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Date:
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UN-2017 13:4
2
STATE
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
Sheet No.
DEPARTMENT OF TRANSPORTATION
STATE OF KANSAS
KANSAS PROJECT
PROJ. NO. 35-46 KA-4551-01
I-35
JOHNSON COUNTY
OVERHEAD SIGN TRUSS MODIFICATION
Sign Structure RepairINDEX OF SHEETS
1
3
4
8
4
44
4
R 2
5 E
R 2
4 E
RO
E A
VE.
METC
ALF A
VE.
SANTA FE
DRIVE
PFLU
MM R
OA
D
SHAWNEE MISSION PARKWAY
87 TH ST.
JOHNSON DRIVE
MERRIA
M DRIV
E
CO
UN
TY
T 12 S
T 11 S
B.N.S.F.
94°
40'
44
4
4
TO. JC
T.
US-71
5.7
TO J
CT.
I -7
0
TO K
ANSAS CIT
Y
MO.
TO J
CT.
I - 35
TO J
CT.
K - 1
32
2Dyke
Branch
Creek
0.7
0.7
WESTWOOD
FAIRWAY
MISSION
HILLS
Cr.
Brush
Creek
Turkey
WYANDOTTE COUNTY
39°00'
PARK
PRAIRIE
VILLAGE
MISSION
SHAWNEE
LENEXA
OVERLAND PARK
Country
Westwood Hills
Mission Woods
Lake
Quivira
KANSAS CITY
MISSOURI56
69
56
169
169
69
69
69
56
56
35
Project Location
201835-46 KA-4551-01 1
Sheet No. 1
Traffic Control Standards
Overhead Truss Standards
Construction Layout for Overhead Truss Sign Structure
Details Specifications for Reinforced Sign Panels and Flat Sheet Signs
Reinforced Panel Details Extrusheet Fabrication
Details for Mounting Reinforced Panel Sign on I-Beam Post
Recap of Quantities
Quantities
Title
2
9
27
18-27
10-17
5-7
CA
Dconform C
ertify T
his File
CADconform Certify This File
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Traffic
1 7/23/10
D.B.
D.D.G.
REVISIONS BY APP'DDATENO.
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
TE402 7/23/2010
D.D.G.
S.A.B. D.D.G.
W.S.B.
Steven A. Buckley
Changed General Notes and Spec Book Date
AND INDEX
GENERAL NOTES
SIGNING SYMBOL KEY
7/1/03
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)
Sh. No.
201735-46 KA-4551-01 2
2
27
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-28-2017
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1 7/23/10
D.B.
D.D.G.
REVISIONS BY APP'DDATENO.
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
TE450 7/23/2010
D.D.G.
S.A.B. D.D.G.
K.D.S.
Steven A. Buckley
Changed Bid Items as per Spec Book (2007)
RECAPITULATION OF
SIGNING & DELINEATION
BID ITEMS
7/1/03
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
Sh. No.
201735-46 KA-4551-01 3
3
KD
OT G
raphics C
ertified
KDOT Graphics Certified 01-18-2011
Mobilization
1
Lump Sum
Each
L.S.
27
Sign Structure Modification (Sta. 62+88)
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REVISIONS BY APP'DDATENO.
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
TE490 7/22/2003
D.D.G.
S.A.B. D.D.G.
B.A.H.
Steven A. Buckley
ON I-BEAM POST
REINFORCED PANEL SIGN
DETAILS FOR MOUNTING
7/1/03
A A
POST CLIP
POST
I-BEAM
PANEL SIGN
REINFORCED
PANELS TO I-BEAM POST
MOUNTING OF REINFORCED
1"
2 3/16"
5/16"
1 3/8"
1 3/16"
3/8" - 16UNC
1 3/4"
3/16"
5/8"
5/8"
ALUMINUM
POST CLIP BOLT
ALUMINUM
POST CLIP
SMALLER DIMENSION IS EQUAL TO THE SQUARE HEAD DIMENSION.
THE POST CLIP BOLT MAY HAVE A RECTANGULAR HEAD, IF THE
DETERMINED BY THE ENGINEER.
SIGN POST THAT MORE CLOSELY FITS THE SPACINGS AND AS
POSTS, THEN THE I-BEAM IS TO BE MOVED TO THE SIDE OF THE
SHOWN. IF THE I-BEAM SPACING CONFLICTS WITH THE SIGN
THE ALUMINUM I-BEAMS ARE TO BE MOUNTED AT THE SPACINGS
TWO EXITS (ONE LEFT AND ONE RIGHT) - CENTER OF SIGN
LEFT EXIT - LEFT EDGE OF SIGN
RIGHT EXIT - RIGHT EDGE OF SIGN
ACCORDING TO THE DIRECTION OF THE EXIT:
THE E1-5 SIGN SHALL BE POSITIONED ABOVE THE GUIDE SIGN
H2 - H1 + 12" OR TO THE BOTTOM OF THE NEXT STIFFENER
H1 - HEIGHT OF ADDED SIGN (E1-5)
* - CENTERLINE OF ALUMINUM I-BEAM
NOTES:
ALL DIMENSIONS ARE IN INCHES.
(2 I-BEAMS)
E1-5 MOUNTING FROM RIGHT EXIT
(3 I-BEAMS)
E1-5 MOUNTING FROM RIGHT EXIT
SECTION A-A
AND ESNA STOP NUT (NYLON FIBER)
POST CLIP BOLT, FLAT WASHER
POST CLIP WITH 3/8" X 1 3/4"
PANEL
REINFORCED
1/5W 3/5W 1/5W
H2
H1
1/8 W 3/8 W 3/8 W 1/8 W
Sh. No.
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OT G
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ertified
KDOT Graphics Certified 01-18-2011
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Traffic
REVISIONS BY APP'DDATENO.
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
TE551 7/22/2003
D.D.G.
S.A.B. D.D.G.
B.A.H.
Steven A. Buckley
EXTRUSHEET FABRICATION
REINFORCED PANEL DETAILS
7/1/03
36"
2"
9" 9" 9" 9"
SHEET 0.080" THICK
SIGN PANEL
PANEL STIFFENER
36" PANEL
30" PANEL
2"
30"
10" 10" 10"
24" PANEL
18" PANEL
12" PANEL
24"
2"
8"8" 8"
2"
9" 9"
18"
12"
2"
STRUCTURAL SIGN PANEL WIDTHS
SEE NOTE
1.793"
1.920"
0.062" R
0.062"
0.062" R
0.080"
0.080"
0.080"0.080"
0.416"
0.687"
0.139"
0.5"
0.156"
0.139"
SEAM WELDING
CENTERLINE OF SPOT
PANEL STIFFENER
SLOTS
PANEL CONNECTOR
PANEL CONNECTIONS
ROUNDS AND FILLETS.
