DEPARTMENT OF TRANSPORTATION OVERHEAD SIGN … · mount on psst post with coupler ... or do not...

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STATE

KANSAS

PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

Sheet No.

MUNCIE DR.

S.S

T.26TH

WASHINGTON

AVE.WOOD

ORVILLE AVE.

MINNESOTA AVE.

OSAGE

AVE.

RIDGE AVE.

PACIFIC AVE.

SWARTZ RD.

SPEAKER RD.

ORVILLE

AVE.

STATE AVE.

CENTRAL AVE.

BLVD.

N.

50TH

DR.PARK S.

ST.

57TH. ST.

S. 18T

H S

T.

N. 32N

D S

T.

N. 18T

H S

T.

N. 13T

H S

T.

13TH

N. 47T

H S

T.

ST.

N. 29TH S

T.

1 Jersey

Cr.

Mattoon

32

24

40

4069

70

BAYARD AVE.

I-70

DEPARTMENT OF TRANSPORTATION

STATE OF KANSAS

KANSAS PROJECT

JOHNSON COUNTY

OVERHEAD SIGN TRUSS MODIFICATION

Sign Structure Repair

INDEX OF SHEETS PROJ. NO. 70-105 KA-4528-01

70-105 KA-4528-01 2017 1

Project Location

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

General Notes

Title

20-30

10-19

9

7-8

6

5

4

3

2

1

30

Sheet No. 1

CA

Dconform C

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CADconform Certify This File

Traffic Control

ronalds

Stamp

ronalds

Text Box

May 3, 2017

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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

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

SIGNING INDEX, SYMBOLS, & GENERAL NOTES

RECAPITULATION SHEET

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

Sh. No.

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3

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DETAILS FOR REINFORCED PANELS

DETAILED SIGN SPECIFICATIONS

5-7

8

GENERAL NOTES9

SPAN TYPE ALUMINIUM CONSTRUCTION LAYOUT10

OVERHEAD SIGN STRUCTURE STANDARDS 11-20

TRAFFIC CONTROL21-30

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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


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)

BID ITEMS

SIGNING & DELINEATION

RECAPITULATION OF

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 (4" X 6" STRUCTURAL STEEL)

SIGN POST (3 I 2.25 ALUMINUM)

SIGN POST STUB WITH BREAKAWAY BASE PLATE (W6X9)



SIGN POST BREAKAWAY BASE PLATE (W6X9)



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)



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.

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TRACED

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APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


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

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

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TRACED

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APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


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

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:


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"

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TRACED

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APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


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"


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:


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.

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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


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"


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:

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D.D.G.


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


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.

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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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KA452801P

OS03.d

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File:

Plot

Date:

01-

MA

Y-2017 10:4

4

STATE

KANSAS


SHEETSSHEET NO.

Sheet No.Sheet No.

Co.Proj. No.

2017

General Notes

9

9

CA

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Wyandotte70-105 KA-4528-01

3070-105 KA-4528-01

GENERAL NOTES

913-721-2754. Mr. Wiehe can be reached at 913-721-2960.

Peter Wiehe, Highway Maintenancce Supervisor. Ms. Pope can be reached at

Contact person on this project is Amy Pope, Field Engineering Administrator or

Traffic Control for installation shall be provided by the Contractor.

to this base bid.

All work and materials required to restore the sign structure will be subsidiary

and functional condition under Sign Structure Modification (Sta. 14+730.97).

A bid shall be submitted to restore the truss sign structure to a complete

No ladder shall be installed on the overhead truss.

2015 Standard specifications for State Road & Bridge Construction.

follow the plan sheets and the Kansas Department of Transportation

All work and material required to install the sign structure will

before adding the material.

be the Contractor's responsibility to verify these dimensions

taken from the original plans and shop drawings. It shall

Dimensions: All dimensions for the existing structure are

Maintain the existing 17'-4" min. clearance.

bid item "Sign Structure Modification (Station 14+730.97).

necessary to complete this work shall be paid for as per each

shall remain the property of KDOT. All labor and material

with the walkway beams. All materials not re-used

The existing front walkways shall be removed along

the southwest bolt is bent approximately 3 degrees.

approximately 20 degrees, the southeast bolt is bent 5 degrees and

are bent on the non-median side. The north-east bolt is bent

Three of the anchor bolts at the base of the up station column

Refer to the footing drawing for the north end footing repair.

u-bolts for the sign beams, new hardward for the anchor bolts.

