Post on 17-Jun-2018
transcript
1 7/23/10
D.B.
D.D.G.
REVISIONS BY APP’DDATENO.
Changed General Notes and Spec Book Date
REMOVE SIGN
REMOVE POST
REMOVE FOOTING
REMOVE SIGN & POST
REMOVE POST & FOOTING
REMOVE SIGN, POST, & FOOTING
MOUNT ON WOOD POST IN CONCRETE FOOTING
MOUNT ON WOOD POST IN SOIL
MOUNT ON STEEL BEAM BREAKAWAY POST
MOUNT ON STEEL U-POST
MOUNT ON EXISTING POST
MOUNT ON VERTICAL SUPPORT
SHOULDER MOUNTED INSTALLATION
OFFSET MOUNTED INSTALLATION
EXISTING SIGN
EXISTING SIGN TO BE OVERLAID
TYPE ’A’ DELINEATOR (RIGID)
SIGN IS NOT PART OF PROJECT
TYPE ’B’ DELINEATOR (RIGID)
TYPE ’A’ DELINEATOR (FLEXIBLE)
TYPE ’B’ DELINEATOR (FLEXIBLE)
TYPE 2 OBJECT MARKER
TYPE 3 OBJECT MARKER
SYMBOL KEY
POST SPACING & SIGN ANGLE DETAILS
HEIGHT & LATERAL DISTANCE FOR ERECTION
DETAILS FOR PROCESSED SIGNS
DETAILED SIGN SPECIFICATIONS
MOUNTING OF FLAT SHEET SIGNS ON STEEL I-BEAM POSTS
SIGNING INDEX, SYMBOLS, & GENERAL NOTES
PLAN SHEETS (REMOVALS)
POSITIONING OF DELINEATORS AND OBJECT MARKERS (TYPE 2& 3)
DESIGN & MOUNTING DETAILS FOR OBJECT MARKERS (TYPE 2 & 3)
DESIGN & MOUNTING DETAILS FOR DELINEATORS
RECAPITULATION SHEET
QUANTITIES SHEETS (INSTALLATIONS)
QUANTITIES SHEET (DELINEATORS & OBJECT MARKERS)
STANDARD STRUCTURAL SIGN SUPPORTS (WOOD & STEEL POSTS)
MOUNTING OF SIGNS ON WOOD POSTS
DETAILS FOR FLAT SHEET SIGN BLANKS
DETAILS FOR GUIDE SIGN LEGEND
DETAILS FOR GUIDE SIGNS
PLAN SHEETS (INSTALLATIONS)
DETAILS FOR REINFORCED PANELS
MOUNTING OF REINFORCED PANEL SIGNS ON I-BEAM POSTS
INDEX OF SHEETSGENERAL NOTES
MOUNT ON PSST POST WITH COUPLER
MOUNT ON PSST POST WITH COUPLER AND FOOTING
MOUNT ON PSST POST
PROVISIONS.
ROAD AND BRIDGE CONSTRUCTION (2015 EDITION) AND SPECIAL
WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR STATE
THE MATERIALS AND FABRICATION FOR SIGNING AND DELINEATION
PRIOR TO THE PLAQUE BECOMING THE PROPERTY OF KDOT.
REPLACEMENT COST FOR ANY DAMAGE TO A BUSINESS LOGO PLAQUE
THE PROPERTY OF KDOT. THE CONTRACTOR WILL BE ASSESSED A
LOCATION DETERMINED BY KDOT, AT WHICH TIME THE PLAQUES BECOME
HAVE THE BUSINESS LOGO PLAQUES REMOVED AND TRANSPORTED TO
SPECIFIC SERVICE, LOGO, SIGNS THAT ARE TO BE REMOVED SHALL
THE SIGN IS INSTALLED.
FIELD MODIFICATIONS TO THE MOUNTING BOLT PRIOR TO OR AFTER
BEYOND THE SIGN POST. THE CONTRACTOR SHALL NOT MAKE ANY
LENGTH THAT DOES NOT EXTEND MORE THAN A NOMINAL 1 INCH
THE CONTRACTOR SHALL PROVIDE MOUNTING BOLTS THAT ARE OF A
OF A NEW SIGN.
THE REMOVAL AND REPLACEMENT OF A SIGN, OR THE INSTALLATION
SPECIFICATIONS AFTER THE REMOVAL AND RESETTING OF A SIGN,
COMPACTION OF THE BACKFILL SOIL SHALL COMPLY WITH THE
AN EXISTING SIGN POST INSTALLATION SHALL BE PLUMB AND THE
REMOVING OR INSTALLING SIGNS OR SIGN SUPPORTS.
SHALL EXERCISE CARE WHEN WORKING AROUND SHRUBBERY WHILE
DAMAGE TO THE SIGNS, SUPPORTS, OR FOOTINGS. THE CONTRACTOR
THAT ARE TO REMAIN AND WILL BE HELD RESPONSIBLE FOR ANY
EXERCISE CAUTION WHEN WORKING AROUND ANY EXISTING SIGNS
THE ERECTION OF THE SIGN SUPPORT. THE CONTRACTOR SHALL
EXCAVATION, DRILLING, OR DRIVING THE SUPPORT FOOTING AND
THE INSTALLATION OF SIGN SUPPORTS SHALL INCLUDE THE
BE HELD RESPONSIBLE FOR ANY DAMAGE INCURRED TO THE SYSTEM.
UTILITIES EXIST, EITHER UNDERGROUND OR OVERHEAD, AND WILL
INSTALLING SIGN SUPPORTS IN AND AROUND AREAS WHERE
THE CONTRACTOR SHALL EXERCISE CAUTION AT ALL TIMES WHEN
OR AS DETERMINED BY THE ENGINEER.
STANDARDS ARE TO BE REMOVED WHEN THE PROJECT IS COMPLETED
REMOVED, OR DO NOT FOLLOW THE CURRENT MUTCD SIGNING
APPLICABLE. THE EXISTING SIGNS THAT ARE BEING REPLACED,
THE EXISTING SIGNS ARE REMOVED OR THE NEW SIGNING IS
WITH EXISTING SIGNING ARE TO BE COMPLETELY COVERED UNTIL
NEW SIGNS ERECTED ON THE PROJECT WHICH ARE IN CONFLICT
TIME.
OF CONSTRUCTION MAY PROCEED AND BE COMPLETED AT THE SAME
SEQUENCED WITH ANY OTHER CONTRACT WORK SUCH THAT THE PHASES
TRAFFIC SERVICE, THE SIGNING AND DELINEATOR WORK SHALL BE
IN ORDER TO EXPEDITE THE COMPLETION OF THE PROJECT FOR
SUMMARY SHEET (INSTALLATIONS & REMOVALS)
SUMMARY SHEET (REMOVAL & RESET)
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE402 7/23/2010
D.D.G.
S.A.B. D.D.G.
W.S.B.
Steven A. Buckley
AND INDEX
GENERAL NOTES
SIGNING SYMBOL KEY
7/1/03
67 C-4851-01 2018 2 39
W4-2
TYPICAL MARKING FOR AUXILIARY PASSING LANE
TWO-WAY LEFT TURN DETAIL FOR FIVE LANE ROADWAY
TWO-WAY LEFT TURN DETAIL FOR THREE LANE ROADWAY
TWO-WAY LEFT TURN ARROW SPACING DETAIL
TYPICAL TWO LANE MARKINGS
TYPICAL MARKINGS FOR FOUR LANE ROADWAY
TYPICAL ROAD JUNCTION MARKINGS WITH BYPASS LANES
12’
12’
12’
12’
D
4" SOLID YELLOW LINE
6" BROKEN WHITE LANE LINE6" SOLID WHITE EDGELINE
6" BROKEN WHITE LANE LINE 4" SOLID YELLOW LINE SHOULDER LINE
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
4" BROKEN YELLOW LINESHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
6" BROKEN WHITE LANE LINE
SHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
4" SOLID YELLOW LINE SHOULDER LINE
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
4" BROKEN YELLOW LINE
EDGE OF PAVEMENT
6" SOLID WHITE EDGE LINE
6" BROKEN WHITE LANE LINE
4" SOLID YELLOW DOUBLE LINE
6" BROKEN WHITE LANE LINE SHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
SHOULDER LINE
6" SOLID WHITE EDGE LINE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
4" BROKEN YELLOW LINE
4" SOLID YELLOW NO PASSING LINE
SHOULDER LINE
4" BROKEN YELLOW LINE
6" WHITE EDGE LINE
6" WHITE EDGE LINE
4" SOLID YELLOW LINE
6" SOLID WHITE LANE LINE
6" SOLID WHITE LANE LINE
4" SOLID YELLOW LINE
6" WHITE EDGE LINE
4" BROKEN YELLOW LINE
6" WHITE EDGE LINE
6" SOLID WHITE EDGE LINE
W14-3
FOR POSTED SPEEDS ABOVE 40 MPH
POSTED SPEED * 12
DOTTED EXTENSION LINE TAPER LENGTH
NOTE:
A MINIMUM OF 2" FROM LONGITUDINAL PAVEMENT JOINTS.
LONGITUDINAL PAVEMENT MARKING LINES SHALL BE OFFSET
NOTE:
6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
NOTE:
THE SPACING DETAIL.
IF ARROWS ARE USED SPACE THE ARROWS AS SHOWN IN
NOTE:
ZONE WILL EXTEND 1000’ FROM INTERSECTION.
FOR HIGHWAY JUNCTIONS THE NO PASSING
CROSS ROADS.
ALL PAVEMENT MARKINGS SHALL BE BROKEN AT
NOTE:
D/4
300’ 300’
16’
500’
500’
NOTED ON PLANS
UNLESS OTHERWISE
FOR BROKEN LINES
TYPICAL SPACING
NOTED ON PLANS
UNLESS OTHERWISE
NO PASSING LINES
TYPICAL SPACING FOR
4"
4"
4"
6" SOLID WHITE EDGELINE
(MPH)SPEED X 10 �(FT) SPACING
24’8’
32’
6" DOTTED WHITE EXTENSION LINE6" WHITE LANE DROP LINE
3’ 3’
NOTED ON PLANS.
UNLESS OTHERWISE
FOR LANE DROP.
TYPICAL SPACING
9’
2’ 2’
NOTED ON PLANS.
