CANTILEVER REPLACEMENT - kdotapp.ksdot.org · mount on psst post with coupler and footing ... or do...

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Date:

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STATE

KANSAS

PROJECT NO. YEAR

TOTAL

SHEETSSHEET NO.

DEPARTMENT OF TRANSPORTATION

STATE OF KANSAS

KANSAS PROJECT

JOHNSON COUNTY

PROJ. NO. 435-105 KA-4787-01

I-435

CANTILEVER REPLACEMENT

POP. 7118

POP. 3554

B.N.

Bonner Springs7

2440

32

70

435

Edwardsville

2019

435-105 KA-4787-01

Sheet No.Sheet No.

Cantilever

Project Location

1

1

Traffic Control

Sign Structure Replacement

17

See Sheet 3 for the Sheet Index

construction using existing lanes

Traffic is to be carried through

CA

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CADconform Certify This File

REVIEWED FOR GENERAL COMPLIANCEWITH PLANS AND SPECIFICATIONS ONLYDETAIL DIMENSIONS NOT CHECKED

RECOMMENDED FOR APPROVAL

Chief of Bureau of Structuresand Geotechnical Services

APPROVED

Deputy Secretary andState Transportation Engineer

Oct 01, 2018

Kansas Turnpike AuthorityKansas Turnpike Authority

KANSAS DEPARTMENT OF TRANSPORTATION

SHEETS

TOTALSHEET NO.

KANSAS

STATE YEAR

Signature Seal Sheet

PROJECT N0.

RD048

Name:

Co. Name:

Plan Section:

435-105 KA-4787-01 22019

CA

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D

ESNECI

L

SASNA

K

17957

NO

SRETEP .S.M

N

ER

AK

RE

E

NIGNE LANOIS

SE

F

OR

P

Sep 19, 2018

1-17

KDOT - BSGS

Karen Peterson

REMOVE SIGN

REMOVE POST

REMOVE FOOTING

REMOVE SIGN & POST

REMOVE POST & FOOTING

REMOVE SIGN, POST, & FOOTING

MOUNT ON WOOD POST IN CONCRETE FOOTING

MOUNT ON WOOD POST IN SOIL

MOUNT ON STEEL BEAM BREAKAWAY POST

MOUNT ON STEEL U-POST

MOUNT ON EXISTING POST

MOUNT ON VERTICAL SUPPORT

SHOULDER MOUNTED INSTALLATION

OFFSET MOUNTED INSTALLATION

EXISTING SIGN

EXISTING SIGN TO BE OVERLAID

TYPE 'A' DELINEATOR (RIGID)

SIGN IS NOT PART OF PROJECT

TYPE 'B' DELINEATOR (RIGID)

TYPE 'A' DELINEATOR (FLEXIBLE)

TYPE 'B' DELINEATOR (FLEXIBLE)

TYPE 2 OBJECT MARKER

TYPE 3 OBJECT MARKER

SYMBOL KEY

POST SPACING & SIGN ANGLE DETAILS

HEIGHT & LATERAL DISTANCE FOR ERECTION

DETAILS FOR PROCESSED SIGNS

DETAILED SIGN SPECIFICATIONS

MOUNTING OF FLAT SHEET SIGNS ON STEEL I-BEAM POSTS

SIGNING INDEX, SYMBOLS, & GENERAL NOTES

PLAN SHEETS (REMOVALS)

POSITIONING OF DELINEATORS AND OBJECT MARKERS (TYPE 2& 3)

DESIGN & MOUNTING DETAILS FOR OBJECT MARKERS (TYPE 2 & 3)

DESIGN & MOUNTING DETAILS FOR DELINEATORS

RECAPITULATION SHEET

QUANTITIES SHEETS (INSTALLATIONS)

QUANTITIES SHEET (DELINEATORS & OBJECT MARKERS)

STANDARD STRUCTURAL SIGN SUPPORTS (WOOD & STEEL POSTS)

MOUNTING OF SIGNS ON WOOD POSTS

DETAILS FOR FLAT SHEET SIGN BLANKS

DETAILS FOR GUIDE SIGN LEGEND

DETAILS FOR GUIDE SIGNS

PLAN SHEETS (INSTALLATIONS)

DETAILS FOR REINFORCED PANELS

MOUNTING OF REINFORCED PANEL SIGNS ON I-BEAM POSTS

INDEX OF SHEETSGENERAL NOTES

MOUNT ON PSST POST WITH COUPLER

MOUNT ON PSST POST WITH COUPLER AND FOOTING

MOUNT ON PSST POST

PROVISIONS.