0.016" RADIUS ON ALL UNSPECIFIED STIFFENER.
AND A MINIMUM OF 1/2" FROM THE EDGE OF THE
SPOT ON 8" CENTERS THE LENGTH OF THE STIFFENER
SIGN PANEL USING INTERMITTENT SEAM WELDING WITH
SIGN PANEL STIFFENERS SHALL BE ATTACHED TO
NOTE:
ALL DIMENSIONS ARE IN INCHES.
9"
OR
6"
3"
13/16 "
7/16" X 7/8" SLOT
12"
SHEET
SIGN PANEL
WASHERS AND HEX NUT.
HEX BOLT, 2 FLAT
ALUMINUM 3/8" X 3/4"
Sh. No.
201735-46 KA-4551-01 27
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OT G
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ertified
KDOT Graphics Certified 01-18-2011
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Traffic
REVISIONS BY APP'DDATENO.
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
TE554 7/22/2003
D.D.G.
S.A.B. D.D.G.
B.A.H.
1 OF 2
EXTRUDED FABRICATION 0.125"
REINFORCED PANEL DETAILS
7/1/03
WASHERS AND HEX NUT.
HEX BOLT, 2 FLAT
ALUMINUM 3/8" X 3/4"
SLOTS
PANEL CONNECTOR
9"
OR
6"
3"
13/16 "
7/16" X 7/8" SLOT
12"
SHEET
SIGN PANEL
ALL OTHER PANELS ARE TO BE THE 12" PANEL.
PANEL AT THE TOP OR BOTTOM OF THE SIGN.
HEIGHT IN INTERVALS OF 6", USE THE 6"
FOR EXTRUDED PANEL SIGNS WITH AN OVERALL
NOTE:
ALL DIMENSIONS ARE IN INCHES.
AND FILLETS.
UNSPECIFIED ROUNDS
0.031" RADIUS ON ALL
0.078" FOR 6" PANEL
DETAIL "B"
DETAIL "A"
PANEL CONNECTIONS
12" PANEL
6" PANEL
0.078"
0.078" 0.078"
0.687"
0.453"0.125"
0.138" 0.139"
0.094"
0.375"
0.250" R
0.094"
0.125"
0.015"
0.5"
SEE DETAIL "B"
SEE DETAIL "A"
SEE DETAIL "B"
FULL RADIUS
SEE DETAIL "A"
0.250" R
2.0"
6"
0.125
12"
0.250" R
0.094"2.0"
6"
0.125
Sh. No.
201735-46 KA-4551-01
KD
OT G
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ertified
KDOT Graphics Certified 01-18-2011
6
6
27
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29-J
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017 1
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Traffic
REVISIONS BY APP'DDATENO.
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
TE555 7/22/2003
D.D.G.
S.A.B. D.D.G.
B.A.H.
Steven A. Buckley
2 OF 2
EXTRUDED FABRICATION .080"
REINFORCED PANEL DETAILS
7/1/03
12" PANEL
6" PANEL
DETAIL "B"
DETAIL "A"
SLOTS
PANEL CONNECTORPANEL CONNECTIONS
2
0.080
6 6
12
0.250 R
0.125
0.080
0.080
0.125 R
0.125
0.438
0.625
0.986
0.687
0.410
0.188
0.125
0.264
0.080
0.080
0.080
0.015
0.220 R.
0.015
0.500
2"
0.080
6"
SEE DETAIL "A"
FULL RADIUS
SEE DETAIL "B"
SEE DETAIL "B"
FULL RADIUS
SEE DETAIL "A"
SIGN. ALL OTHER PANELS ARE TO BE THE 12" PANEL.
OF 6", USE THE 6" PANEL AT THE TOP OR BOTTOM OF THE
FOR EXTRUDED PANEL SIGNS WITH AN OVERALL HEIGHT IN INTERVALS
ALL DIMENSIONS IN INCHES
AND HEX NUT.
HEX BOLT, 2 FLAT WASHERS
ALUMINUM 3/16 " X 3/4 "
9"
OR
6"
3"
13/16 "
7/16" X 7/8" SLOT
12"
SHEET
SIGN PANEL
ROUNDS AND FILLETS.
.016" RADIUS ON ALL UNSPECIFIED
NOTE:
Sh. No.
201735-46 KA-4551-01 27
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OT G
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ertified
KDOT Graphics Certified 01-18-2011
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Traffic
1 7/23/10
D.B.
D.D.G.
REVISIONS BY APP'DDATENO.
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
Changed Notes and Sheeting Type
AND FLAT SHEET SIGNS
FOR REINFORCED SIGN PANELS
DETAILS SPECIFICATIONS
7/1/03
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
Sh. No.
201735-46 KA-4551-01
KD
OT G
raphics C
ertified
KDOT Graphics Certified 01-18-2011
8
8
27
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'D
CADD
CADD CK.
SHEET NO.
DESIGNED
DESIGN CK.
SCALE
DETAILED
DETAIL CK.
APP'D
QUANTITIES
QUAN. CK.
OF
3
2
1
NO.
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KA455101P
OS02.d
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File:
Plot
Date:
29-J
UN-2017 13:4
2
STATE
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
Sheet No.Sheet No.
Co.Proj. No.
2017 9
9
Johnson35-46 KA-4551-01
35-46 KA-4551-01104'-0"
14'-5“"
= 9'-0‰"
3 @ 3'-0ˆ"
1'-5“" 2'-0™"
15'-0Š"
= 9'-0‰"
3 @ 3'-0ˆ" 6'-0„"
= 15'-0Š"
5 @ 3'-0ˆ" 35'-5š"
10'-
6"
2'-
0"
6'-
0"
2'-
0"
TRUSS
END
SUPPORTS
FOOTINGS
Member 1 Wall Thickness
Member 2 Wall Thickness
Member 2 Wall Thickness
Member 1 Wall Thickness
N=
Left Type
Left
Right
N=
N=
S=
S=
L=
L=
Right Type
X= S= Camber=
ALUMINUM DETAILS
D D
17
2
4
0.250
0.226
0.365
0.237
6'-0„"10•" 2"
6'-1Š"
31'-6•"
20'-3„"
5'-10•"
8'-
0"
13'-0" 12'-6" 11'-9" 11'-6" 3'-0" 18'-6" 33'-9"
13'-0" 5 Lanes @ 12'-0" = 60'-0" 31'-0"
104'-0"
27'-11•"9'-11„" 11 Spaces @ 6'-0„" = 66'-1…"
102'-10„" Walkway
2Š"
66'-6"
2Š"
Construction Layout
Overhead Sign Structure
Span Type - Aluminum
PLAN
ELEVATION
(For Information Only)
Sta. 62+88
Constructed under Project No. 35-46 K-1774-01
ññ ORIGINAL DESIGN DATA
Existing Serial Number = 046S187
ññ
17'-
4"
Min.
