total perkins state of south dakota -...

INDEX OF SHEETS

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

PROJECTS

1:7000

Plot

Scale -

tr

mi1nt06

Plotted

Fro

m -

File - ...\2019

Mit

&

Yan

Area

Crack

Seal

Titl05

XX

& 05

Y0.dgn

1Plot

Na

me -

01/04/2019Plotting Date:

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

GREGORYMIX

CHARLES

BUFFALO

KINGSBURYBROOKINGS

JERAULD SANBORN MINER LAKE MOODY

MINNEHAHAMcCOOKHANSONDAVISON

AURORABRULE

DOUGLASLINCOLN

TURNER

HUTCHINSON

BON

HOMME YANKTONCLAY UNION

LAWRENCE

BUTTE

HARDINGPERKINS CORSON

MEADE

PENNINGTON

CUSTER

FALL RIVER

CAMPBELL McPHERSON BROWN MARSHALL ROBERTS

ZIEBACH DEWEY

WALWORTH

POTTER

SULLY

EDMUNDS

FAULK

HYDE HAND

SPINK

DAY

GRANT

CODINGTONCLARK

DEUEL

HAMLIN

BENNETT

JACKSON

HAAKON

STANLEY

TODD

MELLETTE

BEADLE

JONES

TRIPP

HUGHES

LYMAN

OGLALA LAKOTA

STORM WATER PERMIT

(None required)

Traffic Control

Typical Reservoir Section

Pavement Marking

Plan Notes

Environmental Commitments

Estimate of Quantities

Layout Maps

Title Sheet

M I N E R

N E B R A S K A

281

281

M c C O O KH A N S O N

H U T C H I N S O N

B U F F A L O J E R A U L D

SANBORN

B R U L E

A U R O R A

D A V I S O N

D O U G L A S

G R E G O R Y

CHARLES

MIX

N

A

M

Y

L

34

38

38

42

25

37

262

34 34

45

45

44

50

50

46

50

50

1 806

1 804

47

43

44

203

258

42

251 1 804

42

1 806

1 8

81

1

1 8

1 8

1

28

28

90

90

9090

90L

West F

ork

East F

ork

MIS

SO

URI

RIV

ER

James

River

Dam

Ft. Randall

Artesian

Fedora Roswell

Vilas

SALEM

Canova

Epiphany

FultonFarmer

Emery

PARKSTON

Ethan

Dimock

Milltown

Bridgewater

Clayton

Montrose

Unityville

Canistota

Stanley

Corner

Spencer

Lane

WOONSOCKETForestburg

VALLEY

GANN

SPRINGS

WESSINGTON

Oacoma

Pukwana

Kimball

CHAMBERLAIN

Dallas

Herrick St. Charles

Bonesteel

Fairfax

Gregory

BURKE

Lucas

Joubert

HollandNew

Harrison

Corsica

Stickney

CenterAurora

Platte

Academy

Bovee

Geddes Delmont

ARMOUR

WagnerPickstown

VernonMount

MITCHELL

Shelby

Storla

Cuthbert

Letcher

Loomis

Ravinia

PLANKINTON

ALEXANDRIA

MITCHELL

AREA

B O Y D

Thompson

Fort

Lower

Brule Big

Bend

Dam

47

47

Reliance

Iona

Dixon

47

249

37

CornerLee's

LAKE

ANDES

River

Vermillio

n

Ver

millio

n

River

90L

90P

LakeWhite

SD34

SD42

STATE OF SOUTH DAKOTA

SD50

SD44

N E B R A S K A

L I N C O L N

C L A YU N I O N

1 9

1 9A

46

46

1 1

1 1

1 9

48

50

50

29

29

BERESFORD

Viborg

Centerville

Hudson

Alcester

Wakonda

Irene

Norway

Center

VERMILLION

Volin

Gayville

Meckling

Westerville

GreenfieldMidway

Spink

NoraAlsen

Richland

Jefferson

North

Sioux

City

Junction

City

ELK

POINT

Big

Springs

AREA

S I O U X

P L Y M O U T H

D A K O T A

D I X O N

C E D A R

I O

W

A

YANKTON

Ver

m illio

n

River

Big

Sio

ux

River

MISSOURI

RIV

ER

CityHub

29L

19

SD50EL

SD50WL

SD50E

SD50W

bankBur-

W Segment

SD50

E Segment

SD50

P 0021(166)

PROJECT

NH-P 0023(50)

PROJECT

PCN 05XX

CRACK SEALING

ASPHALT CONCRETE

McCOOK COUNTIES

HUTCHINSON &

BUFFALO, DOUGLAS,

34, 42, 44 & 50

SD HIGHWAYS

PCN 05Y0

CRACK SEALING

ASPHALT CONCRETE

UNION COUNTIES

CLAY &

50E, 50W & 50

50WL, 50EL,

SD HIGHWAYS

Sheets 16 - 19

Sheet 15

Sheets 12 - 14

Sheets 10 & 11

Sheet 9

Sheets 7 & 8

Sheets 2 - 6

Sheet 1

P 0021(166) & NH-P 0023(50) 1 19

10

P 0021(166) & NH-P 0023(50) 2 19

LU -' ---0 -' Q.

~ 0 a: LL

0 LU >-->---0 -' Q.

BEGIN SD34 STA. 0+00 MRM 283.00 +0.314 MILEAGE 233.414 (2538' W of 352nd Ave)

z

R70W

3

ORIGINAL

10

15

w > 4

a,

"'" rr)

2 0 L[) rr)

CROW

11 12

SD HIGHWAY 34 BUFFALO COUNTY

ASPHALT CONCRETE CRACK SEALING GROSS LENGTH: 8.456 MILES

BRIDGE & APPROACH SLABS LENGTH: 0.097 MILE NET LENGTH: 8.359 MILES

PCN 05XX

STRUCTURE 09-208-080 13+21 .75 to 15+42.25 Continuous Concrete Bridge 220'-6"=0.042 Mile MRM 283.65 Two Approach/Sleeper Slabs 2@22'=44' = 0.008 Mile

R69W

w > 4

3 L[)

227 ST

RESERVATION

L[) rr)

10 •

w > ~

2 co

II

L[) rr)

12

t, ~---+-----+-~-+---+-----+-i--.:=------=:,;:=++---'-, ...... t== :::rl.....,....h';r~ =t..:.,.:..,=, ~ =fl..:....:,.t; ..... I-

22

27

ADT (2017) 466

CROW \.

26 25

IN DIAN

21 22

CREEK

30 29 28

' RESERVATION

22

28 27

PROJECT TOTAL s;~:~~F r----------i...::S:..::HEE:..:._T .J,.2!SH~EE~TS....I DAKOTA

Plottino Dote: 01/04/2019

STRUCTURE 09-284-080 409+23 to 411 +32 Continuous Concrete Bridge 209'-0"=0.039 Mile MRM291 .15 Two Approach/Slpr Slabs 2@20'=40' = 0.008 Mile

END SD34 STA.446+50 MRM 291.15 +0.664 MILELAGE 241.870 (65' W of~ Jct S045)

N

LU ~ ---0 -' Q.

z 0 0

tSl >-10 tSl .. X X 10 tSl -' >---

>---

-' -.. >--

~

tr

tSl N /

LU -' LL

P 0021(166) & NH-P 0023(50) 3 19

LU -' ---0 -' Q.

