overhead sign replacementsheet no. 2021 1 1 70-105 ka-5628-01 wyandotte county i-70 sheet no....
TRANSCRIPT
MUNCIE DR.
ROSEDALE DR.
LANE
ARGEN
TINE
BLVD.
S.S
T.26TH
STEELE RD.
DOUGLAS
WASHINGTON
ORVILLE AVE.
MINNESOTA AVE.
METROPOLITAN AVE.
AVE.
OSAGE
AVE.
CHEYENNE AVE.
KANSAS AVE.
RIDGE AVE.
PACIFIC AVE.
BLVD.
GRANDVIEWBARNETT
SWARTZ RD.
SPEAKER RD.
RUBY TRWY.
STRONG
AVE.
ORVILLE
AVE.
STATE AVE.
CENTRAL AVE.
GIBBS RD.
BLVD.
S 10TH S
T
N.
50TH
DR.PARK S.
ST.
BLV
D.
WO
ODLA
ND
DR.
HA
AS
ST.
30T
H.
S.
ESPENLA
UB
S.
18TH S
T.
S. 2
1STS
T.
BALL
10TH
ST.
12TH ST
S. S.
ST.
ST.
57T
H. ST.
S. 59TH S
T.
S. 55TH S
T.
KE
Y L
N.
S. 51ST S
T.
S. 49TH S
T.
S. 22N
D S
T.
24TH
32N
D
S. 18T
H S
T.
S. 42N
D S
T.
N. 32N
D S
T.
N. 18T
H S
T.
N. 13T
H S
T.
13TH
S. 14T
H S
T.
S. 26T
H S
T.
N. 8TH S
T.
S. 10TH S
T.
N. 10T
H S
T.
N. 47T
H S
T.
ST.
N. 61ST S
T.
N. 59TH S
T.
N. 29TH S
T.
S.
MIL
L S
T.
1 62
11 12
13
14
23 24
25
26
5
78
9
16
17
18
1920
21
28
29
30
31
SYS.
Jersey
Creek
BigEleven
Lake
Cr.
Brenner
Heig
hts
Cr.
Mattoon
3.2
1.0
2.0
0.5
2.8
2.31.7
1.7
13.3
3.3
3.1
1.4
1.0
24
32
40
69
4069
635
70
BAYARD AVE.
Plotte
d
By: s
we
ber
Plot
Locatio
n:
Brid
ge
KA5628-01-Title Sheet.dgn
File:
Plot
Date: 0
6-
AU
G-2020 14:4
9
Traffic will be carried through construction.
Signing
KANSAS PROJECT
DEPARTMENT OF TRANSPORTATION
STATE OF KANSAS
See Page 3 for Index of Sheets.
PROJ. NO. 105-70 KA-5628-01
STATE PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
2021 1
1
70-105 KA-5628-01
WYANDOTTE COUNTY
I-70
Sheet No.Sheet No.
OVERHEAD SIGN REPLACEMENT
30
Truss Structure
Overhead Sign
105S0319
CA
Dconform C
ertify T
his File
CADconform Certify This File
KANSAS DEPARTMENT OF TRANSPORTATION
Approved ______________________ Date
State Transportation Engineer
By:
Chief, Bureau of Structures and Geotechnical Services
Aug 07, 2020
KANSAS DEPARTMENT OF TRANSPORTATION
SHEETS
TOTALSHEET NO.
KANSAS
STATE YEAR
Signature Seal Sheet
PROJECT N0.
RD048 KD
OT G
raphics C
ertified
KDOT Graphics Certified 01-24-2018 Sheet No.
D
ESNECI
L
SASNA
K
22017
NO
S
REDNA .P AL
RA
C
RE
E
NIGNE LANOIS
SE
F
OR
P
Aug 06, 2020
Name: Carla P. Anderson
Co. Name: KDOT Trans. Safety & Tech.Sheet Range: 23-30
Name:Co. Name:Sheet Range:
Karen Peterson
KDOT Structures and Geotech
12-22
D
ESNECI
L
SASNA
K
17957
NO
SRETEP .S.M
N
ER
AK
RE
E
NIGNE LANOIS
SE
F
OR
P
Aug 07, 2020
MOUNT ON PSST POST
SUMMARY SHEET (INSTALLATIONS & REMOVALS)
SUMMARY SHEET (REMOVAL & RESET)
POSITIONING, DESIGN, & MOUNTING OF DELINEATORS
Construction (2015 edition) and Special Provisions.
conform to the Standard Specifications for State Road and Bridge
The materials and fabrication for signing and delineation work shall
business logo plaque prior to the plaque becoming the property of KDOT.
Contractor will be assessed a replacement cost for any damage to a
KDOT, at which time the plaques become the property of KDOT. The
business logo plaques removed and transported to location determined by
Specific service (LOGO) signs that are to be removed shall have the
to or after the sign is installed.
Contractor shall not make any field modifications to the mounting bolt prior
not extend more than a nominal 1 inch beyond the sign post. The
The Contractor shall provide mounting bolts that are of a length that does
installation of a new sign.
resetting of a sign, the removal and replacement of a sign, or the
the backfill soil shall comply with the specifications after the removal and
An existing sign post installation shall be plumb and the compaction of
supports.
working around shrubbery while removing or installing signs or sign
signs, supports, or footings. The Contractor shall exercise care when
signs that are to remain and will be held responsible for any damage to the
The contractor shall exercise caution when working around any existing
drilling, or driving the support footing and the erection of the sign support.
system. The installation of sign supports shall include the excavation,
overhead, and will be held responsible for any damage incurred to the
supports in and around areas where utilities exist, either underground or
The Contractor shall exercise caution at all times when installing sign
determined by the Engineer.
standards are to be removed when the project is completed or as
replaced, removed, or do not follow the current MUTCD signing
or the new signing is applicable. The existing signs that are being
signing are to be completely covered until the existing signs are removed
New signs erected on the project which are in conflict with existing
at the same time.
work such that the phases of construction may proceed and be completed
signing and delineator work shall be sequenced with any other contract
In order to expedite the completion of the project for traffic service, the 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)
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
2
3
4
5
6
PLAN SHEETS (INSTALLATIONS)
DETAILS FOR REINFORCED PANELS
MOUNTING OF REINFORCED PANEL SIGNS ON I-BEAM POSTS
INDEX OF SHEETSGENERAL NOTES
Sh. No.
POSITIONING, DESIGN, & MOUNTING FOR OBJECT MARKERS (TYPE 2 & 3)
POSITIONING FOR CHEVRON (W1-8) SIGNS
TYPE 'A' DELINEATOR (RIGID) (BK-BK)
TYPE 'A' DELINEATOR (FLEXIBLE) (BK-BK)
TYPE 3 OBJECT MARKER (BK-BK)
3
3
KANSAS DEPARTMENT OF TRANSPORTATION
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020 1
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2
1 7/23/10
10/01/19
E.W.N.
D.B.
D.D.G.
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.
TE402 10/01/2019
D.D.G.
S.A.B. D.D.G.
W.S.B.
Steven A. Buckley
Changed symbols, notes, & index
Changed General Notes and Spec Book Date
AND INDEX
GENERAL NOTES
SIGNING SYMBOL KEY
7/1/03
SIGNATURE SEAL SHEET
10
11
12
13
14-22
23-31
SIGN LAYOUTS
PERMANENT SIGN PLAN
CONSTRUCTION LAYOUT
SPECIAL STRUCTURAL SIGN SUPPORTS
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 04-07-2020
202170-105 KA-5628-01 30
for detailed specifications.
See standard plan sheet TE590NOTE:
SIGNS, POSTS, & FOOTINGS TO BE INSTALLED ON PROJECT
SIG
N D
ESIG
NA
TIO
N
MO
UN
T A
BO
VE G
UID
E
FL
AT S
HEET
PA
NEL
REIN
FO
RC
ED
OV
ER
LA
Y
SIG
N
FL
AT S
HEET
PA
NEL SIG
N
REIN
FO
RC
ED
TU
BIN
G
ST
RU
CT
UR
AL
BE
AM
3I2.2
5 A
LU
MIN
UM
2 L
B P
ER F
T
3 L
B P
ER F
T
A572 (
ALT)
A36
A572 (
ALT)
A36
A572 (
ALT)
A36
PO
ST
FO
OTIN
G
PO
ST
FO
OTIN
G
PO
ST
FO
OTIN
G
PO
ST
FO
OTIN
G
DIA.