This includes, but is not limited to the upright, saddle castings,

which items need to be replaced to make the structure complete.

The Contractor shall make an inventory of parts and determine


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

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STATE

KANSAS


SHEETSSHEET NO.

Sheet No.Sheet No.

Co.Proj. No.

2017

Wyandotte70-105 KA-4528-01

70-105 KA-4528-01

Scale: 1

" = 5'-

0"

all elevations.

control point for

ñNote: Use this point as a

17'-

4"

Min.

Cl.

ELEVATION

PLAN

ññ(Original Project was designed as a metric project)

(For Information Only)

Sta. 4+490

Constructed under Project No. 635-105 K-4890-01

ññ ORIGINAL DESIGN DATA

ññ

TRUSS

END

SUPPORTS

FOOTINGS

Member 1 Wall Thickness




N=

Left Type

Left

Right

N=

N=

S=

S=

L=

L=

Right Type

X= S= Camber=

ALUMINUM DETAILS

D C

13

2

4

0.250

0.226

0.365

0.237

6'-0•"11…" 1‚"

6'-10†"

29'-7„"

21'-7‡"

5'-5"11'-3…" 8'-6" 3'-7†" 8'-6"

2'-6•"

14'-0" 31'-11"

11'-6‚"

2ƒ"

= 6'-0•"

3'-0‚"

2 @

6'-0•"

2'-2ƒ"

= 6'-0•"

3'-0‚"

2 @

6'-0•"

= 12'-0‡"

4 @ 3'-0‚" 32'-7ƒ"

80'-4†"

Footing Elev. = Footing Elev. = 809.47

Footing Elev. = Footing Elev. = 801.60

23'-3‡"7'-10•"15'-5…"12'-1†"12'-1†"9'-5•"

Elev. = 806.71ñ

10'-

0"

10'-

0"

6'-

6"

80'-4†"

{ Footing

= Sta. 14+730.97

3'-11†" 8 Spaces @ 6'-0•" = 48'-3•" 28'-1…"

3"3"

48'-9…" Walkway

79'-1†" Walkway

Remove Existing Walkway

W.B. I-70 Collect. Dist. Rd.

Construction Layout

Overhead Sign Structure

Span Type - Aluminum

New End SupportExisting End Support

Existing Truss

Existing Serial Number = 105S074

Sheet No. 13

Footing Repair

See North End Support

Sta. 14+730.97

3010

10

CA

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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

CAP: Caps shall be Gustin-Bacon No. 70, or other approved flat

1•" x ‰" bearing bars at 1‰" centers and •" x ‰"

SIGN MOUNTING AND WALKWAY

LADDER

GENERAL

KFH LESChanges to grating note 3-26-96

STANDARD STRUCTURAL SIGN SUPPORTS

SPAN TYPE OVERHEAD

GENERAL NOTES AND SPECIFICATIONS

RDR

LES RDH

BFM DJE

DCD


DATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'D

SL151A-01

CADD

CADD CK.

1

ERECTION AND DEMOLITION

Terry L. Fleck

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

cap. Flat aluminum caps may be used.

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.

Engineer is not required.

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

Signals, 2009 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

6-9-2011

Std.

Base

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STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS

FHWA APPROVAL


DATENO. REVISIONS BY APP'D

SL

Sheet No.

2017

CA

Dconform C

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his File


301170-105 KA-4528-01

11

2'-6"

1'-3" 1'-3"

#4w2

#4w3

sp1

"N"-w1

5'-

0"

3"

4 E

qual Spaces

6"

Spiral Length "S

"

#4w2

O

#4w3

sp1

"N"-w1

2'-6"O

5'-

0"

Layout" for location

See "Construction

3•" conduit

O

3•" conduit

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

Concrete shall be rodded or vibrated. Drilled shafts shall

be cast to neat lines.

