P 016A (14) 55 M1 M9

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PROJECT

Section M: Pavement Marking Plans STATE OF

SOUTH

DAKOTA

Plotting Date: 10/30/2019

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Str. No. 52-317-433 , MRM 56.88+0.00 I

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Station c 46+27.34 BK Station d 46+05.15 AH

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Sation d 60+61 .41 BK Station e 22+45.3 AH

END P 016A 14 55 Station e 22+ 72.11 = Station 22+ 71 .63 on F 009-1, 1044.44 feet South and 1602.25 feet West of the Interior 1/4 Corner of Section 8 - Township 2 South - Range 6 East of the B.H.M. MRM 55.80 + 0.022

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BEGIN P 016A 14 55 Station 0+83 = Station 110+13.51

INDEX OF SHEETS

General Layout WI Index Estimate With General Notes & Tables Pavement Marking Layouts Standard Plate

on F 1016(02)56, 442.13 feet South and 943.82 feet East of the North 1/4 Corner of Section 8 -Township 2 South - Range 6 East of the B.H.M. MRM 57.00 + 0.097

KEYSTONE

8 9

17 16

SHEET TOTAL

SHEETS

PROJECT STATE OF SOUTH

DAKOTA

SHEET

TOTAL SHEETS

Revised 12-10-19 AJH

SECTION M ESTIMATE OF QUANTITIES

COLD APPLIED PLASTIC PAVEMENT MARKING All materials will be applied as per the manufacturer’s recommendations. Cold Applied Plastic Pavement Markings will be 3M Series 380 AW or an approved equal. All costs to install Cold Applied Plastic Pavement Markings will be included in the contract unit price per foot or each for “Cold Applied Plastic Pavement Marking” contract items. GROOVING FOR COLD APPLIED PLASTIC PAVEMENT MARKING & PREFORMED THERMOPLASTIC PAVEMENT MARKING The Contractor will establish a positive means for the removal of the grinding and/or grooving residue. Residue from dry grooving will be vacuumed. Solid residue will be removed from the pavement surfaces before being blown by traffic action or wind. The Contractor will conduct this work to control and minimize airborne dust and similar debris that may become a hazard to motor vehicle operation or nuisance to property owners. Residue from wet grooving will not be permitted to flow across lanes being used by public traffic or into gutter or drainage facilities. Residue, whether in solid or slurry form, will be disposed of in a manner that will prevent it from reaching any waterway in a concentrated state. All costs for removal of grinding and/or grooving residue will be included in the contract unit price per foot, square foot, or each for “Grooving for Cold Applied Plastic Pavement Marking” contract items. Grooving for Preformed Thermoplastic Pavement Markings will follow the specs for Grooving for Cold Applied Plastic Pavement Markings. All costs for removal of grinding and/or grooving residue for Preformed Thermoplastic Pavement Markings will be included in the contract unit price per foot, square foot for “Grooving for Cold Applied Plastic Pavement Marking” contract items.

PREFORMED THERMOPLASTIC PAVEMENT MARKING General

• Made of prefabricated retroreflective, resilient thermoplastic material;

• Contains glass beads uniformly distributed through the entire cross-sectional area;

• Capable of being affixed to bituminous or concrete pavement by heating;

• Resistant to deterioration due to exposure to sunlight, water, salt, and adverse weather conditions;

• Under traffic wear, shows no appreciable fading in accordance with the color requirements, lifting, or shrinkage throughout the life of the marking;

• Capable of conforming to pavement contours, breaks, and faults through the action of traffic at normal pavement temperatures;

• Possesses resealing characteristics, such that it is capable of fusing with itself and previous thermoplastic markings when heated; and

• Protected during shipment and in storage. Apply the preformed thermoplastic pavement marking as recommended by the manufacturer to provide a neat, durable marking that will not flow, distort, or crack due to temperature if the pavement surface remains stable. Use equipment and application methods specified by the manufacturer. Primer as required by the manufacturer will be provided with the material. Provide precut messages and symbols meeting the requirements of the MUTCD and the Standard Signs Manual in custom kits. Use separate pieces or segments to form individual letters or symbols only to the extent supplied by the manufacturer. Provide shapes, sizes, and colors as required by the contract. Color

• Will meet the color specification limits and luminance factors for Cold Applied Plastic Pavement Marking and Legends (Section 983.2 D, Tables 1 and 2).

