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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 -' <I u (./)
>---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 ~ <I z >---0 -' Q.
z 0 0
tSl >-10 tSl .. X X 10 tSl -' >---
>---
-' <I LU (./)
"" u <I a: u <I LU a: <I
z <I >-.. >--
~
tr
tSl N /
LU -' LL
P 0021(166) & NH-P 0023(50) 3 19
LU -' <I u (./)
>---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
Plottino Dote: 01/04/2019
' 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 ~ <I z >---0 -' Q.
z 0 0
IS) >-10 IS) .. X X 10 IS)
-' >---
>---
-' <I LU (./)
"" u <I a: u <I LU a: <I
z <I >-.. >--~
tr IS) N /
LU -' u.
P 0021(166) & NH-P 0023(50) 4 19
LU -' <I u (./)
>---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
Plottino Dote: 01/04/2019
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
10
• w < > <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.-\\ \ <I i w > ~· • w<I> 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 > <I • 0 st" ,._ __
---
I • w ' \ > <I • 31 32 st" 33 a, fY")
\ 279 ST • ------
(160' W of Jct SD44)
ADT (2017) 1,434
....
LU ~ <I z >---0 -' Q.
z 0 0
tSi >U'l ISi .. X X U'l ISi -' >---
>---
-' <I LU (./)
"" u <I a: u <I LU a: <I
z <I >-.. >--
~
tr
ISi N /
LU -' u.
P 0021(166) & NH-P 0023(50) 5 19
LU -' <I u (./)
>---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
Plottino Dote: 01/04/2019
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 ~ <I z >---0 -' Q.
z 0 0
tSl >ID tSl .. X X ID tSl -' >---
>---
-' <I LU (./)
"" u <I a: u <I LU a: <I
z <I >-.. >--
~
tr
tSl N /
LU -' u.
P 0021(166) & NH-P 0023(50) 6 19
LU -' <I u (./)
>---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
Plottino Dote: 01/04/2019
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 ~ <I z >---0 -' Q.
z 0 0
IS) >-10 IS) .. X X 10 IS)
-' >---
>---
-' <I LU (./)
"" u <I a: u <I LU a: <I
z <I >-.. >--~
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
DAKOTA SINGLE PRJ TEXT SIZE
MULTIPLE PRJ TEXT SIZE
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
DAKOTA SINGLE PRJ TEXT SIZE
MULTIPLE PRJ TEXT SIZE
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
DAKOTA SINGLE PRJ TEXT SIZE
MULTIPLE PRJ TEXT SIZE
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
Yellow Centerline Dashes = 11.596 miles @ 4.6 Gal/Mile 53.3
Solid Yellow Centerline = 2.736 miles @ 16.9 Gal/Mile 46.2
4” Solid White Edgeline = 23.464 miles @ 16.9 Gal/Mile 396.5
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 398 100 SD44 White Yellow
Yellow Centerline Dashes = 17.421 miles @ 4.6 Gal/Mile 80.1
Solid Yellow Centerline = 2.535 miles @ 16.9 Gal/Mile 42.8
4” Solid White Edgeline = 35.050 miles @ 16.9 Gal/Mile 592.3
24” White Stop Line = 0.009 miles @ 101.4 Gal/Mile 0.9
TOTAL GALLONS 593 123 SD50 White Yellow
Yellow Centerline Dashes = 8.941 miles @ 4.6 Gal/Mile 41.1
Solid Yellow Centerline = 7.368 miles @ 16.9 Gal/Mile 124.5
4” Solid White Edgeline = 20.947 miles @ 16.9 Gal/Mile 354.0
24” White Stop Line = 0.002 miles @ 101.4 Gal/Mile 0.2
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
4” Solid White Edgeline = 0.180 miles @ 16.9 Gal/Mile 3.0
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
Double Yellow for Gore Area = 2 (4” line) x 0.056 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 = 0.560 miles @ 4.6 Gal/Mile 2.6
4” Solid White Edgeline = 0.529 miles @ 16.9 Gal/Mile 8.9
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
DAKOTA SINGLE PRJ TEXT SIZE
MULTIPLE PRJ TEXT SIZE
SHEET
F5 F__
TOTAL SHEETS
PROJECT
PERMANENT PAVEMENT MARKING (CONTINUED)
TABLES OF PERMANENT PAVEMENT MARKING
NH-P 0023(50) 05Y0
SD50E White Yellow
Double Yellow for Gore Area = 2 (4” line) x 0.202 miles @ 16.9 Gal/Mile
6.8
4” Solid Yellow Edgeline = 4.485 miles @ 16.9 Gal/Mile 75.8
White Centerline Dashes = 4.880 miles @ 4.6 Gal/Mile 22.4
4” Solid White Edgeline = 4.770 miles @ 16.9 Gal/Mile 80.6
TOTAL GALLONS 103 83 SD50W White Yellow
Double Yellow for Gore Area = 2 (4” line) x 0.169 miles @ 16.9 Gal/Mile
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
White Centerline Dashes = 0.230 miles @ 4.6 Gal/Mile 1.1
4” Solid White Edgeline = 0.230 miles @ 16.9 Gal/Mile 3.9
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
White Centerline Dashes = 0.201 miles @ 4.6 Gal/Mile 0.9
4” Solid White Edgeline = 0.151 miles @ 16.9 Gal/Mile 2.6
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
Yellow Centerline Dashes = 5.553 miles @ 4.6 Gal/Mile 25.5
Solid Yellow Centerline = 3.264 miles @ 16.9 Gal/Mile 55.2
4” Solid White Edgeline = 12.087 miles @ 16.9 Gal/Mile 204.3
TOTAL GALLONS 204 81
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.
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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
TOTAL GALLONS 1916 486
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
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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
TOTAL GALLONS 335 195
P 0021(166) & NH-P 0023(50) 13 19
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01/04/2019Plotting Date:
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
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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
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Typical
Reservoir
Section 19 05
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01/04/2019Plotting Date:
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
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01/04/2019Plotting Date:
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
DAKOTA SINGLE PRJ TEXT SIZE
MULTIPLE PRJ TEXT SIZE
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
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 SD44 DOUGLAS & HUTCHINSON COUNTIES
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 SD50 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
NH-P 0023(50) 05Y0
SD50WL, SD50EL, SD50E, SD50W & SD50 West Segment CLAY & UNION COUNTIES
EXPRESSWAY / INTERSTATE
SIGN
CODE SIGN DESCRIPTION NUMBER SIGN SIZE
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
W20-1 ROAD WORK AHEAD 4 48'' x 48'' 16.0 64.0
W20-5 LEFT or RIGHT LANE CLOSED AHEAD 3 48'' x 48'' 16.0 48.0
W20-7 FLAGGER (symbol) 2 48'' x 48'' 16.0 32.0
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
TRAFFIC CONTROL SIGNS SQFT369.9
1 SD50 East Segment UNION 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
P 0021(166) & NH-P 0023(50) 19 19
Recommended