<.O IS) >--z

~ a: >---

~ 0 a: u. 0 LU >-->---0 -' Q.

BEGIN SD42 STA. 0+00 MRM 333.05 +0.023 MILEAGE 37.122 (At End Concrete 120' E of Centerline Jct US81)

ADT (2017) 1,504

~ 35

r::f'

• 2

• 11

•

23

25

•

35

•

•

•

r'!I

12

• •

• • • 24

r'!I • • • liiJ

25 .. •D •

• w > <(

31 35 N

• <:T <:T

SD HIGHWAY 42 McCOOK COUNTY

ASPHALT CONCRETE CRACK SEALING GROSS LENGTH: 11.936 MILES

BRIDGE & APPROACH SLABS LENGTH: 0.053 MILE NET LENGTH: 11.883 MILES

PCN 05XX

14

35

•

STRUCTURE 44-128-210 87+19.26 to 88+17.76 Continuous Concrete Bridge 98'-5"=0.0185 Mile MRM 334.77 Two Approach Slabs 2@20'=40' = 0.0075 Mile

• LO <O • + LO ...... ¢:

C'0

•

25

• w

35 > <(

0:, <:T

• <:T

• • •

9

•

• 15

29 28 .. .. •

•

STRUCTURE 44-222-210 584+01.68 to 585+06.01 Continuous Concrete Bridge 104'-4"=0.0195 Mile MRM 344.18 Two Approach Slabs 2@20'=40' = 0.0075 Mile

R53W

• • •

•

• 0)

•

• w > <(

"'1 L{) <:T

•

STATE OF SOUTH

DAKOTA

PROJECT SHEET


' I

• 253 ST , END SD42 • • STA. 630+20

12 MRM 344.18 +0.830 MILEAGE 49.058 (220' W of Centerline Jct 453rd Avenue)

25

f w > <(

35 <,. { ~ L{)

258 STl.ill~

TOTAL SHEETS

(")

LU ~ ---0 -' Q.

z 0 0

IS) >-10 IS) .. X X 10 IS)

-' >---

>---

-' -.. >--~

tr IS) N /

LU -' u.

P 0021(166) & NH-P 0023(50) 4 19

LU -' ---0 -' Q.

~ 0 a: u. 0 LU >-->---0 -' Q.

BEGIN SD44 STA. 1+00 r MRM 330.54 +0.012 MILEAGE 274.499 (100' E of Jct US281)

SD HIGHWAY 44 DOUGLAS & HUTCHINSON COUNTIES

ASPHALT CONCRETE CRACK SEALING GROSS LENGTH: 17.706 MILES BRIDGES LENGTH: 0.071 MILE

NET LENGTH: 17.635 MILES PCN 05XX

STRUCTURE34~17~80 Sta. 716+43 to Sta. 717+10 Cont. Concrete Bridge 67'-0" = 0.013 Mile MRM 344.43

R62W I

ii

s;~:~~F i-----P-RO_JEC_T ___ t...:SH::EE.'._T w sTH~OETE~AT~u

DAKOTA


STRUCTURE 34-057-080 Sta. 917+90 to Sta. 918+83 Cont. Concrete Bridge 93'-0" = 0.018 Mile MRM 348.24

R61W

, I R63W I

~--,---~ r,------,,i------,0--'' --i=I===; =:r:::==:i::::; ·;:III==. ;==::=::r;:; ;=:===; I II 111"1 >- I • C

I • • • • ~

z

• liiJ

I 6

>- I-4 II 3 2 I I- - z 6 5 :::,

• 3 2 I 6

• 5 • • ~ 5 • 4 UrC:,/m 2 ) • I t 6 ~ I II • J Z . :::, 0 ..__ . ~ • • ,_,...-

274 ST • 111"1

II • () ~ -.

0 ~~ / • () z • . '

w >

9 <I )\. • 12 7 9 10 11 • 12 U) 0 7 8

• <( U) • \ _J z (9 - I co ,\~

I'- • 0 st"

• •

'( 7 a,< [i-a, fY")

::c::i::::c::i:::r=t;==rlr:~: \ 8 0

• J~ ~~: : _ ~ I· - - • \ 12 ; II • I 12 ;;,--1-,.i. • 275ST \\ ___ ~ f ~-l si- IL- wll Ii ~.,)w11Ell

~ """-----; -fl-I, ~- """"""'Id~ \l- ~ - - ~ :--1·'"' i------1 1::: '!~ '1.tRKSTON' ""'" • N ~ :::, r-- co ""'"

() + + + 0 I- 18 16 N 15

""'" 14 co 13 0 , r-- N r-- ' -:::,

IZI~

""'" LO LO I

• 0

'--st"

""'" ~ ~, + ~ ~ . ,~ 17 ~ 16 ~ 15 ~ 14 ~ \ 13 ~ 16 15 ,.,

v, T""" N N C'0 • 0)

0 . IN r-- r--+ +

18 co co C'() I \ , - • ~ '--

+ + + • + 14 ~LO 413 !:;:: M/, ...,~,.,_,_,,_ I.ill 7 ,,- ~ ', I • .\::!- -, 6•C";;I P, ~ 'r-"'......Y.--..... ...-1 44 ~...,+-.--+-+-,~,\~.,--.~ V-AL-LE-Y-.~~>~,---~.Q..:.---1,+-'----++----.i.i----+----#...;;;--+ - ~ /~+--~. H+, ~.~-.~~-=-.-!'l'-"1 44 / 1 C. •r-f• ,~~ . I

/1 24 ,, • ,o • 21 ; ; ' r/ ;; _. _ · 24 22 23 • 24 ~ , ¥ i.,,-,o ~ 21 I 22 W 23 , 24 ,

0~ ,

If---=2..:...:77~S T..:...:_+------f'::i===:r::: ::=r:·=r::=~ / -~ ' ___ ~=~o·::r • · ~ ~ ~ \ ~ ~ rr· f}I~ I) .I _

0 13 0

+ 0

~ 17 f

• -• •

J w > <I

19 20 ( 0

0 st" •

21 •

-

w • 281.~.~~~I ~;Y: 7 I • ( 5. - 30 { ' • ~ I \ . v · , ~ I ~ I\ ~. • . creek / , &' • • 25 30 ;;:; 29 u. 26 .. 29 l;/_1 , -::; 26 ~ 25 J 30 <I 29 • I \.- 28 • • 21 - 25 • 30 · --281 fY") __J \ I ~ ~ r ~ 31

278ST ~ "-- 11 sr- j "- ~r~)

\~ \ ::::::::i::=ip:=::i:=r:!:;=~=~ ~ ~ ~ w - - - S::==~~~ !;£:rr:r:~~ =l==~. ~==sr,~ I V\_ • V • V , . = =:r.-\\ \ ~· • w w : •"--- LJ'- r-- ~ 36 • • (Si ~<I

36 N '4 .~ 35 ~ 36 ~<I 31 32 34 35 ;;:; 36 o 31 32 / 33 34 _.J . - 35 4 / Y '

\ \ ::- : ,- v• ~ 8 st". • r ~ , , :;;: • ~ fY") w st". st" j ,,.-

,, '===='== =l=:r / l:=c==Ih=====~==:P==:r:=:r'====:c 'I===='===i::::i::I:::r:'. '=Jl==:cr:: ~

STRUCTURE 22-213-080 STRUCTURE 34-005-080 STRUCTURE 34-048-080 ,------------. Sta. 170+27 to Sta. 171+07 I J Sta. 653+68 to Sta . 654+22 I J Sta. 874+87 to Sta. 875+67 I J END SD44 Cont. Concrete Bridge _. Cont. Concrete Bridge _. Cont. Concrete Bridge _. ST A. 935+90 80'-0" = 0.015 Mile 54'-0" = 0.010 Mile 80'-0" = 0.015 Mile MRM 348.24 +0.331 MRM 334.10 MRM 334.24 MRM 347.42 MILEAGE 292.205

I I

28

. \ II / ' -• -

w

33 > ---0 -' Q.

z 0 0

tSi >U'l ISi .. X X U'l ISi -' >---

>---

-' -.. >--

~

tr

ISi N /

LU -' u.