Glass Beads

• Ensure the preformed thermoplastic pavement marking contains a minimum 30% intermixed glass beads by weight and a minimum 80% true spheres.

• Ensure preformed thermoplastic pavement markings contain only clear beads.

Skid Resistance

• Ensure the surface of the preformed thermoplastic pavement marking provides a skid resistance value of at least 45 British Pendulum Number (BPN) when tested in accordance with ASTM E303.

Retroreflectivity

• Provide preformed thermoplastic pavement marking meeting the minimum initial pavement marking retroreflectivity values using 30 m geometry and meeting the testing procedures of ASTM E1710:

Minimum Initial Pavement Marking Retroreflectivity

White Yellow

Thermoplastic 400 mcd/sq. ft./ft. 250 mcd/sq. ft./ft.

Thermoplastic, enhanced skid resistance (ESR)

250 d/sq. ft./ft.

150 d/sq. ft./ft.

Thickness

• A longitudinal marking is a minimum 90 mils thick at the edges, and a maximum 125 mils thick at the center of the stripe.

• Transverse markings and symbols are a minimum 125 mils thick at the edges, and a maximum 160 mils thick at the center.

Sample

• Prior to application, provide a sample of the preformed thermoplastic pavement marking to be used on the project to the Region Traffic Engineer for inspection and approval.

• Do not begin application of the preformed thermoplastic pavement marking prior to obtaining the Region Traffic Engineer’s approval of the preformed thermoplastic pavement marking material. The Region Traffic Engineer’s approval of the preformed thermoplastic pavement marking does not void other preformed thermoplastic pavement marking requirements specified.

All costs to install Preformed Thermoplastic Pavement Markings will be included in the contract unit price per foot, square foot, or each for “Preformed Thermoplastic Pavement Marking” contract items. PAVEMENT MARKING SYMBOL FOR ACCESSIBLE PARKING SPACES The International Symbol of Accessibility Parking Space Marking with blue background and white border, meeting the minimum dimensions shown in Part 3 of the MUTCD will be placed in accessible parking spaces having the required regulatory signing. The blue background and white border symbol will be required for all accessible parking spaces for persons with disabilities. The Contractor will groove and install a Preformed Thermoplastic Pavement Marking – Handicap Symbol for the first westbound parking space at approximate Sta. a176+82 Rt – a177+02 Rt. (just past the Post Office approaches). All costs for furnishing and installing the International Symbol of Accessibility Parking Space Marking will be incidental to the contract unit price per each for “Preformed Thermoplastic Pavement Marking, Symbol”.

P 016A (14) 55 M2 M9

P 016A (14) 55 M3 M9

1-----PR_OJ_Ec_T ___ --I SHEET

PAVEMENT MARKING LAYOUT STATE OF

SOUTH DAKOTA

Plotting Date: 10/30/201 9

Replace 100 ft of Double Yellow Tape= 200 ft total

KEYSTONE Install - 4" White Tape edgeline in non-curb sections

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Replace Stop Bar

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75'

Replace Stop Bar I ~-~-Replace 100 ft of n

NOTES: Double Yellow Tape= 200 ft total

All non-curb sections on US16A will have 4" White tape edgelines. The remaining 4 - Combination Arrows (2 Lt & 2 Rt) are upstream of the ones shown and will be spaced at 75 ft.

The first stall at approx. Sta. 176+82 Rt to 177+02 Rt Uust past Post Office driveway) will be a handicap space and will be marked as such

Parking stalls will start 20 - 30 ft. from crosswalk. Stall length for end stall will be 20 ft and the other stalls will be 24 ft. Parking stall markings will be grooved in 4" White Tape. Total Length per marking - End Stall Marking = 3 ft and Middle Stall Marking= 4 ft. Parking stalls will conform to MUTCD standards.