ROAD AND BRIDGE CONSTRUCTION (2015 EDITION) AND SPECIAL

WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR STATE

THE MATERIALS AND FABRICATION FOR SIGNING AND DELINEATION

PRIOR TO THE PLAQUE BECOMING THE PROPERTY OF KDOT.

REPLACEMENT COST FOR ANY DAMAGE TO A BUSINESS LOGO PLAQUE

THE PROPERTY OF KDOT. THE CONTRACTOR WILL BE ASSESSED A

LOCATION DETERMINED BY KDOT, AT WHICH TIME THE PLAQUES BECOME

HAVE THE BUSINESS LOGO PLAQUES REMOVED AND TRANSPORTED TO

SPECIFIC SERVICE, LOGO, SIGNS THAT ARE TO BE REMOVED SHALL

THE SIGN IS INSTALLED.

FIELD MODIFICATIONS TO THE MOUNTING BOLT PRIOR TO OR AFTER

BEYOND THE SIGN POST. THE CONTRACTOR SHALL NOT MAKE ANY

LENGTH THAT DOES NOT EXTEND MORE THAN A NOMINAL 1 INCH

THE CONTRACTOR SHALL PROVIDE MOUNTING BOLTS THAT ARE OF A

OF A NEW SIGN.

THE REMOVAL AND REPLACEMENT OF A SIGN, OR THE INSTALLATION

SPECIFICATIONS AFTER THE REMOVAL AND RESETTING OF A SIGN,

COMPACTION OF THE BACKFILL SOIL SHALL COMPLY WITH THE

AN EXISTING SIGN POST INSTALLATION SHALL BE PLUMB AND THE

REMOVING OR INSTALLING SIGNS OR SIGN SUPPORTS.

SHALL EXERCISE CARE WHEN WORKING AROUND SHRUBBERY WHILE

DAMAGE TO THE SIGNS, SUPPORTS, OR FOOTINGS. THE CONTRACTOR

THAT ARE TO REMAIN AND WILL BE HELD RESPONSIBLE FOR ANY

EXERCISE CAUTION WHEN WORKING AROUND ANY EXISTING SIGNS

THE ERECTION OF THE SIGN SUPPORT. THE CONTRACTOR SHALL

EXCAVATION, DRILLING, OR DRIVING THE SUPPORT FOOTING AND

THE INSTALLATION OF SIGN SUPPORTS SHALL INCLUDE THE

BE HELD RESPONSIBLE FOR ANY DAMAGE INCURRED TO THE SYSTEM.

UTILITIES EXIST, EITHER UNDERGROUND OR OVERHEAD, AND WILL

INSTALLING SIGN SUPPORTS IN AND AROUND AREAS WHERE

THE CONTRACTOR SHALL EXERCISE CAUTION AT ALL TIMES WHEN

OR AS DETERMINED BY THE ENGINEER.

STANDARDS ARE TO BE REMOVED WHEN THE PROJECT IS COMPLETED

REMOVED, OR DO NOT FOLLOW THE CURRENT MUTCD SIGNING

APPLICABLE. THE EXISTING SIGNS THAT ARE BEING REPLACED,

THE EXISTING SIGNS ARE REMOVED OR THE NEW SIGNING IS

WITH EXISTING SIGNING ARE TO BE COMPLETELY COVERED UNTIL

NEW SIGNS ERECTED ON THE PROJECT WHICH ARE IN CONFLICT

TIME.

OF CONSTRUCTION MAY PROCEED AND BE COMPLETED AT THE SAME

SEQUENCED WITH ANY OTHER CONTRACT WORK SUCH THAT THE PHASES

TRAFFIC SERVICE, THE SIGNING AND DELINEATOR WORK SHALL BE

IN ORDER TO EXPEDITE THE COMPLETION OF THE PROJECT FOR

SUMMARY SHEET (INSTALLATIONS & REMOVALS)

SUMMARY SHEET (REMOVAL & RESET)


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D.B.