Cl.
all elevations.
control point for
ñNote: Use this point as a
Scale: 1" = 5
'-0"
Footing Elev. = Footing Elev. = 1028.50
ñElevation = 1024.18
New End Support
27
GENERAL NOTES
Footing Elev. = Footing Elev. = 1017.22
{ Footing
= Sta. 62+88
S.B. I-35 Sta. Sta. 62+88
Supports
Remove Lights and Light Remove Front Walkway
To Remain
Existing Signs
at 913-764-4525.
Kevin Kellerman, P.E. Field Engineering Administrator. They can be reached
Contact person(s) on this project are Joshua Welge P.E. Metro Engineer or
The Contractor must coordinate with KDOT District 1, Area 2.
Traffic Control for installation and removal will be provided by the Contractor.
Modification (Sta. 62+88)".
modify the sign structure will be subsidiary to this base bid, "Sign Structure
Modification (Sta. 62+88). All work and materials required to repair and
the exterior walkway, sign lights and light supports under Sign Structure
A bid shall be submitted to repair the overhead truss sign structure and remove
Specifications for State Road and Bridge Construction.
plan sheets and the Kansas Department of Transportation 2015 Standard
All work and material required to restore the sign structure will follow the
to verify these dimensions before adding the material.
original plans and shop drawings. It shall be the Contractor's responsibility
Dimensions: All dimensions for the existing structure are taken from the
Maintain the existing 17'-4" min. clearance.
on truss for loose bolts.
grout from foundations. Use DTIs on anchor rods. Check Splice connections
exterior walkway, sign lights and light supports shall be removed. Remove
includes but is not limited to the upright legs, saddle castings. The railing
need to be replaced to make the overhead truss structure complete. This
The Contractor shall make an inventory of parts and determine which items
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DIMENSIONAL TOLERANCE: All material, in addition to
DESIGN: AASHTO Standard Specifications for Structural
PLATE: All aluminum plate shall conform to ASTM B209, alloy
in accordance with the latest edition of American Welding
ALUMINUM GRATE: Grate shall conform to ASTM B221, alloy
ALUMINUM PIPE: Pipe shall conform to ASTM B241 or B429,
conforming to the appropriate ASTM requirements listed,
shall not vary from the plan dimensions by more than
+/-2%.
except as noted below.
be spliced, only as necessary due to the limitations of
standard stock lengths, handling or transportation
requirements. These splices shall be made using Slip-On
ASTM B241, or B429, alloy 6061-T6. No pipes may be spliced
PIPE: Aluminum pipe for members 1 & 2 shall conform to
Aluminum Welding Flanges, 300 Lb. ASA, ASTM B247, alloy
6061-T6, flat faced or flanges made from aluminum plate
ASTM B209, alloy 6061-T6.
6061-T6, T62, or T651.
FIELD SPLICES: Member 1 , in the truss and end supports may
WELDING AND FABRICATION: Welding and fabrication shall be
Society Specification D1.2 Structural Welding Code -
ALUMINUM BARS AND RODS: Bars and rods shall conform to
alloy 6061-T6.
alloy 6061-T6 or 6063-T6.
grating system is an acceptable alternate.
cross bars at 4" centers. Use of an equivalent reticulated
6061-T6 and shall be a pressure lock design. It shall have
BOLTS: All high strength bolts, nuts, and washers shall conform
the requirements of ASTM A153, Class C. One washer
shall be used under the turned element. All miscellaneous
fasteners necessary for sign mounting, walkway, and
ladder shall conform to the "Standard Specifications for
State Road and Bridge Construction" and shall be coated.
Stainless steel bolts may be used in lieu of coated bolts.
Bolts shall have single self-locking nuts or double nuts.
Beveled washers shall be used where bearing faces have
a slope of more than 1:20 with respect to a plane normal
to the bolt axis. Beveled washers may be clipped.
to ASTM A325 and shall be hot-dip galvanized to meet
1•" x ‰" bearing bars at 1‰" centers and •" x ‰"
SIGN MOUNTING AND WALKWAY
LADDER
GENERAL
KFH LESChanges to grating note
SPAN TYPE OVERHEAD
GENERAL NOTES AND SPECIFICATIONS
RDR
LES RDH
BFM DJE
DCD
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'D
CADD
CADD CK.
1
ERECTION AND DEMOLITION
Calvin E. Reed
2 5/11/11 KMP TLF
other notes
Removed steel truss notes Update
Supports for Highway Signs, Luminaires and Traffic
after the drawings have been approved by the Engineer.
of his drawings, for shop fit-ups and field connections,
The Contractor shall be responsible for the correctness
complete shop drawings to the Engineer for approval.
Contract, the Contractor or Fabricator shall submit a set of
SHOP DRAWINGS: Before any fabrication is begun under the
except for casting - utilize ER4043 for casting.
Aluminum. Only ER5556 electrode filler metal shall be used,
ALUMINUM SHAPES: Shapes shall conform to ASTM B308 or ASTM B221,
required.
Specifications. The seal of a Licensed Professional Engineer is not
detailed Erection Plans to the Field Engineer per KDOT
ERECTION PLANS: This is a Category A Structure. Submit
ASTM B211 or ASTM B221, alloy 6061-T6 or alloy 6063-T6.
Signals, 2013 Edition with current interims.
ALUMINUM
KDOT Standard Specifications.
edition of ASTM F2437. Installation will adhere to the
rods are to comply with the requirements of the latest
F959 for the ASTM A325 bolts. The DTIs on the anchor
with the requirements of the latest edition of ASTM
DIRECT TENSION INDICATORS: DTIs are to comply
Std.
