Page 1 of 11
75- 89 KA 4542-01
Page 2 of 11
75- 89 KA 4542-01
75- 89 KA 4542-01
5
6
7
8
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TYPICAL SECTION
C
Rock Wedge
3 in. ML OL
Slope Varies
3.5in. Shldr OL
Rock Wedge
1:1 @ edge of Asphalt
Match Existing Surface
24 ft
10ft
3ft+
wedge
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/SHOULDER WIDTHS
Location
Note: Existing 24’ Mainline
Has 5/8” UBAS left in place
Approx.
Width
mile
feet
Location
mile
Ramps (4’SH, 16’ Lane, 8’ SH
Exceptions
Topeka Blvd. Bridge L=410’
RR Bridge L=222’
77th Street Bridge L=207
57th Street Bridge L=222’
Off Ramp Topeka Blvd
On Ramp Topeka Blvd
Gores = 665 SY
Off Ramp 77th St.
On Ramp 77th St.
Gores = 665 SY
Off Ramp 57th St
On Ramp 57th St.
Gores = 665 SY
US-75 Area
30,362’ x 44’ = 148,437 SY
80,966 SY Mainline
67,471 SY Shoulder
Ramp and Gore Area
16,122 SY
8,072 SY Mainline
8,050 SY Shoulder
1st Lift EBL @ 0.30 gal/SY
Total Area = 164,559 SY
Mainline
US-75 NB Lanes
5.950
44’
Approx.
Width
860
700
28
28
680
880
28
28
760
660
28
28
RATE OF APPLICATION
Mainline
Quantity based on SR- 12.5A @.1631 T/yd2
Shoulder
Quantity based on SR- 12.5A @.1904 T/yd2
PG 70 - 22
Emulsified Asphalt (Emulsion Bonding Liquid) @0.30 gal/yd2
PG 64 - 22
Emulsified Asphalt (Emulsion Bonding
Liquid) @
0.20 gal/yd2
@0.30
SS-1HP @0.05 gal/yd2
Edge Wedge (Rock) computed @ 150 lb/ft3
Date: 3/13/2017 JGB
Shawnee Co.
PROJ. NO.75- 89 KA 4542-01
Page 4 of 11
KANSAS DEPARTMENT OF
TRANSPORTATION
TITLE: OLMLSHROCKW
Page 5 of 11
Location
Begin Project
Top. Blvd Bridge
Top. Blvd. Bridge
RR Bridge
RR Bridge
77th St. Bridge
77th St. Bridge
57th St. Bridge
57th St. Bridge
Description
44’ roadway
44’ approach
44’ exit
44’ approach
44’ exit
44’ approach
44’ exit
44’ approach
44’ exit
1”
Description
28’ Topeka Blvd Off Ramp
28’ Topeka Blvd On Ramp
28’ 77th St. Off Ramp
28’ 77th St On Ramp
28’ 57th St. Off Ramp
28’ 57th St. On Ramp
44’ Roadway
Point of Termination
(End of Project, Bridge,
RR x-ing, etc.)
3 in.
Existing Surface
or Bridge end
TYPICAL TAPER RATIO
25’
TITLE: MILLING TRANSITION
KANSAS DEPARTMENT OF TRANSPORTATION
Sq. Yd.
233
233
233
233
233
233
367
Milled Surface
Location
Ramp
Ramp
Ramp
Ramp
Ramp
Ramp
End Project
TYPICAL TRANSITION
3” Asphalt Mixture
75 ft.
Shawnee Co. Date: 6/20/2003 10:49 AM
PROJ. NO.75- 89 KA 4542-01
Sq. Yd.
367
367
367
367
367
367
367
367
367
Final Surface
ASPHALT APPROACH OVERLAY: The approach and exit overlay shall be Asphalt Mixture, as
specified on the plans or paid by the bid item designated. The overlay shall taper from the existing
surface in a manner that will provide a smooth transition in grade as shown. Milled material shall be
disposed of in a manner and at a location approved by the Engineer or as otherwise designated on the
plans or notes.
