15 a: LL

§ ti a:

I SHEET I NO,

I I TOTAL

SHEETS

w :::E ([ z t­o ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

LL

OVERWIDTH DETOUR SIGNING The Contractor will furnish and install overwidth detour signs as shown in the plans. All costs to furnish, install, maintain and remove the signs will be incidental to the contract unit price per Square Foot for “Detour Signing”. When the overwidth detour signing is not required, the installed signs will be covered or deactivated by an alternate method approved by the Engineer. If the signs are covered, the covering will completely prevent viewing of the sign. The signs will be removed during long periods of deactivation. SPECIAL SHOULDER DELINEATION Special shoulder delineation will be installed on both shoulders of the Northbound lanes throughout the entire length of two-way, head to head traffic. Shoulder delineation will consist of installing tubular markers 3 feet from the edge of the driving lane at 500’ intervals. Tubular markers for shoulder delineation will be of the same size and type as defined in section TUBULAR MARKER FOR TWO-WAY TRAFFIC of these plans. All costs to furnish, install, maintain and remove the tubular markers will be incidental to the contract unit price per each for “Tubular Marker”. REMOVAL OF EXISTING PAVEMENT MARKINGS The Contractor will remove the 4” solid white or yellow edge line(s) and centerline skips in traffic merging areas. Limits of removal will be determined in the field by the Engineer. Existing pavement markings consist of epoxy paint. It is estimated that 5,400 feet of 4” white and yellow pavement marking paint will be removed from the centerline and edge lines. DETOUR RAMPS Existing NBL detour ramps at Exit 232 are to be removed once traffic on the mainline has been returned to normal. Location of signs for traffic control is diagrammatic. Portable stands may be used on the shoulders or on driving lanes closed to traffic, if the duration is not more than 3 days. If the duration is more than 3 days, the signing will be mounted on fixed location, ground mounted, breakaway supports. All operations will be confined to a 12 ft lane plus the shoulder, leaving the adjoining 12 ft lane open for thru traffic. A maximum of two closures for divided highway will be measured and paid for. If more closures are utilized, additional cost of signing, 4” Temporary Pavement Marking Tape Type 1, and barricades will be at the Contractor’s expense.

Maintenance of existing delineators will be the Contractor's responsibility. If interchange on-ramp traffic will encounter construction activity before reaching the “ROAD WORK AHEAD” and “RT or LT LANE CLOSED AHEAD” mainline signs, a “ROAD WORK AHEAD” sign, “RT or LT LANE CLOSED AHEAD” sign, and a “SPEED LIMIT” sign will be placed along the on-ramp before reaching mainline. The traffic control signs designated on the standard plates for movement within the manned work area will be maintained by the Contractor in a manner that will assure they are never permitted to be further than one (1) mile from the manned work activity. Furthermore, no speed limit sign will be improperly displayed or left in place inappropriately. WORK ZONE SPEED REDUCTION The Department is required to obtain a speed reduction resolution prior to the installation of any SPEED LIMIT (R2-1) signs shown on standard plate 634.63 or as shown in the plans. To provide adequate time for the resolution to be enacted, the Contractor will inform the Engineer a minimum of 3 weeks prior to the scheduled installation of any work zone speed reduction signs on the project. The information provided by the Contractor will include the anticipated date of sign installation, the newly reduced speed limit, the location of the work zone, and the anticipated completion date of work requiring the speed reduction.

C4 C27

STATE OF I PROJECT

SOUTH

I IM-FP 0299(691213 DAKOTA NH-P 0010(1181361

Plotting Dote: 12/17/2019

,.... .... ,.... rr ,.... ::.

w ...J ([ u Ul

t-0 ...J 0..

N -~ ~ a: t-

15 a: LL

§ ti a:

I SHEET I NO,

I I TOTAL

SHEETS

w :::E ([ z t­o ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

LL

OVERWIDTH DETOUR AND EXIT SIGN TABULATION

Quantity Sign CodeWidth

Inches

Height

InchesSign Description Color Sq. Ft.

Total

Sq. Ft.