Base
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STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
FHWA APPROVAL
KANSAS DEPARTMENT OF TRANSPORTATION
DATENO. REVISIONS BY APP'D
SL
Sheet No.
2017
over active traffic without prior approval.
Engineer is not required. No part of the structure will be dismantled
approved Demolition Plans. The seal of a Licensed Professional
Specifications. No Demolition work will begin without
detailed Demolition Plans to the Field Engineer per KDOT
DEMOLITION PLANS: This is a Category A Demolition. Submit
KMP CER7/22/15 3
Note Demolition Plans
Added Note Drilled Shaft Modified
1" of the plan dimensions and located within 2" of the plan elevation.
DRILLED SHAFTS: The top of drilled shafts shall be located within
STRUCTURAL SIGN SUPPORTS
SL151A-01 9/29/2015
3/26/96
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271035-46 KA-4551-01
10
2'-6"
1'-3" 1'-3"
#4w2
#4w3
sp1
"N"-w1
5'-
0"
3"
4 E
qual Spaces
6"
Spiral Length "S
"
#4w2
#4w3
sp1
"N"-w1
2'-6"O
5'-
0"
2'-
6"
1'-
3"
1'-
3"
#4w3
#4w2
w1
sp1
3'-0"
4'-3" 1'-1•" 1'-1•" 1'-6" 6"
8'-6"
6" Pitch
2'-
2"
4'-4"
4•"
4•
"
w2 & w3
2'-
1"
8'-2" w2
w3
w2
w3
Note: Use •" spiral
when w1 bar is #11 or #14.
O
…" SpiralO
Mark No. Size Length
Straight Bars
Bent Bars
w1 2"N" "L"
w2 5 #4 21'-5"
w3 7 #4 13'-7"
sp1 2 …"O "S"
See Table
Type "N" Size Depth "D" Dimen. "L" Dimen. "S"Reinf. Steel Cl. ||| Excav.
A 8 #9 15'-0" 19'-6"
B 8 #9
C 10 #9
D 9 #10
E 11 #10
F 14 #10
G 14 #11
H 16 #11
I 19 #11
J 15 #14
16'-0"
17'-0"
18'-0"
19'-0"
20'-0"
21'-0"
22'-0"
23'-0"
24'-0"
20'-6"
21'-6"
22'-6"
23'-6"
24'-6"
25'-6"
26'-6"
27'-6"
28'-6"
19'-0"
20'-0"
21'-0"
22'-0"
23'-0"
24'-0"
25'-0"
26'-0"
27'-0"
28'-0"
EXCAVATION: Footing holes shall be carefully drilled to the
PAYMENT: All material and labor necessary to construct each
Note: Any existing facilities (ie curb and gutter, guard
fence, pavement, shoulders, etc.), that require removal in
order to construct the footing, shall be restored to their
original condition at the Contractor's expense. Concrete
shall only be removed using sawed joints.
Cu. Yds.Cu. Yds. Lbs.
19.7
20.1
20.5
20.8
21.2
21.6
21.9
22.3
22.7
23.0
1480
1540
1900
2200
2690
3440
4490
5230
6300
7310
9.4
9.8
10.1
10.5
10.8
11.2
11.6
11.9
12.3
12.7
required size at the proper location. All excavation shall
be disposed of as approved by the Engineer. Immediately
before placing any concrete, the Contractor shall remove all
loose and uncompacted material from the bottom of the hole.
footing shall be included in the unit price bid for the
LOADING: AASHTO Specifications for Structural Supports for
beam tying the two drilled shafts together shall be formed.
exposed edges with a ƒ" triangular molding. Only the
center line of bar unless otherwise noted. The …" and •"
are for general information only.
Shaft "D
"
Depth of Drille
d
3" Cl.
Typ.
REINFORCING: All dimensions relative to reinforcing steel are to
CASING: To prevent the collapse of the excavations, drilled
shafts shall require temporary casing unless exempted by
the Engineer.
specific overhead sign structure. The quantities shown
See Detail A
DJE
LES
LES
LRR LRR
LES LES
LRR
SPAN TYPE OVERHEAD
A
A
SPECIAL STRUCTURAL SIGN SUPPORTS
ELEVATIONSECTION A-A
PLAN
2'-0"1•Complete turns
(top & bottom)
Spiral Length "S
"
sp1
All dimensions are out to out of bars.
BENDING DIAGRAMS
BILL OF REINFORCING
GENERAL NOTES
OPTIONAL DRILLED SHAFT FOOTING DETAILS
STATE
KANSAS
PROJECT NO. YEAR
SHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
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18" "BC"
"d"
2•
"d" Thread
B B
SECTION B-B
28 "d"ï 4'-
0"
str
aig
ht rebar "L"
Length of
Highway Signs, Luminaires and Traffic Signals, 2013
CONCRETE: Use Grade 4.0 (AE) Concrete throughout. Bevel all
others shall conform to ASTM A615 Gr 60.
spirals shall conform to ASTM A615 Gr. 60 or A82, all
ANCHOR ROD DETAIL
plan sheet for anchor bolt "d".
See end support framing
Cl. 4.0(AE) Conc.
Calvin E. Reed
1 TLFKMP
Specifications.
Installation will adhere to the KDOT Standard
F2437 and provide proof load shown on sheet SL151B-01.
with the requirements of the latest edition of ASTM
DIRECT TENSION INDICATORS: DTIs are to comply
DIRECT TENSION INDICATOR (DTI)
Hex. Nut
DTI
Leveling Nut
Leveling Nut
2†
"
3"
to this line
Construct Pedestal
DETAIL A
Added washer to DTI
2/06/13
KMP2
Sheet No.
2017
Hardened Washer
Base Plate
5"
PLATE WASHER
†" Bar
3
7/22/15 CER
KMP
ô = "d" +ˆ
BASE ð, ANCHOR ROD, ð WASHER AND
2•
" 2•
"
(Galvanized ASTM A709 Gr.50)
Thread
4•
x "d"+
3"
4•
x "d"+
3"
ð washer
ð washer
Removed Elec. Conduit & Blockout
Lengthen Anchor Bolt Add ð Washer
9/29/2015
JPJAdded Note for Foundation9/06/16
according to Drilled Shaft (Special).
FOUNDATION: When Drilled Shafts are specified construct
Anchor Rod
35-46 KA-4551-01
Edition.
Drilled shafts shall be cast to neat lines.
Society.
