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4- 2
1 K
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872-
01
Hos
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#4-
106
KA
587
1-01
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64
Page 2 of 14
4- 6
4 K
A 5
873-
01Hos
t Pro
ject
#4-
106
KA
587
1-01
KansasGeneral Notes 7/7/2020
Page 1 of 1
Department of Transportation
Project No.
NoteRAP samples are available on KDOT mixing strip 2-3-56, which is located on the north side of K-4 Highway at the Dickinson/Morris County Line. Contact the Marion Office at 620-382-3717 with questions.
1
2 The contractor will be responsible for noting the location of all pavement markings and reinstalling these in the proper location after the overlay. This work is subsidiary to other items in the contract.
3 The contractor is responsible for establishing and maintaining centerline of the traveled way for the duration of the project. Splitting the traveled way with a tape measure is an acceptable technique to establish centerline. This work is subsidiary to other items in the contract.
4 The asphalt plant must be on the project site prior to the start of the milling.
5 When milling mainline areas, a full width mill head will be required to maintain cross slope of the existing lane being milled in one pass. A smaller mill head will be allowed on miscellaneous areas as approved by the engineer and will not be allowed to perform mainline milling.
6 The specified milling depth shown on the typical section is intended to be a constant “nominal” depth across the entire roadway. This depth may be altered by the Engineer to prevent “slabbing” or loss of the remaining existing surface lift. The change in milling depth and resulting overrun or underrun of millings shall not justify a revised price or claim of additional costs.
7 Milling thickness to be adjusted at the bridge approaches, at grade railroad crossings, and points of termination to allow a reasonable transition to the adjacent surfaces.
8 All milled material shall become property of the Contractor and removed from the project.
Page 3 of 14
Milling thickness to be adjusted at the bridge approaches and points of termination to allow a reasonable transitionto the adjacent surfaces.
4-106 KA 5871-01
TYPICAL SECTION
Rock Wedge1.5 in. Overlay
0.75 in. Mill Rock Wedge
v
t1:1 @ edge of Asphalt Match Existing Surface 2_ft±
> >24 ft + wedge
not to scale
a Typical slope 1.56 % on tangents and on super-elevated sections to match existing super or as directed by the Engineer.
® Existing surface may be irregular and contain edge ruts. Contractor to fill to finished slope. Material for wedges shall be furnished by the contractor and paid for as “Pavement Edge Wedge (Rock)”.
• To allow for a reasonable transition the overlay is to be tapered approximately three feet at all paved side roads and entrances (except those that are approved to be fully paved).
ROADWAY WIDTHSApprox.Width
SquareYardLocation mile feetLocation
Roadway Widenings:CL US-77 to MR Cty line 0.146 24' +/- US-77Jct. radii 11950Exemptions: NB US-77 lanes - 0.027
0.141Net Length 3' Ext to paved SR and Ent 220 1.5 ton
(Rdwy total = 1992 sq yd)
RATE OF APPLICATION
Quantity based on SR- 12.5A @0.0816 Ton/yd2
PG 64 - 22
SS-1HP @ 0.05 gal/yd2
AS-1 @ 150 lb/ft3
Millings Computed @ 145 lb/ft3
KANSAS DEPARTMENT OF TRANSPORTATIONDate: 7/7/2020 4:41 PM
PROJ. NO.4-21 KA TITLE: MILLOLROCKWDickinson Co.
Page 4 of 14
KA 5872-01
SS-1HP or approved alternate shall be used for tack.
ASP
HA
LT A
PPR
OA
CH
OV
ERLA
Y: T
he a
ppro
ach
and
exit
over
lay
shal
l be
Asp
halt
Mix
ture
, as
spec
ified
on
the
plan
s or
pai
d by
the
bid
item
des
igna
ted. T
he o
verla
y sh
all t
aper
from
the
exist
ing
surfa
ce in
a m
anne
r tha
t will
pro
vide
a sm
ooth
tran
sitio
n in
gra
de a
s sho
wn.
Mill
ed m
ater
ial s
hall
be
disp
osed
of i
n a m
anne
r and
at a
loca
tion
appr
oved
by th
e En
gine
er o
r as
othe
rwise
des
igna
ted
on th
e nl
ans
or n
otes
.