41 M1-1 24 24 INTERSTATE ROUTE MARKER RED/WHITE/BLUE 4.00 164.0

41 SPECIAL 36 12 OVERWIDTH BLACK/WHITE 3.00 123.0

41 M4-8 24 12 DETOUR BLACK/ORANGE 2.00 82.0

21 M3-1 24 12 CARDINAL (NORTH) WHITE/BLUE 2.00 42.0

19 M3-3 24 12 CARDINAL (SOUTH) WHITE/BLUE 2.00 38.0

13 M6-1 21 15 DIRECTIONAL ARROW WHITE/BLUE 2.19 28.4

8 M5-1R 21 15 DIRECTIONAL ARROW WHITE/BLUE 2.19 17.5

5 M5-1L 21 15 DIRECTIONAL ARROW WHITE/BLUE 2.19 10.9

4 M6-3 21 15 DIRECTIONAL ARROW WHITE/BLUE 2.19 8.8

2 M6-2 21 15 DIRECTIONAL ARROW WHITE/BLUE 2.19 4.4

8 SPECIAL 84 30 NO VEHICLES OVER 13 FT WIDE BLACK/WHITE 17.50 140.0

3 SPECIAL 144 72 WRS-1 WIDTH RESTRICTION BLACK/WHITE/ORANGE 72.00 216.0

1 SPECIAL 144 72 WRS-2 WIDTH RESTRICTION BLACK/WHITE/ORANGE 72.00 72.0

2 SPECIAL 144 72 WRS-3 WIDTH RESTRICTION BLACK/WHITE/ORANGE 72.00 144.0

3 SPECIAL 144 72 WRS-4 WIDTH RESTRICTION BLACK/WHITE/ORANGE 72.00 216.0

1 SPECIAL 144 72 WRS-5 WIDTH RESTRICTION BLACK/WHITE/ORANGE 72.00 72.0

2 SPECIAL 144 72 WRS-6 WIDTH RESTRICTION BLACK/WHITE/ORANGE 72.00 144.0

4 SPECIAL 54 18 OVERWIDTH BLACK/ORANGE 6.75 27.0

2 SPECIAL 72 42 EXIT 232 (with directional arrow) WHITE/GREEN 21.00 42.0

1 SPECIAL 72 42 EXIT 232 - 1000 FT WHITE/GREEN 21.00 21.0

2 SPECIAL 96 60 EXIT 232 NORTHBOUND CLOSED BLACK/ORANGE 40.00 80.0

2 SPECIAL 60 24 CLOSED BLACK/ORANGE 10.00 20.0

TOTAL : 1713.0

ITEMIZED LIST FOR TRAFFIC CONTROL SIGNS PCN 02PVEXPRESSWAY / INTERSTATE

SIGN

CODE SIGN DESCRIPTION NUMBER SIGN SIZE

SQFT

PER SIGNSQFT

0.000001

R1-2 YIELD 2 36'' 3.9 7.8

R2-1 SPEED LIMIT 45 4 36'' x 48'' 12.0 48.0

R2-1 SPEED LIMIT 65 28 36'' x 48'' 12.0 336.0

R2-1 SPEED LIMIT 80 4 36'' x 48'' 12.0 48.0

R2-6aP FINES DOUBLE (plaque) 10 36'' x 24'' 6.0 60.0

R4-1 DO NOT PASS 17 36'' x 48'' 12.0 204.0

R5-1 DO NOT ENTER 3 36'' x 36'' 9.0 27.0

R8-4 EMERGENCY PARKING ONLY 7 48'' x 36'' 12.0 84.0

R11-2 ROAD CLOSED 25 48'' x 30'' 10.0 250.0

W1-4 REVERSE CURVE (L or R) 3 48'' x 48'' 16.0 48.0

W1-6 LARGE ARROW (one direction) 2 60'' x 30'' 12.5 25.0

W3-2 YIELD AHEAD (symbol) 2 48'' x 48'' 16.0 32.0

W3-5 SPEED REDUCTION AHEAD (__ MPH) 2 48'' x 48'' 16.0 32.0

W4-1 MERGE (symbol) 3 48'' x 48'' 16.0 48.0

W4-2 LEFT or RIGHT LANE ENDS (symbol) 8 48'' x 48'' 16.0 128.0

W5-4 RAMP NARROWS 2 48'' x 48'' 16.0 32.0

W6-3 TWO WAY TRAFFIC (symbol) 24 48'' x 48'' 16.0 384.0

W7-3aP NEXT __ MILES (plaque) 14 36'' x 30'' 7.5 105.0

W8-1 BUMP 4 48'' x 48'' 16.0 64.0

W8-6 TRUCK CROSSING 4 48'' x 48'' 16.0 64.0

W13-1P ADVISORY SPEED (plaque) 7 30'' x 30'' 6.3 44.1

W20-1 ROAD WORK AHEAD 12 48'' x 48'' 16.0 192.0

W20-2 DETOUR AHEAD 4 48'' x 48'' 16.0 64.0

W20-4 ONE LANE ROAD AHEAD 2 48'' x 48'' 16.0 32.0

W20-5 LEFT or RIGHT LANE CLOSED AHEAD 8 48'' x 48'' 16.0 128.0

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

W21-5a LEFT or RIGHT SHOULDER CLOSED 2 48'' x 48'' 16.0 32.0

W21-5b LEFT or RIGHT SHOULDER CLOSED AHEAD 2 48'' x 48'' 16.0 32.0

SPECIAL EXIT 232 (45º ARROW) 2 60'' x 48'' 20.0 40.0

G20-1 ROAD WORK NEXT 15 MILES 2 48'' x 24'' 8.0 16.0

SPECIAL ROAD WORK NEXT 8 MILES --> 1 48'' x 24'' 8.0 8.0

SPECIAL ROAD WORK NEXT 7 MILES --> 1 48'' x 24'' 8.0 8.0

SPECIAL ROAD WORK NEXT 8 MILES <-- 1 48'' x 24'' 8.0 8.0

SPECIAL ROAD WORK NEXT 7 MILES <-- 1 48'' x 24'' 8.0 8.0

G20-2 END ROAD WORK 6 48'' x 24'' 8.0 48.0 0.000001

TRAFFIC CONTROL SIGNS TOTAL 2962 SQFTEXPRESSWAY / INTERSTATE

TRAFFIC CONTROL SIGNS SQFT2750.9

1

ITEMIZED LIST FOR TRAFFIC CONTROL SIGNS PCN 05EJCONVENTIONAL ROAD

SIGN

CODE SIGN DESCRIPTION NUMBER SIGN SIZE

SQFT

PER SIGNSQFT

0.000001

R4-2 PASS WITH CARE 2 24'' x 30'' 5.0 10.0

W8-1 BUMP 2 48'' x 48'' 16.0 32.0

W8-11 UNEVEN LANES 2 48'' x 48'' 16.0 32.0

W20-1 ROAD WORK AHEAD 4 48'' x 48'' 16.0 64.0

W20-4 ONE LANE ROAD AHEAD 2 48'' x 48'' 16.0 32.0

W20-7 FLAGGER (symbol) 2 48'' x 48'' 16.0 32.0

G20-2 END ROAD WORK 2 36'' x 18'' 4.5 9.0 0.000001

TRAFFIC CONTROL SIGNS TOTAL 2962 SQFTCONVENTIONAL ROAD

TRAFFIC CONTROL SIGNS SQFT211.0

1

C5 C27

STATE OF PROJECT

SOUTH IM-FP 0299(691213 DAKOTA NH-P 0010(1181361

Plotting Dote: 12/17/2019

,.... .... ,.... rr ,.... ::.

w ...J ([ u Ul

t-0 ...J 0..

N -~ ~ a: t-

15 a: LL

§ ti a:

I SHEET I NO,

I I TOTAL

SHEETS

w :E: ([ z t­o ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

LL

C6 C27

1 vv

ROAD 2 3 4 5 WORK END !Rl@/A\[Q) \WJ@[Rl[K\ !Rl@/A\[Q) \WJ@[Rl[K\ !Rl@ /A\ [Q) \WI @ IRl IK\

ROAD WORK IMIH{'ii' ~@ IKlil!IL~@ IM~l'ii' ii IKlil!IL~@ IM~I'ii' ~ IKlil!IL~@ AHEAD ={> <}=

G20-2 G20-1 G20-1 special G20-1 special

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299(69)213 NH-P 0010(118)361

Plotting Dote: 12/26/2019

--•1-(l)i--:CII'.

Exit 224 2

5 7 !Rl@/A\ [Q) \WI (Q) [Rl[K\ !Rl@ /A\ [Q) \WI @ IRl IK\

IM~l'ii' ii ll!IL~@ IM~I'ii' ~ ll!IL~@ <}= ={>

G20-1 special G20-1 special

TOTAL SHEETS

w :E <I z ,­a ...J 0..

z t:) 0

t:) z a ...J

I (/) z t:)

(/) z a ,­<I u a ...J 0 w X

LL I

> 0.. C\I (Sl /

w ...J

LL

C7 C27

.... LD LD

(J' (J'

w _J

<I u (/)

,-0 _J Q_

~ ,­z 0:: m 0:: ,-

:::E 0 0: lJ..

0 w ,­,-0 _J Q_

Type 3 Barricade Full Road Closure

• Tubular Marker

◊ 42"Cones

Ful I Roadway Closure

RI 1-2 (48"x30")

ROAD CLOSED

~~rLLLLL.JrLLLLLJ rLLLLLJ ~~rLLLLnrLLLLZ4rLLLLZ4 ~~~rLLLLL~rzLLLL.4 rzLLLL.4

8' 6' 6' 8' 8' 36' Type 3 Barricade

FULL ROADWAY CLOSURE

EXIT XXX

72" X 42"

W13-1 !24"x 24")

Fu I I Rood CI osure at entrance to Southbound on/off romps during Ramp closure period.