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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.

TE402 7/23/2010

D.D.G.

S.A.B. D.D.G.

W.S.B.

Steven A. Buckley

Changed General Notes and Spec Book Date

AND INDEX

GENERAL NOTES

SIGNING SYMBOL KEY

7/1/03

Sh. No.

2019435-105 KA-4787-01 3

3

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SIGN AND SEAL2

3

4

5

6

7

CANTILEVER CONSTRUCTION LAYOUT8

GENERAL NOTES AND SPECIFICATIONS 9

DRILLED SHAFT FOOTING10

CANTILEVER UNIFORM TUBE STANDARDS11-12

TRAFFIC CONTROL PLAN SHEET

TRAFFIC CONTROL GENERAL NOTES

CHANNELIZING DEVICES

SHOULDER WORK

RECAPITULATION TRAFFIC CONTROL QUANTITIES

13

14

15

16

17

17

FOR DETAILED SPECIFICATIONS.

SEE STANDARD PLAN SHEET TE590NOTE:CENTERLINE LOCATION LATERAL POSITION

L - LEFT OF CENTERLINE

R - RIGHT OF CENTERLINE

C - ON THE CENTERLINE

S - SHOULDER MOUNT

O - OFFSET MOUNT

G - GORE MOUNT

M - MEDIAN MOUNT

QUANTITIES SHEET

SIGNS, POSTS, & FOOTINGS TO BE INSTALLED ON PROJECT

OV

ER

HE

AD

CA

NTILE

VE

R

BU

TT

ER

FL

Y

BRID

GE M

OU

NT

MA

ST A

RM

VE

RT.

SU

PP

OR

T

FL

AT S

HE

ET

OV

ER

LA

Y

2 L

B P

ER F

T

3 L

B P

ER F

T

A36 S

TE

EL

A36 S

TE

EL

A36 S

TE

EL

PO

ST

FO

OTIN

G

PO

ST

FO

OTIN

G

PO

ST

FO

OTIN

G

PO

ST

FO

OTIN

G

CO

UP

LE

R

4" X 6" POSTSTYPE OF SIGN

WOOD STEEL

U-POSTS GALVANIZED STEEL BEAM POSTS PERFORATED SQUARE STEEL TUBE (PSST) POSTS CONCRETE FOOTINGS

W6x9 W10x12 W10x22 1 3/4" 2" 2 1/4" 2 1/2" STEEL BEAM POST

A36

NU

MB

ER

PL

AN S

HE

ET

NU

MB

ER

PL

AN S

TA

TIO

N

/ L

AT

ER

AL P

OSITIO

N

(C

L) L

OC

ATIO

N

SH

EE

T N

UM

BE

R

SIG

N L

AY

OU

T

DESIGNATION

SIGN

SIZE

SIGN

BE

AM

3I2.2

5 A

LU

MIN

UM

SIG

N D

ESIG

NA

TIO

N

MO

UN

T A

BO

VE

PA

NE

L

REIN

FO

RC

ED

SIG

N

FL

AT S

HE

ET

PA

NE

L SIG

N

REIN

FO

RC

ED

TU

BIN

G

ST

RU

CT

UR

AL

(A

LT)

A572 S

TE

EL

(A

LT)

A572 S

TE

EL

(A

LT)

A572 S

TE

EL

DIA.

18"

DIA.

24"

DIA.

30"

DIA.

24"

DIA.

30"

PO

ST

WO

OD

A572 (ALT)

OR SUPPORT MOUNT

TYPE OF SIGN STRUCTURE

FO

OTIN

G

CO

UP

LE

R &

Sh. No. 4

KD

OT G

raphics C

ertified

KDOT Graphics Certified 07-17-2018

8 1EXISTING

2019435-105 KA-4787-01 174KANSAS

STATE PROJECT NO. YEAR SHEET NO.SHEETS

TOTAL

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D.B.

D.D.G.


Added Coupler and Coupler/Footing Quantity

7/1/03 TE430 D.D.G.

K.S.

S.A.B.

7/23/2010

D.D.G. B.B.

Steven A. Buckley

QUANTITIES

QUAN. CK.

APP'D

TRACED

TRACE CK.