LINES, UNLESS OTHERWISE
FOR DOTTED EXTENSION
TYPICAL SPACING
4’
3
2
1 7/26/05
9/20/05
5/25/12 B.D.G.
B.D.G.
B.D.G.
B.A.H.
J.F.F.
J.F.F.
REVISIONS BY APP’DDATENO.
Added Dotted Extension and Lane Drop Lines
Removed Aux. Passing Lane Dotted Ext. Line
New FHWA Approval Date
67 C-4851-01 2018 19 39
Varies
Varies
6"
6"
Sh. No. XXX
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE308 5/25/2012
J.F.F.
B.D.G. B.D.G.
J.F.F.
Brian D. Gower
UNDIVIDED ROADWAYS
MARKING DETAILS FOR
TYPICAL PAVEMENT
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-20-2012
3
2
1 9/20/05
10/20/06
5/25/12 B.D.G.
B.D.G.
B.D.G.
B.A.H.
T.L.H.
J.F.F.
REVISIONS BY APP’DDATENO.
Updated Chart B and Lane Drop Lines
RR Xing Symbol Changed from 18" to 16"
Added 4" Solid Yellow Double Line to RRxing
35 MPH
40 MPH
45 MPH
50 MPH
55 MPH
60 MPH
65 MPH
70 MPH
20’
25’
30’
35’
45’
50’
55’
60’
65’
40’
70’
20 MPH
25 MPH
30 MPH
35 MPH
45 MPH
50 MPH
55 MPH
60 MPH
65 MPH
80’
125’
180’
245’
540’
600’
660’
720’
780’
40 MPH
70 MPH 840’
320’
X L
60
55
50
45
40
35
65
70
30
25
20
20 MPH
25 MPH
30 MPH
RAILROAD CROSSING MARKING
TYPICAL CROSSWALKS
6.6’
20’
6.6’6.6’ 3.3’
SYMBOL
24"
10’ 16’
60’
1.6’
5’
24’
DISTANCE D FROM CHART A
16"
VARIES
6" SOLID WHITE LINE
24"
6" BROKEN WHITE LANE LINE
4" SOLID YELLOW DOUBLE LINE
300’
6" WHITE EDGE LINE
4" BROKEN YELLOW LINE
4" SOLID YELLOW LINE
4"
4"
4"
8’
80’
80’
25’ MIN
8’
8’
L
TYPE I
CHART "B" CHART "C"
MPH
SPEED
CHART "A"
SPEED
APPROACH
SPEED
APPROACH
(feet)
D
DISTANCE
APPROACH TAPER DETAIL
TYPICAL
5’ MIN.
TYPE II
4" DOUBLE YELLOW LINE
12" YELLOW DIAGONAL LINEB
A30°
MIN.
5’
MIN.
6’
561’
SIDE ROAD
INSIDE EDGE TO INSIDE EDGE.
THEY SHALL BE SPACED A MINIMUM OF 6’ APART FROM
TYPE I: CROSSWALK LINES SHALL BE 12" SOLID WHITE LINES.
TRANSVERSE CROSSWALK LINES MAY BE ADDED.
THE CROSSWALK WIDTH SHOULD BE NOT LESS THAN 8’. THE
WHEEL PATH IN SUCH A MANNER AS TO MINIMIZE TRAFFIC WEAR.
LINE PLACEMENT IS DETERMINED BY LANE LINE,CENTER LINE, AND
PLACED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. THE
TYPE II: THESE LINES SHOULD BE SOLID WHITE 24" WIDE
5’ FROM CROSSWALKS.
WHEN REQUIRED, STOP LINES SHALL BE INSTALLED A MINIMUM OF
SAME SPACING
USING THE
AND ABOVE
FOR 55 MPH
YELLOW LINE
4" SOLID
YELLOW LINE
4" BROKEN
FOR SPEEDS GREATER THAN OR EQUAL TO 45 MPH, R=300’.
FOR SPEEDS LESS THAN OR EQUAL TO 40 MPH, R=150’.
TIMES THE HEIGHT OF THE CHARACTERS, UNDER ANY CONDITIONS.
THE CHARACTERS FOR LOW SPEED ROADS BUT NOT MORE THAN TEN
BETWEEN LINES SHOULD BE AT LEAST FOUR TIMES THE HEIGHT OF
IF ARROWS ARE USED AND UNLESS OTHERWISE SPECIFIED THE SPACE
TO THE NEXT HIGHER 5 MPH INCREMENT.
CALCULATED USING THE EQUATIONS BELOW AND INCREASED
TO BE DETERMINED USING CHART C. VALUES FOR L WERE
THE APPROACH TAPER LENGTH FROM POINT A TO POINT B IS
- SPEEDS = 45 MPH L= W*S
60
- SPEEDS < 45 MPH L= W*S†
STOP LINE
24" WHITE
WHITE LANE LINE
6" SOLID
( FROM CHART B)
X
MINIMUM
25’
6" EDGE LINES ARE NOT REQUIRED ON NON I, US, AND K ROUTES.
ON NON I, US, AND K ROUTES, 4" EDGE LINES MAY BE INSTALLED.
NOTE:
*STOP LINE 8’ FROM NEAR EDGE OF GATE OR CANTILEVER, IF PRESENT.
FOR R X R SYMBOLS DETAILS.
REFER TO STANDARD ALPHABET FOR HIGHWAY SIGNS AND MARKINGS
SYMBOLS SHOULD BE USED IN EACH APPROACH LANE.
ACROSS ALL APPROACH LANES, AND INDIVIDUAL R X R
ON MULTI-LANE ROADS THE TRANSVERSE BANDS SHOULD EXTEND
CROSSING.
FOR TWO-LANE APPROACH OPERATION ON THE APPROACH TO A
A THREE-LANE ROADWAY SHOULD BE MARKED WITH A CENTERLINE
ARE MINIMUM.
ALL DISTANCES
APPROX.
15’
FOR RIGHT LANE MUST TURN RIGHT
TYPICAL SIGNING AND MARKING
R3-7
W10-1
WHITE LINE
8" SOLID
WHITE LANE DROP LINE
8" BROKEN
AND A MAXIMUM OF 250’ PRIOR TO THE 8"SOLID WHITE LINE
THE LANE DROP MARKINGS LENGTH IS A MINIMUM OF 100’
150
225
300
375
450
550
650
750
85075
(X)
(X)
(X)
ADEQUATE ADVANCE WARNING TO THE DRIVER
CONDITIONS AND OTHER SIGNING TO PROVIDE
(X) PLACEMENT LOCATION IS DEPENDENT ON SITE
67 C-4851-01 2018 20 39
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE309 7/26/2005
J.F.F.
B.D.G. B.D.G.
J.F.F.
Brian D. Gower
DETAIL SHEET
PAVEMENT MARKING
MISCELLANEOUS
TYPICAL
Sh. No. XXX
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-26-2012
MUST
RIGHTLANE
TURN RIGHT
RR
1 7/23/10
D.B.
D.D.G.
REVISIONS BY APP’DDATENO.
Revised Tables
SUMMARY OF QUANTITIES
POSTS AND ALUMINUM BEAMS
NUMBER
FEET
GALVANIZED STEEL BEAM POST
W10x12 W10x22W6x9"U" POSTSTEELWOOD
4" x 6" POST
"U" POST W6x9 W10x12 W10x22
GALVANIZED STEEL BEAM POST
STEELWOOD
4" x 6" POST
10.1’ - 12’
14.1’ - 16’
12.1’ - 14’
18.1’ - 20’
16.1’ - 18’
22.1’ - 24’
20.1’ - 22’
26.1’ - 28’
24.1’ - 26’
30.1’ - 32’
28.1’ - 30’
4.1’ - 6’
6.1’ - 8’
8.1’ - 10’
FLAT SHEET
REINFORCED PANEL
OVERLAY
TYPE NUMBER SQUARE FEET
SIGNS
TYPE ’A’ WHITE
TYPE ’A’ YELLOW
TYPE ’B’ WHITE
TYPE ’B’ YELLOW
TYPE ’A’ WHITE (BACK TO BACK)
TYPE ’A’ YELLOW (BACK TO BACK)
DELINEATORS
TYPE 2 ("U" POST)
TYPE 3 ("U" POST)
OBJECT MARKERS
SIGNS
POSTS
FOOTINGS
SIGN STRUCTURES
REMOVALS
OVERHEAD STRUCTURE
CANTILEVER STRUCTURE
BUTTERFLY STRUCTURE
BRIDGE MOUNT ATTACHMENT
MAST ARM SIGN SUPPORT
SIGN STRUCTURES
NUMBER
FEET
18" 24" 30" 24" 30" 1-3/4"
2"
2-1/4"
2-1/2"
CO
UP
LE
R
W6x9 W10x12 W10x22
BREAKAWAY BASES
BASE PLATE (TOP)
STUB POST WITH BASE PLATE
NON-BREAKAWAY BASES
BASE PLATE
BASE PLATES AND STUB POSTS
NUMBER & LENGTHS OF POSTS & ALUMINUM BEAMS (INFORMATION ONLY)
POST FOOTINGS AND PSST COUPLERS
2.1’ - 4’
TYPE NUMBER
TYPE AN
CH
OR
TYP
E I
AN
CH
OR
TYP
E III
"U" P
OS
T
MO
UN
T
BR
AC
KE
T
DELINEATOR
FLEXIBLE
DELINEATOR
RIGID
TU
BIN
G
ST
RU
CT
UR
AL
SIG
N
FL
AT S
HE
ET
PA
NE
L SIG
N
REIN
FO
RC
ED
BE
AM
3I2.2
5 A
LU
MIN
UM
STEEL
A36
(ALT)
STEEL
A572
STEEL
A36
(ALT)
STEEL
A572
STEEL
A36
(ALT)
STEEL
A572
1-3/4" 2-1/4" 2-1/2"2"
A36 STEEL A572 STEEL (ALT)WOOD
PERFORATED SQUARE STEEL TUBE (PSST)
CONCRETE FOOTING (DIA.)