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


ELEVATION

SECTION 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

SL151A-03

STATE

KANSAS

PROJECT NO. YEAR

SHEET

NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

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Date:

18" "BC"

"d"2•

"d" Thread

B B

SECTION B-B

Thread

4•

"d"

28 "d"ï 4'-

0"

str

aig

ht rebar "L"

Length of

Highway Signs, Luminaires and Traffic Signals, 2009

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 BOLT DETAIL

plan sheet for anchor bolt "d".

See end support framing

Cl. 4.0(AE) Conc.

Terry L. Fleck

1 5/11/11Update Anchor bolts

Added DIT detail, Update Notes & TLF

KMP

Edition with current interims.

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 BOLTS: Anchor bolts will adhere to KDOT Standard

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

6-9-2011

DIRECT TENSION INDICATOR (DTI)

Hex. Nut

DTI

Washers

Leveling Nut

Anchor Bolt

Base Plate

TYPICAL ANCHOR BOLT AND

Hex. Nut

Leveling Nut

2†

"

3"

DTI

4•

"d"

Washers

to this line

Construct Pedestal

bolts

wire wrapped around

#12 galvanized steel

DETAIL A

Added washer to DTI 2/06/13 KMP TLF2

Sheet No.

2017 1270-105 KA-4528-01

12

CA

Dconform C

ertify T

his File


30

3"

4 E

qual Spaces

6"

#4w2

O

#4w3

sp1

"N"-w1

2'-6"O

5'-

0"

O

2'-

6"

1'-

3"

1'-

3"

#4w3

#4w2

w1

sp1

3'-0"

4'-3" 1'-1•" 1'-1•" 1'-6" 6"

8'-6"

3" Cl.

Typ.

See Detail A

DJE

LES

LES

LRR LRR

LES LES

LRR

SPAN TYPE OVERHEAD

A

A


ELEVATION

PLAN SL151A-03

STATE

KANSAS

PROJECT NO. YEAR

SHEET

NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

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weld.d

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Date:

18" "BC"

1ƒ"

B B

SECTION B-B

Terry L. Fleck

1 5/11/11Update Anchor bolts

Added DIT detail, Update Notes & TLF

KMP

6-9-2011


Hex. Nut

DTI

Washers

Leveling Nut

Base Plate

TYPICAL ANCHOR ROD AND

Added washer to DTI 2/06/13 KMP TLF2

Sheet No.

201770-105 KA-4528-01

before adding the material.

be the Contractor's responsibility to verify these dimensions

taken from the original plans and shop drawings. It shall

Dimensions: All dimensions for the existing structure are

21'-

0"

21'-

6"

3•" conduit

NORTH END SUPPORT FOOTING REPAIR

3•" conduit

Shaft "D

"

Depth of Drille

d

13

13

2'-

0"

GENERAL NOTESAnchor Rod

4'-

1"

7‡

"4

…"

Limits

Concrete Removal

Southwest Anchor Rod

Southeast Anchor Rod

Northeast Anchor Rod

Limits

Concrete Removal

Limits

Concrete RemovalCad-weld (Typ)

in Anchor Rod and

Cut off below bend

EXISTING ANCHOR ROD DETAIL

the bid item Sign Structure Modificaiton (Sta. 14+730.97).

6. All foundation and anchor rod repair will be subsidiary to

waterproofing membrane.

5. Cover the exposed foundation with an approved substructure

concrete surface before adding the new concrete.

4. Apply an approved epoxy bonding agent to the existing

from the foundation.

4. Ensure at least 8" of the new threaded anchor rod extends

on the mechanical splices to attach new 1ƒ" anchor rods.

3. Using material on the KDOT prequalified list - Cadweld

rods.

bent anchor rods. Cut off the bent portion of the anchor

2. Chip down and remove 2'-0" of concrete around the

not replace.

1. Remove the existing grout under all base plates. Do

5 degrees and the south west is bent 3 degrees.

bolt is bent approximately 20 degrees, southeast is bent

column are bent on the non median side. The north-east

Three of the anchor bolts at the base of the up-station

CA

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30

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

Alum. Nut

7"

Min.

10"

Max.

…"

Min.

…" Min.

…" Min. …" Min.

5ƒ" Max.