STATE OF SOUTH

DAKOTA

PROJECT SHEET TOTAL

IM-FP 0299(69)213 NH-P 0010(118)361

Plotting Date: 12/31/2019

Exit signs are White Legend and Border On a green background.

Exit signs to be tabbed "CLOSED" during Ramp closure period.

EXIT XXX

1000 FT 72" X 42"

NO. SHEETS

42" Cones spaced 25' C to c.~--------

---Interstate Lones

on RornP

Remove 150' -------... ..iP

End typical Two Way Traffic center I ine delineation see sheet C6 and C7

EXIT XXX

72" X 42"

W13-1 !24"x 24")

Begin Tubular Rood Markers at 10' C to C spacing

Exit signs are White Legend and Border On a green background.

Exit signs to be tabbed "CLOSED" during Ramp closure period.

-----200'

DO NOT

PASS R4-1 (36"x 48")

End Tubular Road Markers at 10' C to C spacing. Begin Typical Two Way Traffic center I ine Delineation see sheet C6 and C7.

SPEED LIM IT

55 R2-1 30"x36"

Tubular Markers may be used in place of the 42" Cones on the existing pavement along the ramps and main I ine. Spacing wi I I remain the same as if using 42" Cones.

Tubu I or Markers wi I I be p I aced at 1 O' spacing on center I ine to separate Two-way Traffic in Merging Areas

w :::E <I z ,-0 _J Q_

z <'.) 0

<'.) z 0 _J

I (J)

0:: ::::, 0 ,-w 0

I Q_

:::E <I 0:

I > Q_ N (S) /

w _J

lJ..

C8 C27

(") I'-(")

i ~ .. -w _J <[ u (/)

f-0 _J (L

~ f­z 0:: (Il

0:: f-

::,: 0 0:: LJ..

0 w f­f-0 _J (L

SPEED LI MIT

55 R2-I 30"X36"

~~~LJ it~

~

I: ~ ~~

C'\J ~ ._:_ ~~

Q:~ SPEED [D)(g) ,,

LI MIT ~(g),r \)\Co

55 ,,~

rP>~oo \)\Co

R2-I R4-1

30"X36" 36"x48"

End typical Two Way Traffic centerline delineation begin Tubular Road Markers Remove existing edgeline

at IO' C to C spacing

Type 3 Barricade Full Rood Closure

RI 1-2 (48"x30")

ROAD CLOSED

~ ~ rLLLLZJrLLLLZJ rLLLLZJ ~ ~ rLLLLL.4rLLLLn rLLLLn ~~'""1rzLLLnrLLLLL.4 rLLLLL.4

8' 6' 6' 8' 8' 36' Type 3 Barricade

FULL ROADWAY CLOSURE

RI 1-2 (48"x30")

ROAD CLOSED

~ rLLLLZJ rLLLLZJ • Tubular Marker ~ rLLLL.n rLLLLn

~rzLLLn rLLLLL.4 ◊ 42"Cones

8' 6' 8' 22' Type 3 Barricade

RAMP CLOSURE

~~~

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299(69)213 NH-P 0010(118)361

Plotting Date: 12/31/2019

SHEET TOTAL NO. SHEETS

Ful I Road Closure at entrance to Southbound on/off ,amps during Ramp closure period. )

42" Cones Spaced 25' C to C Ramp Closure

,, \)\Co

,,~ \)\Co

4" yellow Paint o, temporary road ma,ke, © 5 foot spacing.

4" white Paint o, temporary road ma,ke, © 5 foot spacing

RS-1

End Tubular Road Markers at IO' Center to Center spacing.

{48"x 48"1

Begin Typical Two Way Traffic centerline Delineation see sheet C6 and C7.

Tubular Markers may be used in place of the 42" Cones on the existing pavement along the ,amps and main I ine. Spacing wi I I remain the same as if using 42" Cones.

~' 42"Cones Spaced 25' C to C

Tubular Markers will be placed at IO' spacing on centerline to separate Two-way Traffic in Merging Areas

w ::,: <[ z f-0 _J (L

z 0 0

0 z 0 _J

I (/)

0:: ::J 0 f­w D

I (L ::,: <[ 0::

I

> (L N lSl /

w _J

LJ..

C9 C

27

~ l A I i II l121

J J 19

rn X

~-r-: 2 0 .. · ~

0 (D

-+ 0 ~

33 I 34 35 36 31 32 33 31

26

I , I " , r 11 i =fr===!i 25 30 29 28

' ' n ' '

0 (D

-+ 0

' ' [D

' '

0 (D

-+ 0

' ' )>

' '

==:;:=-= ;=:=

4 I 3 2 ~ 6 5 4 LT..L,.~~~~H 6

II 12 I 7 8 9 H 7 ii

. t ',: 16 14 13 18 17 16 13 18

" " m " ,. 'I " : I " z, I IL 23 24 ·1·

.-----

~

28 27 26 25 30 29

33 34 35 36 31 32

I II ~fi

10 II 12 8

16 15 14 13 17

23 I 20

26 29

------ 32

4 2

27 26 25 30

35 36 31 (ff33 ~ 34

L-=l I I \

10

16 15

8 21 ~ 22 I

B 28 H 27 I

119 ST

# 33 ~ 34 ~

2 c;

II

14

23

26

35

~1~

r 13 I 18

~ 24 I 19

118 ST =

H 25

I i ij 120ST~n

10

2 I 121 ST --=7 ~ I

9 11 10 8 9 10 v

II

122 ST ~ ~ ::===--➔ -

16 15 18 16 17

~ 14

123 ST

.. "'

21 22

~ I; 26 ~'~ co

28 H ~ 21 "" I

"'

~ ~ 33 34 35

2 □ 6

I I

I

I 29

----.. "' "' 32 ,,. < ,.,

21 22

28 27

"' 24 ,,. 23 31 < ,.,

c___J 2UJ -,--- - - ..

"' "' 26 ,,. < ""

125 ST 125 ST .. ~ 7 35 12 ,,. ;:'i

,. Ir "' .. ; \\; 34

~-1<;:'i 126 ST H II --,==:-1-----c;= .. ==='=I= 13 18

-~ J ~11/rn

~ 7

9 u 119,

,1

II ~ '17\·'" P>< B I 9 I I 0

\ ...... BI ==Ji

23 19

F°

FILE - ... \02PV_OVERWIDTH DETOUR.DGN

0 (D

-+ 0

' ' 0

' '

PLOT NAME - I

© ~ [nn] ~

~ c:::::::::J

Cg 9 2S

Cg [nn] 9 © 6 ~

:0 a, < Ill a, a.