P 0021(166) & NH-P 0023(50) 5 19

LU -' ---0 -' Q.

~ 0 a: u. 0 LU >-->---0 -' Q. ADT (2017) 684

SD HIGHWAY 50 BUFFALO COUNTY

ASPHALT CONCRETE CRACK SEALING GROSS LENGTH: 10.477 MILES BEGIN SD50

PROJECT TOTAL s;~:~~F i----------i...::S:..::HEE:..:._T _J..2!SH~EE~TS....I DAKOTA


BRIDGE & APPROACH SLABS LENGTH: 0.098 MILE STA. 0+26 _......,,,---, MRM 211.77 +0.005 NET LENGTH: 10.379 MILES

PCN 05XX

R 71 W

MILEAGE 0.005 (26' S of Jct ~ SD34)

R?OW

16 15 z

~ ~ ~ ~ tb~ ~ :-:-n=:=r==¥====~ ~=='t'?--1----l----+:::i~ ==::::::\---------lf----l-l-~ - ----=::::o,,q:::::_ __ ---+l-___ ---l-_--+-----+-::::f!!--------I ~

STRUCTURE09~20~41 Sta. 324+83 to Sta. 326+88. 75 Continuous I-Beam Bridge 205'-9" = 0.039 Mile MRM 217.97 Two Approach/Sleeper Slabs 2@22'=44' = 0.008 Mile (Slabs To be Surface Treated)

0 (.;

STRUCTURE 09-126-149 Sta. 380+35 to Sta. 383+03 Composite Steel Girder Bridge 268'-0" = 0.051 Mile MRM 219.03 Two Approach/Sleeper Slabs 2@22'=44' = 0.008 Mile

sr sr I")

162+37

E 35

26 237 ST

w > <(

.,.... I-

19 22

28 26 25

32 33 35 36

A N COUNT y

5 4 3 2 233 ST '\

E R/ V 234 ST

• w w w > > > <( 17 <( 16 <(

<.O I'- CX) sr sr sr I") I") I") z 235 ST

c.o 0

[! .,.... [! I-

19 I.iii 20 21 Ii.I 23 w

• > 121 <(

0 U) w

END sg?o I") > 13 <( 26 D 25 STA. 553+44 iri 2 I")

MRM 222.00 +0.265 • MILEAGE 10.482

2(South 6 ounty Line) " VVVVVVVVVVVVVYYYV VYYVVVVV'IOO(XXXXX

BUFFALO COUNTY - •• _ . .. .. _. . ... . _ ¥ ¥ __ _ _ . .. . _

-- - " '""- "J• BRULE COUNTY

ID

LU ~ ---0 -' Q.

z 0 0

tSl >ID tSl .. X X ID tSl -' >---

>---

-' -.. >--

~

tr

tSl N /

LU -' u.

P 0021(166) & NH-P 0023(50) 6 19

LU -' ---0 -' Q.

<.O IS) >--z

~ 0 a: u. 0 LU >-->---0 -' Q.

SD HIGHWA VS SOWL, 50EL, SOW, SOE & 50 CLAY & UNION COUNTIES

ASPHALT CONCRETE CRACK SEALING PCN 05YO

s;~:~~F r----PRO_ JE_CT ----i...:SH.::EE.:....iT ~ s~THOET~: T~ ~

DAKOTA


CLAY COUNTY SD50WL LENGTH: 0.188 MILE SD50EL LENGTH: 0.519 MILE

CLAY & UNION COUNTIES SD50E LENGTH: 4.904 MILE

UNION COUNTY SD50 WEST SEGMENT LENGTH: 0.102 MILE SD50 EAST SEGMENT LENGTH: 6.186 MILES

BEGIN SD50WL STA. 0+00 MRM 411.18 +0.076 MILEAGE 1.173 (At End Concrete, 470' East of~ Crawford Rd)

z •• N O') • •

I-

w > <(

END SD50WL STA. 9+95 MRM 411.25 +0.180 MILEAGE 1.361 (At End new AC Res.)

w > <(

8

UNION COUNTY SD50W LENGTH: 0.221 MILE

BEGIN SD50W STA. 274+64 MRM 416.00 +0.456 MILEAGE 28.669 (At Begin new AC Res.)

R51 W

w >

9 <( l:::::r:== ~ = l'\.0

s:t ••

22 ..-

S O U T

END SD50W STA. 286+31 MRM 416.67 +0.000 MILEAGE 28.890 (319' W of Sign Bridge)

N l's:!" •

BEGIN SD50 EAST SEGMENT STA. 0+00 MRM 417.00 +0.263 MILEAGE 133.613 (At End Concrete just SE of Jct City) R50W

'o::::t 0 +

•

w • > <(

•

11

....... r,..... +

14 LO ....... 16 0 ....... N

• • •

22 C! 23

K ~ ;f

•

• • ••• w w

Mo o ;;'; 26 ;;'; • 25 0 29 11.ssouJl."11. cri ..... • •

~ ~;,.,~ L .,,.~....J.._~32~0 ~S~T t:rt.:::c:::I:I--f~~~ ~_._~ L ~ ~ HL~~-~h=:=::::ic:::r:::r::'.; '=&:r==~ l:r:====cd:===:::r~

BEGIN SD50EL STA. 0+00 MRM 411.18 +0.076 MILEAGE 0.938 (At End Concrete, 470' East of~ Crawford Rd)

SD50WL ADT (2017) 2,195 SD50EL ADT (2017) 2,195

END SD50EL BEGIN SD50E STA. 27+40 MRM 411.81 +0.000 SD50EL MILEAGE 1.457 SD50E MILEAGE 24.068

END SD50E BEGIN SD50 WEST SEGMENT STA. 286+31 MRM 416.67 +0.000 SD50E MILEAGE 28.972 SD50 MILEAGE 132.963 (319' W of Sign Bridge)

END SD50 WEST SEGMENT STA. 291+70 MRM 416.67 +0.102 MILEAGE 133.065 (At End new AC Res. 220' E of Sign Bridge)

SD50W ADT (2017) 3,565 SD50E ADT (2017) 3,411

SD50 WEST SEGMENT ADT (2017) 5,118 SD50 EAST SEGMENT ADT (2017) 1,165

26

• 25

• 320 ST

END SD50 EAST SEGMENT STA. 326+61 MRM 423.00 +0.501 MILEAGE 139.799 (475' North of Jct SD11 & SD50)

R49W

<(

s 0

<.O

LU ~ ---0 -' Q.

z 0 0

IS) >-10 IS) .. X X 10 IS)

-' >---

>---

-' -.. >--~

tr IS) N /

LU -' u.