18"
DIA.
24"
DIA.
30"
DIA.
24"
DIA.
30"
STEEL BEAM POSTS
GALVANIZED
(PSST) POSTS
PERFORATED SQUARE STEEL TUBE
POST
WOOD
A36 A572 (ALT)
STEEL BEAM POST
TA
PE
RE
D T
UB
E
SIN
GLE
SIGN STRUCTURE TYPE
MO
UN
T
VE
RTIC
AL S
UPP
OR
TFABRICATION
TYPE OF SIGN
U-POSTS
AT
TA
CH
ME
NT
BRID
GE M
OU
NT
NU
MB
ER
PL
AN S
HEET
SH
EET N
UM
BE
R
SIG
N L
AY
OU
T
DESIGNATION
SIGN
SIGN SIZE/ I
NS
TA
LL P
OSITIO
N
CE
NT
ER
LIN
E L
OC
ATIO
N
BR
AC
KET
BR
AC
KET
QUANTITIES SHEET
Sh. No.
OV
ER
HE
AD
CA
NTILE
VE
R
BU
TT
ERFL
Y
MA
ST A
RM
4" X 6" POSTS
WOOD STEEL CONCRETE FOOTINGS
W6x9 W10x12 W10x22 1 3/4" 2" 2 1/4" 2 1/2"
CENTERLINE LOCATION INSTALL POSITION
C - On the Centerline
R or RR - Right of Centerline
L or LL - Left of Centerline
G - Gore Mount
OH - Overhead MountO - Offset Mount
M - Median MountS - Shoulder Mount
4
4
2
1 7/23/10
10/01/19 E.W.N.
D.B.
D.D.G.
D.D.G.
REVISIONS BY APP'DDATENO.
TRACED
TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
TE430 10/01/2019
D.D.G.
S.A.B. D.D.G.
K.S.
B.B.
Steven A. Buckley
Added Tapered Tube. Removed Couplers.
Added Coupler and Coupler/Footing Quantity
7/1/03
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Bridge
STATE
KANSAS
PROJECT NO. YEAR SHEET NO.TOTAL
SHEETS
NU
MB
ER
CO
UN
TY S
ERIA
L
105S0069 Existing 1OH11
202170-105 KA-5628-01 30
KD
OT G
raphics C
ertified
KDOT Graphics Certified 04-08-2020
BID ITEMS
RECAPITULATION OF SIGNING & DELINEATION BID ITEMS
UNITS
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
QUANTITIES
APPROXIMATEUNITS
Sh. No.
equivalent A36 steel unit prices in the contract.
the A572 Grade alternate steel, the payment will be based on the
footings will be based on A36 Grade steel quantities. When furnishing
The contract bid for steel beam posts, stub posts, base plates, and
Note:
5
5
KANSAS DEPARTMENT OF TRANSPORTATION
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E.W.N.
D.B.
D.D.G.
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.
TE450 10/01/2019
D.D.G.
S.A.B. D.D.G.
K.D.S.
Steven A. Buckley
Removed PSST coupler and changed the tables
Changed Bid Items as per Spec Book (2007)
BID ITEMS
SIGNING & DELINEATION
RECAPITULATION OF
7/1/03
MOBILIZATION
CONTRACTOR CONSTRUCTION STAKING
LUMP SUM LUMP SUM
LUMP SUM LUMP SUM
202170-105 KA-5628-01 30
OVERHEAD SIGN TRUSS (70.1'-80') (ALUMINUM) EACH
LUMP SUM LUMP SUMREMOVAL OF EXISTING STRUCTURE
1
KD
OT G
raphics C
ertified
KDOT Graphics Certified 07-30-2020
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.
KANSAS DEPARTMENT OF TRANSPORTATION
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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.
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
KD
OT G
raphics C
ertified
KDOT Graphics Certified 07-17-2018
6
6
202170-105 KA-5628-01 30
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.
202170-105 KA-5628-01 30
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
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020 1
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Bridge
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.
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
KD
OT G
raphics C
ertified
KDOT Graphics Certified 07-17-2018
7
7
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.
202170-105 KA-5628-01 30
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
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020 1
4:5
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File :te
554.d
gn
Bridge
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.
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
KD
OT G
raphics C
ertified
KDOT Graphics Certified 07-17-2018
8
8
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.
202170-105 KA-5628-01 30
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
0
File :te
555.d
gn
Bridge
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.
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
KD
OT G
raphics C
ertified
KDOT Graphics Certified 07-17-2018
9
9
DETAILED SPECIFICATIONS FOR FLAT SHEET SIGNS AND OVERLAY PANELS DETAILED SPECIFICATIONS FOR REINFORCED PANEL SIGNS
other details are shown in the plans.
book (2004 edition and supplements), unless
the FHWA Standard Highway Signs and Markings
height, and letter series) shall be as shown in
The design details for signs (color, letter
in the plans.
8'-0" in height, unless other details are shown
are 4'-0" in length and less than or equal to
sheet blanks shall also be used for signs that
other details are shown in the plans. Flat
less than or equal to 4'-0" in height, unless
are less than or equal to 7'-0" in length and/or
Flat sheet blanks shall be used for signs that
are shown in the plans.
sheet blank detail sheets, unless other details
fabrication and thickness shown on the flat
All new flat sheet sign blanks shall be of the
or pressure sensitive.
sheeting or lettering film shall be heat activated
The type of adhesive used for retroreflective
background, unless otherwise noted in the plans.
signs shall have a fluorescent yellow-green
supplemental plaques used with these warning
of the S5-1 sign, S4-3p plaque, and any
The school warning signs, the "SCHOOL" portion
the plans.
retroreflective sheeting, unless otherwise noted in
and borders shall be Type IV high intensity
The sheeting used for the direct applied legend
noted in the plans.
intensity retroreflective sheeting, unless otherwise
All sign faces shall be covered with Type IV high
noted in the plans.
intensity retroreflective sheeting, unless otherwise
All sign faces shall be covered with Type IV high
in the plans.
4'-0" in height, unless other details are shown
are greater than 7'-0" in length or greater than
Reinforced panels shall be used for signs that
used only at the top or bottom of signs.
panels shall be used. The 6" panels shall be
fabricated sign panels are used, either 1'-0" or 6"
should be placed entirely on one panel. If extruded
panel dimensions are not shown, a line of legend
and in the position shown. If extrusheet fabricated
panels are used, they shall be of the length, width
panel detail sheets. If extrusheet fabricated sign
fabrication and thickness shown on the reinforced
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
in the plans.
retroreflective sheeting, unless otherwise noted
and borders shall be Type IV high intensity
The sheeting used for the direct applied legend
Sh. No.
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
0
File :te
590.d
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Bridge
2
1 7/23/10
10/01/19
E.W.N.
D.B.
D.D.G.
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.
TE590 10/01/2019
D.D.G.
S.A.B. D.D.G.
K.D.S.
Steven A. Buckley
Changed notes
Changed Notes and Sheeting Type
AND FLAT SHEET SIGNS
FOR REINFORCED SIGN PANELS
DETAILS SPECIFICATIONS
7/01/03
KD
OT G
raphics C
ertified
KDOT Graphics Certified 12-17-2019
202170-105 KA-5628-01 3010
10
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.
Plotte
d
By: s
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Plot
Locatio
n:
Brid
ge
KA-5628P
OS02.d
gn
File:
Plot
Date: 0
6-
AU
G-2020 14:5
0
STATE
KANSAS
PROJECT NO. YEAR
TOTAL
SHEETSSHEET NO.
Sheet No.Sheet No.
Co.Proj. No.