75- 89 KA 4542-01
6" DOTTED WHITE
EXTENSION LINE
12" SOLID WHITE CHEVRON LINE
FULL LENGTH OF DECELERATION LANE
40’
6" SOLID
6" SOLID YELLOW EDGE LINE
WHITE EDGE LINE
8" SOLID WHITE GORE MARKINGS
30
6" SOLID YELLOW EDGE LINE
12" SOLID WHITE DIAGONAL LINE
6" BROKEN WHITE LANE LINE
TYPICAL DECELERATION EXIT RAMP
12" SOLID WHITE CHEVRON LINE
40’
6" SOLID YELLOW EDGE LINE
6" SOLID
8" SOLID WHITE GORE MARKINGS
WHITE EDGE LINE
6" DOTTED WHITE EXTENSION LINE
12" SOLID WHITE DIAGONAL LINE
30
6" SOLID YELLOW EDGE LINE
6" BROKEN WHITE LANE LINES
TYPICAL TAPERED EXIT RAMP
6" BROKEN WHITE LANE LINES
6" DOTTED WHITE EXTENSION LINE
6" SOLID YELLOW EDGE LINE
6" SOLID YELLOW
EDGE LINE
6" SOLID
WHITE EDGE LINE
8" SOLID WHITE GORE MARKING
FULL LENGTH OF ACCELERATION LANE
TYPICAL ACCELERATION RAMP
2
5/25/12
Dotted Extension Lines and Lane Drop Lines
B.A.H.
1
7/26/05
New FHWA Approval Date
J.F.F.
NO.
DATE
BY
REVISIONS
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL PAVEMENT
MARKING DETAILS FOR
MULTI-LANE DIVIDED
ROADWAYS
Pg 1 of 2
Page 6 of 11
TE307
FHWA APPROVAL
5/25/2012 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
APP’D
75- 89 KA 4542-01
SHOULDER LINE
EDGE OF PAVEMENT
12’
6" SOLID WHITE EDGE LINE
12’
12’
EDGE OF PAVEMENT
6" BROKEN WHITE LANE LINE
C
L
6" SOLID YELLOW EDGE LINE
EDGE OF PAVEMENT
12’
6" SOLID WHITE EDGE LINE
12’
EDGE OF PAVEMENT
SHOULDER LINE
TYPICAL LANE LINE AND EDGE LINE MARKINGS
FOR FOUR LANE AND SIX LANE DIVIDED HIGHWAYS
6" SOLID YELLOW EDGE LINE
8" SOLID WHITE GORE MARKINGS
6" SOLID
12" SOLID WHITE CHEVRON LINE
1
2
300’
12" SOLID WHITE
WHITE EDGE LINE
MILE
8" SOLID WHITE
8" LANE DROP
LINE
MARKING
DIAGONAL LINE
30
6" SOLID YELLOW EDGE LINE
8" LANE DROP MARKING
6" BROKEN WHITE LANE LINES
TYPICAL LANE DROP
2’
4’
8’
24’
3’
2’
9’
3’
32’
TYPICAL SPACING
FOR DOTTED EXTENSION
LINES, UNLESS OTHERWISE
NOTED ON PLANS.
TYPICAL SPACING
FOR BROKEN LINES
UNLESS OTHERWISE
NOTED ON PLANS.
TYPICAL SPACING
FOR LANE DROP.
UNLESS OTHERWISE
NOTED ON PLANS.
NOTE:
LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET A
Pg 2 of 2
MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.
NOTE:
AT RAMP TERMINALS WITH CROSS-ROADS, WRAP 6" EDGE LINES
2
5/25/12
Dotted Extension Lines and Lane Drop Lines
B.A.H.
1
7/26/05
New FHWA Approval Date
J.F.F.
NO.
DATE
BY
REVISIONS
KANSAS DEPARTMENT OF TRANSPORTATION
AROUND RADII.
TYPICAL PAVEMENT
MARKING DETAILS FOR
MULTI-LANE DIVIDED
NOTE:
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
Page 7 of 11
ROADWAYS
TE307
FHWA APPROVAL
5/25/2012 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
APP’D
75- 89 KA 4542-01
300’
300’
6" SOLID WHITE EDGELINE
4" SOLID YELLOW LINE
D/4
6" WHITE LANE DROP LINE
6" DOTTED WHITE EXTENSION LINE
6" BROKEN WHITE LANE LINE
6" SOLID WHITE EDGELINE
NOTE:
DOTTED EXTENSION LINE TAPER LENGTH
FOR POSTED SPEEDS ABOVE 40 MPH
D
W 4-2
POSTED SPEED * 12
TYPICAL MARKING FOR AUXILIARY PASSING LANE
4’
2’
4" SOLID YELLOW LINE
6" BROKEN WHITE LANE LINE
2’
SHOULDER LINE
EDGE OF PAVEMENT
TYPICAL SPACING
FOR DOTTED EXTENSION
LINES, UNLESS OTHERWISE
NOTED ON PLANS.