MARKINGS KEY ITEM THIS SHEET UNIT GROOVING UNIT

CD 4" White Tape.Grooved In 1,900 FT 1,900 FT

CD 4" Yellow Tape.Grooved In 2,852 FT 2,852 FT

~ 24" White Thermoplastic, Grooved In 224 FT 224 FT

® Yield Bar Thermoplastic, Grooved In 48 FT ' 48 FT'

~ ComboArrow Lt Thermoplastic, Grooved In 4 EACH 4 EACH

~ ComboArrow Rt Thermoplastic, Grooved In 4 EACH 4 EACH

6. Handicap Symbol - Thermoplastic, Grooved In I EACH I EACH

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NOTES:

Preformed Thermoplastic Handicap Symbol

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The crosswalk markings will be centered over the ramp openings and placed to avoid the wheel paths as much as possible. Crosswalks, Yield Bars, Handicap Symbol, and Stop Bars will be Preformed Thermoplastic.

Crosswalk marking Dimensions Mainline Crossing = 8 ft x 2 ft. Sidestreet Crossing = 6 ft x 2 ft.

Yield Bar Dimensions Install 20' in advance of crosswalk 2' base x 3' height = 3 sq ft Spacing= 1'

TOTAL SHEETS

P 016A (14) 55 M4 M9

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PAVEMENT MARKING LAYOUT STATE OF

SOUTH

DAKOTA

Plotting Date: 10/30/201 9

KEYSTONE

MARKINGS GROOV ING KEY ITEM TH IS SHEET UN IT UNI T

G) 4" White Tape (Sta. 177+57 to 183+50) 351 FT 351 FT

CD 4" Yellow Tape (Sta. 177+57 to 183+50) 1, 186 FT 1,186 FT

© 24" White Thermop las tic, Grooved In 2 16 FT 21 6 FT

~ Yield Bar Thermop las tic, Grooved In 144 FT 2 144 FT 2

NOTES:

Parking stalls will start 20 - 30 ft. from crosswalk. P' d1 Stall length for end stall will be 20 ft and the other stalls shall be 24 ft. -Parking stall markings will be grooved in 4" White Tape. =l ~ Total Length per marking - End Stall Marking= 3 ft and Middle Stall Marking= 4 ft. j 1'

Parking stalls will conform to MUTCD standards.

NOTES: Crosswalk Marking Dimensions 8' width x 2' height

Gr/z21y B, ear Creek

The crosswalk markings will be centered over the ramp openings and placed to avoid the wheel paths as much as possible.

Yield Bar Dimensions Install 20' - 50' in advance of crosswalk 2' base x 3' height = 3 sq ft Spacing= 1'

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P 016A (14) 55 M5 M9

I

KEY ITEM

Cw) 4" White Tape (Sta. a I 83+50-a I 89+50)

CD 4" Yellow Tape (Sta. a I 83+50-a I 89+50)

PAVEMENT MARKING LAYOUT

KEYSTONE

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p -resent US Hwy. 16A i'"" -- a 186+00 -- --:--:._-------:: =-;-:- - - - - - - - - - - - - - - - - - - - - - -

MARKINGS GROOVING THIS SHEET UNIT UNIT

320 FT 320 FT

1,200 FT 1,200 FT

STATE OF SOUTH

DAKOTA

Plotting Date:

1-----PR_OJ_Ec_T ___ --I SHEET

11 /08/2019

TOTAL SHEETS

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P 016A (14) 55 M6 M9PAVEMENT MARKING LAYOUT

KEYSTONE

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a 191+00

MARKINGS GROOVING KEY ITEM THIS SHEET UNIT UNIT

@ 4" White Tape (Sta. a 189+50-b 195+32) 300 FT 300 FT

CD 4" Yellow Tape (Sta. a 189+50-b 195+32) I, 128 FT 1,128 FT

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STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