Construction and the latest edition of the American Welding
to the "Standard Specifications for State Road and Bridge
exception: cut threads are not permitted. Welding shall conform
Specification Section 1600 (Grade 55) with the following
ANCHOR RODS: Anchor rods will adhere to KDOT Standard
SL151A-03
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2711
11
16- 1ˆ" O holes "T"
1'-
3‚
" B.C.
10ƒ"
Half J3 �
1•" 2•"
6…"
10†"
6…
"1'-
3•
" 1•
"
Half J3 �
Block Out
for Flange
2'-2"
1'-6"
"t"
1'-
1"
6†
"
2"
2"4‚"
Typ. StiffenerSpecial Stiffener
ƒ" �ƒ" �
7„"10†"
3"x3" Clip
Stiffener Details
Base �
Typ. Stiffener
45
Elevation
Elevation
Plan
1•"1•" 2•"
6"
3"
3"
3"
1•
"1•
"than anchor bolt
Plan
Clip
1"x
1"
Section
Special
Stiffener
6'-0"
4 drilled holes ‚" larger
"d" +‚"
Section A-A
1'-5•" Dia.‡" O holes
5•"
{ Splice
‡" O holes
See End Support
See End Support
Joint Details
Joint Details
Splice � with
(Optional)
•" Plate
DJE
LES RDH
DDP
BFM
RDH
HALF J3 �
END SUPPORT BASE DETAIL
END SUPPORT SPLICE DETAIL
SPLICE PLATE DETAILS
PLAN
SPAN TYPE OVERHEAD
STANDARD STRUCTURAL SIGN SUPPORTS
ALUMINUM END SUPPORT FRAMING PLAN
AND SPLICE DETAILS
SPLICE FLANGE PLATE
A
A
A
A
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
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Wd1
•"
ƒ"
Wd2
1
1
1ƒ"
Member
wall thickness
Fillet Weld
size Wd2
L
"t"
1
Member 1 is 10.75" OD pipe
Member 2 is 4.50" OD pipe
‚"
…"
‹"
Œ"
†"
Base P
1‚"
1ƒ"
2"
2‚"
LSplice P
"T"
Anchor
Bolt "d"
1‚"
1ƒ"
2"
2‚"
1ƒ"
1•"
2"
2‚"
2•"
2ƒ"
2•"ƒ" 2•" 3"
2
2Note: diagonal will always
start from top of End Support
as shown.
0.165"
0.307"
0.365"
0.500"
0.593"
0.718"
1
Splice Flange
or Base �
thickness, build out to obtain full throat.
Wd1 depth to be equal to pipe wall
See "Construction Layout" for wall
thickness, "N", "S", and "L".
& DTI's
nuts, washers
16-1" ô HS bolts,
nuts, washers & DTI's
1 5/11/11 KMP TLF
(Kips)
DTI Proof Load
31
60
60
114
103
126
Proof Load
Added DTI detail & Add DTI
4-ƒ" ô HS bolts,
2 2/06/13 KMP TLFMove DTI under Bolt Head
Sheet No.
2017
0.843 2•" 2•" 3" 126
1.000 2ƒ" 2•" 126
1.125 2ƒ" 2ƒ" 148
3‚"
3‚"
3 11/17/14 KMP CERTable Expanded
Detail" sheet for additional information.
See Detail "B" "End Joint and Splice
from edge of plate.
à Terminate weld ‚" á „"
à
ƒ"
ƒ"
ƒ"
4 7/15/15 KMP CER
6'-
0" 8'-
0•
"
"L"
"S"
1'-
6•
"
"N" Spaces at "S
"
1'-
6 •
"
Facing Signs
2
2
2
1
Erection �
(if needed)
Plates
Splice Flange Washers
Bolt Head
Nut
DTI
6'-0"
Cap 6"
ELEVATIONELEVATION
Typ. Stiffener
Special Stiffener
SL151B-01
à
Details
Removed Electrical Details and Weld
Modified Supports, Member 2 Size,
9/29/2015 Calvin E. Reed
35-46 KA-4551-01
CA
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2712
12
6'-0"
DJE
LES RDH
DDP
BFM
RDH
JOINT DETAILS
PLAN
DETAILS JOINT J3
STANDARD STRUCTURAL SIGN SUPPORTS
SPAN TYPE OVERHEAD
ALUMINUM END SUPPORT
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
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Note: Joint J4 is identical to J3 except J4 has
an additional member (See END SUPPORT
ELEVATION).
Sheet No.
2017
1 11/17/14 Expanded Table KMP CER
1'-
0"
6"
3„
"3„
"
6"
8ƒ"
8‚" •"
PLATE J1A
2" ‚"
3"
45
1"
PLATE J1B
Section
Elevation
ƒ" xƒ" Clip
10†"
6…"
6…
"
1'-
3•
"6"
3„
"•"
PLATE J2
Elevation
Section
J1B
J1A
J1B•" �
•" �
•" � J2
•"
6'
•" �J1A •" �
"S"
5…" R.
DETAILS JOINT J2DETAILS JOINT J1
( •" � )
( •" � )
( •" � )
•"
•"
à
à
à
10†"
6…"
6…
"6
…"
1'-
3•
"1'-
3•
"
Section
Elevation
6'
6'
•" � J3
"S"
"S"
PLATE J3
( •" � )
•"
à
3ƒ"
Min.
TYPICAL WELDED JOINT
Member
wall thickness
Fillet Weld
size Wd3
0.120" ‚"
See Construction Layout
for wall thickness and "S"
2
2
‹"
•"
0.237"
0.337"
Wd3
0.438
0.531
0.674
ô = 2T
T
Detail" sheet for additional information.
See Detail "B" "End Joint and Splice
from edge of plate.
à Terminate weld ‚" á „"
•"
•"
•"
à•"ð
KMP CER7/15/15 2
6'-0"
"S"
J2
J1
J4
J1
J3
assembly
for bolting
See SL151B-01
ELEVATION
SL151B-02
Detials & Weld Details
Add Cope Hole, Removed Elec.