25’
1”
TYPI
CA
L TA
PER
RA
TIO
50 ft
.Fi
nal S
urfa
ce<
Las
ting
Surf
ace
or B
ridge
end
A1.5
in.
Mill
ed S
urfa
ce
1.5”
Asp
halt
Mix
ture
Poin
t of T
erm
inat
ion
(End
of P
roje
ct, B
ridge
, R
R x
-ing,
etc
.)TY
PIC
AL
TRA
NSI
TIO
N
Loca
tion
Des
crip
tion
Sq. Y
d.U
S-77
Jet.
24' w
ide
x 50
' roa
dway
+ 2
ea
50' r
adii
252.
6
Co.
Date
: 7/7
/202
0 5:
06 P
MD
icki
nson
KA
NSA
S D
EPA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
PRO
J. N
O.4
-21
KATI
TLE:
MIL
LING
TR
AN
SITI
ON
Page 5 of 14
5872
-01
SUM
MAR
Y O
F PA
VEM
ENT
MA
RK
ING
S12
"24
"4"
4"S
olid
4"6"
Solid
12"
8"8"
8"12
"12
"24
"4"
6"6"
6"6"
4"
Sol
id
WH
ITE
Edg
e Lin
e
6"6" B
roke
n W
HITE
La
ne Lin
eYE
LLOW
Line
Brok
enYE
LLOW
YELL
OW
Edge
Line
Solid
Solid
W
HITE
G
ore L
ine
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ted
WH
ITE
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nsio
nLi
ne
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idW
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ED
iago
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evro
nLi
ne
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Solid
Solid
Solid
Solid
Solid
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HITE
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ne Lin
e
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TE
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TE
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)
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ITE
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sion
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TE
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ne
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OWD
iago
nal
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TE
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I Cr
ossw
alk
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TE
Type
II Cr
ossw
alk
Line
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TE
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Line
YELL
OW
Edge
Line
YELL
OWD
oubl
eLi
ne
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TE
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LOCA
TION
Line
1670
017
515
51Pr
ojec
t
TOTA
LS16
00
00
00
700
175
00
00
00
1551
00
00
0
NOTE
: ALL
TOTA
LS R
EFLE
CT A
CTU
AL Q
UAN
TITY
OF
PAVE
MEN
T MAR
KING
MAT
ERIA
LS R
EQUI
RED
Proj
ect N
o.4-
21 K
A
Page 6 of 14
5872
-01
Project No. 4-21 KA
RECAPITULATION OF QUANTITIESITEMS TOTAL UNITS
InftPAVEMENT MARKING (MULTI-COMPONENT)(WHlTE)(4")
InftPAVEMENT MARKING (MULTI-COMPONENT)(WHlTE)(6") 1551
InftPAVEMENT MARKING (MULTI-COMPONENT)(WHlTE)(8")
InftPAVEMENT MARKING (MULTI-COMPONENT)(WHlTE)(12")
InftPAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4") 875
InftPAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(6")
InftPAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(12")
Inft'PAVEMENT MARKING (THERMQPLASTIC)(WHITE)(4")
InftPAVEMENT MARKING (THERMOPLASTIC)(WHITE)(6")
InftPAVEMENT MARKING (THERMOPLASTIC)(WHITE)(8")
InftPAVEMENT MARKING (THERMOPLASTIC)(WHITE)(12")PAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(4") Inft
InftPAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(6")
InftPAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(12")