10/30/2019

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b 195+00 b 195+32 N

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SHEET TOTAL

SHEETS

P 016A (14) 55 M7 M9

KEY

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PROJECT SHEET

PAVEMENT MARKING LAYOUT STATE OF

SOUTH DAKOTA

Plotting Date: 10/30/201 9

KEYSTONE

- Present US Hwy. 16A

C 30+00 - -

MARKINGS GROOVING ITEM THIS SHEET UNIT

4" White Tape (Sta. bl 95+32 to c33+00) 280 FT 280

4" Yellow Tape (Sta. bl95+32 to c33+00) 1,200 FT 1,200

24" White Thermoplastic, Grooved In 132 FT 132

Yield Bar Thermoplastic, Grooved In 48 FT 2 48

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NOTES: Crosswalk Marking Dimensions Mainline Crossings - 8 ft x 2 ft. Sidestreet Crossings - 6 ft x 2 ft.

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UNIT

The crosswalk markings will be centered over the ramp openings and placed to avoid the wheel paths as much as possible.

FT

FT

FT

FT 2

Yield Bar Dimensions Install 20' in advance of crosswalk 2' base x 3' height = 3 sq ft Spacing= 1'

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TOTAL SHEETS

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P 016A (14) 55 M8 M9

KEY

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STATE OF SOUTH

DAKOTA

PROJECT

PAVEMENT MARKING LAYOUT Plotting Date: 10/30/2019

Present US Hwy. 16A

C 36+00

-

MARKINGS GROOVING ITEM THIS SHEET UNIT

4" White Tope (Sta. c33+00 to e22+ 72) 5,900 FT 5,900

4" Yellow Tope (Sta. c33+00 to e22+ 72) 5,425 FT 5,425

24" White Thermoplastic, Grooved In 195 FT 195

Yield Bar Thermoplastic, Grooved In 48 FT 2 48

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UNIT

FT

FT

FT

FT 2

Start 4" White Tape Edgeline Sta . c 37+46 to the end of asphalt at Sta. e 22+72) = 2362 ft

Start 4" White Tape Edgeline Sta . c 37+46 to the end of asphalt at Sta. e 22+72) = 2362 ft

NOTES: Crosswalk Marking Dimensions Mainline Crossings = 8 ft x 2 ft . Sidestreet Crossings = 6 ft x 2 ft.

The crosswalk markings will be centered over the ramp openings and placed to avoid the wheel paths as much as possible.

4" White Tape Edgelines and 4" Double Yellow Tape Centerline will be installed from Sta. c 37+46 to Sta. e 22+ 72 (end of asphalt paving)

Yield Bar Dimensions Install 20' - 50' in advance of crosswalk 2' base x 3' height = 3 sq ft Spacing= 1'

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SHEET TOTAL

SHEETS

P 016A (14) 55 M9 M9

----1 ~ DETAIL A

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

See Detail A

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See Detail A

PLAN VIEW

GENERAL NOTES:

Pairs will be ,nr--+--~_J spaced 300' to 500'.

45° (Typ.)

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KEY ITEM

® 4" White

(I) 4" Yellow

CID 12" White

@) 24" White

® 24" Yellow ,. Arrow

~

5'-6"~3'-6'

*CROSSWALK MARKING

(11 ' Lane Width)

~

~6'~4'

*CROSSWALK MARKING

(12' Lane Width)

All pavement marking arrows will be as depicted in the current edition of the Manual on Uniform Traffic Control Devices Section 38. '

.,,--- If more than 2 arrows per storage lane are shown, then

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

Dimension D is variable but will not exceed 29 feet.

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

Published Date: 3rd Dtr. 2019

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the additional arrows will be placed at approximately equal spaces between the arrow at the beginning of the storage lane and the arrow nearest the stop bar.

June 26, 2019

PAVEMENT MARKINGS FOR ADJACENT INTERSECTIONS ANO CENTER TURN LANE

PLATE NUl,IBER

633.01

Sheet I of I

STATE OF SOUTH

DAKOTA

1-----P_R,;;..;OJ,;;..;EC;.;.T ___ ---I SHEET

Plott ino Dote : 10/J0/2019

TOTAL SHEETS

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