4" Min.

1•

"

•"

6'-0"

Cap

6'-

0"

8"

8'-

0•

"

"L"

"S"

1•" 1"

Toward

6'-0"

1'-

6•

"

Cover Plate

0.125" min.

thickness

(B209-1100-0)

Fasten cover with

round head screws

Signs

4 drilled holes ‚" larger

Ground Rod ƒ"Ox10'-0"

"d" +‚"

Section A-A

1'-5•" Dia.‡" O holes

5•"

{ Splice

B211-6061-T6 ‚" O

•" O -13NC

‡" O holes

See End Support

See End Support

Joint Details

Joint Details

Splice � with

"N" Spaces at "S

"

6"

1'-

6 •

"

1" Thread

1" I.D. Pipe

(Optional)

•" Plate

DJE

LES RDH

DDP

BFM

RDH

HALF J3 �

END SUPPORT BASE DETAIL

END SUPPORT SPLICE DETAIL

SPLICE PLATE DETAILS

GROUNDING DETAILS

HANDHOLE DETAIL

ELEVATION

PLAN

SPAN TYPE OVERHEAD


ALUMINUM END SUPPORT FRAMING PLAN

AND SPLICE DETAILS

SPLICE FLANGE PLATE

SL151B-01

A

A

A

A

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

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Date:

Wd1

•"

ƒ"

ƒ"

ƒ"

‚Min.

‰"

Wd2

1

1

1ƒ"

Member

wall thickness

Fillet Weld

size Wd2

L

"t"

1

Member 1 is 10.75" 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"

#6 AWG Solid Bare

Copper Ground Wire

Transformer Tank

Grounding Terminal,

plated for use with

aluminum

Facing Signs

2

2

2

2

1

The bottom of the end supports shall be given a

heavy coating of an approved insulating material

to provide complete insulation between the aluminum

and the concrete.

Typ. Stiffener

Special Stiffener

2Note: diagonal will always

start from top of End Support

as shown.

Note: The net area of the handhole frame

bar shall not be less than 60 percent of

pole section removed. The pole section

properties shall be maintained at the

handhole. The frame may be built from a

B209-6061-T6 bar or a casting conforming

to B26-356-T6.

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".

Handhole See "Construction

Layout" for location

Erection �

(if needed)

Plates

Splice Flange

& DTI's

nuts, washers

16-1" ô HS bolts,

nuts, washers & DTI's

Terry L. Fleck

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,

6-9-2011

Washers

Bolt Head

Nut

DTI

2 2/06/13 KMP TLFMove DTI under Bolt Head

Sheet No.

2017 1470-105 KA-4528-01

14

CA

Dconform C

ertify T

his File


30

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


SPAN TYPE OVERHEAD

ALUMINUM END SUPPORT

SL151B-02

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-02.d

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nPlot

Locatio

n:

Plot

Date:

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

Wd3

•"

•"

•"

assembly

for bolting

See SL151B-01

Terry L. Fleck

1 5/11/11 KMP TLFDTI note about bolt assembly

1' -10"

6-9-2011

Sheet No.

2017

CA

Dconform C

ertify T

his File


301570-105 KA-4528-01

15

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


SECTION A-A SECTION B-B SECTION C-C SL151B-03

ELEVATION

PLAN

A

A B

C

C

(Left End Shown)

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-03.d

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Date:

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


"N","S","L" and "X" dimensions.

Note:

1 1

1 1

2 2

Cap End of Truss

See End of Truss

Joint Details


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


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


301670-105 KA-4528-01

16

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


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


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


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-04.d

gn

01-

MA

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Plot

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


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


301770-105 KA-4528-01

17

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


SPAN TYPE OVERHEAD

ALUMINUM TRUSS

JOINT DETAILS

DJE

DCD

DDP

RDH RDH

BFM

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-05.d

gn

01-

MA

Y-2017 10:4

5

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By:

File:

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n:

Plot

Date:

Member

wall thickness

Fillet Weld

size Wd3

0.120"

0.226"

0.318"

‚"

…"

•"


2

See "Construction Layout"

‹"

Wd3

Wd3

‹"

Typ.

Terry L. Fleck6-9-2011

Sheet No.