"' I

"' I

"' 0

"' 0

'­:0

v> --<

"' J> o--< '=,"' :i: 0 ..,

z-:c;:: I I .,,,

"tl

00 "' ~I\) 0 0 I~ Ol.O :;; =~ ~ ~c:n (X)l,l)

lJJI\) c:n~ ~lJJ

~I

C10 C27

w ...J <[ u (/)

t­o ...J Q.

N

,-z a: m a:: ,-

w > <r:

co u) s;:::j-

fiJ '

WRS-1

(Q) \Yl ~ ~ \YM ~ [Q) 1r [HJ

Deto1

Exrt 224

w > <r:

34 m 35 u) s;:::j-

OD--4 OD-15

I OD-10

Oll-5] \ 2 OD-9

~ A

4/ 4 •

%"i A

~ OD-13

OD-11 OD-12

WRS-1

WRS-3

11 A 11

w > <r: w

> <r:

l.D s;:::j- N

l.D s;:::j-

0 -13 -16 6

WRS-1

~

OD-12 7

OD-11

OD-1-4

..o....a.

WRS-2

H

w :E: <[ z t­o ...J Q.

z 0 o 0: ::::, o ,-w o I ,-o :3 a:: w > o

I > Q. N ISi /

w ...J

LL

C11 C27

0..

o" ex. 0 00

S'

~t ..

WRS-6 ~ OD-2 OD-3

(Q) \Yl ~ ~ \YM7 ~ [Q) LI O=O [Q) ~ LI (Q) lUJ ~

.. ,,

OD-8

De to I I II B 11

22 127 23

OD-2

00-3 \

OD-15

/ 26 00-9 OD-S OD-8 ~ :i~B / OD-4 ~ Cl Cl_....,. q

10 -·~ .. •~ 00-IS

00-12 35

OD-10 OD-11

OD-9

,,

I OD-16

Exrt 232

24 19

OD-16 25 30 WRS-6

~/

--7 11

II II II II

OD-17

31

5

w :::;: ([ z >-0 ...J 0..

z 0 0

a: ::::l 0 >­w 0

:c >­□ 3 a: w > 0

I > 0.. N lSl /

w ...J

LL

C12 C27

N <.O

M (X) (J' M

LJ.J ...J <[ u (/)

t­o ...J a.

N

t-z ii: cc a: t-

:::;: 0 a: LL

0 LJ.J t-t-0 ...J a.

Deto1 I IC I I

\ II.:J=mbo::::=co=o=-t--=i=r::: 1 ~I~ ::::::CC1 1 :::::::::::::::II; ~

WRS-4 OD-5

Cl

D-- II a'---.. OD-15 I A "- I I ~OD-10 11

Oll-9 :: r:::r:II::ci:::cc:=cI:=I:::I:::r::J=fJ:=t--- 1-------r--

28

_____ .. OD-8

27 25

33 34 35 36

4 3 2

I I

STATE OF 1----P_R□_JEC_T ----I s~~:T s~i1~~ SOUTH

DAKOTA

N

IM-FP 0299(69)213 NH-P 0010(118)361

Revised 5-9-2020 JR

LJ.J :::;: <[ z t­o ...J a.

z 0 0

a: :::, 0 t­LJ.J 0

I t­o

"' a: LJ.J > 0

I > a. N CSl /

LJ.J ...J

LL

C13 C27

Q.

\ \

\ I

OD-2

(9) ~

.. OD-3 ~

OD-8

28

33

Deto1

27

34

OD-16 26

35

11 D 11

WRS-3

30

1---------; ~=crI:::r=r=i

245

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299<69>213 NH-P 0010(118)361

TOTAL SHEETS

Revised 5-9-2020 JR

lJ.J :::;: <[ z t­o ...J Q.

z 0 0

a:: ::::) 0 t­UJ 0

J: t­o 3 a:: lJ.J > 0

I > Q. N (SI /

lJ.J ...J

LL

C14 C27

(D

M (I' ... (\J

w -' ([ u Cf)

t­o -' a.

(\J

t­z O'. (D O'. ,_

:::s: 0 O'. LL

0 w t­,_ 0 -' a.

OD-1

[ OVERWIDTH ]

0D-9

II OVERWI DTH II

II DETOUR II

INORTH)

0D-2 0D-3

II OVERWIDTH II II OVERWI DTH II

II DETOUR II II DETOUR II [SOUTHI IISOUTHII

0D-10 0D-11

II OVERWIDTH II II OVERWIDTH II

II DETOUR II II DETOUR II

[NORTHI [NORTH)

0D-4 0D-5

II OVERWI DTH II II OVERWIDTH II

II DETOUR II II DETOUR II IISOUTHI [SOUTHII

INTERSTATE

29

~

0D-12 0D-13

II OVERWIDTH II II OVERWIDTH II

II DETOUR II II DETOUR II

[NORTHI [NORTH]I

0D-6 0D-7

II OVERWI DTH II II OVERWI DTH II

II DETOUR II II DETOUR II [SOUTHII [SOUTHI

[Z]

0D-14 0D-15

II OVERWIDTH II II OVERWI DTH I I DETOUR II II DETOUR!

[NORTH) [NORTH]I

STATE OF PROJECT

SOU™ IM-FP 0299(691213 DAKOTA NH-P 0010(118)361

P1ottino Dote: 03/27/2020

0D-8

II OVERWI DTH II

II DETOUR II [SOUTHI

OD-16 0D-17

II OVERWIDTH II NO VEHICLES II DETOUR II

OVER 13 FT WIDE

TOTAL SHEETS

w :::s: ([ z t­o -' a.

z (:)

~ z ~ Cf) w 0

Cf) O'. :s

I > a. (\J ISl /

w -' LL

C15 C27

Q.

NO VEHICLES Spec i a I 84 "X30 11

OVER 13 FT 11DE

II OVERWI 0TH ]J

M1 -1 24 "X24"

3 6 ''X 1 2 II

M4-8 2 4 11 X 12 11

M3-3 24"X12"

M3-1 2 4 "X 1 2 II

E!J la

Interstate Shield, Directional Arrows and Cardinals, as per Standard Highway Catalog for Interstate Signing.

M6-1 21 "X15"

M5-1 R 21 "X 1 5 11

M5-1 L

21 11 X 1 s 11

M6-3 21 11 X 1 s 11

M6-2 21 11 X 1 s 11

4' -6" ~u OVERWIDTH ]1::, 6" 42" 6"

Backgound - O,ange

a <.D

I -N

Bo,de, and Legend - Black

STATE OF ___ PR_OJE_CT __ ---1 s~~~T s~11~~ SOUTH

DAKOTA IM-FP 0299169)213 NH-P 00101118)361

Plotting Date: 03/27/2020

[ 0 VE RW I D TH ] Spec i o I 5 '1 "X 1 8 "

W20-2 48 11 X48 11

7 1 -0"

NO VEHICLES OVER 13 FT WIDE

9. 1 ,) 69, 8,,

Backgound - White

9. 1 ,)

Bo,de, and Legend - Black

3 1 -0"

3,5" 29,1" 3,4"

Backgound - White

6. 75"

6"D

4, 5"

6"D

6, 75"

Bo,de, and Legend - Black

UJ :::E ([ z t­o ...J Q.

z t:)

~ z ~ Ill UJ 0

Ill 0: 3

I > Q. N ts:I ,-:

UJ ...J

LL

C16 C27

CX)

lSl er "" M

w ...J <[ u (/)

t­o ...J D..