6" SOLID WHITE EDGE LINE
3’
9’
3’
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
6" BROKEN WHITE LANE LINE
SHOULDER LINE
4" BROKEN YELLOW LINE
TWO-WAY LEFT TURN DETAIL FOR FIVE LANE ROADWAY
TYPICAL SPACING
FOR LANE DROP.
UNLESS OTHERWISE
NOTED ON PLANS.
24’
8’
SHOULDER LINE
4" SOLID YELLOW LINE
32’
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
TYPICAL SPACING
FOR BROKEN LINES
UNLESS OTHERWISE
NOTED ON PLANS
4" BROKEN YELLOW LINE
SHOULDER LINE
4"
TWO-WAY LEFT TURN DETAIL FOR THREE LANE ROADWAY
4"
SPACING(FT)
10 XSPEED(MPH)
4"
TYPICAL SPACING FOR
NO PASSING LINES
UNLESS OTHERWISE
NOTED ON PLANS
16’
TWO-WAY LEFT TURN ARROW SPACING DETAIL
3
NOTE:
IF ARROWS ARE USED SPACE THE ARROWS AS SHOWN IN
5/25/12
Added Dotted Extension and Lane Drop Lines
B.A.H.
2
9/20/05
Removed Aux. Passing Lane Dotted Ext. Line
J.F.F.
1
7/26/05
New FHWA Approval Date
J.F.F.
NO.
DATE
REVISIONS
BY
KANSAS DEPARTMENT OF TRANSPORTATION
THE SPACING DETAIL.
TYPICAL PAVEMENT
Pg 1 of 2
MARKING DETAILS FOR
UNDIVIDED ROADWAYS
TE308
FHWA APPROVAL
Page 8 of 11
5/25/2012 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
B.D.G.
APP’D
NOTE:
75- 89 KA 4542-01
ALL PAVEMENT MARKINGS SHALL BE BROKEN AT
CROSS ROADS.
FOR HIGHWAY JUNCTIONS THE NO PASSING
ZONE WILL EXTEND 1000’ FROM INTERSECTION.
6" SOLID WHITE LANE LINE
4" BROKEN YELLOW LINE
4" SOLID YELLOW LINE
6" WHITE EDGE LINE
6" WHITE EDGE LINE
500’
500’
6" WHITE EDGE LINE
6" WHITE EDGE LINE
6" SOLID WHITE LANE LINE
4" SOLID YELLOW LINE
4" BROKEN YELLOW LINE
TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES
6" BROKEN WHITE LANE LINE
SHOULDER LINE
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
12’
12’
4" SOLID YELLOW DOUBLE LINE
12’
6" SOLID WHITE EDGE LINE
12’
EDGE OF PAVEMENT
6" BROKEN WHITE LANE LINE
SHOULDER LINE
TYPICAL MARKINGS FOR FOUR LANE ROADWAY
W14-3
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
4" BROKEN YELLOW LINE
12’
12’
4" SOLID YELLOW NO PASSING LINE
EDGE OF PAVEMENT
SHOULDER LINE
6" SOLID WHITE EDGE LINE
TYPICAL TWO LANE MARKINGS
NOTE:
Pg 2 of 2
LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET
A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.
3
5/25/12
Added Dotted Extension and Lane Drop Lines
B.A.H.
2
9/20/05
Removed Aux. Passing Lane Dotted Ext. Line
J.F.F.
1
7/26/05
New FHWA Approval Date
J.F.F.
NO.
DATE
REVISIONS
NOTE:
BY
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL PAVEMENT
MARKING DETAILS FOR
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
UNDIVIDED ROADWAYS
6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
TE308
FHWA APPROVAL
Page 9 of 11
5/25/2012 APP’D
Brian D. Gower
DESIGNED
J.F.F.DETAILED
J.F.F. QUANTITIES
TRACED
DESIGN CK.
B.D.G.DETAIL CK.
B.D.G. QUAN. CK.
TRACE CK.
B.D.G.
B.D.G.
B.D.G.
APP’D
Page 10 of 11
75- 89 KA 4542-01
SUMMARY OF TRAFFIC CONTROL DEVICES
(FOR INFORMATION ONLY)
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 *
SIZE – SQ. FT.