2021
CA
Dconform C
ertify T
his File
CADconform Certify This File
PLAN VIEW
WYANDOTTE70-105 KA-5628-01
Sta. $EDIT#STATION1$
11 30
11
70-105 KA-5628-01
20'-0"
I-635 North
I-635 S
outh
I-70 West
I-70 East
I-635 South
Location
ñOld Sign
Locati
onññNew
Sign
ñ 105S0069 - Remove existing sign structure and remove footing to 2' below ground elevation
ññ 105S0319 - Construct Overhead Sign Truss Structure and footings.
INTERSTA
TE
635
INTERSTA
TE
635
INTERSTA
TE
635
INTERSTA
TE
635
SO
UT
HN
OR
TH
SO
UT
HN
OR
TH
NORTH
SOUTH
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.
Plotte
d
By: s
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ber
Plot
Locatio
n:
Brid
ge
KA-5628pos01.d
gn
File:
Plot
Date: 0
6-
AU
G-2020 14:5
0
STATE
KANSAS
PROJECT NO. YEAR
TOTAL
SHEETSSHEET NO.
Sheet No.Sheet No.
Co.Proj. No.
2021
WYANDOTTE70-105 KA-5628-01
70-105 KA-5628-01
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
County Serial Number =
0.237
0.307
11
DD
0.237
0.250
1'-6" 6'-2‰" 1„"
3 5'-10•" 25'-2•"
3 5'-10•" 25'-2•"
10'-
0"
24'-8‰" 6'-2„" 24'-8‰"
23'-2…" 12'-0"
3'-11‹"
8'-6" 23'-4‰"
1'-5Ž" 1'-2•"
11Ž" 1'-4"
Walkway
68'-8"
71'-0"
16'-3" 14'-6"
Sho.
8'-0"
Lane
12'-0"
Lane
16'-3"
Sho.
4'-0"
= 6'-2‚"
2 spa. @ 3'-1„"
PLAN
ELEVATION
(looking up station.)
the structure's assigned route at approximate eye level on the right leg
stencils. The serial number will be painted so it is readable from
The serial number shall be painted in black paint using three - inch
853.00'
Footing Elev.
853.00'
Footing Elev.
17'-
4"
Min.
Cl.
{ Footing
105S0319
105S0319
8'-
2‰
"
12 30
12
Construction Layout
71'-0"
Scale: 1
" = 5'
à à
ññ ññthe collector distributor from the existing sign structure.
ì of New Structure is approximately 20'-0" east along
K-4890-01 Plans)
855.00 (Calculated from
Max. Roadway Elev. =
WB I-70
ñ
ñpoint for all elevations.
Use this point as a controlNote:
CA
Dconform C
ertify T
his File
CADconform Certify This File
1'-
6"
structure off site after demolition.
The contractor shall haul the existing
project site from the old sign structure.
Reuse existing signs located on the
105S0319
= 9'-3…"
3 spa. @ 3'-1„"
INTERSTATE
635
INTERSTATE
536
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 -
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 WALKWAYGENERAL
KFH LESChanges to grating note 3-26-96
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
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
File:
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51a-01Special.dgn
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Plot
Date: 0
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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.
2021
Special STRUCTURAL SIGN SUPPORTS
SL151A-01 Special
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
9/29/2015
301370-105 KA-5628-01
13
Remove footings 12" below existing grade.
CA
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The Contractore shall haul the existing structure off site after demolition.
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
2'-0"
Level
Size
#6
#9
#10
#11
1'-3"
1'-5"
1'-7"
11ƒ"
1'-1‚"
1'-2ƒ"
3'-9"
5'-0"
5'-10"
6'-10"
L J A
8" 6"
#8 11" 8" 4'-4"
#7 10" 7" 4'-0"
Note: Contractor may combine d and p bars into one bar.
20 d bars 13 f1 bars
Size Length Size Length Length LengthSize Size
13 f2 bars 16 f3 bars
Size Length
16 f4 bars
Size Length
20 p bars
LengthSize
8 t bars
15'-0" 6'-9" A
B
C
D
E
F
G
H
|
J
16'-0"
17'-0"
18'-0"
19'-0"
20'-0"
21'-0"
22'-0"
23'-0"
24'-0"
7'-3"
7'-9"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
#6 #4 #4 #4 #4 #6 #4 20'-9"
#6
#7
#7
#8
#8
#9
#9
#10
#11
#4
#4
#4
#5
#6
#6
#7
#7
#8
#4
#4
#4
#5
#6
#6
#7
#7
#8
#4
#4
#4
#4
#4
#5
#5
#6
#6
#4
#4
#4
#4
#4
#5
#5
#6
#6
#6
#7
#7
#8
#8
#9
#9
#10
#11
72 860
79
87
93
101
110
119
128
138
148
14.9
16.1
17.0
18.3
19.6
21.1
22.6
24.2
25.9
890
1065
1090
1480
1750
2165
2525
3080
3965
4'-5"
4'-5"
4'-10"
4'-10"
5'-3"
5'-3"
6'-3"
6'-3"
7'-3"
8'-5"
14'-6"
15'-6"
16'-6"
17'-6"
18'-6"
19'-6"
20'-6"
21'-6"
22'-6"
23'-6"
14'-6"
15'-6"
16'-6"
17'-6"
18'-6"
19'-6"
20'-6"
21'-6"
22'-6"
23'-6"
6'-3"
6'-9"
7'-3"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
6'-3"
6'-9"
7'-3"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
7'-9"
2'-
0"
8'-
0"
6'-0"
See Detail "A"
p bars 20 Req'd
Construction Joint
d bars 20 Req'd
f2 bars
f1 bars
3"
Cl.
3"
Cl.
p bars 20 Req'd
6"
6"
7 Spa.
@ 1'-
0"
#4 t bars
f4 bars
f3 bars
3"
4•"
4•
"
6"
6"
6" 6"
{ F
ooting
2'-
6"
8'-6"
"Lf"/2
"Lf"
"Wf"
(Showing reinforcing steel)
"L"
"J"
"A"
4'-6"
Side Elev. End Elev.
REINFORCING: All dimensions relative to reinforcing steel
are to center line of bar unless otherwise noted.
EXCAVATION: When rock or hard shale is encountered, all
excavation below the top of this material or the top of
the footing, whichever is lower, shall be to neat lines.
See above.
2'-
0"
#4t bar
Lf Wf
13.8
8'-0"
LOADING: AASHTO Standard Specifications for Structural
Supports for Highway Signs, Luminaires and Traffic
BACKFILL: Backfill material shall be placed in one foot lifts
and each lift shall be thoroughly compacted before the
TABLE FOR "d" BARS
PAYMENT: All material and labor necessary to construct each
footing shall be included in the unit price bid for the
are for general information only.
exposed edges with a ƒ" triangular molding.
Wf/2
3"
I
18" "BC"
"d"
specific overhead sign structure. The quantities shown
Lbs.
Reinforcing Steel
Cu. Yds.
Class ||| Excavation
d bar
{ Footing = { Support
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
20'-9"
#4
#4
#4
#4
#4
#4
#4
#4
#4
7'-9"
7'-9"
7'-9"
7'-9"
7'-9"
7'-9"
7'-9"
7'-9"
7'-9"
BENDING DIAGRAMS
DJE
LES
KFH
LES
KFH KFH
LES DCD
STANDARD STRUCTURAL SIGN SUPPORTS
A
B B
TYPICAL EXCAVATION DETAILS
FOOTING
TYPE
DIMENSIONS
END ELEVATIONSIDE ELEVATION
FOOTING PLAN FOOTING PLAN
BILL OF REINFORCING STEEL
DETAIL A
SECTION B-B
SUMMMARY OF QUANTITIES
GENERAL NOTES
OPTIONAL SPREAD FOOTING DETAILS
SPAN TYPE OVERHEAD
SL151A-02
CONCRETE: Use Grade 4.0 (AE) Concrete throughout. Bevel all
28 "d"ï 4'-
0"
for loose material.
Approximate Excavation
I Concrete Cu. Yds.