ESTIMATE OF QUANTITIES

SPECIFICATIONS Standard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications and Special Provisions as included in the Proposal.

STATE OF SOUTH

DAKOTA SINGLE PRJ TEXT SIZE

MULTIPLE PRJ TEXT SIZE

SHEET

F2 F__

TOTAL SHEETS

PROJECT

P 0021(166) SD34, SD42, SD44 & SD50

BUFFALO, DOUGLAS, HUTCHINSON & McCOOK COUNTIES PCN 05XX

NH-P 0023(50) SD50WL, SD50EL, SD50W, SD50E, SD50 West Segment & SD50 East Segment

CLAY & UNION COUNTIES PCN 05Y0

P 0021(166) & NH-P 0023(50) 7 19

ESTIMATE OF QUANTITIES (FOR INFORMATION ONLY)

STATE OF SOUTH



SHEET

F2 F__

TOTAL SHEETS

PROJECT

P 0021(166) P 0021(166) P 0021(166) P 0020(166) NH-P 0023(50) NH-P 0023(50) NH-P 0023(50) NH-P 0023(50) NH-P 0023(50) NH-P 0023(50)

SD34 SD42 SD44 SD50 SD50WL SD50EL SD50E SD50W SD50 SD50

Buffalo McCook Douglas & Buffalo Clay Clay Clay & Union Union West Segment East Segment P 0021(166) NH-P 0023(50)

BID Hutchinson Union Union QUANTITY QUANTITY

ITEM ITEM 05XX 05XX 05XX 05XX 05Y0 05Y0 05Y0 05Y0 05Y0 05Y0 05XX 05Y0

009E0010 Mobilization Lump Sum Lump Sum Lump Sum

350E0010 Asphalt Concrete Crack Sealing 15,426 7,545 37,509 25,507 274 3,901 26,847 1,764 2,520 23,301 85,987 58,607 144,594 Lb

633E1300 Pavement Marking Paint, White 571 398 593 354 4 14 103 5 5 204 1,916 335 2,251 Gal

633E1305 Pavement Marking Paint, Yellow 97 100 123 166 5 11 83 11 4 81 486 195 681 Gal

634E0010 Flagging 175 85 430 290 265 980 305 1,285 Hour

634E0020 Pilot Car 90 45 215 145 ---- ---- ---- ---- ---- 135 495 135 630 Hour

634E0110 Traffic Control Signs 137.0 137.0 137.0 137.0 137.0 548.0 506.9 1054.9 SqFt

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

634E0275 Type 3 Barricade ---- ---- ---- ---- ---- 0 2 2 Each

634E0420 Type C Advance Warning Arrow Panel ---- ---- ---- ---- ---- 0 2 2 Each

QUANTITY

TOTAL

05XX & 05Y0

◄──────────────────── 369.9 ────────────────────►

◄───────────────────── 2 ─────────────────────►

◄───────────────────── 2 ─────────────────────►

◄──────────────────────────────────────── LUMP SUM ────────────────────────────────────────►

◄───────────────────────────────────────── LUMP SUM ────────────────────────────────────────►

◄──────────────────── 40 ────────────────────►

P 0021(166) & NH-P 0023(50) 8 19

ENVIRONMENTAL COMMITMENTS

STATE OF SOUTH



SHEET

F3 F__

TOTAL SHEETS

PROJECT

ENVIRONMENTAL COMMITMENTS The SDDOT is committed to protecting the environment and uses Environmental Commitments as a communication tool for the Engineer and Contractor to ensure that attention is given to avoid, minimize, and/or mitigate an environmental impact. Environmental commitments to various agencies and the public have been made to secure approval of this project. An agency with permitting authority can delay a project if identified environmental impacts have not been adequately addressed. Unless otherwise designated, the Contractor’s primary contact regarding matters associated with these commitments will be the Project Engineer. These environmental commitments are not subject to change without prior written approval from the SDDOT Environmental Office. Additional guidance on SDDOT’s Environmental Commitments can be accessed through the Environmental Procedures Manual found at: http://www.sddot.com/resources/Manuals/EnvironProcManual.pdf For questions regarding change orders in the field that may have an effect on an Environmental Commitment, the Project Engineer will contact the Environmental Office at 605-773-3098 or 605-773-4336 to determine whether an environmental analysis and/or resource agency coordination is necessary. COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES COMMITMENT B2: WHOOPING CRANE The Whooping Crane is a spring and fall migratory bird in South Dakota that is about 5 feet tall and typically stops on wetlands, rivers, and agricultural lands along their migration route. An adult Whooping Crane is white with a red crown and a long, dark, pointed bill. Immature Whooping Cranes are cinnamon brown. While in flight, their long necks are kept straight and their long dark legs trail behind. Adult Whooping Cranes' black wing tips are visible during flight. Action Taken/Required: Harassment or other measures to cause the Whooping Crane to leave the site is a violation of the Endangered Species Act. If a Whooping Crane is sighted roosting in the vicinity of the project, borrow pits, or staging areas associated with the project, cease construction activities in the affected area until the Whooping Crane departs and immediately contact the Project Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS. COMMITMENT E: STORM WATER Construction activities constitute less than 1 acre of disturbance. Action Taken/Required: At a minimum and regardless of project size, appropriate erosion and sediment control measures must be installed to control the discharge of pollutants from the construction site.

COMMITMENT H: WASTE DISPOSAL SITE The Contractor will furnish a site(s) for the disposal of construction and/or demolition debris generated by this project. Action Taken/Required: Construction and/or demolition debris may not be disposed of within the Public ROW. The waste disposal site(s) will be managed and reclaimed in accordance with the following from the General Permit for Construction/Demolition Debris Disposal Under the South Dakota Waste Management Program issued by the Department of Environment and Natural Resources. The waste disposal site(s) will not be located in a wetland, within 200 feet of surface water, or in an area that adversely affects wildlife, recreation, aesthetic value of an area, or any threatened or endangered species, as approved by the Environmental Office and the Project Engineer. If the waste disposal site(s) is located such that it is within view of any ROW, the following additional requirements will apply: 1. Construction and/or demolition debris consisting of concrete, asphalt

concrete, or other similar materials will be buried in a trench completely separate from wood debris. The final cover over the construction and/or demolition debris will consist of a minimum of 1 foot of soil capable of supporting vegetation. Waste disposal sites provided outside of the Public ROW will be seeded in accordance with Natural Resources Conservation Service recommendations. The seeding recommendations may be obtained through the appropriate County NRCS Office. The Contractor will control the access to waste disposal sites not within the Public ROW with fences, gates, and placement of a sign or signs at the entrance to the site stating No Dumping Allowed.

2. Concrete and asphalt concrete debris may be stockpiled within view of the

ROW for a period of time not to exceed the duration of the project. Prior to project completion, the waste will be removed from view of the ROW or buried and the waste disposal site reclaimed as noted above.

The above requirements will not apply to waste disposal sites that are covered by an individual solid waste permit as specified in SDCL 34A-6-58, SDCL 34A-6-1.13, and ARSD 74:27:10:06. Failure to comply with the requirements stated above may result in civil penalties in accordance with South Dakota Solid Waste Law, SDCL 34A-6-1.31. Cost associated with furnishing waste disposal site(s), disposing of waste, maintaining control of access (fence, gates and signs), and reclamation of the waste disposal site(s) will be incidental to the various contract items.

COMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES The SDDOT has obtained concurrence with the State Historical Preservation Office (SHPO or THPO) for all work included within the project limits and all department designated sources and designated option material sources, stockpile sites, storage areas, and waste sites provided within the plans. Action Taken/Required: All earth disturbing activities not designated within the plans require a cultural resource review prior to scheduling the pre-construction meeting. This work includes, but is not limited to: Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas. The Contractor will arrange and pay for a record search and when necessary, a cultural resource survey. The Contractor has the option to contact the state Archaeological Research Center (ARC) at 605-394-1936 or another qualified archaeologist, to obtain either a records search or a cultural resources survey. A record search might be sufficient for review if the site was previously surveyed; however, a cultural resources survey may need to be conducted by a qualified archaeologist. The Contractor will provide ARC with the following: a topographical map or aerial view of which the site is clearly outlined, site dimensions, project number, and PCN. If applicable, provide evidence that the site has been previously disturbed by farming, mining, or construction activities with a landowner statement that artifacts have not been found on the site. The Contractor will submit the cultural resources survey report to SDDOT Environmental Office, 700 East Broadway Avenue, Pierre, SD 57501-2586. SDDOT will submit the information to the appropriate SHPO/THPO. Allow 30 Days from the date this information is submitted to the Environmental Engineer for SHPO/THPO review. In the event of an inadvertent discovery of human remains, funerary objects, or if evidence of cultural resources is identified during project construction activities, then such activities will immediately cease and the Project Engineer will be immediately notified. The Project Engineer will contact the SDDOT Environmental Office to determine an appropriate course of action. SHPO/THPO review does not relieve the Contractor of the responsibility for obtaining any additional permits and clearances for Contractor furnished material sources, material processing sites, stockpile sites, storage areas, plant sites, and waste areas that affect wetlands, threatened and endangered species, or waterways. The Contractor will not utilize a site known or suspected of having contaminated soil or water. The Contractor will provide the required permits and clearances to the Project Engineer at the preconstruction meeting.

P 0021(166) & NH-P 0023(50) 9 19

STATE OF SOUTH



SHEET

F4 F__

TOTAL SHEETS

PROJECT

ASPHALT CONCRETE CRACK SEALING Only the top of the road will be routed and sealed. No routing and sealing will be done on the Asphalt Concrete bevel. The width of crack sealing will vary but the typical roadway widths for information only are as follows:

P 0021(166) 05XX

On SD34 the top width is typically 28 feet wide. On SD42 the top width is typically 36 feet wide. On SD44 the top width is typically 28 feet wide. On SD50 the top width is typically 32 feet wide.

NH-P 0023(50) 05Y0 On SD50WL the top width is typically 38 feet wide. On SD50EL the top width is typically 38 feet wide. On SD50E the top width is typically 38 feet wide. On SD50W the top width is typically 34 feet wide. On SD50 West Segment the top width is typically 68 feet wide. On SD50 East Segment the top width is typically 30 feet wide.

All other requirements stated in Section 350 will apply, except the crack sealant material will be from one of those listed below:

Product Manufacturer Deery 101 ELT Crafco, Inc. Hot Poured Elastic Joint Sealer Chandler, AZ ASTM D-6690 Type IV (Modified) 602-276-0406 Weight per gallon can exceed 9.35# http://www.crafco.com Resilience 30-60% Notes: Crafco, Inc. purchased Deery American Corp. on December 29, 2010

W.R. Meadows 3405-M W.R. Meadows Hot Poured Elastic Joint Sealer Hampshire, IL ASTM D-6690 Type IV 800-342-5976 http://www.wrmeadows.com

TABLES OF LONGITUDINAL AND TRANSVERSE CRACKS

P 002(166) 05XX

ROUTE LONGITUDINAL TRANSVERSE

SD34 8% 92%

SD42 10% 90%

SD44 16% 84%

SD50 9% 91%

NH-P 0023(50) 05Y0

ROUTE LONGITUDINAL TRANSVERSE

SD50WL 0% 100%

SD50EL 14% 86%

SD50E 4% 96%

SD50W 0% 100%

SD50 W Seg 0% 100%

SD50 E Seg 1% 99%

PERMANENT PAVEMENT MARKING The application of permanent pavement marking may not begin until 7 calendar days following completion of the crack seal and will be completed within 14 calendar days following completion of the crack seal. Marking eight-inch edgelines and gore areas will require the use of two spray nozzles to achieve the required width. Marking twelve-inch gore lines will require the use of three spray nozzles to achieve the required width. The Contractor will be required to repaint existing pavement marking including centerline, edgeline, dashed edgelines, dashed lane lines, lane lines, turn lanes, gore areas, etc. Flush sealing will not be allowed as an option for correction of markings that are not within tolerance due to the occurrence of shadow through. The following table contains locations of existing pavement marking to be painted by hand.

TABLES OF HAND PAINTED PAVEMENT MARKING

P 0021(166) 05XX

ROUTE LOCATION

SD42 Stop Line at Jct US81 – EB

SD42 STOP Messages at Jct US81 – EB

SD42 AHEAD Message at Jct US81 – EB

SD44 Stop Line at Jct SD37 – EB

SD50 Stop Line at Jct SD 34 - NB

NH-P 0023(50) 05Y0

ROUTE LOCATION

SD50EL 24” Hatches in Gore Area

SD50 W Segment Arrows in Center Turn Lane

SD50W 24” Hatches in Gore Area

SD50W Solid Area in Gore Area

SD50W Arrows in Center Turn Lane

PERMANENT PAVEMENT MARKING (CONTINUED)

TABLES OF PERMANENT PAVEMENT MARKING

P 0021(166) 05XX

SD34 White Yellow

Yellow Centerline Dashes = 7.711 miles @ 4.6 Gal/Mile 35.5

Solid Yellow Centerline = 3.623 miles @ 16.9 Gal/Mile 61.2

8” Solid White Edgeline = 16.901 miles @ 33.8 Gal/Mile 571.3

TOTAL GALLONS 571 97 SD42 White Yellow




24” White Stop Line = 0.006 miles @ 101.4 Gal/Mile 0.6

White STOP Messages = 2 each at 0.2 Gal/Each 0.4

White AHEAD Message = 1 each @ 0.3 Gal/Each 0.3











TOTAL GALLONS 354 166

NH-P 0023(50) 05Y0

SD50WL White Yellow

Solid Yellow Edgeline = 0.134 miles @ 16.9 Gal/Mile 2.3

Double Yellow for Gore Area = 2 (4” line) x 0.057 miles @ 16.9 Gal/Mile

1.9

24” Yellow Hatches for Gore Area = 0.009 miles @ 101.4 Gal/Mile

0.9

White Centerline Dashes = 0.190 miles @ 4.6 Gal/Mile 0.9


12” Solid White Gore Lines = 0.010 miles @ 50.7 Gal/Mile 0.5

TOTAL GALLONS 4 5 SD50EL White Yellow

Solid Yellow Edgeline = 0.491 miles @ 16.9 Gal/Mile 8.3


1.9

24” Yellow Hatches for Gore Area = 0.009 miles @ 101.4 Gal/Mile

0.9



12” Solid White Gore Lines = 0.057 miles @ 50.7 Gal/Mile 2.8

TOTAL GALLONS 14 11

P 0021(166) & NH-P 0023(50) 10 19

STATE OF SOUTH



SHEET

F5 F__

TOTAL SHEETS

PROJECT

PERMANENT PAVEMENT MARKING (CONTINUED)