InftPAVEMENT MARKING (EPOXY)(WHITE)(4")InftPAVEMENT MARKING (EPOXY)(WHlTE)(6")
InftPAVEMENT MARKING (EPOXY)(WHlTE)(8")InftPAVEMENT MARKING (EPQXY)(WH1TE)(12")
InftPAVEMENT MARKING (EPOXY)(YELLOW)(4")PAVEMENT MARKING (EPOXY)(YELLQW)(6") Inft
PAVEMENT MARKING (EPOXY)(YELLOW)(12") Inft
InftPAVEMENT MARKING (INTERSECTION GRADE) (WHITE) (12")
InftPAVEMENT MARKING (INTERSECTION GRADE)(WHITE)(24") 16
InftPAVEMENT MARKING (INTERSECTION GRADE)(YELLOW)(12")
EACH(WHITE) (R/R XING)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)EACH(WHITE) (Lt Turn Arrow)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)
(WHITE) (Rt Turn Arrow) EACHPAVEMENT MARKING SYMBOL (INTERSECTION GRADE)EACH(WHITE) (ONLY)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)EACH(WHITE) (Rt/Thru Arrow)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)
InftPAVEMENT MARKING REMOVAL
NOTE:WORDS & SYMBOLS SHALL CONFORM TO THE LATEST EDITION OF "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS" PRINTED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
PRIOR TO COMMENCEMENT OF PAVEMENT MARKING WORK THE ENGINEER WILL ESTABLISH THE LIMITS FOR "NO PASSING" ZONES. THESE LIMITS SHALL BE USED FOR THE LOCATION OF " NO PASSING" LINES AND FOR THE COMPUTATION OF ACTUAL MARKING QUANTITIES FOR THIS LINE TYPE
Page 7 of 14
KA 5872-01
TYPICAL SECTION¥
Rock Wedge1.5 in. Overlay
Rock Wedge0.75 in. Mill
ir
t t 2_ft±Match Existing Surface1:1 @ edge of Asphalt>-4 ><
wedge24 ft +
not to scale
• Typical slope 1.56 % on tangents and on super-elevated sections to match existing super or as directed by the Engineer.
® Existing surface may be irregular and contain edge ruts. Contractor to fill to finished slope. Material for wedges shall be furnished by the contractor and paid for as “Pavement Edge Wedge (Rock)”.
• To allow for a reasonable transition the overlay is to be tapered approximately three feet at all paved side roads and entrances (except those that are approved to be fully paved).
ROADWAY WIDTHSSquareYard
Approx.Width feetLocationLocation mile
Widenings:Roadway50 2224' +/- Br. 036 approachesDK County line to US-77 Jet. 32.115
11Br. 013 approaches 50Exemptions:22Br. 033 approaches 50-0.117 26' +/--Br. 036, 013, 041, 033, 042
253-Bricks from 5th to C&G W of 50K-57 Jet.300 586K-177 Jet..-0.434Walnut in White City
Net LengthTotal 89431.564
(Rdwy total = 444,424 sq yd)
3' Ext to paved SR and Ent. 11,113 76 ton
RATE OF APPLICATION
Quantity based on SR- 12.5A @0.0816 Ton/yd2
PG 64 - 22
SS-1HP @ 0.05 gal/yd2
AS-1 @150 lb/ft3
Millings Computed @ 145 lb/ft3
KANSAS DEPARTMENT OF TRANSPORTATIONDate: 7/7/2020 4:42 PM
PROJ. NO.4-64 KA TITLE: MILLOLROCKWCo.Morris
Page 8 of 14
SS-1HP or approved alternate shall be used for tack.
5873-01
ASP
HA
LT A
PPR
OA
CH
OV
ERLA
Y: T
he a
ppro
ach
and
exit
over
lay
shal
l be
Asp
halt
Mix
ture
, as
spec
ified
on
the
plan
s or
pai
d by
the
bid
item
des
igna
ted. T
he o
verla
y sh
all t
aper
from
the
exist
ing
surfa
ce in
a m
anne
r tha
t will
pro
vide
a sm
ooth
tran
sitio
n in
gra
de a
s sh
own.
Mill
ed m
ater
ial s
hall
be
disp
osed
of i
n a m
anne
r and
at a
loca
tion
appr
oved
by
the
Engi
neer
or a
s ot
herw
ise d
esig
nate
d on
the
plan
s or
not
es.
25’
1”
TYPI
CA
L TA
PER
RA
TIO
50 ft
.Fi
nal S
urfa
ce4
F/xi
stin
g Su
rfac
eor
Bri
dge
end
\1.5
in.