FO
OTIN
G
WIT
H
CO
UP
LE
R
TUBE FOOTING
PERFORATED SQUARE STEEL
TYPE NUMBERTYPE NEW MODIFIED
TU
BIN
G
ST
RU
CT
UR
AL
SIG
N
FL
AT S
HE
ET
PA
NE
L SIG
N
REIN
FO
RC
ED
BE
AM
3I2.2
5 A
LU
MIN
UM
STEEL
A36
(ALT)
STEEL
A572
STEEL
A36
(ALT)
STEEL
A572
STEEL
A36
(ALT)
STEEL
A572
1-3/4" 2-1/4"2-1/2"2"2 L
BS/FT
3 L
BS/FT
STEEL TUBE (PSST)
PERFORATED SQUARE
OR BEAM
POST
OF
LENGTH
STEEL
A36
(ALT)
STEEL
A572
STEEL
A36
(ALT)
STEEL
A572
STEEL
A36
(ALT)
STEEL
A572
LBS/FT
2
LBS/FT
3
STEEL TUBE (PSST)
PERFORATED SQUARE
67 C-4851-01 2018 24 39
61 262.36
915.0
14
9
14
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TRACED
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE439 7/23/2010
D.D.G.
S.A.B. D.D.G.
K.D.S.
Steven A. Buckley
INSTALLATIONS AND REMOVALS
FOR
SUMMARY OF QUANTITIES
7/1/03
KD
OT G
raphics C
ertified
KDOT Graphics Certified 08-03-2010
1 7/23/10
D.B.
D.D.G.
REVISIONS BY APP’DDATENO.
Changed Bid Items as per Spec Book (2007)
A36 STEEL UNIT PRICES INCLUDED IN THE CONTRACT.
STUB POSTS, BASE PLATES, AND FOOTINGS, PAYMENT FOR THESE ITEMS WILL BE BASED ON THE
THE CONTRACT ARE FOR A36 STEEL. WHEN FURNISHING A572 ALTERNATE STEEL BEAM POSTS,
THE QUANTITIES FOR STEEL BEAM POSTS, STUB POSTS, BASE PLATES, AND FOOTINGS IN
NOTE:
RECAPITULATION OF SIGNING & DELINEATION BID ITEMS
BID ITEMSUNITS
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
EACH
BID ITEMS
SIGN (FLAT SHEET) (HIGH PERFORMANCE)
SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)
SIGN (OVERLAY) (HIGH PERFORMANCE)
SIGN POST (4" x 6" WOOD) (FLAT SHEET SIGN)
SIGN POST (4" x 6" WOOD) (REINFORCED PANEL SIGN)
SIGN POST (W6X9 STEEL BEAM)
SIGN POST (W10X12 STEEL BEAM)
SIGN POST (W10X22 STEEL BEAM )
SIGN POST (2 LB/FT "U" STEEL)
SIGN POST (3 LB/FT "U" STEEL)
SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)
SIGN POST (2" PERFORATED SQUARE STEEL TUBE)
SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)
SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)
SIGN POST (4" X 6" STRUCTURAL STEEL)
SIGN POST (3 I 2.25 ALUMINUM)
SIGN POST STUB WITH BREAKAWAY BASE PLATE (W6X9)
SIGN POST STUB WITH BREAKAWAY BASE PLATE (W10X12)
SIGN POST STUB WITH BREAKAWAY BASE PLATE (W10X22)
SIGN POST BREAKAWAY BASE PLATE (W6X9)
SIGN POST BREAKAWAY BASE PLATE (W10X12)
SIGN POST BREAKAWAY BASE PLATE (W10X22)
SIGN POST FOOTING (24" Dia. CONCRETE)(STEEL BEAM POST)
SIGN POST FOOTING (30" Dia. CONCRETE)(STEEL BEAM POST)
SIGN POST FOOTING (18" Dia. CONCRETE)(WOOD POST)
SIGN POST FOOTING (1-3/4" PERFORATED SQUARE STEEL TUBE)
SIGN POST FOOTING (2" PERFORATED SQUARE STEEL TUBE)
SIGN POST FOOTING (2-1/4" PERFORATED SQUARE STEEL TUBE)
SIGN POST FOOTING (2-1/2" PERFORATED SQUARE STEEL TUBE)
SIGNING OBJECT MARKER (TYPE 2)
SIGNING OBJECT MARKER (TYPE 3)
SIGNING DELINEATOR (TYPE A)(WHITE RIGID, "U" POST)
SIGNING DELINEATOR (TYPE A)(YELLOW RIGID, "U" POST)
SIGNING DELINEATOR (TYPE A)(WHITE FLEXIBLE)(TYPE I ANCHOR)
SIGNING DELINEATOR (TYPE A)(YELLOW FLEXIBLE)(TYPE I ANCHOR)
SIGNING DELINEATOR (TYPE A)(WHITE FLEXIBLE)(TYPE 3 ANCHOR)
SIGNING DELINEATOR (TYPE A)(YELLOW FLEXIBLE)(TYPE 3 ANCHOR)
SIGNING DELINEATOR (TYPE B)(WHITE RIGID, "U" POST)
SIGNING DELINEATOR (TYPE B)(YELLOW RIGID, "U" POST)
SIGNING DELINEATOR (TYPE B)(WHITE FLEXIBLE)(TYPE I ANCHOR)
SIGNING DELINEATOR (TYPE B)(YELLOW FLEXIBLE)(TYPE I ANCHOR)
SIGNING DELINEATOR (TYPE B)(WHITE FLEXIBLE)(TYPE 3 ANCHOR)
SIGNING DELINEATOR (TYPE B)(YELLOW FLEXIBLE)(TYPE 3 ANCHOR)
EACH
EACH
EACH
EACH
EACH
SQUARE FOOT
SQUARE FOOT
SQUARE FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
LINEAR FOOT
A36 A572(ALT)
QUANTITIES
APPROXIMATE
SIGN POST SQUARE COUPLER (2-1/4")
SIGN POST FOOTING (SIGN POST SQUARE COUPLER) (2-1/4")
QUANTITIES
APPROXIMATEUNITS
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE450 7/23/2010
D.D.G.
S.A.B. D.D.G.
K.D.S.
Steven A. Buckley
BID ITEMS
SIGNING & DELINEATION
RECAPITULATION OF
7/1/03
KD
OT G
raphics C
ertified
KDOT Graphics Certified 08-03-2010
67 C-4851-01 2018 25 39
Mobilization
Mobilization (DBE)
Contractor Construction Staking 1
1
1 Lump Sum
Lump Sum
Lump Sum
*14-15’ Posts
*915’ Lump SumTraffic Control
Flagger (Set Price) Hour
Note: See Sh. 21 for Pavement Marking Quantities
262.36
1Removal of Existing Structures EACH
9
1Removal of Existing Structures EACH
KANSAS DEPARTMENT OF TRANSPORTATION
REVISIONS BY APP’DDATENO.
1
2
3
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
Steven A. Buckley07-22-2003
DDG
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TYPICAL DELINEATOR LOCATION FOR ROADSIDE MOUNTING
CURB SECTION SHOULDER SECTION GUARD FENCE SECTION
SHOULDER
RAMP
SHOULDER
MAINLINE
DELINEATOR
DELINEATOR
DETAIL "A"
TYPICAL DELINEATOR LOCATION FOR
MEDIAN CROSS-OVER
A
B
C
D
EF
G
DETAIL "A"DETAIL "B"
SHOULDER WIDTH 6 ft or GREATER
TYPE 2 OBJECT MARKERS
SHOULDER WIDTH LESS THAN 6 ft
TYPE 3 OBJECT MARKERS
TYPICAL OBJECT MARKER LOCATION FOR BRIDGE AND CULVERT STRUCTURES
AREA
PAVED GOREDELINEATOR
TYPE "B" YELLOW DELINEATOR
TYPE "B" YELLOW
Lane Taper
End of Acceleration
Lane Taper
End of Deceleration
Ramp Terminal Radius
End of Exit Gore Taper
Exit Ramp Gore Sign
Perpendicular to
Entrance Ramp Gore
Perpendicular to
Entrance Ramp Gore
Perpendicular to
Exit Ramp Gore Sign
Perpendicular to Ramp Terminal Radius
Exit Ramp Gore Sign
Perpendicular to
End of Exit Gore Taper Entrance Ramp Gore 400-500 ft
A
B
C
D
E
F
GDeceleration Lane Taper
End of Acceleration or
Deceleration Lane Taper
End of Acceleration or
SPACINGS(1)
TYPICAL
(1) Spacings shall be continous and uniform.
DELINEATION SPACING TABLE
Direction of Travel
End of curve for
Direction of Travel
Beginning of curve for
(2) Spacing is rounded to nearest meter using the formula:
ENDING POINTBEGINNING POINTRIGHT EDGE LEFT EDGE
TYPE AND COLOR
DELINEATOR
"B" YELLOW
"A" YELLOW
"B" YELLOW
"A" YELLOW
"A" YELLOW
"A" YELLOW
"A" YELLOW
"B" WHITE
"A" WHITE
"B" WHITE
"A" WHITE
"A" WHITE
"A" WHITE
"A" WHITE
"A" YELLOW"A" WHITE
30 ft to less than 33 ft
Left RightWidth of Structure
1
1
1
1
TWO-WAY ROADWAY (TWO LANES)
3 (1) 3 (1)
3 (1)
3 (1)
3 (1)
1 (2)
Left RightWidth of Structure
3 (1) 3 (1)
30 ft to less than 33 ft
Left RightWidth of Structure
1
ONE-WAY ROADWAY (TWO LANES)
3 (1)
3 (1)
3 (1)
1 (2)
ONE-WAY ROADWAY (ONE LANE)
3 (1)
3 (1)
3 (1)
- -
TYPE 3 OBJECT MARKERS
TYPICAL PLACEMENT OF
TYPE 3 OBJECT MARKERS USAGE
NOTES:
(2) - The left Type 3 Object Marker not
(1) - The first two Type 3 Object Markers not
required if the guard fence has delineation.
The Type 3 Object Markers Usage table is based
on both shoulders being equal width. If
Marker on the other side.
one shoulder width is greater than or equal
to 6 ft, then install a Type 2 Object Marker
on that side and install a Type 3 Object
DESIGN DETAILS FOR
POSITIONING OF DELINEATORS &
OBJECT MARKERS (TYPES 2 & 3)
NOTE:
ramps should be installed according to median width:
spacing shown in the Delineation Spacing Table.
acceleration lanes, deceleration lanes, ramps, and curves.