TABLES OF PERMANENT PAVEMENT MARKING

NH-P 0023(50) 05Y0

SD50E White Yellow


6.8

4” Solid Yellow Edgeline = 4.485 miles @ 16.9 Gal/Mile 75.8



TOTAL GALLONS 103 83 SD50W White Yellow


5.7

24” Yellow Hatches for Turn Bays = 0.039 miles @ 101.4 Gal/Mile

4.0

Solid Yellow Areas for Turn Bays = 94.5 SqFt = 0.054 Miles @ 16.9 Gal/Mile

0.9

Yellow Center Turn Lane Dashes = 0.037 miles @ 4.6 Gal/Mile

0.2

Solid Yellow Center Turn Lane = 0.037 miles @ 16.9 Gal/Mile

0.6



Arrows = 1 each @ 0.14 Gal/Each 0.1

TOTAL GALLONS 5 11 SD50 West Segment White Yellow

Yellow Center Turn Lane Dashes = 0.022 miles @ 4.6 Gal/Mile

0.1

Solid Yellow Center Turn Lane = 0.022 miles @ 16.9 Gal/Mile

0.4

Double Yellow for Turn Bays = 2 (4” line) x 0.101 miles @ 16.9 Gal/Mile

3.4



Solid White Lane Lines = 0.058 miles @ 16.9 Gal/Mile 1.0

Arrows = 4 each @ 0.14 Gal/Each 0.6

TOTAL GALLONS 5 4 SD50 East Segment White Yellow





RETROREFLECTIVITY FOR PAVEMENT MARKING PAINT The Department may take retroreflectivity readings on the pavement marking lines after 2 days and within 30 days of the line application using either a portable or mobile retroreflectometer that conforms to 30-meter geometry. If the Department chooses to take retroreflectivity readings, three retroreflectivity readings will be taken on each line at each test location. The three readings will be averaged and become the reading for that test location. If the Department chooses to take retroreflectivity readings, three readings will be taken on the edge lines and lane lines in the direction of application. For combination solid yellow and skip yellow lines for turn lanes and for centerline markings on two-way roadways, three readings will be taken in one direction, the reflectometer will be turned 180 degrees and three more readings will be taken. The six readings for the centerline markings will be averaged and become the test reading for that test location. If the Department chooses to take readings, the minimum retroreflectivity values will be 275 mc/m2/lux for white and 170 mc/m2/lux for yellow. 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 of ASTM D4956 Type IV. GENERAL MAINTENANCE OF TRAFFIC Flaggers and a pilot car will be used when traffic must be routed out of its normal lane for a distance greater than the two flaggers are able to communicate with each other. Operations will be conducted so that the traveling public will not have to wait longer than 15 minutes at the flagger station. Routing traffic onto gravel or asphalt shoulders during any phase of the construction will not be allowed. Damage to the shoulders due to the Contractor’s operation will be repaired by the Contractor, to the satisfaction of the Engineer, at no expense to the State. Overnight lane closures will not be allowed. Regulatory signs will have a mounting height of five feet above the pavement even if mounted on portable supports. Sufficient traffic control devices have been included in these plans to sign one workspace per route on P 0021(166) 05XX. Sufficient traffic control devices have been included in these plans to sign one 4-lane undivided workspace, one 4-lane divided workspace and one 2-lane workspace on NH-P 0023(50) 05Y0. If the Contractor elects to work on additional sites simultaneously, the cost for additional traffic control devices will be incidental to the contract unit price per square foot for Traffic Control Signs.

P 0021(166) & NH-P 0023(50) 11 19

FURNISHING AND APPLYING PAVEMENT MARKING PAINT

P 0021(166) 05XX

STATE OF SOUTH

DAKOTA NH-P 0021(157)

SHEET

22 43

TOTAL SHEETS

PROJECT

10'

10'

30'

30'

12' 12'

12' 12'

SD34

SD42

11'-8" 11'-8" SD44

SD50

11'-4" 11'-4"

10'

30' 10'

30'

12' 12'

12' 12'

TWO LANE ROADWAY

8" EDGELINE

TWO LANE ROADWAY

4" EDGELINE

NOTE: All pavement marking dimensions are based on 12'

driving lanes.

SH

OU

LD

ER

4" W

HIT

E

ZO

NE

O

F L

IMIT

ED

S

IGH

T

DIS

TA

NC

E

FO

R C

AR

X

NO

PA

SS

ING

Z

ON

E L

INE

4" Y

EL

LO

W2

" f

rom

CL

4" W

HIT

E

4" W

HIT

E

4" W

HIT

E

4" Y

EL

LO

W

NO

PA

SS

ING

Z

ON

E L

INE

4" Y

EL

LO

W2

" f

rom

CL

SH

OU

LD

ER

4" W

HIT

E

4" W

HIT

E

4" Y

EL

LO

W

CA

R X

CA

R Y

CL

ZO

NE

O

F L

IMIT

ED

S

IGH

T

DIS

TA

NC

E

FO

R C

AR

Y

8" W

HIT

E

ZO

NE

O

F L

IMIT

ED

S

IGH

T

DIS

TA

NC

E

FO

R C

AR

X

ZO

NE

O

F L

IMIT

ED

S

IGH

TD

IST

AN

CE

FO

R C

AR

Y

NO

PA

SS

ING

Z

ON

E L

INE

4" Y

EL

LO

W2

" f

rom

CL

8" W

HIT

E

8" W

HIT

E

8" W

HIT

E

4" Y

EL

LO

WN

O P

AS

SIN

G

ZO

NE

LIN

E

4" Y

EL

LO

W2

" f

rom

CL

8" W

HIT

E

8" W

HIT

E

4" Y

EL

LO

W

CA

R Y

CL

CA

R X

Paint application rates shall be as follows:

UNDIVIDED ROADWAY

ROUTES: ROUTES: SD50 34 SD42

SD44 SD50

Two Lane Roadway

(Rate for one line)

Dashed Yellow Centerline Rate = 4.6 Gal/Pass-Mile

Solid Yellow Centerline Rate = 16.9 Gal/Pass-Mile

Solid White Solid White Edgeline – 8” Edgeline – 4” Rate = 33.8 Rate – 16.9

Gal/Pass-Mile Gal/Pass-Mile

Typical pavement marking will be applied throughout the entire length of applicable sections of roadway. Traffic Control will be incidental to the cost of application. The striper and advance or trailing warning vehicle will be equipped with flashing amber lights and advance warning arrow board. 4” Yellow Skip Centerline (when not adjacent to a 4” Yellow No Passing Zone) will be placed consistently to the south or east of centerline.