Mill
ed S
urfa
ce
1.5”
Asp
halt
Mix
ture
Poin
t of T
erm
inat
ion
(End
of P
roje
ct, B
ridge
, R
R x
-ing,
etc
.) 1
TYPI
CA
L TR
AN
SITI
ON
Des
crip
tion
Sq. Y
d.Lo
catio
nBr
. 036
app
roac
hes
2 ea
24-2
8' w
ide
x 50
'28
8.9
2 ea
24-
26' w
ide
x 50
'Br
. 013
app
roac
hes
277.
85t
h St
reet
, S s
ide
of W
hite
City
24' x
50'
133.
3W
alnu
t Stre
et, E
side
of W
hite
City
24' x
50'
133.
3Br
. 041
App
roac
hes
2 ea
24'
x 50
'26
6.7
2 ea
24-2
8' w
idex
50'
Br. 0
33 A
ppro
ache
s28
8.9
2 ea
24'
x 50
'Br
. 042
App
roac
hes
266.
7K
-57
Jet.,
N "
leg"
24' x
50'
133.
348
' wid
e x
50' R
oadw
ay +
2 e
a 50
' rad
ii38
5.9
US-
77 Je
t.
Co.
Date
: 7/7
/202
0 5:
06 P
MM
orri
sK
AN
SAS
DE
PAR
TM
ENT O
F T
RA
NSP
OR
TA
TIO
N
TITL
E: M
ILLI
NG T
RA
NSI
TIO
NPR
OJ. N
O.4
-64
Page 9 of 14
KA
587
3-01
SUM
MAR
Y O
F PA
VEM
ENT
MA
RK
ING
S8"
8"8"
12"
12"
12"
Solid
4"4"
Sol
id6"
6" B
roke
n W
HIT
E La
ne Lin
e
6"6"
6"6"
24"
24"
4”
4"4"
6"So
lid12
"S
olid
WH
ITE
Gor
e Lin
e
Dot
ted
WH
ITE
Exte
nsio
nLi
ne
Solid
Solid
Brok
enY
ELL
OW
Line
WH
ITE
Edg
e Lin
eSo
lidBr
oken
W
HIT
E
Lane
Line
(PO
P)
Dot
ted
WH
ITE
Exte
nsio
nLi
ne
Brok
en
WH
ITE
Lane
Drop
Li
ne
Sol
id
WH
ITE
Lane
Line
Brok
en
WH
ITE
Lane
Drop
Li
ne
Sol
id
WH
ITE
Type
I C
ross
wal
k Li
ne
Sol
id
WH
ITE
Type
II C
ross
wal
k Li
ne
Sol
id
WH
ITE
Sto
p Lin
e
Dot
ted
YE
LLO
WDo
uble
Line
Sol
idY
ELL
OW
Dou
ble
Line
YE
LLO
WLi
neY
ELL
OW
Edge
Line
Solid
WH
ITE
Edge
Line
WH
ITE
Dia
gona
lLi
ne
WH
ITE
Che
vron
Line
YE
LLO
WD
iago
nal
Line
LOCA
TION
436
781
Pro
ject
3311
3362
7668
478
071
4082
3
TOTA
LS43
60
00
00
00
062
078
176
684
7807
140
823
033
1133
00
00
NO
TE: A
LL TO
TALS
RE
FLE
CT A
CT
UA
L QU
AN
TITY
OF
PA
VE
ME
NT M
AR
KIN
G M
ATE
RIA
LS R
EQ
UIR
ED
Pro
ject
No.
4-64
KA
Page 10 of 14
5873
-01
4-64 KAProject No.