Calvin E. Reed9/29/2015
CA
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CADconform Certify This File
271335-46 KA-4551-01
13
6'-0" 6'-0" 6'-0"
6'-
0"
6'-
0"
6'-
0"
6'-
0"
4" "X" "S"
Truss Length "L" { Support to { Support
"S"
Ž"
B
6'-
0"
Typical Interior Section
Typical Interior Section
Typical End Section
Typical End Section
4" "X" "S"
"S"
Ž"
See Truss Joint @ Splice Details
{ Truss to Support
Connection
End Section (Min. 3 panels at "S") Interior Section (Min. 3 panels at "S")
SPAN TYPE OVERHEAD
DJE
LES RDH
DDP
BFM
RDH
ALUMINUM TRUSS FRAMING
PLAN AND DETAILS
STANDARD STRUCTURAL SIGN SUPPORTS
SECTION A-A SECTION B-B SECTION C-C SL151B-03
ELEVATION
PLAN
A
A B
C
C
(Left End Shown)
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
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Type | JointType || Joint
2
2
1
See Truss End Joint Details See Truss Joint Details See Truss Splice Details
See Truss Splice DetailsSee Truss Joint Details
1 1
11
22
Member 2 is 4.000" OD pipe
"N","S","L" and "X" dimensions.
Note:
1 1
1 1
2 2
Cap End of Truss
See End of Truss
Joint Details
Member 1 is 8.625" OD pipe
Facin
g
2
2
300 Lb. Flat Faced Flange
Note: Dashed lines used in plon and elevation
views to distinguish bottom or rear
See "Construction Layout" for wall thickness,
portions of member 2 .
Sig
ns
Terry L. Fleck
KMP TLF1 5/11/11 Add bolting callout
TYPICAL BOLT AND
DIRECT TENSION INDICATOR (DTI)
assembly
DTI Details for bolting
See Typical Bolt and
Washers
Bolt Head
Nut
6-9-2011
Move DTI under Bolt Head2 2/06/13 KMP TLF
DTI
Sheet No.
2017
CA
Dconform C
ertify T
his File
CADconform Certify This File
35-46 KA-4551-01 2714
14
Section A-A
A1'-2…"
4Š"
2†"
7‹"
4Š
"
2†
" 7‹
"
1'-
2…
"
45
•"�
•" T
yp.
9"
1"
•" �
4"
8†
" 1"
4‹"
8†
"8ƒ
"
1'-
5…
"
4‹
"
Side ViewEnd View
1'-5…"
10‹"4Š"2†"
10‹
"
2†
"
4Š
"
1'-1„"1'-1„"
4‹"4‹"
4‹
"
9"
6Š"
1‚" 1‚"3Ž"
3Ž" 2•"
5"
1‚
"1‚
"2•
"
8†"
"t"
12-•" O holes
7ƒ"Radius
13"
B.C.
Ž"
{
Main Truss Cord
Side ViewEnd View
300 Lb. Flat Faced
Splice Plate with
4-ƒ" O HS bolts,
11‚"
3†"
3†
"
11‚
"
Flange
Section
Note: Wd1 depth to be equal to
for wall thickness and "S"
Section
Plan
1
1'-0‡"
End View
•" �
•" �
•" �
•" �Flange or Alternate
Flange Plate
See "Construction Layout"
obtain full throat.
pipe wall thickness, build out to
{ Flange Plates
A
4- ‡" O holes
Side Elevation
{ Connection to
End Support
4"
…"
4"
Set Screws Typ.
‚" Round Head
SPAN TYPE OVERHEAD
ALUMINUM TRUSS
Section Side Elevation
Plan
{ Connection to
End Support
SPLICE PLATE DETAILS
TRUSS SPLICE DETAILS
STANDARD STRUCTURAL SIGN SUPPORTS
6'
6'
6'
6'
"S"
"S"
END JOINT & SPLICE DETAILS
TYPE I I JOINT DETAILS
ALTERNATE FLANGE SPLICE PLATE
TYPE I JOINT DETAILS
DETAILS END JOINT TYPE I
DETAILS END JOINT TYPE I I
DJE
LES
DRP
RDH
BFM
RDH
SL151B-04
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
File:
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Date:
Œ
‹"
‹"
‹"
‹"‹"
‹"
Wd1
‹
5"
‹"
Wd2
•"ð
Material: ASTM B209 Alloy 6061-T6
0.500"
0.406"
0.322"
0.250"
0.148"
Œ"
‹"
…"
Š"
‰" 1•"
1ƒ"
2"
2‚"
2•"
Member
wall thickness
Fillet Weld
size Wd2
Splice PL
"t"
1
& DTI's
nuts, washers
HS bolt, nut & DTI's
12 @ ‡" Ox5"
Terry L. Fleck
1 5/11/11 DTI Notes KMP TLF
assembly
DTI Details for bolting
See Typical Bolt and
TYPICAL BOLT AND
DIRECT TENSION INDICATOR (DTI)
6-9-2011
Washers
Bolt Head
Nut
DTI
2/06/132 Move DTI under Bolt Head KMP TLF
Sheet No.
2017
CA
Dconform C
ertify T
his File
CADconform Certify This File
35-46 KA-4551-01 2715
15
2'-2‚"
1'-1„" 1'-1„"
4‹" 4‹"
J1
J2
11‚"
3†"
3†
"
11‚
"
J2
J2
•" � J1•" � J2
SECTION NEAR JOINTELEVATION AT JOINT
PLAN AT JOINT
3ƒ"
PL•" 2
Min.
4‹
"
8ƒ
"
SL151B-05.d
gn
LL
6'
6'
6'
6'
6'
6'
"S"
"S"
"S""S"
TYPICAL WELDED JOINT
DETAILS P J2DETAILS P J1
TYPICAL DETAILS
SL151B-05
STANDARD STRUCTURAL SIGN SUPPORTS
SPAN TYPE OVERHEAD
ALUMINUM TRUSS
JOINT DETAILS
DJE
DCD
DDP
RDH RDH
BFM
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
File:
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Date:
Member
wall thickness
Fillet Weld
size Wd3
0.120"
0.226"
0.318"
‚"
…"
•"
for wall thickness and "S"
2
See "Construction Layout"
‹"
Wd3
Wd3
‹"
Typ.
Terry L. Fleck6-9-2011
Sheet No.
2017
CA
Dconform C
ertify T
his File
CADconform Certify This File
35-46 KA-4551-01 2716
16
2- …" O U-bolts
30" Grate
Min. length sign beam
(W4x3.06) is 7'-0"
1'-
6"
Detail C
Detail B
Detail B
Detail C
"S"
"S"
(Only lower truss members shown.)
•"S
"•
"S"
‚"S
"
Sig
n Bea
m
Spa.
(W4 x 3.0
6)
S5 x 3.43
2- …" O U-bolts
g = 1ƒ"
g = 1ƒ"
Extruded Sign Panels
Aluminum Grate
Joint
Spacin
g
1•
" Min.