N ,­z a: CD a: ,-

~ 0 a: LL

0 w ,­,-0 ...J D..

' 0 I

<D

WRS-1 12' -0"

22.9" 22.4' WIDTH RESTRICTION 4.5"0 5"0

2. 5' NORTH liNrrnim\

18' ~ 13 FT MAXIMUM 44. 6"

24 .1' USE OVERWIDTH DETOUR BORDER .2' 129.6" R=5.25" TH=1"

29"

25"

BORDER R=S.25" TH=2"

WRS-2 12' -0"

WIDTH RESTRICTION ~

~ 13 FT MAXIMUM

USE EXIT 224 34. 95 " 74. 1 " 34. 95 "

~ 5

8

4 ~

1

8

1

'~ 4

8

, 5

'2'

7

1 O"D

5 ~ 9

1 O"D

9

t2 4

8 "D

6

• 7"

"D

,,1"

3,9"

"D

1.3"

" '7"

"D

• 7"

25.6'

' ? 18' ;.,

28. 4'

BORDER R=9" TH=2"

Typlcol Layout r

Background - Orange, Legend and Border - Black

Background - White, Legend and Border - Black Shield as per Standard Highway Sign Catalog

Background - White, Legend and Border - Black

'I,,.

WRS-3 12' -0"

,, .._

WIDTH RESTRICTION ~ 13 FT MAXIMUM ~

2 MILES AHEAD

.. USE OVERWIDTH DETOUR~ 7. 2' 129.6" 7 .2'

.._

~

6.2"

10"□

8"0

0. 1"

8"0

8"0

5-3"

Plotting Dote: 03/31/2020

w ~ <[ z t­o ...J D..

z ('.) D

z ('.)

(/) w 0

(/) a: 3'

I > 0.. N lSl /

w ...J

LL

C17 C27

... cs, CD CD ... M

LJ.J ...J <C u (/)

>­a ...J a.

N

>­z a: ID a: >-

:E 0 a: LL

0 LJ.J >­>-0 ...J a.

' 0 I

U)

WRS-4 12' -0"

5. 7"

22.9" 22.4" WIDTH RESTRICTION 8"0

4. 7" -----------,~" 4.5"0 5"0

2.s'

18"

44. 6"

SOUTH /iimiiswe\

~ 13 FT MAXIMUM 13.9"

8"D

11.3"

t----------------1 f\ .. 24

•1

" USE OVERWIDTH DETOUR 0 " 0

s. 7" ~---------~ BORDER 7.2' 129,6" 7 .2' R=5.25" TH=1"

WRS-5 12' -0"

7"

29 " WIDTH RESTRICTION 10"0

5" -------------------12" ' IINTEiisim\

9"

~ 10" ~ 13 FT MAXIMUM

9"

10"D

....... --------------~:: USE EXIT 246 8"D

BORDER 34. 65" 74. 7" 34. 65" R=5.25" TH=2"

' 0 I

;,,

STATE OF I PROJECT I SHEET I TOTAL NO. SHEETS

SOUTH I [M FP 0299(69)213 DAKOTA NH-P 0010(118)361 I I

Plotting Date: 05/09/2020 Revised 5-9-2020 JR

WRS-6 12' -0"

6,65"

WIDTH RESTRICTION 8"0 27"

5, 7" ~"

/iimiiswe\ 9"

~ 13 FT MAXIMUM 18" 8"D

12. 3"

t----------------1,~" 5. 7"

27,, USE OVERWIDTH DETOUR 0 "0

6,65" ~---------~ BORDER 7. 2' 129, 6" 7.2' R=S.25" TH=1"

LJ.J :E <C z >-0 ...J a.

z t'.l 0

z t'.l

(/) LJ.J 0

(/) a: 3

I > a. N cs, /

LJ.J ...J

LL

C18 C27

...

a.

8 1 -0"

1 1 " 1 3" INTERSTATE

1 2" 2'9 ~)/4~u ~~~ S"EM ~ 6" 0

[NJ (Q) ~ Li [}={] ~ (Q) (UJ [NJ [Q) I S"EM LI)

37 II

BORDER 1 ~ 1111"

R=5" TH=2" I N=1. 5"

Exit 232

6"

©[L@©~[Q) S"EM

1 1 "

so. 7"

Signs to be installed fo, duration of Ramp Closure Rll-2

(<48">e30")

I CL~D I ~· ..... -~~ ~ ............. t##™4t##™4

40' Type 3 Barricade <Double Sided) FULL ROADWAY CLOSURE

Exit 224

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299(69)213 NH-P 0010(118)361

PlottinQ Dote: 12/31/2019

State Furnished Changeable Message Sign

Message -EXIT 232

CLOSED

USE ALT.

ROUTE

Contractor wi I I instal I Changeable Message Signs outside the 30' Clea, Zone.

TOTAL SHEETS

UJ ::;: <C z t-0 ...J a.

z 0 D

0 z z 0

(/) I

UJ er :) (/) 0 ...J u

I a. ::;: <C er

I > a. N ISi /

UJ ...J

LL

C19 C27

GUIDES FOR TRAFFIC CONTROL DEVICES RAMP SIGNING DETAILS

ON-RAMP AND OFF-RAMP

~ Rl-2

5'-6'

L

SPACING 25' C.TO C. EXIT

~

5'-6'

L

NOTE: Quantity included in the Sign Tabulation.

(48"x48"l

This layout will be utilized with lane closure standard plate 634.63

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 02991691213 NH-P 001011181361

Plottino Dote: 12/31/2019

TOTAL SHEETS

... 0 ...J a.

z t:) 0

t:) z z t:)

(/) I

a. :::;: <[ er /

w ...J

LL

C20 C27

M tSl

w w

w ...J ([ u en .... 0 ...J 0..

N

.... z a: CD a: ....

::>: 0 a: LL

0 w .... .... 0 ...J 0..

-lD

I

803 11

8 11 E

BORDER R=511 TH=2 11

5'-0 11

,-, --, \ I I

\ \/ I \ I I \

I " \ I I \ \

!... _./ ,_ '_.

Signs will be installed ot the following Location~

EXIT 232 Northbound Lone

Signs will hove Green background/ White Legend and border.

