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64

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4- 6

4 K

A 5

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#4-

106

KA

587

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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.

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.

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

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ture

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spec

ified

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plan

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d by

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bid

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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.

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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

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CA

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urfa

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erm

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ion

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R x

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ide

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252.

6

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Date

: 7/7

/202

0 5:

06 P

MD

icki

nson

KA

NSA

S D

EPA

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ME

NT O

F T

RA

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OR

TA

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N

PRO

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O.4

-21

KATI

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MIL

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TR

AN

SITI

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of 14

5872

-01

SUM

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Proj

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21 K

A

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)(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

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

of 14

SS-1HP or approved alternate shall be used for tack.

5873-01

ASP

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-64

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4-64

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5873

-01

4-64 KAProject No.

RECAPITULATION OF QUANTITIESITEMS UNITSTOTAL


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

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

G1-5 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

G5-5 of 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

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