1•
" Min.
DJE
LES KFH
JD/RD
BFM
KFH
3-14-94
ELEVATION
PLAN
STANDARD STRUCTURAL SIGN SUPPORTS
WALKWAY DETAILS
ALUMINUM SIGN MOUNTING AND
SPAN TYPE OVERHEAD
SL151B-08
vert. cl.
17'-
4"
min.
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE REVISIONS BY APP'DNO.
DESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
QUANTITIES
QUAN.CK.
APP'DFHWA APPROVAL
CADD
CADD CK.
Std.
Base
File:
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Date:
Terry L. Fleck
‚" O U-bolt
(4 per bar) Plan
Splice Detail
INTERIOR GRATE CONNECTION DETAILS
Aluminum Grate
Note: Always splice grate
in the shorter spans.
Grate Connections
Saddle Clip
‡"x1•"x1'-6" bar
1‰"
4"
Truss Diagonal
(2 per Splice)
Truss Diagonal
4"
3"
3"
4"
Splice
{
See Detail B
Elevation
Note: The locations of the splice bars
Adjust as necessary to clear truss
diagonals and grating cross bars.
and the U-bolts shown are nominal
4"
Detail B
were c
om
bin
ed
Standards
SL15
1B-08 an
d
SL15
1B-09
1 5/11/11exterior grate taken off
SL151b-08 & SL151b-09 combined KMP TLF
Sheet No.
2017
CA
Dconform C
ertify T
his File
CADconform Certify This File
35-46 KA-4551-01 2717
17
Sh. No.
201735-46 KA-4551-01
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
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017 1
4:4
4
Traffic
3
2
1 08/18/15
K.E.
R.W.B.
REVISIONS BY APP'DDATENO.
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
TE700 08/18/15
B.A.H.
R.W.B
Kristina Ericksen
Channelizer spacing info
GENERAL NOTES
TRAFFIC CONTROL
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
by the Engineer.
Signs. Display these message signs in a timely manner, as directed
specific messages to be displayed on the Portable Changeable Message
Control Plan as directed by the Engineer. The Engineer may request
Portable Changeable Message Signs. Update and resubmit the Traffic
location of all the work zones and messages to be displayed on
to any work being performed on the project. Include the type and
1) Submit a Traffic Control Plan to the Engineer for Approval prior
to the Engineer for approval.
lanes. Include these closures in the Traffic Control Plan submitted
2) Segment the work being performed to limit the length of closed
Traffic Control Plan.
permitted. Include the necessary ramp closures in the approved
exit ramps or entrance ramps at the same time will not be
three working days prior to the closure. Closure of consecutive
closure. Provide notice of a ramp closure or full closure at least
3) Provide notice of a lane closure two working days prior to the
KD
OT G
raphics C
ertified
KDOT Graphics Certified 04-21-2017
2718
18
Traffic Control Notes
Sh. No.
201735-46 KA-4551-01 2719
19
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017 1
4:4
4
Traffic
3
2
1
REVISIONS BY APP'DDATENO.
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
TE702 06/01/15
L.E.R.
R.W.B.
Kristina Ericksen
CHANNELIZING DEVICES
TRAFFIC CONTROL
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
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
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-01-2015
ORANGE
WHITE
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
Sh. No.
201735-46 KA-4551-01 2720
20
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017 1
4:4
4
Traffic
3
2
1
REVISIONS BY APP'DDATENO.
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
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
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
E
ND
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
Type 3 Barricades
Channelizing Device
Type 3 Barricades
Channelizing Device
Type 3 Barricades
Channelizing Device
Type 3 Barricades
Channelizing Device
FIGURE 3: LOW VOLUME ENTRANCE CONTRUCTED HALF AT A TIME
FIGURE 2: SIDE ROAD OR ENTRANCE OPEN THROUGH WORK AREA
FIGURE 1: SIDE ROAD OR ENTRANCE CLOSED THROUGH WORK AREA
Temporary widening
48"x 3
0"
R11-2
48"x 3
0"
R11-2
30"x 30"
R1-1
Existing
30"x 30"
R1-1
30"x 30"
R1-1
FIGURE 5: SIDE ROAD OPEN THROUGH WORK AREA ON DIVIDED ROADWAY
Existing
Type 3 Barricades
Existing
30"x 30"
R1-1
30"x 30"
R1-1
and use figure 4 as needed
Note: Consider large vehicles making right turns into and out of entrance
FIGURE 4: SIDE ROAD OR ENTRANCE CONSTRUCTED HALF AT A TIME:TWO WAY TRAFFIC REQUIRED
Sh. No.
201735-46 KA-4551-01 27
21
21
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Traffic
REVISIONS BY APP'DDATENO.
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
TE705 06/01/15
R.W.B.
R.W.B.
Kristina Ericksen
ACCESS THROUGH THE WORK AREA
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-02-2015
Work SpaceWork Space
SID
E R
D.
Work SpaceWork Space
EN
TR
AN
CE
Work SpaceWork Space
SID
E R
D.
Work SpaceWork Space
SID
E R
D.
STOP
STOP R1-1
COVER OR REMOVE
ROAD
CLOSEDR11-2
ROAD
CLOSED R11-2
STOP R1-1
COVER OR REMOVE
STOP
STOP
STOP
STOP
RO
AD
CL
OS
EDR
OA
D
CL
OS
ED
COVER OR REMOVE
Work SpaceWork Space
Sh. No.
201735-46 KA-4551-01 2722
22
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"
(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
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017 1
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Traffic
3
2
1
REVISIONS BY APP'DDATENO.
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 06-01-2015
UNEVE
LANES
N
END
ROAD WORK
NEXT
X MILES
WORK ZONE
PILOTCAR
IAW T ROF
US-75 CLOSED
FOLLOW DETOUR
NB
MUST HAVE UPPER AND LOWER CASE LETTERS.
ALL CITY NAMES AND STREET NAMES ON SPECIAL SIGNS AND DESTINATION SIGNS
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
Sh. No.
201735-46 KA-4551-01 2723
23
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
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017 1
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Traffic
3
2
1
REVISIONS BY APP'DDATENO.
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
Shoulder
Shoulder
L/3B A 500'
OFF SHOULDER- WITHIN THE CLEAR ZONE
ON SHOULDER
Ahead, 1500 ft, or 1 mile
Omit taper if paved shoulder is less than 8' wide.