Delineation shall not be used on curves or loops when chevrons
(W1-8 signs) are used, except at the entrance and exit gore areas.
When changing from delineating one edge of the roadway to the other
marking edgeline.
and/or plan sheet for type, color, and spacing of delineation.
The color of delineation shall match the color of the pavement
Delineation shall be located on the outside edge of mainline,
See ’Delineation Spacing’ and ’Pattern of Delineation’ tables
When delineating a curve, the first delineator should be
Delineation located on a median between the entrance and exit
The longitudinal location of the Object Markers from the
edge, the delineation on both edges shall overlap the typical
shall not exceed the typical spacing for the road type.
located at the beginning of the curve. The spacing on the curve
guard fence and throughout the area with guard fence shall be
flexible post mounted.
on a single post along the median centerline.
Median width less than 6 ft: delineation installed back-to-back
installed as shown for the typical delineator locations.
Median width greater than or equal to 6 ft: delineation
The spacing shall be as shown in the Delineation Spacing Table.
** - No guard fence or barrier
07-01-03
100 feet
100 feet
100 feet
100 feet
All delineation used within 100 feet in advance of the nose of75-100 ft
Less than 20 ft
20 ft to less than 25 ft
Less than 20 ft
20 ft to less than 25 ft
25 ft to less than 28 ft
Less than 25 ft
25 ft to less than 28 ft
28 ft to less than 30 ft
28 ft to less than 30 ft20-300 ft (2)
528 ft
TE409
Spacing = 3 x (Radius - 50)
structure end shall be a maximum spacing of 42"
4’
4’ 4’
4’
4’ 6’ 6’ 7’ 7’
Maximum
2’ **
Maximum
2’ **
30’
30’
3’ MINIMUM
4’
2’ MINIMUM
4’
required if structure less than 10 feet long.
DETAIL "B"
SHOULDER
DELINEATOR
RAMP GORE SIGN
SEE SPACING TABLE (E)
AREA
PAVED GORE
MAINLINE
100’RAMP
SHOULDER
DELINEATOR
4’
MINIMUM
2’
2’ MINIMUM
4’
Steven A. Buckley07-22-2003
DDG
DDGSAB
WSB
67 C-4851-01 2018 26 39
1 7/23/10
D.B.
D.D.G.
REVISIONS BY APP’DDATENO.
Changed Sheeting Type
TYPE 2 OBJECT MARKER ASSEMBLY POSITIONS
STEEL ’U’ POST DETAILS ’U’ POST MOUNTING DETAILSTO STEEL DELINEATOR POSTS
DETAILS FOR ATTACHING DELINEATORS
PUNCHING DETAILS
’U’ POST
PUNCHING DETAILSFLAT SHEET DELINEATOR MOUNTING
TO STEEL ’U’ POSTS
DETAILS FOR ATTACHING OBJECT MARKERS
T3/OM-RT3/OM-L
COLORS:
YELLOW (RETROREFLECTIVE)
BLACK (NON-REFLECTIVE)
7 11/16"
13"
36"
13"13"
36"
13"
7 11/16"
45°
45°
45° 45°
45°
45°
2 5/16"12" 12"
2 5/16"
1 1/2" R.
4 3/4"
4 3/4"
4 3/4"
4 3/4"
4 3/4"
4 3/4"
1 1/2" R.
B
A
D
C
DIM. 2 LB/FT
A 3 1/8
1 17/32 B
C
D 1/8
1 1/4
(DIMENSIONS ARE NOMINAL)
ON 1
" C
EN
TE
RS
3/8 " D
IA.
HO
LES
MINI
MU
M O
F 3
6
10’6"
1/4 "
AND REG. SF HEX NUT
BOLT WITH LIGHT LOCK WASHER
5/16 " X 2 1/4 " CARRIAGE
’U’ POST
OBJECT MARKER
FLAT SHEET
7/8 "
2 1/16 "
13/16 "
POST DIMENSIONS(ALL DIMENSIONS SHOWN ARE NOMINAL)
9’
1"
ON 1
" C
EN
TE
RS
3/8 " D
IA.
HO
LES
MINI
MU
M O
F 2
6
UNLESS OTHERWISE NOTED.
ALL DIMENSIONS ARE IN INCHES
FLAT SHEET DELINEATOR
SQUARE NUT
LOCK WASHER, AND
WITH NYLON WASHER,
HEAD MACHINE SCREW
1/4 " X 1 3/8 " ROUND
DELINEATOR POST
2LB. ’U’ POST DETAILS
RETROREFLECTIVE SHEETING.
COVERED WITH TYPE IV HIGH INTENSITY YELLOW
THE OBJECT MARKER SIGN FACE SHALL BE
FOR THE ALUMINUM ALLOYS AND THICKNESS.
SEE FLAT SHEET SIGN BLANK DETAIL SHEETS
FLAT SHEET OBJECT MARKERS:
YELLOW RETROREFLECTIVE SHEETING.
SHALL BE COVERED WITH TYPE IV HIGH INTENSITY
THE 6" X 12" OBJECT MARKER SIGN FACES
FOR THE ALUMINUM ALLOYS AND THICKNESS.
SEE FLAT SHEET SIGN BLANK DETAIL SHEETS
FLAT SHEET OBJECT MARKERS:
67 C-4851-01 2018 27 39
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE415 7/23/2010
D.D.G.
S.A.B. D.D.G.
W.S.B.
Steven A. Buckley
TYPE 2 AND TYPE 3
FOR OBJECT MARKERS
DESIGN DETAILS
7/1/03
KD
OT G
raphics C
ertified
KDOT Graphics Certified 08-03-2010
REVISIONS BY APP’DDATENO.
1’6"
1"
3" CLEARANCE
3" CLEARANCE
1.5"
3"
2"
3" CL.
4" MAXIMUM
3’ 6" (
MIN.)
4" MAXIMUM
3"
5 1/2"
1’2 1/2"
WEDGE
HARDWOOD
6" PITCH
1/4" Ø SPIRAL
4 - #4 BARS
BITUMINOUS MATERIAL
POST & CONCRETE WITH
SEAL OPENING BETWEEN
TREATED WOOD POST
4" X 6" S4S
OR COMPACTED FILL
UNDISTURBED EARTH
5 1/2"
(GALVANIZED)
10 GAGE STEEL SHEET
DIRECTION OF TRAFFIC
DIRECTION OF TRAFFIC
SLEEVE
A A 3 1/2"
WOOD POST IN CONCRETE FOOTING WOOD POST IN SOIL
FOOTINGS.
25 CONCRETE FOR SIGN SUPPORT
MAY BE SUBSTITUTED FOR GRADE
COMMERCIAL GRADE CONCRETE
NOTE:
TREATED WOOD POST
4" X 6" S4S
4 3/4"
OR COMPACTED FILL
UNDISTURBED EARTH
LINE AFTER IMPACT.
OR LESS PROJECTION ABOVE THE GROUND
GUIDE" AND THESE PLANS IS TO HAVE A 4"
THE INTENT OF THE "ROADSIDE DESIGN
NOTE TO THE ENGINEER:
GENERAL NOTES
UNLESS OTHERWISE NOTED.
ALL DIMENSIONS IN INCHES
1/8 2-5
1/8 2-5
OPTIONAL
SECTION A-A
SECTION THRU SLEEVE
HARDWOOD WEDGE
SIDE ELEVATION
SIDE ELEVATION FRONT ELEVATION
FRONT ELEVATION
3 7/8"
5 7/8"
1/4"
1 1/2" DIA. HOLE
1 1/2"
3 1/2"
1’ 2 1/2"
1 1/2" DIA. HOLE
AT 6
" C
EN
TE
RS
3/8" D
IA.
HO
LES
3’ 0"
2’ 6"
3/8" OF TOP OF FOOTING.
SIDES OF POST AND FORCE DOWN TO WITHIN
WEDGES INTO THE OPENING ON TWO ADJACENT
CONCRETE FOOTING, PLACE TWO HARDWOOD
THE WOOD POST AND THE TOP OF THE
PRIOR TO SEALING THE OPENING BETWEEN
PRESERVATIVE TREATMENT SPECIFICATIONS.
BE TREATED IN ACCORDANCE WITH THE
BREAKAWAY HOLES AND FIELD CUTS SHALL
TREATING.
POSTS SHALL BE DRILLED PRIOR TO
ALL SIGN MOUNTING HOLES IN THE WOOD
OF ZINC THICKNESS BY MAGNETIC GAGE.
DETERMINATION
OF THE FINISHED SLEEVE AND
ACCEPTANCE SHALL BE VISUAL INSPECTION
SLEEVE WITH A METAL PLATE. BASIS OF
PERMISSIBLE TO CLOSE THE BOTTOM OF THE
COATING DESIGNATION A123. IT IS
COATED TO MEET THE REQUIREMENTS OF
THE REQUIREMENTS OF ASTM A653M AND ZINC
STEEL SHEET WHICH WAS PRODUCED TO MEET
THE POST SLEEVE SHALL BE FORMED FROM
INSTITUTE, FEBRUARY 1970.
SHAFT FOOTINGS", TEXAS TRANSPORTATION
COMPARED TO FULL-SCALE TESTS OF DRILLED
CONFORMS WITH "DESIGN PROCEDURE
SIGNALS 2002". FOUNDATION DESIGN
FOR SIGNS, LUMINAIRES, AND TRAFFIC
SPECIFICATIONS FOR STRUCTURAL SUPPORTS
DESIGN CONFORMS WITH ASHTO "STANDARD
AT 6
" C
EN
TE
RS
3/8" D
IA.
HO
LES
FOOTINGL
POST =LC
C
C
C FOOTINGL
POST =L
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE460 7/22/2003
D.D.G.
S.A.B. D.D.G.
A.A.D.
Steven A. Buckley
DETAILS FOR WOOD POSTS
7/1/03
KD
OT G
raphics C
ertified
KDOT Graphics Certified 10-04-2010
67 C-4851-01 2018 28 39
KANSAS DEPARTMENT OF TRANSPORTATION
REVISIONS BY APP’DDATENO.