2017

CA

Dconform C

ertify T

his File


301870-105 KA-4528-01

18

Note: The type of pipe coupling used shall be

for approval.

shown on the shop details submitted

6"

4"

"B"

"A"

"C"

Pipe Coupling

Erection

� 1"x•"x2"

1'-

6•

"

Bolts shall be ASTM A183 with Heavy Hex Nuts.

roller

steel rod

•" ID Spacer

ˆ" Cl.

Steel Wedge to hold

rollers to inside

‡" flat

head rivet

Length of Truss { Support to { Support Minimum 3 Panels per Section

Camber

Secondary Member

{ Top End Support•" �

End Support

End Support

Truss

Truss

Truss

End Support

(Showing Camber Method Type 2)

SL151B-06.d

gn

PIPE COUPLING PHYSICAL CHARACTERISTICS

Coupling Dim. Coupling Bolts

Coupling

Coupling

Weight

Rollers per

8.625"

10.750"

14" 5" 10Œ"

16•" 5" 12•"

Diameter

4

4

‡"x5"

‡"x5"

sizeQty.

24

32

Pipe

"A" "B" "C"

38.0 lbs.

44.0 lbs.End Support

Truss

DJE

LES RDH

DDP BFM

RDH

8-17-93

PLAN

AA

END ELEVATION

SECTION A-A

SIDE ELEVATION

ASSEMBLED CONNECTION END VIEW

TRUSS CAMBER

GENERAL NOTES

TYPICAL SPLICE

SL151B-06

STATE

KANSAS


NO.

TOTAL

SHEETS

KANSAS DEPARTMENT OF TRANSPORTATIONDATE REVISIONS BY APP'DNO.

DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

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TRUSS TO END SUPPORT CONNECTION

SPAN TYPE OVERHEAD ALUMINUM TRUSS

AND CAMBER DETAILS

‚

Replace every other factory roller (alternating sides)

with a threaded rod. The threaded rod shall be 0.750"

(� 0.020") long by 0.5625" (+0.015" or -0.005") outside

stainless steel rod (ASTM A320).

TRUSS TO END SUPPORT CONNECTION: Use cast pipe

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

BOLT TORQUE: The torque on the coupling bolts shall be

300 ft.-lbs. using the calibrated wrench method.

diameter hardened threaded (18NF Class 1A) Œ"

CAMBER: Camber as given on the "Construction Layout" sheet,

couplings equipped with serrated rollers, with housings

drilled and spot faced for rivet swivel. All factory rollers,

not the threaded rods, shall be wedged to the inside edge,

as shown, to prevent movement between the coupling and

the aluminum tube. The housings shall conform to ASTM

A47 grade 32510 or 35018 or to ASTM A536 grade

The rivets shall conform to ASTM A502 grade 2.

604510 and shall be galvanized according to ASTM A123.

(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).

Terry L. Fleck

Sheet No.

2017

CA

Dconform C

ertify T

his File


301970-105 KA-4528-01

19

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


WALKWAY DETAILS

ALUMINUM SIGN MOUNTING AND

SPAN TYPE OVERHEAD

SL151B-08

vert. cl.

17'-

4"

min.

STATE

KANSAS


NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

51b-08.d

gn

01-

MA

Y-2017 10:4

5

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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

Stan

dards

SL15

1B-08 and

SL15

1B-09

1 5/11/11exterior grate taken off

SL151b-08 & SL151b-09 combined KMP TLF

CA

Dconform C

ertify T

his File

CADconform Certify This File Sheet No.

2017 302070-105 KA-4528-01

20

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017 0

9:2

9

Traffic

APP'D

DETAILED DETAIL CK.DESIGNED DESIGN CK.

KANSAS


SHEETSSHEET NO.


Sh. No.

201770-105 KA-4528-01

NOT TO SCALE

TYPE A LOW INTENSITY WARNING LIGHT

TYPE III BARRICADES

EXISTING

ENGINEER.

UNLESS OTHERWISE DIRECTED BY THE

JUNCTIONS SHALL REMAIN IN PLACE

EXISTING SIGNS NOT SHOWN AT THESE

REMOVED.