DESIGNED

DESIGN CK.

FHWA APPROVAL

DETAILED

DETAIL CK. CA

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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.

2019


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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

435-105 KA-4787-01 5

5

KD

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ertified


1 Each

Mobilization Lump Sum L.S.

17

Removal of Existing Structure Lump Sum L.S.

CA

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Cantilever Sign Structure (25.1'-30.0')(Steel)

Contractor Construction Staking Lump Sum L.S.

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.

2019 17


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TRACED

TRACE CK.

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

KD

OT G

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ertified


435-105 KA-4787-01 6

6

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.

2019 17


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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

KD

OT G

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ertified


435-105 KA-4787-01 7

7

Sheet No.Sheet No.

Co.Proj. No.

2019 8

8

CANTILEVER SIGN SUPPORT DETAILS

Design Number "X" Arm Length "N" "C" Footing

7 22'-0" 30'-0" 4 J‘"

Serial Number = 105S0304Min.

Cl.

17'-

4"

6'-6"

ELEVATION

PLAN

3 spa @ 5'-0"1'-6" 4'-6" 1'-6"

I-435 NB

Construction Layout

Cantilever Type

Wyandotte435-105 KA-4787-01

435-105 KA-4787-01


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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Date:

19-S

EP-2018 09:0

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STATE

KANSAS

PROJECT NO. YEAR

TOTAL

SHEETSSHEET NO.

= 15'-0"

6'-6"

22'-6"

10'-

0"

2'-

6"

Scale: 1" = 5'-

0"

(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 all elevations.

control point for

ñNote: Use this point as a Assumed Elev. = 100.00Footing Elev. = Footing Elev. = 98.83

Assumed

GENERAL NOTES

min

1' -0"

20' -0"

14'-0" Lane 10'-0" Sho.

ñ

Footing 105S0169

Existing Cantilever

Sta. 105S0304

{ New Footing

Constructed under Project No. 435-105 I-435-3(292)213

K-0994-02

Sta. 539+94

(For Information Only)

Signs erected under Project 106 K5925-13

Place new structure 20'-0" south of existing structure 105S0169 footing. ññ

Re-use existing sign panels. All sign hardware and sign beams to be new.

17

ORIGINAL DESIGN DATA for 105S0169

Re-use the existing W13-3 sign from the existing upright with new sign hardware.

Coordinate obtaining the existing sign from the KDOT Contact persons on this job.

913-942-3040.

Pope, P.E. Field Engineering Administrator. They can be reached at

Contact persons on this project are Joel Smith, Construction Engineer or Amy

The Contractor must coodinate with KDOT - District 1, Area 3.

Traffic Control for installation and removal will be provided by the Contrator.

grade area to allow for drainage.

Remove the existing cantilever upright and footing to two feet below the groundline,

structure will be subsidiary to this bid item.

(25.1'-30.0')(Steel). All work and materials required to construct the sign

A bid shall be submitted to build the Cantilever under Cantilever Sign Structure

Specificaitons for State Road and Bridge Construction.

plan sheets and the Kansas Department of Transportation 2015 Standard

All work and material required to construct the sign structure will follow the

To be Used

Existing Sign

To be Used

Existing Sign

CA

Dconform C

ertify T

his File


ññ

DIMENSIONAL TOLERANCE: All material, in addition to

DESIGN: AASHTO Standard Specifications for Structural

STEEL TUBE: Tubes shall conform to ASTM A500.

STRUCTURAL STEEL: All shapes, bars and plates shall conform

WELDING: All welding shall conform to the "Standard

PIPE: Steel pipe for poles and arms shall conform to ASTM

Supports for Highway Signs, Luminaires and Traffic

to ASTM A709 Grade 36.

+/-2%.

shall not vary from the plan dimensions by more than

conforming to the appropriate ASTM requirements listed,

the latest edition of American Welding Society Specification

Specifications for State Road and Bridge Construction" and

D1.1 Structural Welding Code D1.1-Steel. Only electrode filler

GALVANIZING: All material shall be hot-dip galvanized according

Any damage to the coating shall be repaired after erection.

to ASTM A123, after fabrication, unless otherwise noted.