Grade 4.0 (AE)
ANCHOR ROD DETAIL
2•
"d" Thread
Calvin E. Reed
DATE REVISIONS BY APP'D
CADDDESIGNED
DESIGN CK.
DETAILED
DETAIL CK.
APP'D
QUAN. CK.
2
1
NO.
details and add DTI details
Updated notes, achor bolt KMP TLF5/11/11
16 f4 bars (Top)
16 f3 bars (Btm)
15 Equal Spaces
13 f2 bars (T
op)
13 f1 bars (Btm)
12
Equal Spaces
out to out of bars.
All dimensions are
Joint
Construction
20 Req'd
d bars
sheet for Footing Type.
See "Construction Layout"
or greater.
a test cylinder archives a compressive strength of 4.0 ksi
STRENGTH: Curing time shall be a minimum of 15 days or until
next lift is placed.
Signals, 2013 Edition with current interims.
UNIT STRESSES: fy=60,000 p.s.i.; fc'=4,000 p.s.i.
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
FHWA APPROVAL
2/06/13 KMP TLFAdded washer to DTI
Std.
Base
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Date: 0
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STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
KANSAS DEPARTMENT OF TRANSPORTATION
DATE BY APP'D
QUANTITIES
CADD CK.
APP'D
Sheet No.
2021
DIRECT TENSION INDICATOR (DTI)
Hex. Nut
DTI
Leveling Nut
Hardened Washer
Base Plate
BASE ð, ANCHOR ROD, ð WASHER AND
ð washer
ð washer
5"
PLATE WASHER
†" Bar
ô = "d" +ˆ
2•
" 2•
"
(Galvanized ASTM A709 Gr.50)
Thread
4•
x "d"+
3"
4•
x "d"+
3"
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.to this line
Construct Pedestal
Gr. Line
Final
CERKMP3 7/15/15 Lengthen Bolts
Added Plate Washer &
9/29/2015
3" Cl.
4 Eq. Spa.
6 E
q.
Spa.
p bars
p bars
SECTION A-A
3"
Cl.
#4 t bars
Anchor Rod
American Welding Society.
and Bridge Construction and the latest edition of the
conform to the "Standard Specifications for State Road
exception: cut threads are not permitted. Welding shall
Specification Section 1600 (Grade 55) with the following
ANCHOR ROD: Anchor rods will adhere to KDOT Standard
plan sheet for anchor ron "d".
See end support framing
301470-105 KA-5628-01
14
CA
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CADconform Certify This File
2x"d"+
†"
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
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
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.
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
15
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
File:
sl1
51a-03
Special.dgn
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0
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
3"
to this line
Construct Pedestal
DETAIL A
Added washer to DTI
2/06/13
KMP2
Sheet No.
Hardened Washer
Base Plate
5"
SL151A-03 Special
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
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
Edition.
Drilled shafts shall be cast to neat lines.
or greater.
a test cylinder archives a compressive strength of 4.0 ksi
STRENGTH: Curing time shall be a minimum of 15 days or until
9.8
9.4
specific overhead sign structure. The quantities shown
#11
#11
#11
#11
K
L
M
19
19
19
19
25'-0"
26'-0"
27'-0"
29'-6"
30'-6"
31'-6"
29'-0"
30'-0"
31'-0"
13.0
13.4
13.8
6510
6740
6960
7180
23.4
23.7
24.1
30
15
202170-105 KA-5628-01
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2x"d"+
†"
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"
6'-
0"
"L"
"S"
6'-0"
Section A-A
1'-5•" Dia.‡" O holes
5•"
{ Splice
‡" O holes
See End Support
See End Support
Joint Details
Joint Details
Splice � with
"N" Spaces at "S
"
(Optional)
•" Plate
DJE
LES RDH
DDP
BFM
RDH
HALF J3 �
END SUPPORT BASE DETAIL
END SUPPORT SPLICE DETAIL
SPLICE PLATE DETAILS
ELEVATION
PLAN
SPAN TYPE OVERHEAD
SPECIAL 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
File:
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51b-01Special.dgn
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Date: 0
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0
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"
Facing Signs
2
2
2
2
1
Typ. Stiffener
Special Stiffener
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".
(if needed)
Plates
Splice Flange
& 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
4-ƒ" ô HS bolts,
Bolt Head
Nut
DTI
2 2/06/13 KMP TLFMove DTI under Bolt Head
Sheet No.
2021
7'-
5‡
"
SL151B-01 Special
Washer
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
à
7/15/154 KMP CER
Detail" sheet for additional information.
See Detail "B" "End Joint and Splice
from edge of plate.
à Terminate weld ‚" á „"
ƒ"
ƒ"
ƒ"
"d" +•"
4 drilled holes •" larger
Proof Load
Added DTI detail & Add DTI
à
Hole Access
Removed Electrical Details and Hand
Modified Weld Details & Supports.
9/29/2015 Calvin E. Reed
CA
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301670-105 KA-5628-01
16
1'-
0"
6"
3„
"3„
"
6"
8ƒ"
8‚" •"
PLATE J1A
10†"
6…"
6…
"6
…"
1'-
3•
"
6'-0"
"S"
6'-0"
J2
3ƒ"
Min.
1'-
3•
"
2" ‚"
3"
45
1"
PLATE J1B
SectionSection
ElevationElevation
ƒ" xƒ" Clip
10†"
6…"
6…
"
1'-
3•
"6"
3„
"•"
PLATE J2
Elevation
Section
J1B
J1A
J1B•" �
•" �
•" � J2
•"
6'
6'
6'
•" � J3
•" �J1A •" �
J1
"S"
"S"
"S"
5…" R.
DJE
LES RDH
DDP
BFM
RDH
JOINT DETAILS
ELEVATION
PLAN
TYPICAL WELDED JOINT
PLATE J3
DETAILS JOINT J2 DETAILS JOINT J3DETAILS JOINT J1
SPECIAL 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
File:
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51b-02Special.dgn
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Date: 0
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0
J4
J1
J3
Member
wall thickness
Fillet Weld
size Wd3
0.120" ‚"
See Construction Layout
for wall thickness and "S"
2
2
‹"
•"
0.237"
0.337"
( •" � )
( •" � )
( •" � )
( •" � )
Note: Joint J4 is identical to J3 except J4 has
an additional member (See END SUPPORT
ELEVATION).
•"ð
Wd3
•"
•"
•"
assembly
for bolting
See SL151B-01
Sheet No.
SL151B-02 Special
0.438
0.531
0.674
1 11/17/14 Expanded Table KMP CER
à
à
à
à
ô = 2T
T
2 7/15/15 KMP CER
Detail" sheet for additional information.
See Detail "B" "End Joint and Splice
from edge of plate.
à Terminate weld ‚" á „"
•"
•"
•"
à
Removed Elec. Detials & Weld Details
Modified Supports, Add Cope Hole,
Calvin E. Reed9/29/2015
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202170-105 KA-5628-01 3017
17
SPAN TYPE OVERHEAD
RDH
ALUMINUM TRUSS FRAMING
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:
sl1
51b-03
Special.dgn
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Date: 0
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Member 2 is 4.500" OD pipe
"N","S","L" and "X" dimensions.
Note:
Member 1 is 8.625" OD pipe
See "Construction Layout" for wall thickness,
KMP TLF1 5/11/11 Add bolting callout
Move DTI under Bolt Head2 2/06/13 KMP TLF
Sheet No.