SIGN
NO.
0-9.25
9.26-16.25
16.26 & OVER
R2-1
R4-1
W3-4
W3-5
W8-11
W14-3
W20-1
W20-4
W20-5
W20-7
W21-5
RECAPITULATION OF QUANTITIES
ITEM
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 BARRICADES (PEDESTRIAN)
EADA
CHANNELIZER (FIXED)
EADA
CHANNELIZER (PORTABLE)
EADA
CHANNELIZER (PEDESTRIAN)
EADA
WORK ZONE WARNING LIGHT (TYPE “A” LOW INTENSITY)
EADA
WORK ZONE WARNING LIGHT (RED TYPE “B” HIGH INTENSITY)
EADA
ARROW DISPLAY
EADA
PORTABLE CHANGEABLE MESSAGE SIGN
EADA
PAVEMENT MARKING (TEMPORARY)
108.0
108.0
STA./LINE
4" SOLID (TYPE II)
4" BROKEN (8')(TYPE I)
314.0
STA./LINE
4" BROKEN (8')(TYPE II)
314.0
STA./LINE
4" SOLID (TYPE I)
KM4-20
KG20-2
KI-104a
KI-105a
STA./LINE
4" BROKEN (3')(TYPE I)
STA./LINE
4" BROKEN (3')(TYPE II)
STA./LINE
4" DOTTED EXTENSION (TYPE I)
STA./LINE
4" DOTTED EXTENSION (TYPE II)
STA./LINE
SOLID (LINE MASKING TAPE)
STA./LINE
BROKEN (LINE MASKING TAPE)
STA./LINE
SYMBOL (TYPE I)
EACH
SYMBOL (TYPE II)
LIGHTED DEVICES *
WORK ZONE WARNING LIGHT
(TYPE “A” LOW INTENSITY)
WORK ZONE WARNING LIGHT
(RED TYPE ”B” HIGH INTENSITY)
1
ARROW DISPLAY
PORTABLE CHANGEABLE MESSAGE SIGN
BARRICADES *
2
UNIT
EADA
G20-4
TYPE III (4’
TO 12’)
QUANTITY
WORK ZONE SIGNS (0 TO 9.25 SQ. FT.)
CHANNELIZING DEVICES *
PEDESTRIAN
FIXED
PORTABLE
EACH
FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (8’))
STA./LINE
FLEXIBLE RAISED PAVEMENT MARKERS (4" BROKEN (3’))
STA./LINE
PAVEMENT MARKING REMOVAL
LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY)
LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY)
LIN. FT.
CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE)
LIN. FT.
INERTIAL BARRIER SYSTEM
EACH
REPLACEMENT MODULES (IBS)
EACH
WORK ZONE SIGN (SPECIAL) (16.25 SQ. FT. & LESS)
EACH
WORK ZONE SIGN (SPECIAL) (16.26 SQ. FT. & OVER)
EACH
RIGID RAISED PAVEMENT MARKER (TYPE I)
EACH
PEDESTRIAN
RIGID RAISED PAVEMENT MARKER (TYPE II)
127
EACH
TRAFFIC SIGNAL INSTALLATION (TEMPORARY)
LUMP SUM
TRAFFIC CONTROL (INITIAL SET UP)
SUMMARY OF TRAFFIC CONTROL DEVICES
(EACH)
LUMP SUM
TRAFFIC CONTROL
LUMPSUM
LUMP SUM
1
HOUR
FLAGGER (SET PRICE)
WORK ZONE SIGN (SPECIAL)
SIGN NO.
16.25 SQ. FT. & LESS
16.26 SQ. FT. & OVER
NOTES:
3
2
1
NO.
11/10/16
Removed Replacement Modules Summary Table, Added
“(IBS)” to Replacement Modules description
REVISIONS
DATE
JGB
BY
APP’D
KANSAS DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL
SUMMARY OF DEVICES
RECAPITULATION OF QUANTITIES
TE795
FHWA APPROVAL
DESIGNED
DESIGN CK.
Shawnee
Co.
B.A.H.
DETAILED
DETAIL CK.
Proj. No. 75- 89 KA 4542-01
Page 11 of 11
06/01/15
R.W.B.
APP’D
QUANTITIES
QUAN. CK.
Title:
Kristina Erickson
TRACED
TRACE CK.