7 03 11

I0 11 E

503 11

403 11

8 11 EM

603 11

503 11

8 11 E

-

lD I

BORDER R=6 11

TH=2 11

-

0 I

-

N

PROJECT STATE OF SOUTH

DAKOTA IM-FP 0299(69)213 NH-P 0010(118)361

P1ottino Dote: 1213112019

Tab will be placed over existing signs ot Exit 232 during romp closure

Signs will hove Orange background/ Block Legend no border

5' -6 11

311

8 11 EM

311

5'-0 11

404 11

I0 11 E

0 311

505 11

7 06 11

TOTAL SHEETS

w ::>: ([ z .... 0 ...J 0..

z t'.) 0

vi z ~ en

I .... x w

I > 0.. N tSl /

w ...J

LL

C21 C27

,.... .... ,.... rr ,....

w ...J ([ u Ul

t­o ...J 0..

* Posted Spacing of

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

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

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

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

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

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

* (f)

f

Prior to Work

CM.P.H.l 0 - 30

35 - 40 45 - 50

55 60 - 80

WORK SPACE

Published Date: 1st Dtr. 2020

s D D 0 T

GUIDES FOR TRAFFIC CONTROL DEVICES WORK BEYOND THE SHOULDER

Signs <Feet!

CA) 200 350 500 750

1000

April 15, 2015

PLATE NUMBER

634.01

Sheet I Of I

<(

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

f

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299(691213 NH-P 0010(1181361

Plotting Dote: 12/17/2019

Posted Spacing of Speed Advance Warning

Prior to Signs Work (Feet)

CM.P.H.1 CA) 0 - 30 200

35 - 40 350 45 - 50 500

55 750 60 - 75 1000

April 15, 2015

Published Date: 1st Dtr. 2020

s D D 0 T

GUIDES FOR TRAFFIC CONTROL DEVICES UNEVEN ROAD SURFACE

PLATE NUMBER

634.22

Sheet I of I

TOTAL SHEETS

w :::E ([ z t­o ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

L,._

C22 C27

,.... .... ,.... rr ,....

w ...J ([ u Ul

t­o ...J 0..

Posted Spacing of Spacing of Speed Advance Warning Channelizing

Prior to Signs Devices Work <Feet> <Feet>

<M.P.H.l !Al CGJ 0 - 30 200 25 35 - 40 350 25

45 500 25 50 500 50 55 750 50

60 - 65 1000 50

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

■ Channelizing Device

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

Warning sign sequence~ in opposite direction same OS below.

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

The ROAD WORK AHEAD and the END ROAD WORK signs may be omitted for short duration operations Cl hour or less).

For tack and/or flush seal operations, when floggers ore not being used, the FRESH OIL sign CW21-2l shall be displayed in advance of the liquid asphalt areas.

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

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

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

)11:!OM OVOl:I ON3

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

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

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

Published Date: 1st Dtr. 2020

s D D 0 T

l. ■

0 N

■ ■

t

>, 0 ;!:: L I Q) 0 Q. :,:: 0

0 ~t-1-

0 j Q) .Q - ~ C4-

0 4----' 0

<(

<(

L Q) I­C 0

(Qptionoll

GUIDES FOR TRAFFIC CONTROL DEVICES LANE CLOSURE WITH FLAGGER PROVIDED

June 3, 2016

PLATE NUMBER

634.23

Sheet I of I

© Reflectorized Drum

■ Channelizing Device

c:::=::::J Movable Concrete Barrier

* * For distances 1/2 mile or greater.

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

This standard plate shows one method which may be used to close o shoulder of a roadway for a long term project. The Highway Authority will determine if the use of barriers is required. If barriers are required, the layout details wil I be included elsewhere in the plans.

Published Date: 1st Dtr. 2020

s D D 0 T

t

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299(691213 NH-P 0010(1181361

Plotting Dote: 12/17/2019

Posted Spacing of Spacing of Speed Advance Warning Taper Channelizing

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

CM.P.H.l (Al <Bl (Cl Ill CGJ 0 - 30 200 I 80 25

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

60 - 65 I 000 780 50 *

0 0 LCl

t <(

ca

CA) !Bl 1000 1500 1125 50 *

* Spacing is 40' for 42" cones.

END ROAD WORK

G20-2 <Optional)

Delineation

Type 3 Barricade

iu

June 3, 2016

GUIDES FOR TRAFFIC CONTROL DEVICES SHOULDER CLOSED

PLATE NUMBER

634.61

Sheet I of I

TOTAL SHEETS

w :::E ([ z t­o ...J 0..

z 0 0

u.i ...J

~ t-

I > 0.. N <SI /

w ...J

L,._

C23 C27

,.... .... ,.... rr ,....

w ...J ([ u Ul

t­o ...J 0..

Posted Spacing of Speed Advance Warning

Prior to Signs Work (Feet)

(M.P.H.J (Al (B) CCI 0 - 30 200

35 - 40 350 45 - 50 500

55 750 60 - 65 1000

(A) (B) (C) 70 - 80 1000 1500 2640

**Speed oppropriote for location.

® Reflectorized Drum

■ Channelizing Device

ROAD WORK AHEAD sign is only required in advance of the first lane closure.

High speed is defined as having a posted speed limit greater than 45 mph.

Published Date: 1st Dtr. 2020

s D D 0 T

<(

■ ■

■

WORK ZONE SPEED REDUCTION FOR INTERSTATE AND HIGH

SPEED MULTI-LANE HIGHWAYS

SEE DETAIL A on Sheet 2 of 2

SPEED LIMIT * * 65 R2-I

December 23, 2019

PLATE NUMBER

634.63

Sheet I of 2

Posted Spacing of Speed Channelizing Taper

Prior to Devices Length Work <Feet! (Feet!

CM.P.H.) !GI (l)

0 - 30 25 180 35 - 40 25 320

45 25 600 50 50 * 600 55 50 * 660

60 - 65 50 * 780 70 - 80 50 * 960

* Spacing is 40' for 42" cones.

**Speed appropriate for location.

***Use speed limit designated for the condition when workers are present in the work space. Signs wil I be covered or removed when workers are not present.

.---- Flogger <As Necessary)

® Ref I ectorized Drum

■ Channelizing Device

=l::J: The Work Space wil I be a minimum of 500' from the end of the taper.

The FLAGGER sign wil I be used whenever there is a Flogger present.

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

E :::J E X 0 ~

<I) Q)

~ I.{) 0

0 <.O

.Y L 0 ;;:

0 z

E :::J E ·c ~ <I) Q)

~ ..,,

I =l::J: 42" cones may be used in pl ace of the drums shown in the taper if setup will not be used during night time hours.

0 0 I.{)

0 0 I.{)

4" white temporary pavement marking tape

X 0

~

0 0

for right lane closures, 4" yellow temporary pavement marking tape for left lane closures, or temporary raised pavement markers at 5' spacing wil I be ins ta I led in the taper when the lane is closed overnight, and along the tangent section where the skip lines do not exist and the lane is closed for more than 3 days.