2021
6'-
0"
"S"
"S"
Ž"
6'-
0"
Typical Interior Section
Typical Interior Section
Typical End Section
Typical End Section
"S""S"
Ž"
See Truss Joint @ Splice Details
End Section (Min. 3 panels at "S") Interior Section (Min. 3 panels at "S")
ELEVATION
PLAN
A
A
B
C
C
(Left End Shown)
See Truss Splice DetailsSee Truss Joint Details
1 1
11
22
1 1
1 1
2 2
See End of Truss
Facin
g
2
2
Sig
ns
1'-6"
Truss
ì End Vertical Truss
Cap End of
Truss Length "L" = { Support to { Support
Joint Details
Truss
Cap End of
ì Vertical Support
ì Vertical Support
Lower End of Truss
Upper End of
Truss
6'-0" 6'-0"
6'-0"
6'-
0"
6'-
0"
6'-
0"
SECTION A-A SECTION B-B
SECTION C-C
Type | JointType || Joint
2
2
1
See Truss End Joint Details See Truss Joint Details
See Truss Splice Details
300 Lb. Flat Faced Flange
(Showing Camber Method Type 2)
TRUSS CAMBER
TYPICAL SPLICE
Length of Truss { Support to { Support Minimum 3 Panels per Section
Camber
GENERAL NOTES
shall be placed in the truss by:
(2) Increasing the length of the top truss cords, making
sure the splice flanges will be parallel in the field.
(3) Placing light gage spacer plates on the top splice
CAMBER: Camber as given on the "Construction Layout" sheet,
(1) Blocking the truss and then welding at the joints and
welding the splice flanges in place.
flanges to obtain an increase in the top truss cord as
in (2).
views to distinguish bottom or rear
portions of member 2 .
PLAN AND CAMMBER PLANSL151B-03 Special
1'-6"
8…" 9†"
Note: Dashed lines used in plon and elevation
B
assembly
DTI Details for bolting
See Typical Bolt and
3 11/17/14 Modified Support KMP CER
SPECIAL STRUCTURAL SIGN SUPPORTS
1' -1•"
KMP CER7/15/154
and Weld Details
Increase member 2 Size
Lengthen Top Cord &
Calvin E. Reed9/29/2015
301870-105 KA-5628-01
18
CA
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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
SPAN TYPE OVERHEAD
ALUMINUM TRUSS
Section Side Elevation
Plan
{ Connection to
End Support
SPLICE PLATE DETAILS
TRUSS SPLICE DETAILS
SPECIAL 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
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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51b-04Special.dgn
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Brid
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Date: 0
6-
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G-2020 14:5
1
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"
Calvin E. Reed
1 5/11/11 DTI Notes KMP TLF
assembly
DTI Details for bolting
See Typical Bolt and
TYPICAL BOLT AND
DIRECT TENSION INDICATOR (DTI)
Washers
Bolt Head
Nut
DTI
2/06/132 Move DTI under Bolt Head KMP TLF
Sheet No.
2021
SL151B-04 Special
3 11/17/14 Modified End Support KMP CER
4 7/15/15 KMP CER
Detail B
Detail B
Detail A
‚" á „"
Detail A
à
à
à
à
à
àà
à
à
à
à
Modified Weld Details
9/29/2015
(Do not intersect welds)
corners. (Typ.)
Hold back welds ‚" á „" from all
corner. No overlapping welds.
Terminate all welds ‚" from
Detail" sheet for additional information.
See Detail "B" "End Joint and Splice
from corner.
à Terminate weld ‚" á „"
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301970-105 KA-5628-01
19
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
4‹
"
8ƒ
"
SL151B-05.d
gn
LL
6'
6'
6'
6'
6'
6'
"S"
"S"
"S""S"
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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51b-05.d
gn
Plotte
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By: s
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n:
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Date: 0
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AU
G-2020 14:5
1
Member
wall thickness
Fillet Weld
size Wd3
0.120"
0.226"
0.318"
‚"
…"
•"
for wall thickness and "S"
2
See "Construction Layout"
‹"
‹"
Calvin E. Reed
Sheet No.
2021
Detail" sheet for additional information.
See Detail "B" "End Joint and Splice
from edge of plate.
à Terminate weld ‚" á „"
à
à
Removed Elec. Modified Weld Details KMP CER7/22/1521
3ƒ"
Min.
TYPICAL WELDED JOINT
ô = 2T
T
2Wd3
à•"ð
7/15/152 KMP CERCope HolesModified Weld Details & Added
9/29/2015
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302070-105 KA-5628-01
20
6'-
0"
2'-
0Š
"
7'-
5‡
"
6'-
0"
Top of 10ƒ
" Pip
e
SIDE ELEVATIONFRONT ELEVATION
6'-0"
1'-6"ì Vertical Support ì End Vertical Truss
1•"
1•"
1'-3‡"
4Š" R.
1•"
1•"
1'-3‡"
4Š" R.
1'-8"
10•"
2"
2"
2"
2"
6ƒ"
2"
2ƒ" 2ƒ"
10•"
2"
2"
ISOMETRIC of TOP SADDLE
1'-
3‡
"
2"
1'-10"
1'-
5‡
"
3"
2ƒ" 2ƒ"
10•" 3"
3"
3"
11‡
"
PLAN VIEW of TOP ðPLAN VIEW of TOP SADDLE
11‡
"2"
2"
(Typ.)
•" Holes
2"
2ƒ"
Hole Spa.
1'-
3‡
"
2"
11‡
"2"
2"
1'-
5‡
"
3"
3"
11‡
"
PLAN VIEW of BOTTOM ð
1'-8"
2ƒ"
1'-6„"
1'-4…"7ƒ"
•"Hole Spa.
10ƒ" Hole Spa.
•"Hole Spa.
A A
SECTION A-A
(†" x 1'-10" x 1'-5‡")
1•"
1•"
SECTION B-B
1•"
1•"
B B
PLAN VIEW of
BOTTOM SADDLE
1'-8"
10•"
2ƒ"
2Ž"
SIDE ELEVATION
1'-8" 2"
1…"
3…"
(Typ.)
•" ô Hole
PLAN VIEW
Hole Spa.
•" ô
FROM SIDE
PLACEMENT VIEW END VIEW
Type | joint
PLAN VIEW
2"
1…
"
3…
"
(Typ.)
•" ô Hole
2ƒ"
SIDE ELEVATION
2Ž"
2Ž"x1'-8"x3…" Spacer ð
END VIEWFROM SIDE
PLACEMENT VIEW
Support
10ƒ" ô Vertical
Support
10ƒ" ô Vertical
Support
10ƒ" ô Vertical
Truss Pipe
End Upper
Set Screws
End Cap with
Set Screws
End Cap with
Stiffener "A"
Stiffener "B"
9†"
2" 2"
2ƒ"
2" 2" •" ô Hole Spa.
6ƒ"
6ƒ"
2Ž"x6ƒ"x3…" Spacer ð
PIPE COUPLING PHYSICAL CHARACTERISTICS
Coupling Bolts
Coupling
Coupling
Weight
Rollers per
8.625" 14" 5"
Diameter
4
sizeQty.
12
Pipe
"A" "B"
19.0 lbs.Truss
Dim.
Coupling
ISOMETRIC of
BOTTOM SADDLE
"B"
SECTION A-A
"A"
Note: The type of pipe coupling used shall be
for approval.
shown on the shop details submitted
Bolts shall be ASTM A183 with Heavy Hex Nuts.
4„"
•" 3†"
3†
"•
"
4„
"
(ð†"x4„"x4„")
•"
2ˆ"
•" 1Œ"
(ð†"x2ˆ"x2ˆ")
Set Screws
End Cap with
1Œ
"
2ˆ
"
steel rod
PIPE COUPLER
SIDE ELEVATION ELEVATION
8…"
3"
Truss Pipe
End Lower
3‚"
A A
"B"
SPAN TYPE OVERHEAD ALUMINUM TRUSS
TRUSS TO END SUPPORT CONNECTION
SL151B-06 Special
STIFFENER "B"
STIFFENER "A"
SADDLE SPACER (Top)
SADDLE SPACER (Bottom)
diameter hardened threaded (18NF Class 1A) Œ" stainless steel rod (ASTM A320).
threaded rod shall be 0.750" (á 0.020") long by 0.5625" (+.015" or - 0.005") outside
Replace every other factory roller (alternating sides) with a threaded rod. The
Std.
Base
File:
sl1
51b-06Special.dgn
Plotte
d
By: s
we
ber
File:
Brid
ge
Plot
Locatio
n:
Plot
Date: 0
6-
AU
G-2020 14:5
1
STATE
KANSAS
PROJECT NO. YEARSHEET
NO.