1
2
3
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
Steven A. Buckley07-22-2003
DDG
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B
C C
B
A
FLAT SHEET SIGNS
TYPICAL MOUNTING OF
Section C-C
Sign
Flat Sheet
Section B-B
Sign
Flat Sheet
Section A-A
DD
3"
3"
Reinforced Panel
Section D-D
Top View
Side View
Reinforced Panel
2"
A
B
C
D
DIM. 3 lbs/ft
A
B
D
C
’U’ POST DIMENSION DETAILS
(DIMENSIONS ARE NOMINAL)
Section E-E
E E
the sign.
The top of the post shall not extend above the top of
NOTES:
aligned.
(R1-2) sign, the top holes of the signs should be
When a sign is mounted on the back of the "YIELD"
raised and positioned such that the holes are aligned.
the signs or posts, the sign on the back should be
aligned. In order to prevent having to drill holes in
installations, the bottom holes of the signs should be
be mounted at their prescribed height. In general
When signs are mounted back to back, the signs shall
�"�"
1"
POST CLIP
ROUTE MARKER ASSEMBLY ATTACHMENT
3 lbs/ft "U" Post
3 lbs/ft "U" Post
�"
REINFORCED PANEL SIGNS
TYPICAL MOUNTING OF
DETAILS FOR MOUNTING
SIGNS ON WOOD POSTS
(FLAT SHEET AND REINFORCED PANEL)
Flat Sheet Sign
overlap each other.
height, but under no circumstances shall the signs
The primary sign shall be mounted at their prescribed
sign, shall be mounted at their prescribed height.
advisory plate, Type 1 Object Marker, or secondary
When mounted with another sign (primary sign), the
the sheeting around the hole shall not be damaged.
All holes in the sign shall be free of any defects and
drill in the post shall be treated with a perservative.
post, shall be drilled by the contractor. All holes
Additional mounting holes, either through the sign or
07-01-03
and Reg. Hex Nut
Bolt with Flat Washer
�" x 6�" Carriage
and Reg. Hex Nut
Bolt with Nylon Washer
�" x 6�" Carriage
and Reg. Hex Nut
Bolt with Nylon Washer
�" x 6�" Carriage
2 lbs/ft "U" Post
0.641"
1�"
POST CLIP BOLT
0.360
2¥"
1�"
3�"
1�"
1�"
⁄"
2 lbs/ft
3�"
1�"
1�"1'"
18" or 24" spaces
Esna Stop Nut (Nylon Fiber)
Flat Washer and
Post Clip with Post Clip Bolt,
Reg. Hex Nut
with Flat Washer and
�" x 6�" Hex Bolt
Esna Stop Nut (Nylon Fiber)
Flat Washer and
Post Clip with Post Clip Bolt,
Reg. Hex Nut
with Flat Washer and
�" x 6�" Hex Bolt
All dimensions are in inches
TE481
dimension.
the smaller dimension is equal to the square head
The post clip bolt may have a rectangular head, if
the bid item ’4" x 6" Wood Post (Flat Sheet Sign)’.
marker assembly attachment, it shall be subsidiary to
When the 2 lbs/ft steel "U" post is used as a route
tightened against the sign face.
A nylon washer shall be used when a nut is to be
AADDDG
07-22-2003
SAB DDG
Steven A. Buckley
67 C-4851-01 2018 29 39
KANSAS DEPARTMENT OF TRANSPORTATION
REVISIONS BY APP’DDATENO.
1
2
3
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
Steven A. Buckley07-22-2003
DDG
DDGSAB
XXX
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B
B
C CA
A
D
B
B
C
A
A
A B C A B C D
3
A
D
C
E
E
C
B
A B C D E
D
A
B
C
A
A B C D
3 2
E
A
B
C
A
D
A B C D
3
E
3
3
F
D
C
G
G
C
B
A B C D E
A
E E
F G
T T T
T T T
AREA AREA AREA
AREA AREA AREA
SIGN SIZE SIGN SIZE SIGN SIZE
SIGN SIZE SIGN SIZE SIGN SIZE
3
SIGN BLANK DETAILS FOR
FLAT SHEET SIGNS
07-01-03
AAD
30 30
30
30
30 x 30
30 x 30
36 x 36
36 x 36
36 x 36
36 36
36
36
24
24
24
24
6 6
15 15
18 18
18
18 18
18 18
0.080
0.080
0.080
0.080
0.080
0.080 0.080
0.080
5 x 5
18 x 18
24 x 24
5 3/8 2 1/2
2 1/2
0.100
2 1/2 0.040
12
12
1212
1 1/2
1 1/2
1 7/8
2 1/4
48 x 48
48 x 4848 x 48
48
48 4848
12
9 24
460 x 60 60
1
1
2
2
Center hole is required.
Holes shall be �" Diameter.
All dimensions are in inches.
of the aluminum blank.
The dimension "T" is the thickness
otherwise noted.
All holes are �" square unless
NOTE:
All dimensions are in inches.
TE503
2.25
4.00
6.25
9.00
3.90 6.93
5.18
7.46
13.25
0.17 16.00
10.83
DDG
07-22-2003
SAB DDG
Steven A. Buckley
67 C-4851-01 2018 30 39
KANSAS DEPARTMENT OF TRANSPORTATION
REVISIONS BY APP’DDATENO.
1
2
3
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
Steven A. Buckley07-22-2003
DDG
DDGSAB
XXX
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A
B
C
C
D
E
A B C D E
O
O
O
O
O
O
O
O
O
O
O
O
O
O
1
T
1
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
1�
48
48
1�
1�
1�
48
1�
1�
AREA
10.00
12.00
16.00
15.75
10.00
12.50
15.00
20.00
12.00
18.00
21.00
24.00
A B C D E F G T
1�
1�
AREA A B C D E F G T AREA
1�
24.00
32.00
25.00
O
O
O
17.50
28.00
O
O
O
O
1�
2
2
2
SIGN SIZE SIGN SIZE SIGN SIZE
3
1� 3
3
3
1�
3
3
1�
3
1�
1�
3
3
1�
3
3
3
3
3
3
3
SIGN BLANK DETAILS FOR
FLAT SHEET SIGNS
07-01-03
1�
1�
A
B
C
C
D
E EF
G
O 15.00
O 10.50
O
1�
O
O
O
O
10.50
14.00
13.50
17.50
21.00
24.50
AAD
3 X 8 8
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
66 6
6
6
6
12 X 18
12 X 24
12 X 36
18 X 12
24 X 12
36 X 12
36 X 12
6 X 12
12 X 6 12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
1212
12 12
1212
12
12
18 X 18
18 X 24
24 X 18
30 X 18
36 X 18
36 X 18
18 X 6
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
1818
24 X 24
24 X 30
24 X 36
30 X 24
36 X 24
36 X 24
24 X 6 24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
30 X 36
36 X 30
36 X 36
36 X 30
36 X 36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36 36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
36
12 X 48 48 X 12
48 X 18
48 X 24
48 X 30
48 X 36
48 X 48
48 48
48
48
48
48
48 48
48
48
48
48
48
48
48
48
48
48
48
15 X 15
21 X 15
30 X 15
15 15
15
15
15
15
15
15
15
15
15
1515
15
21
21
30 X 30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30 30
30
30 30
30 30
30
30
30
30 30
36 X 42
48 X 42
42
42
42
42
42
42
42
42
42
42
42
42
42
72 X 12
72 X 18
72 X 24
72 X 30
72 X 36
48 X 72
72 X 48
72 X 42
48 X 96 96
72
72
72
72
72
72
72
72
54 X 36
54 X 42 54
54
54
60 X 12
60 X 18
60 X 24
60 X 30
60 X 36
60 X 60
60 X 48
60 X 42
60
60
60
60
60
60
60 60
60
84 X 18
84 X 30
84 X 36
84 X 48
84 X 42
84
84
84
84
84
0.17
0.50
0.50
1.50
2.00
3.00
4.00
1.56
0.75
1.50
2.25
3.00
2.19
1.00
2.00
3.00
4.00
5.00
6.00
3.13
3.75
5.00
6.25
7.50
3.00
4.50
6.00
7.50
9.00
3.00
4.50
6.00
6.00
6.00
7.50
7.50
9.00
9.00
4.00
8.00
5.00
TE506
0.040
0.040
�
�
�
1
3
3
3
3
3
3
3
3
3
3
3
3
0.063
0.063
0.063
0.063
0.063
0.063
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.080
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
0.100
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
9
9
9
9
9
9
9
9
9
9
9
9
9
18
18
18
18
Dimension "D" requires a Center Hole.
Holes shall be �" Diameter.
of the aluminum blank.
The dimension "T" is the thickness
otherwise noted.
All holes are �" square, unless
NOTE:
All dimensions are in inches.
2
2
07-22-2003
DDG
SAB DDG
Steven A. Buckley
67 C-4851-01 2018 31 39
REVISIONS BY APP’DDATENO.
THE DIMENSION "T" IS THE THICKNESS OF THE ALUMINUM BLANK.
ALL HOLES ARE 3/8 " SQUARE, UNLESS OTHERWISE NOTED.
NOTES:
ALL DIMENSIONS ARE IN INCHES.
A
B
C
C
B
A
B
A
C
D
E
F
FB
CF
C
C
D
A
B
E
A
B
G
F
E
D
C
H
F
A
B
C CD
E
F
E
F
SIGN SIZE A B T AREASIGN SIZE A B C D E F T AREASIGN SIZE
A B C D* T AREAE FSIGN SIZE
DIMENSIONS
A B C D E T AREASIGN SIZEA B C T AREA
INDEPENDENT USE
102 12.75
SIZE A B C D E F G H
- -
22.5 22.5
- -
25.5
T AREA
486 6
6
6 X 6 0.063 0.25 36 DIA
36 X 36
36 X 36 36 36
36 36
36
36 36
36
12
12
12
12
0.080
0.080
0.080
0.080 0.080
0.080
30 X 30
30 X 24 30
30
30
30 30
15 15
15
24 24
24 24
24
24
18
18
18
18
18
18
48 X 36 48 9 14 3/4
2 1/4
2 1/4
102 X 18 3 3
3
3
3
3
3 3
0.10013 HOLES @
8" SPACING
24 X 24
17
0.10045 X 36 45
3.20
7.20
3.99
8.99
0.125
* 3/8" DIA. HOLES
7.07 4.69
6.75
5.56
67 C-4851-01 2018 32 39
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OT
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TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE509 7/22/2003
D.D.G.