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299(691213 NH-P 0010(1181361

Plotting Dote: 12/17/2019

t I t

■ ■

■

t I t DETAIL A

~ K G20-2

SPEED LIMIT

** 80 R2-I

SPEED LIMIT

** 65 R2-I

Type 3 Barricade

***

Necessary)

Arrow Board Sequential Chevron

December 23, 2019

Published Date: 1st Dtr. 2020

s D D 0 T

WORK ZONE SPEED REDUCTION FOR INTERSTATE AND HIGH

SPEED MULTI-LANE HIGHWAYS

PLATE NUMBER

634.63

Sheet 2 of 2

TOTAL SHEETS

w :::E ([ z t-0 ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

L,._

C24 C27

,.... .... ,.... rr ,....

w ...J ([ u Ul

t­o ...J 0..

o,s. o'-"-~~

r:>'; <::)

~ -: 0\13H\1 )ll:IQM 0\101:1

Posted Speed Length of

Prior to Longitudinal Work Buffer Space

CM.P.H.l <Feet) 20 115 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 65 645 70 730 75 820 80 910

© Reflectorized Drum

■ Channelizing Device

(D 4" White Temporary Pavement Marking

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

This procedure also applies when work is being performed in the lone adjacent to the median on a divided highway. Under these conditions, LEFT LANE CLOSED signs and the corresponding LANE REDUCT ION symbol signs wil I be used.

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

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

(IDUOJ+dQ)

~ 3

Published Date: 1st Dtr. 2020

I I I

I

I

I

I

I I I s D D 0 T

Posted Spacing of Speed Advance Warning Taper

Prior to Signs Length Work <Feet) <Feet!

t f CM,P,H,l (Al <Bl (Cl (L) 0 - 30 200 180

35 - 40 350 320 45 - 50 500 600

I 55 750 660 60 - 65 1000 780

(Al (B) (Cl 70 - 80 1000 1500 2640 960

~ 0 0 U')

- K G2O-2

13~ COptionoll

•• Posted Spacing of Speed Channelizing

■ Prior to Devices

■ Work <Feet) ■ CM.P.H.l !Gl

~ 0 - 30 25

■ 35 - 45 25 50 50 * 1// ■ 55 50 * E WORK 60 - 65 50 * :::J

■ ~ACE ,§ 70 - 80 50 * X

~ * Spacing is 40' for 0

~ ■ 42" cones.

If) (I) -~ ■ U')

L(I) ~r: (I) 0 4- 0 4- Q. t:3Vl

•••• •• 1 © ......... © Arrow Board

~© Sequentfal Chevron © _J

r® <.:) (ol ,u i I~., ~

)U\

© , ____ ,.Y ~

_jlrr> f <C ~

"\

~ t RIGHT LANE --- CLOSED CD AHEAD ~

c:f ~'1,

"\ ~ I'----------u ROAD

WORK

\ J_I - AHEAD :-.

c:f

f ~'1,

September 14, 2018

PLATE NUMBER GUIDES FOR TRAFFIC CONTROL DEVICES 634.64

LANE CLOSURE WITHOUT BARRIER Sheet I of I

PROJECT STATE OF SOUTH

DAKOTA IM-FP 0299(691213 NH-P 0010(1181361

Posted Speed

Prior to Work

(M.P.H.l 0 - 30 35 - 40

45 50 55

Plotting Dote: 12/17/2019

Spacing of Advance Warning

Signs <Feet)

!Al <Bl CCI 200 350 500 500 500

<Al (Bl (Cl

Spacing of Toper Channelizing

Length Devices <Feet) (Feet)

CU (Gl 180 25 320 25 600 25 600 50 660 50

60 - 65 500 1000 1300 780 50 70 - 80 500 I 000 I 300 I I 25 50

~--~--------;::=.R~O_A-:....D-~-~----~ Clnti~

Wl-61 +-I CLOSED Rll-2

ARRA I~ ~ ~

FULL ROADWAY CLOSURE

© Reflectorized Drum

®42" Cone (c\ R2-I

lmlmll" Type C Advance Warning Arrow Board \.s-1 C4B'x60"l

/4\ 4" White Temporary Raised Pavement Markers SPEED W LIMIT G) 4" Yellow Temporary Raised Pavement Markers 6 5

*** ffl Portable Changeable Message Sign ....._ _ _,

---- Direction of Traffic R2-6aP

:e=:e: Temporary Center Line (See Below)

@ END

Install Tubular Markers at a spacing of 80', ROADWORK

_JIN

--+~f-----ri---+- and two lines of 4" Yellow Temporary Raised c20-2 Pavement Markers at 5' spacing to make C48"x24'l

_J a Double Solid Yellow Line as shown.

Tubular Tubularl

~arker Temporary Ralsed~Marker

Pavement Markers

5' oa 5' oa+ +Ill 5' Ill 5' Ill 5' Ill 5• oa 5' 0 _J oa oa rn rn rn lll5 rn 1- 80· .. I

Temporary Center Line

[81 Every 2 miles

* End of curve

DO CD NOT PASS

* * Need and safe speed to be R4-1 determined at site. Use WI -3 C48'x60'l

NEXT XX MILES

W7-3aP

ri\ SPEED ~ LIMIT

*** 80 REVERSE TURN sign for R2-I speeds of 30 M.P,H, or less. 14B'xGO'l

*' • Oc othec speed os oppllcoble, ~@ ~ ~o~

\J!Y) NEXT XX MILES * *

~

AAl\w ROADWORK ~ ~ G20-I MPH

W13-IP W13-IP

June 9, 2017

Published Date: 1st Dtr. 2020

s D D 0 T

GUIDES FOR TRAFFIC CONTROL DEVICES MEDIAN CROSSOVER ON DIVIDED HIGHWAY

PLATE NUMBER

634.66

Sheet I of 2

TOTAL SHEETS

w :::E ([ z t­o ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

L,._

C25 C27

,.... .... ,.... rr ,....

w ...J ([ u Ul

t­o ...J 0..

<!

Published Date: 1st Dtr. 2020

f f

s D D 0 T

® Relectorized Drum

©42" Cone

~ Type C Advance Warning Arrow

~ CD 4" White Temporary Raised Pavement Markers tj CD 4" Yellow Temporary Raised Pavement Markers

m Portable Changeable Message Sign

-ct ---- Direction of Traffic Onlyl

:e=9: Temporary Center Line (See Below)

Install Tubular Markers at a spacing of 80", and two lines of 4" Yellow Temporary Raised Pavement Markers at 5' spacing to make a Double Solid Yellow Line as shown.

Tubular Tubulal

~arker Temporary Raised~Marker

Pavement Markers 5· rn 5· Ill L Lrn 5· Ill 5· rn 5· Ill 5· DD 5· a

Ill lll1 1 Ill Ill Ill Ill 5 DD R2-6aP

1- 80' .. 1 Temporary Center Line

181 Every 2 miles

* End of curve

* * Need and safe speed to be determined at site. Use Wl-3 REVERSE TURN sign for speeds of 30 M.P.H. or less.