TOTAL
SHEETS
DESIGN CK.
DESIGNED
FHWA APPROVAL
KANSAS DEPARTMENT OF TRANSPORTATION
DATENO. REVISIONS BY APP'D
SL
DETAILED
DETAIL CK. QUAN.CK.
QUANTITIES CADD
CADD CK.
APP'D
Sheet No.
2021
Typ.
•" Radius
Typ.
•" Radius
•"
•"
•"
•"
Nut
DTI
6'-
0"
í í
í
í
í
í ííí
surface
Mill to plane
1"
10"
1"
Stiffener "C"Stiffener "C" (Typ)
(1" x 2'-0„" x 1'-5‡")
2'-0„"
11"
‡" x 11"
STIFFENER "C"
(ð1"x10"x11") Stiffener "C"
Stiffener "C"
4"4"
2ƒ" í
2ƒ" í
2ƒ" í
4•" O.D.
8†" O.D.1
2
2
1
1
à
Detail" sheet for additional information.
See Detail "B" "End Joint and Splice
from edge of plate.
à Terminate weld ‚" á „"
à
à
à
1 7/15/15 KMP CER
1'-1•"
àat final fit.
as needed to achieve ˆ" gap
and adjust the saddle spacer(s)
The fabricator will test fit
SPECIAL STRUCTURAL SIGN SUPPORTS
Washer
•" x 1„" Holes
Short Slotted
BAR WASHER
2ƒ"2" 2"
6ƒ"
•" hole
Bar Washer
3•" 3•"
1ƒ
"
3•
"3•
"
1ƒ
"
3•
"
í Fabricator will verify based on pipe coupler casting.
New Sheet
9/29/2015 Calvin E. Reed
(Typ.)(Typ.)
(Typ.)
(Typ.)
(Typ.)
be used with over sized holes.
used on brackside truss connection. Bar washer shall
1‰" holes. The plate with 1‰" holes will be
will have •" hole. the other plates will have
ç Each leg will have top plates. One plate
ç Holesó
Bar washers will be used.
truss connection.
the holes will be used on the backside
will have holes. (1‰"). The plates with
(•" x 1„") holes. The other plate
One plate will have a short slotted holes.
ó Each leg will have 2 bottom plates.
12 - ð •" x 3•" x 6ƒ"
CA
Dconform C
ertify T
his File
CADconform Certify This File
302170-105 KA-5628-01
21
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:
sl1
51b-08.d
gn
Plotte
d
By: s
we
ber
File:
Brid
ge
Plot
Locatio
n:
Plot
Date: 0
6-
AU
G-2020 14:5
1
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.
2021
CA
Dconform C
ertify T
his File
CADconform Certify This File
302270-105 KA-5628-01
22
TYPICAL WORK ZONE COMPONENTS
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
Posted speed prior to work starting
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
SPEED (MPH)
Posted speed prior to work starting
Channelizer Placement:
normally at right angles to the traffic flow.
(3) Channelizing devices shall be placed for optimum visibility,
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
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
space upstream of the vehicle constitutes the buffer space.
buffer space. When a protection vehicle is placed in advance of the work space, only the
Neither work activity nor storage of equipment, vehicles, or material should occur in the
work zone components above.
full lane width should be available throughout the length of the buffer space. See typical
from the work space, the barrier system shall be considered part of the activity area. A
If temporary concrete safety barrier system is used to separate approaching traffic
are not needed along the tangent barrier section.
When concrete barrier system is used, portable channelizing devices
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
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
Width in offset feetW =
prior to work starting in MPH
Numericial value of posted speedS =
Minimum length of taper in feetL =Where:
L = WS /60 for speeds of 40 MPH or less
L = WS for speeds of 45 MPH or more
Advanced Warning Area Transition
Area
Activity Area Termination Area
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
Taper
Work Space Downstream
(Temporary)
Pavement Marking
Buffer Space
Minimum advance warning sign spacing (in feet): Taper Formulas:
*
*
2
Sh. No.
202170-105 KA-5628-01 3023
23
785-296-1183.
the Temporary Traffic Control Unit for more information at 785-296-1179 or
6) Alternative temporary rumble strip options may be available. Please contact
W8-7 signs. All signs shall be displayed as long as the condition is present.
sign. A W8-15p motorcycle plaque shall be used to supplement the W8-15 or
This sign should be placed a "C" distance after the W20-1 (Road Work Ahead)
Pavement) or W8-7 (Loose Gravel) sign shall be used on mainline approaches.
made of loose material, or when directed by the engineer a W8-15 (Grooved
5) When the driving surface open to traffic is milled or is a temporary surface
consistent with the features present in the existing pedestrian facility.
temporary facilities shall be detectable and include accessibility features
4) When existing pedestrian facilities are disrupted, closed, or relocated, the
skirting the work site or making a midblock crossing.
are not confronted with midblock work sites that will induce them to attempt
placed at intersections (rather than midblock locations) so that pedestrians
and suburban areas with high vehicular traffic volumes, these signs should be
that encourages them to cross to the opposite side of the roadway. In urban
provided, pedestrians should be appropriately directed with advance signing
reasonable safe route that does not involve crossing the roadway can be
movements from both work site activity and vehicular traffic. Unless a
3) Consideration should be made to separate pedestrian and, if needed, bicycle
roadway width signing.
directed by the engineer. A lane width less than 11' may require restricted
between centerlines of pavement markings) or as shown on the plans, or as
2) Minimum Lane Width: Lane widths shall be a minimum of 11' (measured
work starting.
designed and installed using the posted/legal speed of the roadway prior to
1) Design Speed: Those items delegated to temporary traffic control should be
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
1
File :te
700.d
gn
Bridge
3
2
1 08/18/15
03/13/18
E.G.K.
K.E.
R.W.B.
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.
TE700 03/13/18
B.A.H.
R.W.B
Eric Kocher
W8-15p usage changed to Shall
Channelizer spacing info
GENERAL NOTES
TRAFFIC CONTROL
least 10 calendar days prior to the proposed closure.
between 3-7 P.M. Monday - Friday. Submit a traffic control plan for approval at
approval of the Engineer. Closure will not be allowed between 6-9 A.M. or
Closure of the ramp to erect the overhead truss will be allowed with the
KD
OT G
raphics C
ertified
KDOT Graphics Certified 06-22-2020
to the traffic side for channelization.
The stripes shall slope downward
Striping as shown for up to 42".
channelization.
All stripes shall slope downward to the traffic side for
For rails less than 36" long, 4" wide stripes may be used.
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.
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
Object
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
Min.
36"Min.
24"
Min.
36"Device
Support
Edge
Hand Trailing
2" Max.
2" Max.
Plate
Detection
Height
8" Min.
38" Max.
32" Min.
Min.
36"
28" Min.
Min.
42"
36"
Approx.
White
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
1
File :te
702.d
gn
Bridge
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.
TE702 06/01/15
L.E.R.
R.W.B.
Kristina Ericksen
CHANNELIZING DEVICES
TRAFFIC CONTROL
VERTICAL PANEL
TUBULAR MARKER
TYPE 2 BARRICADE DIRECTION INDICATOR BARRICADEPEDESTRIAN CHANNELIZER
DRUM TRAFFIC CONE
24" Min.
8" Min.
12" Max.
6"
6"
Orange
White
45°
Orange
White
4"4"
45°
12"
36"
24"
12"
8"
4"
4"45°
Orange
White
6"
2"
4"
3" to 4"
2" Min.
2"
3"
3"
Orange
White
2" to 6"
Orange
White
6" to 8"
6" to 8"
18"
Min. Orange
6" to 8"
6" to 8"
DELINEATOR
CONICAL
Sh. No.