S.A.B. D.D.G.
A.A.D.
Steven A. Buckley
FLAT SHEET SIGNS
SIGN BLANK DETAILS FOR
7/1/03
Sh. No. XXX
KD
OT G
raphics C
ertified
KDOT Graphics Certified 01-18-2011
1 7/23/10
D.B.
D.D.G.
REVISIONS BY APP’DDATENO.
Changed Notes and Sheeting Type
DETAILED SPECIFICATIONS FOR FLAT SHEET SIGNS DETAILED SPECIFICATIONS FOR STRUCTURAL EXTRUDED PANEL SIGNS
PLANS.
EDITION), UNLESS OTHER DETAILS ARE SHOWN IN THE
THE ’STANDARD HIGHWAY SIGNS’ MANUAL (2004
HEIGHT, AND LETTER SERIES) SHALL BE AS SHOWN IN
THE DESIGN DETAILS FOR SIGNS (COLOR, LETTER
8’-0" IN HEIGHT.
ARE 4’-0" IN LENGTH AND LESS THAN OR EQUAL TO
SHEET BLANKS SHALL ALSO BE USED FOR SIGNS THAT
LESS THAN OR EQUAL TO 4’-0" IN HEIGHT. FLAT
ARE LESS THAN OR EQUAL TO 7’-0" IN LENGTH AND/OR
FLAT SHEET BLANKS SHALL BE USED FOR SIGNS THAT
SHEET BLANK DETAIL SHEETS.
ALUMINUM ALLOY AND THICKNESS SHOWN ON THE FLAT
ALL NEW FLAT SHEET SIGN BLANKS SHALL BE OF THE
REVERSE SCREEN PROCESS, OR DIRECT APPLIED LEGEND.
THE SIGN FACES SHALL BE DIRECT SCREEN PROCESS,
OR PRESSURE SENSITIVE.
SHEETING OR LETTERING FILM SHALL BE HEAT ACTIVATED
THE TYPE OF ADHESIVE USED FOR RETROREFLECTIVE
INTENSITY RETROREFLECTIVE SHEETING.
BACKGROUND SHALL BE COVERED WITH TYPE IV HIGH
FLUORESCENT YELLOW GREEN, BROWN, OR WHITE
ALL SIGN FACES WITH BLUE, GREEN, RED, YELLOW,
INTENSITY RETROREFLECTIVE SHEETING.
ALL SIGN FACES SHALL BE COVERED WITH TYPE IV HIGH
4’-0" IN HEIGHT.
ARE GREATER THAN 7’-0" IN LENGTH OR GREATER THAN
REINFORCED PANELS SHALL BE USED FOR SIGNS THAT
OR BOTTOM OF SIGNS.
USED. THE 1’-0" PANELS SHALL BE USED ONLY AT THE TOP
PANELS ARE USED, EITHER 1’-0" OR 6" PANELS SHALL BE
ENTIRELY ON ONE PANEL. IF EXTRUDED FABRICATED SIGN
ARE NOT SHOWN, A LINE OF LEGEND SHOULD BE PLACED
SHOWN. IF EXTRUSHEET FABRICATED PANEL DIMENSIONS
SHALL BE OF THE LENGTH, WIDTH AND IN THE POSITION
EXTRUSHEET FABRICATED SIGN PANELS ARE USED, THEY
SHOWN ON THE REINFORCED PANEL DETAIL SHEETS. IF
FABRICATION, ALUMINUM ALLOY, AND THICKNESS
ALL NEW REINFORCED SIGN PANELS SHALL BE OF THE
SPACING TABLE DIMENSIONS ARE IN INCHES.
ARE MODIFIED SERIES "E" UNLESS OTHERWISE SHOWN.
LETTERS AND NUMBERS ON REINFORCED PANEL SIGNS
OR PRESSURE SENSITIVE.
SHEETING OR LETTERING FILM SHALL BE HEAT ACTIVATED
THE TYPE OF ADHESIVE USED FOR RETROREFLECTIVE
RETROREFLECTIVE SHEETING.
BORDERS SHALL BE TYPE IV HIGH INTENSITY
DIRECT APPLIED LEGEND, AND DIRECT APPLIED
THE RETROREFLECTIVE SHEETING USED FOR THE
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OT
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TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE590 7/23/2010
D.D.G.
S.A.B. D.D.G.
K.D.S.
Steven A. Buckley
AND FLAT SHEET SIGNS
FOR REINFORCED SIGN PANELS
DETAILS SPECIFICATIONS
7/1/03
KD
OT G
raphics C
ertified
KDOT Graphics Certified 08-03-2010
67 C-4851-01 2018 33 39
Taper
Work space Downstream
TYPICAL WORK ZONE COMPONENTS
Advanced warning area Transition
Area
Activity area Termination area
SPEED (MPH)
LENGTH (ft)
20
115
25
155
30
200
35
250
40
305
45
360
50
425 495
55 60
570
65
645
70
730
75
820
3
2
1 08/18/15
K.E.
R.W.B.
REVISIONS BY APP’DDATENO.
Channerlizer spacing info
Posted speed prior to work starting
2
(temporary)
Pavement marking
device
Channelizing
is 40 mph or less)
optional if posted speed limit
(sloped concrete treatment is
Inertial barrier system
barrier system
Concrete safety
display
Arrow
taper
Shoulder
Taper "L" space
BufferDistance
A
Distance
B
Distance
C
Minimum advance warning sign spacing (in feet):
URBAN (40 MPH OR LOWER)
URBAN (45 MPH OR HIGHER)
RURAL (55 MPH OR LOWER)
RURAL (60 MPH OR HIGHER)
EXPRESSWAY/FREEWAY 1000
750
500
350
100
A B
100
350
500
750
1500 2640
750
500
350
100
C
less than 100’, unless directed by the engineer.
The minimum spacing between signs shall be no
maximize visibility.
as approved by the engineer in order to
beyond the minimum values in the table above
The spacing between any signs may be increased
Shoulder taper=1/3 L
Shifting taper=1/2 L
W =Width in offset feet
prior to work starting in MPH
S =Numericial value of posted speed
Where: L =Minimum length of taper in feet
L = WS /60 for speeds of 40 MPH or less
L = WS for speeds of 45 MPH or more
Taper Formulas:
Buffer Space
devices are not needed along the tangent barrier section.
When concrete barrier system is used, portable channelizing
*
*
SPEED (MPH)
Posted speed prior to work starting
the roadway prior to work starting.
should be designed and installed using the posted/legal speed of
1) Design Speed: Those items delegated to temporary traffic control
less than 11’ may require restricted roadway width signing.
shown on the plans, or as directed by the engineer. A lane width
(measured between centerlines of pavement markings) or as
2) Minimum lane width: Lane widths shall be a minimum of 11’
facility.
features consistent with the features present in the existing pedestrian
the temporary facilities shall be detectable and include accessiblity
4) When existing pedestrian facilities are disrupted, closed, or relocated,
785-296-0355 or 785-296-1183.
contact the Temporary Traffic Control Unit for more information at
6) Alternative temporary rumble strip options may be available. Please
making a midblock crossing.
work sites that will induce them to attempt skirting the work site or
midblock locations) so that pedestrians are not confronted with midblock
volumes, these signs should be placed at intersections (rather than
the roadway. In urban and suburban areas with high vehicular traffic
advance signing that encourages them to cross to the opposite side of
can be provided, pedestrians should be appropriately directed with
Unless a reasonable safe route that does not involve crossing the roadway
bicycle movements from both work site activity and vehicular traffic.
3) Consideration should be made to seperate pedestrian and, if needed,
advance of the condition as long as the condition is present.
W8-15p motorcycle plaque as directed by the engineer. Display signs in
(Road Work Ahead) on mainline approaches. Signs may be used with the
(Grooved Pavement) or W8-7(Loose Gravel) a "C" distance after the W20-1
made of loose material, or when directed by the engineer use the W8-15
5) When the driving surface open to traffic is milled, is a temporary surface
Channelizer placement:
normally at right angles to the traffic flow.
(3) Channelizing devices shall be placed for optimum visibility,
to work starting.
exceed a distance in feet equal to 1/2 the posted speed limit in mph prior
(1) The spacing between devices in transition area (taper) should not
posted speed limit in mph prior to work starting.
activity area should not exceed a distance in feet equal to two times the
(2) The spacing between devices in the advanced warning area and the
work space, only the space upstream of the vehicle constitutes the buffer space.
in the buffer space. When a protection vehicle is placed in advance of the
Neither work activity nor storage of equipment, vehicles, or material should occur
See typical work zone components above.
A full lane width should be available throughout the length of the buffer space.
from the work space, the barrier system shall be considered part of the activity area.
If temporary concrete safety barrier system is used to seperate approaching traffic
the new path. The arrow sign should not be visible to opposing traffic.
(4) Place directional indicator barricades in series to direct traffic onto
downward in the direction traffic is expected to pass.
(5) Alternating diagonal orange and white striping must slope
Sh. No. XXX
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TRACED
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE700 08/18/15
B.A.H.
R.W.B
Kristina Ericksen
GENERAL NOTES
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 08-18-2015
67 C-4851-01 2018 34 39
3
2
1
REVISIONS BY APP’DDATENO.
36"
APPROX.
18"
MIN. ORANGE
WHITE
6" TO 8"
6" TO 8"
DRUM
ORANGE
WHITE
TRAFFIC CONE
6"
2"
4"
3" TO 4"
MIN.
36"
ORANGE
WHITE
VERTICAL PANEL
4"4"
MIN.
24"
MIN.
36"
45°
to the traffic side for channelization.
The stripes shall slope downward
12"
DELINEATOR
CONICAL
ORANGE
WHITE
6" TO 8"
6" TO 8"
MIN.
42"
2" MIN.
2"
3"
2" TO 6"
3"
ORANGE
WHITE
TUBULAR MARKER
28" MIN.
Striping as shown for up to 42".
MIN.
36"
24" MIN.
8" MIN.
12" MAX.
6"
6"
ORANGE
WHITE
45°
TYPE 2 BARRICADE
channelization.
All stripes shall slope downward to the traffic side for
For rails less than 36" long, 4" wide stripes may be used.