3-26-96

LES

KFH Changes to grating note

LES

DJE BFM

RDH

STANDARD STRUCTURAL SIGN SUPPORTS

CANTILEVER TYPE

GENERAL NOTES AND SPECIFICATIONS

CANTILEVER AND BUTTERFLY TYPE OVERHEAD

SL152A-01

STATE

KANSAS

PROJECT NO. YEAR

SHEET

NO.

TOTAL

SHEETS


DATE 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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Plot

Locatio

n:

Plot

Date:

SIGN MOUNTING

ERECTION AND DEMOLITION PLANS

metal, Grade 70 shall be used.

may be clipped.

with respect to a plane normal to the bolt axis. Beveled washers

be used where bearing faces have a slope of more than 1:20

single self-locking nuts or double nuts. Beveled washers shall

bolts may be used in lieu of coated bolts. Bolts shall have

and Bridge Construction" and shall be coated. Stainless steel

grade A and to the "Standard Specifications for State Road

bolts, nuts with lockwashers and shall conform to ASTM A307

fasteners necessary for sign mountings shall be regular hex

shall be used under the turned element. All miscellaneous

the requirements of ASTM A153, Class C. One washer

to ASTM A325 and shall be hot-dip galvanized to meet

BOLTS: All high strength bolts, nuts, and washers shall conform

A53, Type E or S, Grade B. No pipe may be spliced.

Terry L. Fleck

the drawings have been approved by the Engineer.

his drawings, for shop fit-ups and field connections, after

The contrator shall be responsible for the correctness of

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

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

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

1

2 TLFKMP

Signals, 2013 Edition with current interims.

Updated notes and added notes5/11/11

6-9-2011

3 2/14/13 KMP TLFAdded DTI note

Sheet No.

2019

1" of the plan dimensions and located within 2" of the plan elevation.

DRILLED SHAFTS: The top of drilled shafts shall be located within

035-87 T-0013-05

UNIFORM TUBE

CA

Dconform C

ertify T

his File


Installation will adhere to the KDOT Standard Specifications.

edition of ASTM F959 for the ASTM 325 bolts.

DTIs are to comply with the requirements of the latest

Load, as shown in the table.

complies with the DTI Acceptable Range of Compression

edition of ASTM F2437 with a compression load that

are to comply with the requirements of the latest

DIRECT TENSION INDICATORS: DTIs for the anchor rods

GFK

LES

LES

LRR LRR

LES

LRR

LES

CANTILEVER AND BUTTERFLY TYPE

STANDARD STRUCTURAL SIGN SUPPORTS

OPTIONAL DRILLED SHAFT FOOTING DETAILS

SL152A-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

52a-03.d

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19-S

EP-2018 09:0

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By:

File:

Brid

ge Desig

nPlot

Locatio

n:

Plot

Date:

Terry L. Fleck

1 5/11/11 KMP TLFUpdated notes and add DTI info

6-9-2011

Added washer to DTI2/06/13 2 KMP TLF

Sheet No.

JPJKMPAdded Note for Foundation9/06/16 3

2019035-87 T-0013-05

6" Pitch

3 Spiral

spacer bars

EXCAVATION: Footing holes shall be carefully drilled to the

PAYMENT: The cost of all material and labor needed to

EXISTING FACILITIES: Any existing facilities (i.e., curb and

N-#11 c1 bars

See Detail "A"

3'-0"

Depth

3"

Cl.

3"

Cl.

N-#11 c1 bars

•" s1 SpiralO

(Showing Reinforcing)

111111

111

111111

111

1'-

0" to be

for

med

Excavate and cast

to neat lines

{ Footing

3'-0" 3'-0"

Level Level

Original

Ground Line

Type Depth "L" Concrete

Reinforcing Steel Class |||

Excavation

A

B

C

D

E

F

G

H & I

J

9'-0"

10'-0"

11'-0"

12'-0"

13'-0"

14'-0"

15'-0"

16'-0"

17'-0"

8'-6"

9'-6"

10'-6"

11'-6"

12'-6"

13'-6"

14'-6"

15'-6"

16'-6"

Dimension

Design No.Bolt

CircleA B C

Spiral

Dia.N

"CL"

CL

Finished

Ground Line

Cu. Yds.Lbs.Cu. Yds.