ESTIMATED QUANTITIES

ROUTES PAVEMENT MARKING PAINT

WHITE YELLOW

SD34 571 97 SD42 398 100 SD44 593 123 SD50 354 166


P 0021(166) & NH-P 0023(50) 12 19

FURNISHING AND APPLYING PAVEMENT MARKING PAINT

NH-P 0023(50) 05Y0

STATE OF SOUTH

DAKOTA NH-P 0021(157)

SHEET

22 43

TOTAL SHEETS

PROJECT

DIVIDED ROADWAY FOUR LANE ROADWAY

(ONE DIRECTION SHOWN) WITH LEFT TURN LANE

AT INTERSECTING ROADS

AND STREETS

SD50 West Segment Part 10'

30'

25'

12' 11' 11'-6" 11' 11'-8"

12' 12'

30' 11'-8" 11'-8"

10'

12' 12' 12' 12' 12'

30'

10'

FOUR LANE ROADWAY

WITH CENTER TURN LANE

AT ENTRANCES

SD50W Part & SD50 West Segment Part

11'-2" 11'-8"

10'

30'

12' 12'

12' 12'

12' 11' 11' 11' 11'-8"

12' 12' 12' 12' 12'

SD50WL, SD50EL,

SD50E & SD50W Part

SD50 East Segment

TWO LANE ROADWAYM

ED

IAN

S

HO

UL

DE

R

OU

TS

IDE

S

HO

UL

DE

R

4" W

HIT

E -

2" f

rom

CL

4" W

HIT

E

4" Y

EL

LO

W

CL

4" Y

EL

LO

W -

2" fro

m C

L

4" Y

EL

LO

W -

2" fro

m C

L

SH

OU

LD

ER

4" Y

EL

LO

W -

2" fro

m C

L

CU

RB

&

GU

TT

ER

4" Y

EL

LO

W -

2" fro

m C

L

4" W

HIT

E2

" f

rom

CL

60

' G

AP

4" Y

EL

LO

W -

2" fro

m C

L

4" Y

EL

LO

W -

2" fro

m C

L

CU

RB

&

GU

TT

ER

SH

OU

LD

ER

4" W

HIT

E

4" W

HIT

E -

2" f

rom

jo

int

4" W

HIT

E

4" W

HIT

E -

2" f

rom

jo

int

4" W

HIT

E -

2" f

rom

jo

int

4" W

HIT

E -

2" f

rom

jo

int

CL CL

SH

OU

LD

ER

4" W

HIT

E

ZO

NE

O

F L

IMIT

ED

S

IGH

T

DIS

TA

NC

E

FO

R C

AR

X

NO

PA

SS

ING

Z

ON

E L

INE

4" Y

EL

LO

W

2" f

rom

CL

4" W

HIT

E

4" W

HIT

E

4" W

HIT

E

4" Y

EL

LO

W

NO

PA

SS

ING

Z

ON

E L

INE

4" Y

EL

LO

W2

" f

rom

CL

SH

OU

LD

ER

4" W

HIT

E

4" W

HIT

E

4" Y

EL

LO

W

CA

R X

CA

R Y

CL

ZO

NE

O

F L

IMIT

ED

S

IGH

T

DIS

TA

NC

E

FO

R C

AR

X

Paint application rates shall be as follows:

DIVIDED ROADWAY UNDIVIDED ROADWAY

ROUTES ROUTES ROUTES: SD50WLE SD50W Part SD50 East Segment SD50EL SD50 West Segment SD50E

SD50W Part

Four Lane Five Lane Roadway Two Lane Roadway

(Rate for one line) (Rate for one line) (Rate for one line)

Solid Yellow Edgeline Dashed Yellow Centerline Dashed Yellow Centerline Rate = 16.9 Gal/Pass Mile Rate = 4.6 Gal/Pass Mile Rate = 4.6 Gal/Pass-Mile

Dashed White Centerline Solid Yellow Centerline Solid Yellow Centerline Rate = 4.6 Gal/Pass Mile Rate = 16.9 Gal/Pass Mile Rate = 16.9 Gal/Pass-Mile

Solid White Edgeline Dashed White Laneline Solid White Edgeline Rate = 16.9 Gal/Pass Mile Rate = 4.6 Gal/Pass Mile Rate = 16.9 Gal/Pass Mile

Solid White Laneline Rate = 16.9 Gal/Pass Mile

Solid White Edgeline (Not applicable in curb & gutter) Rate = 16.9 Gal/Pass Mile

Typical pavement marking will be applied throughout the entire length of applicable sections of roadway. Traffic Control will be incidental to the cost of application. The striper and advance or trailing warning vehicle will be equipped with flashing amber lights and advance warning arrow board. 4” Yellow Skip Centerline (when not adjacent to a 4” Yellow No Passing Zone) will be placed consistently to the south or east of centerline.

ESTIMATED QUANTITIES

ROUTES PAVEMENT MARKING PAINT

WHITE YELLOW

SD50WL 4 5 SD50EL 14 11 SD50E 103 83 SD50W 5 11

SD50 West Segment 5 4 SD50 East Segment 204 81


P 0021(166) & NH-P 0023(50) 13 19

1:7000

Plot

Scale -

tr

mi1nt06

Plotted

Fro

m -

File - ...\buff05

XX\

Stop

Line 19 05

XX.dgn

1Plot

Na

me -


DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

LI

NE

OF

SI

GH

T

LI

NE

OF

SI

GH

T

SH

OU

LD

ER

SH

OU

LD

ER

SH

OU

LD

ER

SHOULDER

SHOULDER

INTERSECTING ROAD

FROM THE EDGE OF

10' MINIMUM TO 30' MAXIMUM

STOP LINE TO BE LOCATED

STOP LINE PAVEMENT MARKING INSTALLATION

TRAFFIC

TO VIEW INTERSECTING

THE BEST SIGHT DISTANCE

LOCATION TO OBTAIN

INSTALL STOP LINE AT

1100'

1100'*

*

*

height and vehicle height.

combination truck. Use 3.5' eye

- Based on 11.5 second time gap for

(48"x 48")

12' 12'

AHEAD

STOP

STOP

STOP BAR

24" WHITE

25'

8'-0"

1'-4" 1'-4"8" 8" 1'-4"8"1'-4"

7'-4"

8'-0"

1'-4" 8" 1'-4" 8" 1'-4" 8" 1'-4" 8" 1'-4"

9'-4"

IN PLACE

(48"X48")

R1-1

750'- 8

50'

50'

50'2

5'

only.

Shown for reference

DOT Maintenance.

this location by State

Sign to be relocated to

(Typical)

PAVEMENT MARKING

INTERSECTION APPROACH

OF THE STOP LINE.

THE HIGHWAY AUTHORITY SHALL DETERMINE THE LOCATION

NOTE:

Revised 11-19-09, SJ

W3-1

P 0021(166) & NH-P 0023(50) 14 19

1 1/4" - 1 1/2"

1" - 1 1/4"

7/8" - 1"

3/4" - 7/8"

5/8" - 3/4"

3/8" - 1/2"

1/4" - 3/8"

3/16" - 1/4"

Joint Width

2"

1 1/2"

1 1/4"

1"

7/8"

5/8"

1/2"

3/8"

Rod Diameter

Diameter for Joint Width

Recommended Backer Rod

no bond or reaction shall occur between the rod and the sealant.

to be sealed. The backer rod shall be compatible with the sealant and

approximately 25 percent larger in diameter than the width of the joint

The backer rod shall be a nonmoisture absorbing, resilient material

* Inert compressible material required for cracks 3/8" or more in width.