202170-105 KA-5628-01 3024
24
KD
OT G
raphics C
ertified
KDOT Graphics Certified 03-29-2018
FIGURE 1: TYPICAL SIGNING FOR ROAD CLOSURE (MAINLINE OR SIDE ROAD)
FIGURE 3: TYPICAL SIGNING FOR ROAD CLOSURE - LOCAL TRAFFIC ACCESS
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
WITH OPPOSITE SIDEWALK AVAILABLE
FIGURE 4: TYPICAL SIGNING FOR SIDEWALK CLOSED
Orange Rail
White Rail
FIGURE 2: TYPICAL SIGNING FOR SIDE ROAD OPEN
20"
20"
6"6"
near each outside corner of the end barricades.
low intensity warning light shall be mounted to the vertical post
When barricades are placed end-to-end or staggered, a Type "A"
three rails.
more than 50% of the top two rails or 33% of the total area of the
Approved signs mounted on Type 3 barricades should not cover
the R11-3a or R11-4 sign where applicable.
The words "BRIDGE OUT" (or BRIDGE CLOSED) may be substituted for the words "ROAD CLOSED" on
distance 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
used 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
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
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.
Use R11-3a if 1 Mile or more
Use R11-4 if less than 1 Mile
or Public Road (typ.)
House, Field Entrance,
Work Space
500' 500'
OR
OR
NOTE:
Note: Sign shown for one approach to intersection (work zone).
Type 3 Barricades
Complete Closure
Type 3 Barricade
Channelizing Device
Space
1000'500'
Work
SIDE ROAD
Note: Signs shown for one approach to work zone.
Type 3 Barricade
Type 3 Barricades
Complete Closure
(Staggered Position)
Type 3 Barricades
or Field Entrance
Last Access for House
Space
500'500'
OR
Work
Pedestrian Barricade
Work Space
24"x 1
2"
R9-9
24"x 1
8"
R9-1
1
24"x 18"
R9-11
24"x 1
8"
R9-1
1
24"x 18"
R9-11
24"x 12"
R9-9
(Typ.)
House or Field Entrance
(No Decimal Mileage)
Mile41Length to the Nearest
ROAD CLOSED GENERAL NOTES
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
1
File :te
704.d
gn
Bridge
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.
TE704 06/01/15
B.A.H.
R.W.B.
Kristina Ericksen
CLOSURES
TRAFFIC CONTROL
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.
1. Support device shall not project beyond the detection plate into the pathway.
48"x 4
8"
W20-3
48"x 4
8"
W20-3
48"x 3
0"
R11-2 60"x 3
0"
R11-4
60"x 3
0"
R11-3
A48"x 4
8"
W20-1
48"x 2
4"
KG20-2
48"x 4
8"
W20-3
48"x 4
8"
W20-3
48"X 30"
R11-248"x 30"
R11-2
48"x 3
0"
R11-2
60"x 3
0"
R11-4
60"x 3
0"
R11-3
A
Sh. No.
202170-105 KA-5628-01 3025
25
Mileage)
Mile (No Decimal41
Length to the Nearest
Use R11-3a if 1 Mile or more
Use R11-4 if less than 1 Mile
KD
OT G
raphics C
ertified
KDOT Graphics Certified 03-29-2018
RO
AD
CLOSED
LOCAL
TR
AFFIC
ONLY
RO
AD
CL
OS
ED
TH
RU
TR
AFFIC
RO
AD
CLOSED
TO
RO
AD
CL
OS
ED
500
FT
RO
AD
CL
OS
ED
1000
FT
ROAD
CLOSED
ROAD
CLOSED
RO
AD
AHEA
D
WO
RK
EN
D
RO
AD
WO
RK
RO
AD
CLOSED
LOCAL
TR
AFFIC
ONLY
RO
AD
CLOSED
LOCAL
TR
AFFIC
ONLY
MIL
ES
AHEA
D
RO
AD
CL
OS
ED RO
AD
CL
OS
ED
500
FT
RO
AD
CL
OS
ED
1000
FT
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
10" D6" C
KG20-2
KM4-2O
KG20-5
8" D
48"x 48"
W8-17
48"x 48"
30"x 24"
Bottom
Min.
6' - 12'
5'
Min.
Should
er
Edge of
6'
Roadway
Traveled Way
Edge of of Sign
Bottom
Face of
Fro
m T
op
Roadway
* 7'
Min.
of
Curb
of Sign
Curb
* 2' Min.
*
by the Engineer.
Mileage to be Determined
8" D
48"x 48"
8" D
48"x 48"
30"x 24"
W8-15
W8-15p
W8-7
3" C
48"x 12"
6" C
48"x 24"
6" C
Std. Size Expwy/Freeway
24"x 6"
W8-11
W7-3a
48"x 24"
6" C
Std. Size Expwy/Freeway
Std. Size Expwy/Freeway
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
1
File :te
710.d
gn
Bridge
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.
TE710 06/01/15
R.W.B.
R.W.B.
Kristina Pyle
SIGN INFORMATION
TRAFFIC CONTROL
Sh. No.
202170-105 KA-5628-01 3026
26
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
KI-105a
4'-0"
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
Flag
Flag Staff
Sign Post
Light Mounted to Action Warning
Type "A" Low Intensity Warning
65°
45° to
65°
45° to
(Optional)
W8-17P
(Special Sign)
SP-01
(Special Sign)
SP-02
6" CUppercase:
Lowercase: 4.5" C
10" DUppercase:
Lowercase: 8" D
Width x Height
25 Degree Slant
Dutch 801 Roman SWC
Width x Height
RURAL URBAN
0.9"
Mounting
Background
Legend/Border
Sign Number
Corner Radius
Border Width
Ground
3.0"
4'-0" x 3'-0"
FINES DOUBLE
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
Dimensions in inches
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
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
SIGN LAYOUT INFORMATION
KI-104a
Expwy/Freeway
Std. Size
Expwy/Freeway
Std. Size
Expwy/Freeway
Std. Size
Expwy/Freeway
Std. Size
Expwy/Freeway
Std. Size
Expwy/Freeway
Std. Size
Expwy/Freeway
Std. Size
Expwy/Freeway
Std. Size Spacings are to start of next letter
must have upper and lower case letters.
All city names and street names on special signs and destination signs
shall not overlap each other.
the near edge of the pavement. Signs
measured from the bottom of the sign to
mounted below another sign may be 4'
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.
near edge of the
measured from the bottom of sign to the
mounted at a minimum height of 5'
1) Ground-mounted signs shall be
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
not overlap each other.
near edge of the pavement. Signs shall
measured from the bottom of sign to the
mounted below another sign may be 6'
4) The height from of the secondary sign
facilities.
project more than 4" into pedestrian
3) Signs mounted lower than 7' should not
bicycle traffic.
or areas designated for pedestrian or
supports should be located on sidewalks
2) Neither portable nor permanent sign
sign to the near edge of the pavement.
height of 7' measured from the bottom of
1) Signs shall be mounted at a minimum
ReflectiveType:
WhiteColor:
BlackColor:
Non-ReflectiveType:
KD
OT G
raphics C
ertified
KDOT Graphics Certified 03-29-2018
UNEVE
LANES
N
END
ROAD WORK
NEXT
X MILES
WORK ZONE
'EM A
BRAKE
GIVE
FINES
DOUBLEIN WORK ZONES
PILOTCAR
IAW T ROF
SHOULDER
DROP-OFF
GRAVEL
LOOSE
GROOVED
PAVEMENT
US-75 CLOSED
FOLLOW DETOUR
NB
US-75 CLOSED
FOLLOW DETOUR
4" x 4" Wood Post in Soil 4" x 6" Wood Post in Soil
44" Min.44" Min.
Length
Stub Post
84" Min.
at Ground Level
Install Corner Bolt
Ground Line
Ends and at
Bolt at Both
Install Corner
of Stub)
Non-Impacting Side
(Splice Post to
Sign Post
Gap
8" Min.
Telescoping P.S.S.T. DetailP.S.S.T. Detail
6" Min.
Length
Splice
18" Min.
Traffic
Direction of
Traffic
Direction of
42" Min.
ì Post = ì Footing
4" Max.
Section A-A Section B-B
SETUP
3 LB/F U-CHANNEL
Lap Splice
18" Min.
Line (Impact Side)
of Splice to Ground
24" Min. from Bottom
42" Min.