***Or other speed as applicable.

R2-I <4B'x60'l SPEED ® LIMIT

*** 65 Posted Spacing of Spacing of Speed Advance Warning Taper Channelizing

R2-6aP@

END ROADWORK

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

CM.P.H.l (Al (Bl <Cl (LI (GI 0 - 30 200 180 25 35 - 40 350 320 25

45 500 600 25 50 500 600 50 55 500 660 50

<Al (8) !Cl 60 - 65 500 1000 1300 780 50 70 - 80 500 1000 1300 1125 50

G20-I

GUIDES FOR TRAFFIC CONTROL DEVICES MEDIAN CROSSOVER ON DIVIDED HIGHWAY

G20-2 (48'x24'l

NEXT XX MILES

W7-3aP

DO CD NOT PASS

R4-I <48'x60'l

fl\ SPEED ~ LIMIT

*** 80 R2-I

(48"x60'l

June 9, 2017

PLATE NUMBER

634.66

Sheet 2 of 2

® Reflectorized Drum

■ Channelizing Devic

CD 4" White Temporary Pavement Marking

CD 4" Yellow Temporar Pavement Marking

:e=e: Temporary Cente Line

* If needed

* * Need and safe speed to be determined on site by the Highway Authority.

The channelizing devices shal I be drums or 42" cones if traffic control must remain overnight.

Temporary EXIT signs shal I be white on green.

Published Date: 1st Dtr. 2020

<.O (I)

<.O -~ -i ....J ,.,, <.O ffi (I)+­+- C

~~ 0...

>, °OL LO OL "O 0 Co_ OE +- (I) Vl 1-

(]) L (I) 0 Vl 4--

CJ)

C

- u oo LO Q. NV)

Ll1 N

<.O (I)

<.O -~ -i ....J ,.,, <.O ffi (I)+­+- C

~~ 0...

>, "O L LO OL "O 0 C 0. OE +- (I) Vl1-

(]) L (I) 0 Vl4-

s D D 0 T

f

f

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299(691213 NH-P 0010(1181361

Plotting Dote: 12/17/2019

Posted Spacing of Speed Channelizing

Prior to Devices Work (Feet I

<M.P.H.l (Gl 0 - 30 25

35 - 45 25 50 50 55 50

60 - 65 50 70 - 75 50

80 50

RAMP **

xx MPH W13-3

XXX , <60"x48"l

EXIT

xx MPH W13-2

GUIDES FOR TRAFFIC CONTROL DEVICES MEDIAN CROSSOVER FOR EXIT RAMP

**

EXIT XXX 10th Street ,

<60'x48'l

EXIT XXX 10th Street

1000 FT (60'x48"l

June 3, 2016

PLATE NUMBER

634.67

Sheet I of I

TOTAL SHEETS

w :::E ([ z t­o ...J 0..

z 0 0

u.i ...J

~ t-

I > 0.. N <SI

--:

w ...J

L,._

C26 C27

,.... .... ,.... rr ,....

w ...J ([ u Ul

t­o ...J 0..

Posted Spacing of Speed Advance Warning L

Prior to Signs Work (Feet! (Feetl

(M.P.H.l CAI CBI 45 - 50 500 600

55 750 660 60 - 65 1000 780

!Al (B)

70 - 80 I 000 1500 1125

Posted Spacing of Speed Channelizing

Prior to Devices Work <Feet)

CM.P.H.J CG) 0 - 30 25

35 - 45 25 50 50 * 55 50 * 60 - 80 50 *

* Spacing is 40' for 42" cones.

■ Channelizing Device

(1) 4" White Temporary Pavement Marking

** Need and safe speed to be determined by the Highway Authority.

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

The channelizing devices shal I be drums or 42" cones if traffic control must remain overnight.

Truck off-tracking should be considered when determining whether the I 0-foot minimum lane width is adequate.

Published Date: 1st Dtr. 2020

s D D 0 T

t

<(

l*"il ~ W13-IP

COptlonall

aJ

GUIDES FOR TRAFFIC CONTROL DEVICES PARTIAL EXIT RAMP CLOSURE

OR

June 3, 2016

PLATE NUMBER

634.69

Sheet I of I

6' to 12'

RURAL DISTRICT

* E :::J .§ C

::::;

in

E E :::J E :::J

·c E ·c :i :i in ;:...

URBAN DISTRICT * If the bottom of supplemental plate is

mounted lower than 7 feet above a pedestrian walkway, the supplemental plate should not project more than 4" into the pedestrian facility.

PROJECT STATE OF SOUTH

DAKOTA IM-FP 0299(691213 NH-P 0010(1181361

Plotting Dote: 12/17/2019

6' to 12'

RURAL DISTRICT WITH SUPPLEMENTAL PLATE

6' Minimum

E :::J

E E :::J -~ E ·c ::::;

~ in s;r

E :::J E ·c :i ;:...

Sign shall be level.

RURAL DISTRICT 3 DAY MAXIMUM

<Not applicable to regulatory signsl

September 22, 2014

Published Date: 1st Dtr. 2020

s D D 0 T

CRASHWORTHY SIGN SUPPORTS (Typical Construction Signing)

PLATE NUMBER

634.85

Sheet I of I

TOTAL SHEETS

w :::E ([ z t-0 ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

L,._

C27 C27

,.... .... ,.... rr ,....

w ...J ([ u Ul

t­o ...J 0..

_________ /Anchor --- -- ......... Post or Slip Base

,,,-✓ ..... ;-.....

/ ', ,' '

Examples _of~,/ ',, 60" Chord Line \:/ ',

Clearance Checks /, \

I

' '

I , '

\ ' '

, \

\

/

I

I

' ' I

' ' I

---------

,,/"'--- I 20" Diameter _,., ,,,. (Perimeter of stub height

clearance checks)

PLAN VIEW <Examples of stub height clearance checks)

Top of Anchor Post or Slip Base

Chord Line_/

Ground Line

ELEV AT ION VIEW GENERAL NOTES:

The top of anchor posts and slip bases SHALL NOT extend above a 60" chord line within a 120" diameter circle around the post with ends 4" above the ground.

At locations where there is curb and gutter adjacent to the breakaway sign support, the stub height shal I be a maximum of 4" above the ground line at the localized area adjacent to the breakaway support stub.

The 4" stub height clearance is not necessary for LI-channel lap splices where the support is designed to yield (bend) at the base.

Published Date: 1st Dtr. 2020

s D D 0 T

BREAKAWAY SUPPORT STUB CLEARANCE

July I, 2005

PLATE NUMBER

634.99

Sheet I of I

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0299(691213 NH-P 0010(1181361

Plotting Dote: 12/17/2019

TOTAL SHEETS

w :::E ([ z t­o ...J 0..

z 0 0

w ...J t-

t-i

> 0.. N <SI /

w ...J

L,._