48"x 4
8"
W21-5
A
48"x 2
4"
KG
20-2
48"x 2
4"
KG
20-2
24"x 1
8"
W7-3
A
48"x 4
8"
W20-1
48"x 4
8"
W20-1
48"x 4
8"
W21-5
B
Shoulder
Shoulder
Work space
A 500'
500'
Channelizing device
Length to the nearest whole mile
Sh. No.
201735-46 KA-4551-01 2724
24
(Min.)
(Min.)
flashing, oscillating, or strobe light is used.
devices may be eliminated if a vehicle with a high-intensity rotating,
For operations of 60 minutes or less, all signs and channelizing
outside of the clear zone.
No traffic control is required if the work space is located
each direction of traffic according to the applicable typical drawing.
For work in the median, install signs and channelizing devices for
Notes:
Space
Buffer
Work Space
Eliminate W7-3A if shoulder is closed for less than 2 miles.
mile21Ahead, 1000 ft, 1500 ft or
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3
2
1
REVISIONS BY APP'DDATENO.
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
TE722 06/01/15
L.E.R.
R.W.B.
Kristina Ericksen
DIVIDED HIGHWAY
SHOULDER WORK
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-01-2015
RIG
HT
SH
OULDER
CLOSED
RO
AD
WO
RK
RO
AD
WO
RK
NE
XT
XMIL
ES
RIG
HT
SH
OULDER
CLOSED
EN
D
RO
AD
WO
RK
EN
D
RO
AD
WO
RK
48"x 4
8"
W4-2
R
48"x 6
0"
R4-1
48"x 6
0"
R2-1
48"x 1
2"
KM
4-20
48"x 4
8"
W3-5
48"x 4
8"
W20-5
48"x 4
8"
W20-1
Ahead, 1500 ft, or 1 mile
Type "A" low intensity warning light
Channelizing device
Length to the nearest whole mile
Right or left
24"x 1
8"
W7-3
A
48"x 4
8"
W20-5
48"x 6
0"
R2-1
48"x 2
4"
KG
20-2
LC B/3 B/3 B/3 A
100'A/4
500' 500'B
Left-side signs shall be omitted for a four-lane undivided highway.
WORK SPACE
Arrow display
Sh. No.
201735-46 KA-4551-01 2725
25
(Min.)
space
Buffer
along channelizing devices.
For left lane closures use W4-2L and yellow edge line
on a project of 4 miles or longer.
signs should be placed at 2 mile increments
The W20-5 ( Lane Closed) and W7-3A (Next X Miles)
4" White
Type 3 barricades
L/2 L/2A A
The double reverse curve (W24-1, W24-1a or W24-1b)
may be used if the tangent distance between the
two reverse curves is less than 600' (feet). Only
one W24-1 is required to be placed at an "A"
lane that extends near to (or into) the open traffic lane.
Add signs and devices as shown for work inside a closed
SHIFTING TAPER DETAIL
and not separated by a concrete safety barrier system.
activity area where work is in a closed lane adjacent to traffic
One flagger should be stationed within each multi-lane roadway
4" White
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017 1
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4
Traffic
3
2
1
REVISIONS BY APP'DDATENO.
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
TE744 06/01/15
B.A.H.
R.W.B.
Kristina Ericksen
LANE CLOSURE ON MULTI LANE HWY
TRAFFIC CONTROL
mile21Ahead, 1000 ft, 1500 ft, or
Taper
Begin
Taper
End
Taper
End
Taper
Begin
distance in advance of the shifting taper.
Speed to be determined by the Engineer
48"x 4
8"
W1-4
R
48"x 4
8"
W1-4
L
KD
OT G
raphics C
ertified
KDOT Graphics Certified 02-01-2016
SP
EE
D
LIM
IT
SP
EE
D
LIM
IT
RO
AD
WO
RK
SP
EE
D
LIM
IT
LANE
CLOSED
LANE
CLOSED
DO
NO
T
PA
SS
WO
RK
ZO
NE
NE
XT
XMIL
ES
EN
D
RO
AD
WO
RK
WORK SPACE
48"x 4
8"
W4-2
R
48"x 6
0"
R4-1
48"x 6
0"
R2-1
48"x 1
2"
KM
4-20
48"x 4
8"
W3-5
48"x 4
8"
W20-1
48"x 4
8"
W20-5a
48"x 4
8"
W4-2
R
LC B/3 B/3 B/3 AA/4
B A
2L
L200'
500'500'
4" White
Arrow display
Arrow display
48"x 6
0"
R2-1
48"x 2
4"
KG
20-2
WORK SPACE
A/4
Sh. No.
201735-46 KA-4551-01 2726
26
(Min.)
yellow edge line along channelizing devices.
For left lane closures use W4-2L and
space
Buffer
and not separated by a concrete safety barrier system.
activity area where work is in a closed lane adjacent to traffic
One flagger should be stationed within each multi-lane roadway
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3
2
1
REVISIONS BY APP'DDATENO.
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
TE746 06/01/15
B.A.H.
B.A.H.
Kristina Ericksen
TWO LANES CLOSED
TRAFFIC CONTROL
Ahead, 1500 ft, or 1 mile
Type "A" low intensity warning light
Channelizing device
Length to the nearest whole mile
Right or left
Type 3 barricades
mile21Ahead, 1000 ft, 1500 ft, or
Speed to be determined by the Engineer
KD
OT G
raphics C
ertified
KDOT Graphics Certified 02-01-2016
SP
EE
D
LIM
IT
SP
EE
D
LIM
IT
RO
AD
WO
RK
TWO
LANES
CLOSED
SP
EE
D
LIM
IT
DO
NO
T
PA
SS
WO
RK
ZO
NE
EN
D
RO
AD
WO
RK
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)
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
12
Channelizing Devices
Fixed Portable
Barricades
2
4
Sh. No.
201735-46 KA-4551-01
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
Dra
wn B
y :
File :
rbartro
nPlotted :
te795.d
gn
28-J
UN-2
017 1
4:4
4
Traffic
3
2
1
REVISIONS BY APP'DDATENO.
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
15 120
Rigid Raised Pavement Marker (Type I)
Rigid Raised Pavement Marker (Type II)
W20-1 4
KG20-2 2
W20-5 2
W3-5 2
R4-1 2
R2-1 4
KM4-20 2
W4-2 4
W1-4 2
R11-2 1
W20-5a 2
2727
27
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-28-2017
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