Section A-A
See TE710 for Additional
Details and Requirements
Sign Post
Ground Line
AA6"
B B
Ground Line
Sign Post
3"
42" min.
3"
BB
AA
AA
Bottom of Sign Post
Ground Line Ground Line
Stub post
Bottom of Stub
Direction
of
Tra
vel
Stub
Sign Post
Spacer
Top of Stub
Side Elevation Front ElevationSide Elevation
Ground Line Ground Line
Sh. No.
202170-105 KA-5628-01 3027
27
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
1
File :te
712.d
gn
Bridge
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.
TE712 06/01/15
B.A.H.
R.W.B.
Kristina Pyle
SIGN POSTS
TRAFFIC CONTROL
Section A-A
Sign Post
Section B-B
Sleeve
Post Anchor
Sign Post
between the spliced pieces of U-Channel.
Use manufacturer recommended spacers over the bolts
nearest the ends of the splice.
Place two bolts at both ends of the splice through the holes
Notes:
Post Anchor
or Compacted Fill
Undisturbed Earth
or Compacted Fill
Undisturbed Earth
Sleeve
Post Anchor
Wood Post
Treated
4" x 4"
or Compacted Fill
Undisturbed Earth
Wood Post
Treated
4" x 6"
or Compacted Fill
Undisturbed Earth
Ends of the Splice
Install Bolts at Both
or Compacted Fill
Undisturbed Earth
PERFORATED SQUARE STEEL TUBE (P.S.S.T.) POST SETUP
Post Anchor
SETUP
WOOD POST
Post Anchor Post Anchor
Place bolts in the same corner along each sign post.
" Max.211 " Max.2
11
Corner Bolt
" Std.165
Jam Nut
" Hex165
Corner Bolt
" Std.165
Jam Nut
" Hex165
" sign posts21", or 2 4
1Details for 2", 2
"434
"2114 Hole
Dia.
" 211
"215 "2
13
at 6" Centers
" Dia. Holes83
at 6" Centers
" Dia. Holes83
"213
"2
13
"215
"2
13
"213
KD
OT G
raphics C
ertified
KDOT Graphics Certified 03-29-2018
Channelizing Device
Length to the Nearest Whole Mile
Ahead, 1500 ft, or 1 Mile
Sh. No.
202170-105 KA-5628-01 3028
28
OFF SHOULDER- WITHIN THE CLEAR ZONE
Space
Buffer
ON SHOULDER
Eliminate W7-3a if shoulder is closed for less than 2 miles.
Omit taper if paved shoulder is less than 8' wide.
Work Space
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
the clear zone.
No traffic control is required if the Work Space is located outside of
each direction of traffic according to the applicable typical drawing.
For work in the median, install signs and channelizing devices for
Notes:
Mile21Ahead, 1000 ft, 1500 ft or
Shoulder
Shoulder
A
Work Space
Shoulder
Shoulder
L/3B A 500'
(Min.)
500'
(Min.)
500'
48"x 2
4"
KG20-2
48"x 4
8"
W20-1
48"x 4
8"
W21-5
A
48"x 2
4"
KG20-2
24"x 1
8"
W7-3
A
48"x 4
8"
W20-1
48"x 4
8"
W21-5
B
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
1
File :te
722.d
gn
Bridge
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.
TE722 06/01/15
L.E.R.
R.W.B.
Kristina Ericksen
DIVIDED ROADWAY
SHOULDER WORK
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 03-29-2018
KD
OT G
raphics C
ertified
KDOT Graphics Certified 03-29-2018
RO
AD
WO
RK
EN
D
RO
AD
WO
RK
RIG
HT
SH
OULDER
CLOSED
RO
AD
WO
RK
NE
XT
XMIL
ES
RIG
HT
SH
OULDER
CLOSED
EN
D
RO
AD
WO
RK
along channelizing devices.
For left lane closures use W4-2L and yellow edge line
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
Speed to be determined by the Engineer
Right or Left
Length to the Nearest Whole Mile
Sh. No.
202170-105 KA-5628-01 3029
29
L/2 L/2A A
Taper
Begin
Taper
End
Taper
End
Taper
Begin
48"x 4
8"
W1-4
R
48"x 4
8"
W1-4
L
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)
Arrow Display
Space
Buffer
Ahead, 1500 ft, or 1 mile
Type "A" Low Intensity Warning Light
Channelizing Device
Type 3 BarricadesLeft-side signs shall be omitted for a four-lane undivided highway.
4" White
LC B/3 B/3 B/3 A
100'A/4
500'B(Min.)
500'
4" White
mile21Ahead, 1000 ft, 1500 ft, or
48"x 4
8"
W4-2
R
48"x 6
0"
R4-1
48"x 6
0"
R2-1
48"x 1
2"
KM
4-2
0
48"x 4
8"
W3-5
48"x 4
8"
W20-5
48"x 4
8"
W20-1
24"x 1
8"
W7-3
A
48"x 4
8"
W20-5
48"x 6
0"
R2-1
48"x 2
4"
KG20-2
Work Space
Work Space
of the shifting taper.
is required to be placed at an "A" distance in advance
two reverse curves is less than 600 ft. Only one W24-1
should be used if the tangent distance between the
The double reverse curve (W24-1, W24-1a or W24-1b)
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : s
weber 06-A
UG-2
020 1
4:5
1
File :te
744.d
gn
Bridge
3
2
1 03/13/18
E.G.K.
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.
TE744 03/13/18
B.A.H.
R.W.B.
Eric Kocher
W24-1 usage changed to Should
LANE CLOSURE ON MULTI LANE HWY
TRAFFIC CONTROL
KD
OT G
raphics C
ertified
KDOT Graphics Certified 03-29-2018
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
Sign No. 16.25 Sq.Ft. & Less 16.26 Sq.Ft. & Over
Sign No.
Item Quantity Unit
Lump Sum
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
Sta./Line
W20-7 2
Each
Each
Each Per Day
Each Per Day
Recapitulation of Quantities
Work Zone Sign (Special)
Work Zone Signs
Sh. No.
202170-105 KA-5628-01 3030
30
project at any one time
Quantity most used on the
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)
Flexible Raised Pavement Marker (4" Broken (8.0'))
Work Zone Barricades (Type 3 - 4' to 12')
Symbol (Type I)
Symbol (Type II)
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)
Work Zone Barricades (Pedestrian)
Channelizer (Pedestrian)
Flexible Raised Pavement Marker (4" Broken (3.0') )
Rigid Raised Pavement Marker (Type I)
Rigid Raised Pavement Marker (Type II)
Channelizing Devices
Fixed Portable
Barricades
(4' to 12')
Type 3PedestrianPedestrian
Lighted Devices
Arrow Display
Portable Changeable Message Sign
(Type "A" Low Intensity)
Work Zone Warning Light
(Red Type "B" High Intensity)
Work Zone Warning Light
Work Zone Signs (0 to 9.25 Sq.Ft.)
Work Zone Signs (9.26 to 16.25 Sq.Ft.)
0-9.25 9.26-16.25 16.26 & Over
Size - Sq.Ft.
(EACH PER DAY)
TRAFFIC CONTROL DEVICES
SUMMARY OF
(EACH)
TRAFFIC CONTROL DEVICES
SUMMARY OF
1
KANSAS DEPARTMENT OF TRANSPORTATION
Plotted b
y : kare
np 0
7-A
UG-2
020 0
8:4
9
File :te
795.d
gn
Bridge
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.
TE795 06/01/15
B.A.H.
R.W.B.
Kristina Ericksen
RECAPITULATION OF QUANTITIES
SUMMARY OF DEVICES
TRAFFIC CONTROL
2
2
2
2
2
2
2
2
2
3
3
W20-1
W21-5B
W21-5A
KG20-2
W20-5
W3-5
R4-1
R2-1
KM4-20
W1-4
R11-2
12 50
8
1
Quantities are for Information Only
W4-2 2
KD
OT G
raphics C
ertified
KDOT Graphics Certified 08-07-2020
KD
OT G
raphics C
ertified
KDOT Graphics Certified 08-07-2020