RECAPITULATION OF QUANTITIESITEMS UNITSTOTAL
InftPAVEMENT MARKING (MULTI-COMPONENT)(WHlTE)(4")
Inft331569PAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(6")InftPAVEMENT MARKING (MULTl-COMPONENT)(WHITE)(8")InftPAVEMENT MARKING (MULTI-COMPONENT)(WHITE)(12")
Inft196359PAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(4")InftPAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(6")InftPAVEMENT MARKING (MULTI-COMPONENT)(YELLOW)(12")
InftPAVEMENT MARKING (THERMQPLASTIC)(WHITE)(4")
InftPAVEMENT MARKING (THERMOPLASTIC)(WHITE)(6")InftPAVEMENT MARKING (THERMOPLASTIC)(WHITE)(8")
InftPAVEMENT MARKING (THERMQPLAST1C)(WHITE)(12")
InftPAVEMENT MARKING (THERMOPLASTIC)(YELLOW)(4")InftPAVEMENT MARKING (THERMQPLASTIC)(YELLQW)(6")InftPAVEMENT MARKING (THERMOPLASTIC)(YELLQW)(12")
InftPAVEMENT MARKING (EPOXY)(WHITE)(4")InftPAVEMENT MARKING (EPOXY)(WHITE)(6")InftPAVEMENT MARKING (EPOXY)(WHlTE)(8")InftPAVEMENT MARKING (EPOXY)(WHITE)(12")InftPAVEMENT MARKING (EPOXY)(YELLOW)(4")InftPAVEMENT MARKING (EPOXY)(YELLOW)(6")InftPAVEMENT MARKING (EPOXY)(YELLOW)(12")
InftPAVEMENT MARKING (INTERSECTION GRADE) (WHITE) (12")Inft62PAVEMENT MARKING (INTERSECTION GRADE)(WHlTE)(24")InftPAVEMENT MARKING (INTERSECTION GRADE)(YELLOW)(12")
EACH(WHITE) (R/RXING)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)EACH(WHITE) (Lt Turn Arrow)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)EACH(WHITE) (Rt Turn Arrow)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)EACH(WHITE) ( ONLY)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)EACH(WHITE) (Rt/Thru Arrow)PAVEMENT MARKING SYMBOL (INTERSECTION GRADE)
InftPAVEMENT MARKING REMOVAL
NOTE:WORDS & SYMBOLS SHALL CONFORM TO THE LATEST EDITION OF "STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS" PRINTED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
PRIOR TO COMMENCEMENT OF PAVEMENT MARKING WORK THE ENGINEER WILL ESTABLISH THE LIMITS FOR "NO PASSING" ZONES. THESE LIMITS SHALL BE USED FOR THE LOCATION OF " NO PASSING" LINES AND FOR THE COMPUTATION OF ACTUAL MARKING QUANTITIES FOR THIS LINE TYPE
Page 11 of 14
5873-01
Highway Sign ManualKansas Department of Transportation
ii*8
/ 12}
NOTE:When large radius turns are encountered, the stop line will extend from the centerline to a point 12’ from edge of pavement. At this point the stop line changes to angle that terminates it perpendicular to the edge of pavement.
Pavement MarkingsLONGITUDINAL LANE SEPARATION, TRANSVERSE, GORE & MEDIAN
STOP LINE
Released: July 1, 2007
G1-5Page 12 of 14
Highway Sign ManualKansas Department of Transportation
6" Solid White Edge Line6" Dotted White Extension Line
Side Road____
6" Solid White Edge Line4" Solid Yellow Double Line
4" Dotted Yellow Double Line (Optional)
%4" Solid Yellow Double Line 1
%55
mmMm6" Solid White Edge Line BI
l6" Dotted White Extension Line
III4" Dotted Yellow Double Line (Optional)
■■
4" Solid Yellow Double Line
6" Solid White Edge Line
Pavement Markings INTERSECTION APPROACHES
RURAL INTERSECTION ON A CURVE OR TURN
Released: July 1, 2007
G5-5Page 13 of 14
Page 14 of 14
SUMMARY OF TRAFFIC CONTROL DEVICES (FOR INFORMATION ONLY)
RECAPITULATION OF QUANTITIESITEM QUANTITY UNIT
All traffic control devices shall be placed in accordance with the applicable KDOT Traffic Control Standards. The contractor shall provide all signs and other traffic control devices for proper traffic control of all construction activities. Quantities listed are estimates only. Contractor operations may require additional signs and traffic control devices, this will be subsidiary to the bid item traffic control.