36"
24"
12"
8"
4"
4"45°
DIRECTION INDICATOR BARRICADE
the motorist into the intended lane of travel.
The direction indicator barricade shall be used in series to direct
The stripes shall slope downward in the direction traffic is to pass.
DEVICE
SUPPORT
EDGE
HAND TRAILING
2" MAX.
2" MAX.
PLATE
DETECTION
HEIGHT
8" MIN.
38" MAX.
32" MIN.
PEDESTRIAN CHANNELIZER
LOCATION
ITEM
PORTABLE
FIXED
NO
(1,2)
(1)
(2)
NO
YES
(3) NO
(1)
(2)
(3) (3) (3) (3) (3) (3)
(3)(3)(3)
Gores
Devices
Lead-in
(2)(2,3)
Direction Indicator Barricade
Vertical Panels
Conical Delineators
Drums
Type 2 Barricade
Tubular Markers
Vertical Panels
Yes
Yes Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
YesYesYes
Cross-o
vers
Diversio
ns
Shoofly
Tangents
Tapers
Ra
mps
Head
Head to
Identifier
Obje
ct
Traffic Cones
(2) (2) (2) (2) (2) (2)
NO NO NO
NO NO
NO NO NO NO
NONO(2) (2) (2)
NO NO (4) (4) (4) (4) (4) (4)
(4) Daytime operations only.
(3) May be used upon the approval of the engineer.
(2) The stripes shall slope downward to the traffic side for channelization.
(1) Not allowed on centerline delineation along freeways or expressways.
NO
6. Use alternating orange/white on interconnected devices.
the alternate path.
having a slope of 12:1 or flatter and having a width equal to
paths with a firm, stable, and slip resistant temporary ramp
5. Treat height differentials > 1/2" in the surfaces of alternate
4. Alternate pathways shall be firm, stable, and slip resistant.
and to provide continuous guidance through or around work.
3. Interconnect pedestrian channelizers to prevent displacement
continuous walls.
2. Hand trailing edges and detection plates are optional for
into the pathway.
1. Support device shall not project beyond the detection plate
Sh. No.
2018 3935
26
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TRACED
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APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE702 06/01/15
L.E.R.
R.W.B.
Kristina Ericksen
CHANNELIZING DEVICES
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-01-2015
67 C-4851-01
1000’
500’ 500’
500’
500’500’
OR
48"x 4
8"
W20-3
48"x 4
8"
W20-3
48"x 3
0"
R11-2
OR
NOTE:
60"x 3
0"
R11-4
60"x 3
0"
R11-3
A
WO
RK
SIDE ROAD
FIGURE 2: TYPICAL SIGNING FOR SIDE ROAD OPEN
48"X 30"
R11-248"x 30"
R11-2
Note: Sign shown for one approach to intersection (work zone).
OR
WORK
48"x 3
0"
R11-2
60"x 3
0"
R11-4
60"x 3
0"
R11-3
A
48"x 4
8"
W20-1
48"x 2
4"
KG
20-2
48"x 4
8"
W20-3
48"x 4
8"
W20-3
3
2
1
REVISIONS BY APP’DDATENO.
Type 3 barricade
Type 3 barricades
Complete closure
position)
(winged
barricades
Type 3
control plans.
as shown on project traffic
appropriate detour signing,
should be accompanied with
The R11-3A and R11-4 signs
Note: Signs shown for one approach to work zone.
Note: Signs shown for one approach to work zone.
Type 3 barricades
Complete Closure
Type 3 barricade
Type 3 barricade
Type 3 barricades
Complete closure
(staggered position)
Type 3 barricades
(no decimal mileage)
mile41Length to the nearest
Use R11-3a if 1 mile or more
Use R11-4 if less than 1 mile
(typ.)
House or field entrance
or field entrance
Last access for house
FIGURE 1: TYPICAL SIGNING FOR ROAD CLOSURE (MAINLINE OR SIDE ROAD)
use R11-3a if 1 mile or more
Use R11-4 if less than 1 mile
mileage)
mile (no decimal41
Length to the nearest
or public road (typ.)
House, field entrance,
Channelizing device
FIGURE 3: TYPICAL SIGNING FOR ROAD CLOSURE - LOCAL TRAFFIC ACCESS
post near each outside corner of the end barricades.
low intensity warning light shall be mounted to the vertical
When barricades are placed end-to-end or staggered, a Type "A"
total area of the three rails.
cover more than 50% of the top two rails or 33% of the
Approved signs mounted on Type 3 barricades should not
20"
20"
6"
6" 45°
TYPE 3 BARRICADE WITH LIGHTS
48" Min.
12" Max.
8" Min.
Min.
5’
OrangeWhite
mounted to the vertical post (typ.)
Type "A" low intensity warning light
DETECTABLE BARRICADE
32" Min.
2" Max.
6" Min.
when used
Audible device location
ROAD CLOSED GENERAL NOTES
Pedestrian barricade
R11-3a or R11-4 sign where applicable.
The words "BRIDGE OUT" (or BRIDGE CLOSED) may be substituted for the words "ROAD CLOSED" on the
to the point of complete closure of the roadway is 1 mile or greater.
The R11-3a (ROAD CLOSED # MILES AHEAD LOCAL TRAFFIC ONLY) sign shall be used when the distance
when the distance to the point of complete closure of the roadway is less than 1 mile.
The R11-4 (ROAD CLOSED TO THRU TRAFFIC or ROAD CLOSED LOCAL TRAFFIC ONLY) sign shall be used
completely close the roadway.
end-to-end Type 3 barricades shall be placed just beyond the last access point in the work zone, to
shall be longitudinally staggered to maintain the appearance of a closed roadway. A second line of
As shown in Figure 3, when local traffic must be allowed access into the work zone, Type 3 barricades
sign shall be used with Type 3 barricades (winged position), placed on the shoulders of roadway.
TRAFFIC ONLY) or R11-4 (ROAD CLOSED LOCAL TRAFFIC ONLY or ROAD CLOSED TO THRU TRAFFIC)
location where the roadway is completely closed, the R11-3a (ROAD CLOSED # MILES AHEAD LOCAL
As shown in Figure 1, at the point where thru traffic must detour and local traffic can proceed to the
WITH OPPOSITE SIDEWALK AVAILABLE
FIGURE 4: TYPICAL SIGNING FOR SIDEWALK CLOSED
WORK SPACE
24"x 1
2"
R9-9
24"x 1
8"
R9-11
24"x 18"
R9-11
24"x 1
8"
R9-11
24"x 18"
R9-11
24"x 12"
R9-9
Orange Rail
White Rail
WORK SPACE
SP
AC
E
4. Do not use warning lights on audible devices.
3. Do not use warning lights on pedestrian barricades.
2. Barricades shall be used to close the entire width of the pathway.
plate into the pathway.
1. Support device shall not project beyond the detection
SPACE
XX
67 C-4851-01 2018 36 39
Sh. No. XXX
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$$
KD
OT
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TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE704 06/01/15
B.A.H.
R.W.B.
Kristina Ericksen
CLOSURES
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-01-2015
RO
AD
CLOSED
LOCAL
TR
AFFIC
ONLY
RO
AD
CLOSED
LOCAL
TR
AFFIC
ONLY
MIL
ES
AHEA
D
RO
AD
CLOSED
LOCAL
TR
AFFIC
ONLY
RO
AD
CL
OS
ED
ROAD
CLOSED
ROAD
CLOSED
RO
AD
CL
OS
ED
TH
RU
TR
AFFIC
RO
AD
CLOSED
TO
RO
AD
AHEA
D
WO
RK
RO
AD
CL
OS
ED
500
FT
RO
AD
CL
OS
ED
1000
FT
RO
AD
CL
OS
ED
500
FT
RO
AD
CL
OS
ED
1000
FT
EN
D
RO
AD
WO
RK
SID
EW
ALK
CLOSED
CROSS
HERE
AHEA
D
SIDEWALK CLOSED
CROSS HERE
AHEAD
SIDEWALK CLOSED
CROSS HERE
AHEAD
SID
EW
ALK
CLOSED
CROSS
HERE
AHEA
D
SID
EW
AL
K
CL
OS
ED
SIDEWALK
CLOSED
RO
AD
CLOSED
LOCAL
TR
AFFIC
ONLY
MIL
ES
AHEA
DX
X
3" C
48"x 12"
6" C
48"x 24"
6" C
SIGN LAYOUT INFORMATION
STD. SIZE EXPWY/FREEWAY
24"x 6"
W8-11
W7-3a
EXPWY/FREEWAY
STD. SIZE
48"x 24"
6" C
EXPWY/FREEWAY
STD. SIZE
STD. SIZE EXPWY/FREEWAY
10" D6" C
KG20-2
KM4-2O
KG20-5
SP-01
EXPWY/FREEWAY
STD. SIZE
8" D
48"x 48"
W8-17
EXPWY/FREEWAY
STD. SIZE
48"x 48"
MUST HAVE UPPER AND LOWER CASE LETTERS.
ALL CITY NAMES AND STREET NAMES ON SPECIAL SIGNS AND DESTINATION SIGNS
(SPECIAL SIGN)
W8-17P
EXPWY/FREEWAY
STD. SIZE
30"x 24"
(OPTIONAL)
STD. SIZE EXPWY/FREEWAY
10" D6" C
SP-02
(SPECIAL SIGN)
UPPERCASE: UPPERCASE:
LOWERCASE: LOWERCASE:4.5" C 8" D
Bottom
Min.