1.8

2.1

2.4

2.6

2.9

3.1

3.4

3.7

3.9

620

690

760

830

900

970

1040

1120

1190

2.4

2.6

2.9

3.1

3.4

3.7

3.9

4.2

4.5

"C"

"A"

4"

"B"

REINFORCING: All dimensions relative to reinforcing steel are

to center line of bar unless otherwise noted.

required size at the proper location. All excavation shall

uncompacted material from the bottom of the hole.

be disposed of within the right-of-way in such a manner

approved by the Engineer. Immediately before placing any

concrete, the Contractor shall remove all loose and

BACKFILL: All soil used for backfilling of footing excavation

shall be thoroughly compacted as it is placed. The backfill

shall be brought up to the finished ground line adjacent to

the footing.

construct its footing shall be included in the unit price bid

for each Cantilever and Butterfly Type Overhead Sign

Structure.

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.

CASING: To prevent the collapse of the excavations, drilled

shafts shall require temporary casing unless exempted by

the Engineer.

as to blend uniformly with the existing surface and as

BENDING DIAGRAM

GENERAL NOTES

SECTION A-A

ELEVATION

SECTION IN PLACE

All dimensions are out to out of bars.

L

L

Spiral

Dia.

(top & bottom)

1• Complete turns

c1s1

A A

Galvaniz

ed Length

Grade 4.0

Gñ

ñ Galvanizing Length

4.0 ksi or greater.

until a test cylinder achieves a compressive strength of

STRENGTH: The curing time shall be a minimum of 15 days or

Leveling Nut

"B"

DETAIL A

WashersDTI

Hex. Nut

according to Drilled Shaft (Special).

FOUNDATION: When Drilled Shafts are specified construct

à

(typ. around entire premier of shaft)

à MIn. 1' -0" above groundline

anchor rods.

anchor rod template for placement of

The contractor shall furnish an

bottom of rod.

and washer on

Install one nut

ANCHOR ROD DETAILS

(8 per Structure)

Signals, 2013 Edition.

Supports for Highway Signs, Luminaires and Traffic

LOADING: AASHTO Standard Specifications for Structural

Refer to Drilled Shaft (Special) Specification.

Bevel all exposed edges with a 3#4" triangular molding.

footing from the top to one foot below ground as shown.

CONCRETE: Use Grade 4.0 concrete throughout. Form the

and the latest edition of the American Welding Society.

"Standard Specifications for State Road and Bridge Construction

cut threads are not permitted. Welding shall conform to the

Specification Section 1600 (Grade 55) with the following exception:

ANCHOR RODS: Anchor rods will adhere to KDOT Standard

8'-6" 1ƒ" 11 59.6 to 65.9

DTI Acceptable Range of Compression Loadí

í

as shown in the table.

with the DTI Acceptable Range of Compression Load,

ASTM F2437 with a compression load that complies

with the requirements of the latest edition of

DIRECT TENSION INDICATORS: DTIs are to comply

estimating purposes only.

Note: Quantities shown are for

5"

PLATE WASHER

†" Bar

2•

"

(Galvanized ASTM A709 Gr.50)

2•

"

ô = "d" + ˆ

DIRECT TENSION INDICATOR (DTI)

Hex. Nut

DTI

Base Plate

Leveling Nut

Hardened Washer

BASE ð, ANCHOR ROD, ð WASHER AND

ð washer

ð washer

Anchor Rod

25.5 11Ž" 3•" 2' -5" 1' -5Ž"

Design# 7

(Kips)

DTI

7 & 8

Pole Dimension Arm Dimension A T1DimensionDesign T2 T3 G E H J Bolt Size

Arm length

"N" spaces @ 7'-0" 1'-0"

"A"

"X"

Pole le

ngth

11 Ga. (Typ.)

End Plate

See Detail A

12

"C"

See Detail D

See Detail B

See Detail C

3"x3"x…"�

Varies

MAG

DJE

LES

MAG

CAMBER DIAGRAM

ELEVATION

STIFFENED STRUCTURAL SIGN SUPPORTS

CANTILEVER TYPE OVERHEAD

STEEL SUPPORT DETAILS

UNIFORM TUBE ALTERNATE

Note: See "Construction Layout" sheet for "X", "N", "C",

"Arm Length" and "Design No."

gage = 1•"

Arm

Arm

gage = 1•"

"A"

See Ste

el Support

Details

2- …" O U-bolts

2- …" O U-bolts

C

…"x2•" for "A" = 4'-0"

1•

" min.