WORK ZONE SIGNS (0 TO 9.25 SQ. FT.) EADA
WORK ZONE SIGNS (9.26 TO 16.25 SQ. FT.) EADA
WORK ZONE SIGNS (16.26 SQ. FT. & OVER) EADA
WORK ZONE BARRICADES (TYPE 3-4’ TO 12') EADA
WORK ZONE SIGNS* WORK ZONE BARRICADES (PEDESTRIAN) EADA
SIZE - SQ. FT. CHANNELIZER (FIXED) EADASIGNNO. 0-9.25 9.26-16.25 16.26 & OVER CHANNELIZER (PORTABLE) EADA
R2-1 CHANNELIZER (PEDESTRIAN) EADA
R4-1 4 WORK ZONE WARNING LIGHT (TYPE “A” LOW INTENSITY) EADA
W3-4 4 WORK ZONE WARNING LIGHT (RED TYPE "B” HIGH INTENSITY) EADA
W3-5 ARROW DISPLAY EADA
W8-11 64 PORTABLE CHANGEABLE MESSAGE SIGN EADA
W14-3 4 PAVEMENT MARKING (TEMPORARY)
W20-1 4 4" SOLID (TYPE I) STA./LINE
W20-4 4 4" SOLID (TYPE II) STA./LINE
W20-5 4" BROKEN (8')(TYPE I) STA./LINE
W20-7 4 4" BROKEN (8')(TYPE II) STA./LINE
W21-5 1673.84" BROKEN (3')(TYPE I) STA./LINE
W8-15p 60 1673.84" BROKEN (3')(TYPE II) STA./LINE
W8-15 60 4" DOTTED EXTENSION (TYPE I) STA./LINE
W8-17 64 4" DOTTED EXTENSION (TYPE li) STA./LINE
G20-4 2 SOLID (LINE MASKING TAPE) STA./LINE
KG20-5 8 BROKEN (LINE MASKING TAPE) STA./LINE
KM4-20 SYMBOL (TYPE I) EACH
KG20-2 12 SYMBOL (TYPE II) EACH
Kl-104a 2 FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (8')) STA./LINE
Kl-105a 2 FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (3')) STA./LINE
PAVEMENT MARKING REMOVAL LIN. FT.
LIGHTED DEVICES * CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) LIN. FT.WORK ZONE WARNING LIGHT (TYPE ''A” LOW INTENSITY) CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY) LIN. FT.WORK ZONE WARNING LIGHT (RED TYPE “B” HIGH INTENSITY)
CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE) LIN. FT.
INERTIAL BARRIER SYSTEM EACHARROW DISPLAYREPLACEMENT MODULES (IBS) EACHPORTABLE CHANGEABLE MESSAGE SIGNWORK ZONE SIGN (SPECIAL) (16.25 SQ. FT. & LESS) EACH
WORK ZONE SIGN (SPECIAL) (16.26 SQ. FT. & OVER) EACHBARRICADES * CHANNELIZING DEVICES *RIGID RAISED PAVEMENT MARKER (TYPE I) EACH
TYPE III (4’ TO 12’)
PEDESTRIAN FIXED PORTABLE PEDESTRIANRIGID RAISED PAVEMENT MARKER (TYPE II) EACH
220 LUMP SUMTRAFFIC SIGNAL INSTALLATION (TEMPORARY)
TRAFFIC CONTROL (INITIAL SET UP) LUMP SUM
SUMMARY OF TRAFFIC CONTROL DEVICES (EACH)
TRAFFIC CONTROL LUMPSUM LUMP SUM
FLAGGER (SET PRICE) 1 HOUR
WORK ZONE SIGN (SPECIAL)16.26 SQ. FT. & OVERSIGN NO. 16.25 SQ. FT. &LESS NOTES: Devices shown are perTE 710 and TE 730.
Quantities listed are for two separate traffic control operations.
321 11/10/16 Removed Replacement Modules Summary Table,
“(IBS)” to Replacement Modules descriptionAdded JGB
BYNO. DATE REVISIONS APP’DKANSAS DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL SUMMARY OF DEVICES
RECAPITULATION OF QUANTITIES■TE795FHWA APPROVAL 06/01/15 APP’D Kristina EricksonDESIGNED B.A.H. DETAILED R.W.B. QUANTITIES TRACEDDESIGN CK. DETAIL CK. QUAN. CK. TRACE CK.
I | Proj. No. | Title:Multiple Co. 4-106 KA 5871-01