6’ - 12’
5’
MIN.
should
er
Edge of
6’
Roadway
traveled way
Edge of of sign
Rural Urban
each other.
pavement. Signs shall not overlap
sign to the near edge of the
4’ measured from the bottom of the
mounted below another sign may be
3) The height of the secondary sign
minimum of 7’ above the ground.
breakaway posts shall be mounted a
50 square feet installed on multiple
2) Large signs having an area exceeding
pavement.
the bottom of sign to the near edge of the
at a minimum height of 5’ measured from
1) Ground-mounted signs shall be mounted
FLAG
FLAG STAFF
sign post
light mounted to action warning
Type "A" low intensity warning
65°
45° TO
65°
45° TO
9"
3"
9"
3"
12"
5"
48"
48"
7"
5"
8"
4"
3’-0"8"
3"
4"
4"X
3.1"41.8"
3.1"
0,0
Y
0.9"
MOUNTING
BACKGROUND
LEGEND/BORDER
WIDTH x HEIGHT
SIGN NUMBER
CORNER RADIUS
BORDER WIDTH
GROUND
3.0"
4’-0" x 3’-0"
FINES DOUBLE
KI-104a
23.0
D
8.0
28.69.7 6.4 3.2 7.3 6.4 5.4 9.7
11.0
D
8.0
40.33.9 6.9 7.5 7.3 7.3 6.4 4.9 3.9
4.0
D
4.0
41.83.1 1.6 2.7 3.2 4.3 3.8 3.6 2.8 3.2 3.4 3.8 3.6 3.2 2.7 3.1
Y
FONT
HT
LENLETTER SPACINGS
KI-105a
SPACINGS ARE TO START OF NEXT LETTERDIMENSIONS IN INCHES
4’-0"
F I N E S
D O U B L E
I N W O R K Z O N E S
1.0"
TYPE:
TYPE:
COLOR:
COLOR:
MOUNTING
BACKGROUND
LEGEND/BORDER
WIDTH x HEIGHT
SIGN NUMBER
CORNER RADIUS
BORDER WIDTH
REFLECTIVE
GROUND
4.0"
4’-0" x 4’-0"
WHITE
BLACK
NON-REFLECTIVE
GIVE EM A BRAKE
STRIPE WIDTH 3.0"
COLOR:
TYPE:STRIPES REFLECTIVE
ORANGE
LEGEND FONT
25 DEGREE SLANT
DUTCH 801 ROMAN SWC
The informational signs are not to interfere with the traffic control signs for the project.
may designate a more appropriate location if conditions dictate.
Install signs a minimum of 500’ in advance of the road work ahead sign. The engineer
direction of traffic.
Typically, there are two sets of informational signs installed per project: one for each
Notes:
2. With the engineer’s approval, use acceptable alternative sign stands.
1. Shift the sign location. Do not violate minimum sign spacing.
In the case of hitting rock when driving posts
posts.
post. All signs less than 9’ in width shall use a maximum of two wood
posts may be used with a minimum of 4’ between the centerline of each
When the sign width is equal to or greater than 9’, three or more wood
Bottom
Face of
Fro
m t
op
Roadway
* 7’
Min.
of curb
of sign
curb
* 2’ Min.
back of curb.
walkway nor shall it project beyond the
the sign and shall not protrude into the
the pedestrian pathway to the bottom of
minimum of 2’ measured from the top of
6) Pedestrian detour signing shall be a
minimum of 7’ above the ground.
breakaway posts shall be mounted a
50 square feet installed on multiple
5) Large signs having an area exceeding
overlap each other.
near edge of the pavement. Signs shall not
measured from the bottom of sign to the
mounted below another sign may be 6’
4) The height from of the secondary sign
facilities.
not project more than 4" into pedestrian
3) Signs mounted lower than 7’ should
bicycle traffic.
or areas designated for pedestrian or
supports should be located on sidewalks
2) Neither portable nor permanent sign
of sign to the near edge of the pavement.
height of 7’ measured from the bottom
1) Signs shall be mounted at a minimum
*
TYPE: REFLECTIVE
COLOR: WHITE
TYPE: NON-REFLECTIVE
COLOR: BLACK
by the engineer.
Mileage to be determined
EXPWY/FREEWAY
STD. SIZE
8" D
48"x 48"
EXPWY/FREEWAY
STD. SIZE
8" D
48"x 48"
EXPWY/FREEWAY
STD. SIZE
30"x 24"
W8-15
W8-15p
W8-7
3
2
1
REVISIONS BY APP’DDATENO.
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$$
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OT
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TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE710 06/01/15
R.W.B.
R.W.B.
Kristina Pyle
SIGN INFORMATION
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-01-2015Sh. No.
67 C-4851-01 2018 37 39
UNEVE
LANES
N
END
ROAD WORK
NEXT
X MILES
WORK ZONE
PILOTCAR
IAW T ROF
US-75 CLOSED
FOLLOW DETOUR
NB
SHOULDER
DROP-OFF
US-75 CLOSED
FOLLOW DETOUR
’EM A
BRAKE
GIVE
FINES
DOUBLEIN WORK ZONES
GROOVED
PAVEMENT
GRAVEL
LOOSE
Sign post
Ground line
AA
Sign post
6"B B
Ground line
Sign post
3"
3 1/2"
42" min.
4 3/4"
14 1/2"
5 1/2"
3"
3 1/2"
3 1/2"
5 1/2"
3 1/2"
3 1/2"
BB
AA
AA
Bottom of sign post
Ground line Ground line
Stub post
Bottom of stub
Direction
Of tr
avel
Stub
Sign post
Spacer
Top of stub
Side elevationFront elevation
Side elevation
4" x 4" Wood post in soil 4" x 6" Wood post in soil
44" Min.44" Min.
Section B-B
Sign post
sleeve
Post anchor
length
stub post
84" Min.
at ground level
Install corner boltGround line Ground line
ground line
ends and at
bolt at both
Install corner
Place bolts in the same corner along each sign post.
the spliced pieces of U-Channel.
Use manufacturer recommended spacers over the bolts between
through the holes nearest the ends of the splice.
Place two bolts at both ends of the splice
Notes:
of stub)
non-impacting side
(splice post to
Sign post
Details for 2", 2 1/4", or 2 1/2" sign posts
sleeve
post anchor
gap
8" Min.
Post anchor
or compacted fill
Undisturbed earth
or compacted fill
Undisturbed earth
Post anchor
1 1/2" Max.
Post anchor Post anchor
corner bolt
5/16" Std.
jam nut
5/16" Hex
Section A-A
corner bolt
5/16" Std.
jam nut
5/16" Hex
Telescoping P.S.S.T. detailP.S.S.T. detail
6" Min.
1 1/2" Max.
length
splice
18" Min.
or compacted fill
Undisturbed earth
traffic
Direction ofat 6" centers
3/8" dia. holes
traffic
Direction of
hole
dia.
1 1/2"
or compacted fill
Undisturbed earth
wood post
treated
4" x 6" s4s
at 6" centers
3/8" dia. holes
42" Min.
wood post
treated
4" x 4" S4SLC Post = C FootingL
4" Max.
Section A-A Section B-B
or compacted fill
Undisturbed earth
setup
Wood post
setup
3 lb/f U-Channel
ends of the splice
Install bolts at both
lap splice
18" Min.
line (impact side)
of splice to ground
24" Min. from bottom
42" Min.
Section A-A
Perforated square steel tube (P.S.S.T.) post setup
See TE710 for additional
details and requirements
3
2
1
REVISIONS BY APP’DDATENO.
Sh. No. XXX
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Plotted :
$$
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$$
KD
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TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE712 06/01/15
B.A.H.
R.W.B.
Kristina Pyle
SIGN POSTS
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-01-2015
67 C-4851-01 2018 38 39
Recapitulation Of Quantities
Work Zone Sign (Special)
Work Zone Signs
Lighted Devices
0-9.25
Sign No. 16.25 Sq.Ft. & Less 16.26 Sq.Ft. & Over
Sign No.9.26-16.25 16.26 & Over
Size - Sq.Ft.
Item Quantity Unit
Work Zone Signs (O To 9.25 Sq.Ft.)
Work Zone Signs (9.26 To 16.25 Sq.Ft.)
Work Zone Signs (16.26 Sq.Ft. & Over)
Channelizer (Fixed)
Channelizer (Portable)
Work Zone Warning Light (Type "A" Low Intensity)
Work Zone Warning Light (Red Type "B" High Intensity)
Arrow Display
Portable Changeable Message Sign
Pavement Marking (Temporary)
Solid (Line Masking Tape)
Broken (Line Masking Tape)
Pavement Marking Removal
Work Zone Sign (Special) (16.25 Sq. Ft. & Less)
Work Zone Sign (Special) (16.26 Sq. Ft. & More)
Temporary Raised Pavement Marker (Type I)
Temporary Raised Pavement Marker (Type II)
Traffic Signal Installation (Temporary)
Traffic Control (Initial Set Up)
Traffic Control
Flagger (Set Price)
Lump Sum
1 Hour
Lump Sum
Lump Sum
Lump Sum
Each
Each
Each
Each
Lin. Ft.
Sta./Line
Sta./Line
Sta./Line
Sta./Line
Sta./Line
Sta./Line
Sta./Line
Sta./Line
Sta./Line
Sta./Line
Sta./Line
Each Per Day
Each Per Day
Each Per Day
Each Per Day
Each Per Day
Each Per Day
Each Per Day
Each Per Day
Each Per Day
Each Per Day
Arrow Display
Portable Changeable Message Sign
Channelizing Devices
Fixed Portable
Barricades
Sta./Line
Flexible Raised Pavement Marker (4" Broken (8.0’))
W20-7 2
Work Zone Barricades (Type 3 - 4’ To 12’)
Symbol (Type I)
Symbol (Type II)
Project At Any One Time
Quantity Most Used On The
(Type "A" Low Intensity)
Work Zone Warning Light
(Red Type "B" High Intensity)
Work Zone Warning Light
(4’ To 12’)
Type 3
Each
Each
(Each Per Day)
Traffic Control Devices
Summary Of
(Each)
Traffic Control Devices
Summary Of
4" Broken (8.0’) (Type I)
4" Broken (8.0’) (Type II)
4" Broken (3.0’) (Type I)
4" Broken (3.0’) (Type II)
4" Dotted Extension (Type I)
4" Dotted Extension (Type II)
4" Solid (Type II)
4" Solid (Type I)
Each Per DayWork Zone Barricades (Pedestrian)
Channelizer (Pedestrian) Each Per Day
Flexible Raised Pavement Marker (4" Broken (3.0’) )
PedestrianPedestrian
3
2
1
REVISIONS BY APP’DDATENO.
67 C-4851-01 2018 39 39
Sh. No. XXX
Dra
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File :
untitled
Plotted :
$$
DG
NS
PE
C$$
$S
YTIM
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$$
KD
OT
GR
P$$
TRACED
TRACE CK.
APP’D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE795 06/01/15
B.A.H.
R.W.B.
Kristina Ericksen
RECAPITULATION OF QUANTITIES
SUMMARY OF DEVICES
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-23-2015