1•

" min.

S5 x 10 for "A" = 6'-0"

S3x7.5+�

Option 1

Extruded Sign Panel

Height + 1'-8•".

Note: L of sign is ("A"/2)+6" above

Cthe lower arm L.

S4x9.5 Length = Sign

Arm

"A"

See Ste

el Support

Details

•" O

U-Bolt

…" x 2" bar

Z4x8.2

& ‚" thick clevis

‚

‚

4°

Option 2

Note: L of sign is ("A"/2)+6" aboveC

Cthe lower arm L.

Z4x8.2 Length = Sign Height

†" O x 2•" bolt, nut & washer

†" O eye bolt, two nuts & washer

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

52c-03.d

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By:

File:

Plot

Locatio

n:

Plot

Date:

= 17'-

4"

Vertical cl.

= 17'-

4"

Vertical cl.

Terry L. Fleck

Stds

Co

mbin

ed (S

L15

2A-04

&

SL15

2A-05)

1 5/11/11 KMP TLFand SL152A-05

Combined sheets SL152A-04

6-9-2011

Added DTI and Washer TLFKMP2/14/132

Sheet No.

7 6'-0" 2'-8" O1'-2"3" 1„"18.0 O.D.x Schedule 60 1'-1„" 2'-7•"2" 1„" 5"

SL152C-03 STIFFENED

Uniform Tube

Steel Support Details

Cantilever Type Overhead

Stiffened Structural Sign Supports

K

and other tousle dimension references.Note: See next sheet SL152C-04 for details A,B,C & D.

2019

1'-6"

K

14.0" O.D.x †"

35-87 T-0013-05

S

2' -9"

†" O x 1ƒ"

bolt, nut & washer

Elevation & Section

"B.C."

larger than bolt.

Hole Dia. shall be ‚"

R

DJE

LES

LES

MAG

LES

MAG

STIFFENED STRUCTURAL SIGN SUPPORTS

CANTILEVER TYPE OVERHEAD

STEEL SUPPORT DETAILS

UNIFORM TUBE ALTERNATE

DETAIL C

DETAIL D

Design No. R

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS



DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

Std.

Base

File:

sl1

52c-04.d

gn

19-S

EP-2018 09:0

1

karenp

Plotte

d

By:

File:

Plot

Locatio

n:

Plot

Date:

"P"

"T1"

‹

•

Terry L. Fleck

1 5/11/11 KMP TLFAnchor bolt note update

(Grade 55)

Specification 1600

ñ Adhere to KDOT Standard

6-9-2011

Added DTI and Washer TLFKMP2/14/132

Bolt Head

Nut

DTI

DETAIL F

Sheet No.

2019

7 55.125

Section C-C

Elevation

…" plate top & btm.

"T2"

"T3"

Š

Detail F

‚

…" Plate

STIFFENED ARM CONNECTION

B

B

C C

‰ (Typ.)

best install.

Shown both ways contractors option for

Hole Dia. shall be „" larger than bolt.

HS Hex Head Bolt, DTI, Washer, Nut ALT. DTI INSTALLATION

…" � (Typ.)

à

à

à

Bolt Head DTI

Nut

1•"

à

à

à

Washer

Hardened

Washer

Hardened

Pole

O.D.

E

Ar

m

O.D.

from edge of plate.

à Terminate weld ‚" á „"

Plan

Washer

Hardened

Š

Š

Š

‚

SL152C-04 STIFFENED

2"

2"

5"

2•" 2•"

•" Plate

4"

4"

2"2"

‚

à

‚

à (Typ.)

4"2"

6"

•"

1‚

"

DETAIL A

4"

•" Plate

2"

2"

‚

‚

à

84

à (Typ.)

•

"G" "G"

"J"

"H"

"J"

Section B-B

"E"

4"

Anchor Rod.ñ

435-105 KA-4787-01 1712

12

CA

Dconform C

ertify T

his File


"S"


Dra

wn B

y :

File :

kare

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Plotted :

KA478701cpl-01.d

gn

19-S

EP-2

018 0

9:0

1

bridge

APP'D

DETAILED DETAIL CK.DESIGNED DESIGN CK.