THE DETOUR ROUTE SHALL BE COVERED OR

ALL CONFLICTING ROUTE MARKERS ALONG

SHEET 1 OF 2

1 8/2/11

J.A.M.


Current Release K.P.

TRAFFIC CONTROL

EXIT 418 & EXIT 4

I-70/KTA & I-635 INTERCHANGE

KD

OT G

raphics C

ertified


30

21

21

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ka452801cdt-02.d

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017 0

9:3

0

Traffic

APP'D

DETAILED DETAIL CK.DESIGNED DESIGN CK.

KANSAS


SHEETSSHEET NO.


Sh. No.

201770-105 KA-4528-01

NOT TO SCALE

TYPE A LOW INTENSITY WARNING LIGHT

TYPE III BARRICADES

EXISTING

ENGINEER.

UNLESS OTHERWISE DIRECTED BY THE

JUNCTIONS SHALL REMAIN IN PLACE

EXISTING SIGNS NOT SHOWN AT THESE

REMOVED.

THE DETOUR ROUTE SHALL BE COVERED OR

ALL CONFLICTING ROUTE MARKERS ALONG

SHEET 2 OF 2

1 8/2/11

J.A.M.


Current Release K.P.

TRAFFIC CONTROL

EXIT 417

I-70/KTA & 57TH ST. INTERCHANGE

KD

OT G

raphics C

ertified


30

22

22

Sh. No.

201770-105 KA-4528-01

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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9:3

0

Traffic

3

2

1 08/18/15

K.E.

R.W.B.


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


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

or between 8 pm and 5 am.

1) Lane closures will only be allowed between 9 am and 3:30 pm

KD

OT G

raphics C

ertified


3023

23

prior to this work.

of the structure. Message boards should be placed 5 days

allowed between 10 pm and 5 am to allow for the placement

2) A full closure of the collector distributor road will be

PROJECT SPECIFIC NOTES

Sh. No.

201770-105 KA-4528-01 3024

24

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Traffic

3

2

1


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


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


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 OPEN48"X 30"

R11-2

48"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.

201770-105 KA-4528-01 3025

25

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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


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


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

Sh. No.

201770-105 KA-4528-01 3026

26

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


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)


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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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE710 06/01/15

R.W.B.

R.W.B.

Kristina Pyle

SIGN INFORMATION

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


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.

201770-105 KA-4528-01 3027

27

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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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE712 06/01/15

B.A.H.

R.W.B.

Kristina Pyle

SIGN POSTS

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


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.

201770-105 KA-4528-01 3028

28

(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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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE722 06/01/15

L.E.R.

R.W.B.

Kristina Ericksen

DIVIDED HIGHWAY

SHOULDER WORK

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


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.

201770-105 KA-4528-01 3029

29

(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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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


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


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

Recapitulation Of Quantities

Work Zone Sign (Special)

Work Zone Signs

Lighted Devices

0-9.25

W20-1

W20-5

W3-5

R4-1

KM4-20

R2-1

KG20-2

M4-8

M(I)4-5

M1-1

D3-1

M(I)6-1

M(I)6-2

M(I)6-3

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

2

2

2

2

3

2

5

5

4

5

2

1

2

6

Channelizing Devices

Fixed Portable

Barricades

1

1

410

150

80

30

750

20

20

Sh. No.

201770-105 KA-4528-01

Sta./Line

Flexible Raised Pavement Marker (4" Broken (8.0'))

W20-7 2

W4-2

2

1

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

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te795.d

gn

01-M

AY-2

017 0

9:3

0

Traffic

3

2

1


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE795 06/01/15

B.A.H.

R.W.B.

Kristina Ericksen

RECAPITULATION OF QUANTITIES

SUMMARY OF DEVICES

TRAFFIC CONTROL

2 50

Rigid Raised Pavement Marker (Type I)

Rigid Raised Pavement Marker (Type II)

3030

30

90

KD

OT G

raphics C

ertified


DEPARTMENT OF TRANSPORTATION OVERHEAD SIGN … · mount on psst post with coupler ... or do not...

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Transcript of DEPARTMENT OF TRANSPORTATION OVERHEAD SIGN … · mount on psst post with coupler ... or do not...