TYPICAL RESERVOIR SECTION

Crack

Existing

Medium

* Blocking

Concrete

Asphalt

Existing

Roadway

Top ofW

D

D & W = 3/4"

1:7000

Plot

Scale -

tr

mi1nt06

Plotted

Fro

m -

File - ...\

Typical

Reservoir

Section 19 05

XX.dgn

1Plot

Na

me -


DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P 0021(166) & NH-P 0023(50) 15 19

20'

20'

Space

Buffer

W20-1AHEAD

WORK

ROAD

AA

A

ROAD WORK

END

ROAD WORK

END

2G

WORK SPACE

(A)

(Feet)

Signs

Advance Warning

Spacing of

(M.P.H.)

Work

Prior to

Speed

Posted

(G)

(Feet)

Devices

Channelizing

Spacing of

0 - 30

60 - 65

55

200

350

500

750

1000

25

25

50

50

50

G20-2

G20-2

(Max.)

100'

Traffic

Taper

One

Lane

Tw

o-

way

(Max.)

100'

required.

control intersecting road traffic as

be used at intersecting roads to

Channelizing devices and flaggers shall

Flagger

Channelizing Device

as below.

in opposite direction same

Warning sign sequence

Space

Buffer

A

W20-4AHEAD

ROAD

ONE LANE

TO STOP

PREPARED

BE

accordingly.)

spacing

adjust sign

this sign and

is used, omit

If a pilot car

is not used.

if a pilot car

(Use this sign

directions, a single flagger may be used.

to road users approaching from both

roadways where the flagger is visible

with short work zones on straight

For low-volume traffic situations

duration operations (1 hour or less).

WORK signs may be omitted for short

The ROAD WORK AHEAD and the END ROAD

areas.

in advance of the liquid asphalt

FRESH OIL sign (W21-2) shall be displayed

when flaggers are not being used, the

For tack and/or flush seal operations,

advance warning signs.

may be used to call attention to the

Flashing warning lights and/or flags

or 42" cones.

The channelizing devices shall be drums

of stopped vehicles.

distance for the flagger and queue

curve to provide adequate sight

placed before a horizontal or verical

so that the two-way traffic taper is

The buffer space should be extended

area.

escorting traffic through the work

area when pilot cars are utilized for

along the centerline adjacent to work

Channelizing devices are not required

TRAFFIC CONTROL

W20-7

W3-4

LANE CLOSURE WITH FLAGGER PROVIDED

35 - 45

50

December 20, 2018

1:7000

Plot

Scale -

tr

mi1nt06

Plotted

Fro

m -

File - ...\63423

Sp

&

Ra

mp 19 05

XX.dgn

1Plot

Na

me -


DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

W O R K S P A C EW O R K S P A C E

Off Ramp

Spacing 50'

W O R K S P A C EW O R K S P A C E

On Ram

p

EXIT

4"4" 28"

12"12"

5'-6"

12"

5'-6"

1" Border

YIELD

(36"x 36"x 36")

R1-2

ROAD

AHEAD

100'+

WORK

*400'

400'

**

SPEED

LIMIT

5/8" Margin

(48"x 48")

W20-1

Spacing 25' (first five devices, each side of ramp)

*

**

(36"x 32")

E5-1

2G (typ.)

50

50

50

50

25

25

(G)

(FEET)

Devices

Channelizing

Spacing of

5"

6"

4"

12"

5"

by the Engineer.Symbol sign to be determined at the siteNeed and location for Flagger and Flagger

mainline speed limit.Speed limit to be the same as interstate

for other warning sign installations.Spacing may need to be adjusted to allow

Reflectorized Drums or 42" Cones

Reflectorized Drums

TRAFFIC CONTROL

(36"x 48")

R2-1

ENTRANCE RAMP AND EXIT RAMP DETAILS

(48"x 48")

W20-7

70 - 80

60 - 65

55

45 - 50

35 - 40

0 - 30

(M.P.H.)

Work

Prior to

Speed

Posted

P 0021(166) & NH-P 0023(50) 16 19

STATE OF

SOUTH DAKOTA

SINGLE PRJ TEXT SIZE MULTIPLE PRJ TEXT SIZE

SHEET

F2 F__

TOTAL SHEETS

PROJECT

P 0021(166) & NH-P 0023(50) 17 19

STATE OF

SOUTH DAKOTA

SINGLE PRJ TEXT SIZE MULTIPLE PRJ TEXT SIZE

SHEET

F2 F__

TOTAL SHEETS

PROJECT

P 0021(166) & NH-P 0023(50) 18 19

ITEMIZED LIST FOR TRAFFIC CONTROL

STATE OF SOUTH



SHEET

F1 F__

TOTAL SHEETS

PROJECT

P 0021(166) 05XX

SD34 BUFFALO COUNTY

CONVENTIONAL ROAD

SIGN

CODE SIGN DESCRIPTION NUMBER SIGN SIZE

SQFT

PER SIGNSQFT

0.000001

W3-4 BE PREPARED TO STOP 2 48'' x 48'' 16.0 32.0

W20-1 ROAD WORK AHEAD 2 48'' x 48'' 16.0 32.0

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

CONVENTIONAL ROAD

TRAFFIC CONTROL SIGNS SQFT137.0

1 SD42 McCOOK COUNTY

CONVENTIONAL ROAD

SIGN


SQFT

PER SIGNSQFT

0.000001





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

CONVENTIONAL ROAD


1 SD44 DOUGLAS & HUTCHINSON COUNTIES

CONVENTIONAL ROAD

SIGN


SQFT

PER SIGNSQFT

0.000001





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

CONVENTIONAL ROAD


1 SD50 BUFFALO COUNTY

CONVENTIONAL ROAD

SIGN


SQFT

PER SIGNSQFT

0.000001





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

CONVENTIONAL ROAD


1

NH-P 0023(50) 05Y0

SD50WL, SD50EL, SD50E, SD50W & SD50 West Segment CLAY & UNION COUNTIES

EXPRESSWAY / INTERSTATE

SIGN


SQFT

PER SIGNSQFT

0.000001

R1-2 YIELD 1 36'' 3.9 3.9

R2-1 SPEED LIMIT 45 3 36'' x 48'' 12.0 36.0

R2-1 SPEED LIMIT 65 4 36'' x 48'' 12.0 48.0

R2-1 SPEED LIMIT 70 1 36'' x 48'' 12.0 12.0

R2-6aP FINES DOUBLE (plaque) 1 36'' x 24'' 6.0 6.0

W3-5 SPEED REDUCTION AHEAD (45 MPH) 1 48'' x 48'' 16.0 16.0

W3-5 SPEED REDUCTION AHEAD (65 MPH) 2 48'' x 48'' 16.0 32.0

W4-2 LEFT or RIGHT LANE ENDS (symbol) 3 48'' x 48'' 16.0 48.0


W20-5 LEFT or RIGHT LANE CLOSED AHEAD 3 48'' x 48'' 16.0 48.0


G20-2 END ROAD WORK 2 48'' x 24'' 8.0 16.0

SPECIAL EXIT ↗ 1 36'' x 32'' 8.0 8.0 0.000001

EXPRESSWAY / INTERSTATE


1 SD50 East Segment UNION COUNTY

CONVENTIONAL ROAD

SIGN


SQFT

PER SIGNSQFT

0.000001





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

CONVENTIONAL ROAD


1

P 0021(166) & NH-P 0023(50) 19 19

total perkins state of south dakota -...

Documents