KANSAS


SHEETSSHEET NO.

Sh. No.

2019

435-105 KA-4787-01

I-435, K-32

17

13

13

CA

Dconform C

ertify T

his File


Cover or R

em

ove sig

n

I-435 I-435

For Advance Signing See TE 722

Shoulder Taper 235 Ft. Min.

Channelizer Spaced At 140 Ft. Max.

I-435

I-435

NOTE: SIGNS AND LEGEND NOT TO SCALE

EXIT

6'-0" x 5'-0"

E5-1a

9

Channelizer Spaced At 35 Ft. Max.

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.

2019 1714

14

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


Dra

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3

2

1 08/18/15

03/13/18

E.G.K.

K.E.

R.W.B.

R.W.B.


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


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

KD

OT G

raphics C

ertified


435-105 KA-4787-01

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


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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

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.

2019 1715

15

KD

OT G

raphics C

ertified


435-105 KA-4787-01

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.

2019

(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

Dra

wn B

y :

File :

kare

np

Plotted :

ka478701css722-0

1.d

gn

19-S

EP-2

018 0

9:0

1

bridge

3

2

1


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


435-105 KA-4787-01 1716

16

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

Recapitulation Of Quantities

Work Zone Sign (Special)

Work Zone Signs

Lighted Devices

0-9.25

Sign No. 16.25 Sq.Ft. & Less 16.26 Sq.Ft. & Over

Sign No.9.26-16.25 16.26 & Over

Size - Sq.Ft.

Item Quantity Unit

Work Zone Signs (O To 9.25 Sq.Ft.)

Work Zone Signs (9.26 To 16.25 Sq.Ft.)

Work Zone Signs (16.26 Sq.Ft. & Over)

Channelizer (Fixed)

Channelizer (Portable)

Work Zone Warning Light (Type "A" Low Intensity)

Work Zone Warning Light (Red Type "B" High Intensity)

Arrow Display

Portable Changeable Message Sign

Pavement Marking (Temporary)

Solid (Line Masking Tape)

Broken (Line Masking Tape)

Pavement Marking Removal

Work Zone Sign (Special) (16.25 Sq. Ft. & Less)

Work Zone Sign (Special) (16.26 Sq. Ft. & More)

Traffic Signal Installation (Temporary)

Traffic Control (Initial Set Up)

Traffic Control

Flagger (Set Price) Hour

Lump Sum

Lump Sum

Lump Sum

Each

Each

Each

Each

Lin. Ft.

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Arrow Display

Portable Changeable Message Sign

Channelizing Devices

Fixed Portable

Barricades

Sh. No.

2019

Lump Sum

Sta./Line

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

Work Zone Barricades (Type 3 - 4' To 12')

Symbol (Type I)

Symbol (Type II)

Project At Any One Time

Quantity Most Used On The

(Type "A" Low Intensity)

Work Zone Warning Light

(Red Type "B" High Intensity)

Work Zone Warning Light

(4' To 12')

Type 3

Each

Each

(Each Per Day)

Traffic Control Devices

Summary Of

(Each)

Traffic Control Devices

Summary Of

4" Broken (8.0') (Type I)

4" Broken (8.0') (Type II)

4" Broken (3.0') (Type I)

4" Broken (3.0') (Type II)

4" Dotted Extension (Type I)

4" Dotted Extension (Type II)

4" Solid (Type II)

4" Solid (Type I)

Each Per DayWork Zone Barricades (Pedestrian)

Channelizer (Pedestrian) Each Per Day

Flexible Raised Pavement Marker (4" Broken (3.0') )

PedestrianPedestrian

Dra

wn B

y :

File :

kare

np

Plotted :

ka478701css795-0

1.d

gn

19-S

EP-2

018 0

9:0

1

bridge

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

Rigid Raised Pavement Marker (Type I)

Rigid Raised Pavement Marker (Type II)

435-105 KA-4787-01

KD

OT G

raphics C

ertified


W20-1 1

W21-5B 1

KG20-2 1

W21-5A 1

W7-3A 1

17

17

17

17

CA

Dconform C

ertify T

his File


1

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