DEPARTMENT OF TRANSPORTATION & technology for approval of other splice locations. pole bases and junction boxes. ... have been generally written in the imperative mood.

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CONTRACTOR CONSTRUCTION STAKING

MOBILIZATION

BID ITEM QUANTITY

LUMP SUM

LUMP SUM

UNITS

LS

LS

TRAFFIC TO BE CARRIED

THROUGH CONSTRUCTION

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

LIGHTING

TRAFFIC CONTROL

FEDERAL AID PROJECT

STATE HIGHWAY

DEPARTMENT OF TRANSPORTATION

STATE OF KANSAS

PLAN OF ROADWAY LIGHTING

KANSAS DEPARTMENT OF TRANSPORTATION

State Transportation Engineer

By:

Approved

Date

Chief, Bureau of Transportation Safety & Technology

FEDERAL AID PROJ. NO. HSIP-A043(217)INDEX OF SHEETS

1 TITLE SHEET

8-13

4-6

2 GENERAL NOTES

PLAN SHEETS

LIGHTING DETAILS

SUMMARY OF QUANTITIES

TRAFFIC CONTROL

XX-X

X-X

XX

X

XX-X

X-X

XX

X

XX-X

X-X

XX

X

- - -

DE

SIG

NE

D

DE

TAIL

ED

CH

EC

KE

D

Sh. No.

2018169-67 KA-4631-01 1

1

US-169/35TH ST

INTERCHANGE

TO BE INSTALLED

LIGHTING

13

KA-4631-01

BEGIN PROJECT

STA 356+27

FOR LIGHTING BID ITEMS SEE SHEET NUMBER 7

3

7

KA-4631-01

END PROJECT

STA 379+19

MOBILIZATION (DBE)

NOT TO SCALE

LUMP SUM LS

KD

OT G

raphics C

ertified

KDOT Graphics Certified 10-04-2017

Chief of Bureau of Road Design

Oct 05, 2017

Sh. No.

2018169-67 KA-4631-01

THE GENERAL NOTES:

LOCATE ALL EXISTING UTILITES PRIOR TO BEGINNING WORK.

LEGEND

2/C CONDUCTOR (IN DUCT) TO BE INSTALLED

ENCLOSURE TO BE INSTALLED

JUNCTION BOX TO BE INSTALLED

THE KANSAS DEPARTMENT OF TRANSPORTATION.

RAISE AND LOWER DEVICE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT BY

PROVIDE INSPECTION OF EACH TOWER BY A FACTORY REPRESENTATIVE OF THE

ABOVE GROUND WITH A NO. 6 BARE WIRE.

GROUND ALL METAL PARTS OF SWITCHES, CASES, POLES AND CONDUIT USED

SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION.

NATIONAL ELECTRIC CODE STANDARDS, ANY CHANGES TO THESE STANDARDS

ALL WIRING AND WIRING METHODS SHALL COMPLY WITH THE MOST CURRENT

SPECIFICALLY MENTIONED OR NOT.

AND INSTALL ALL EQUIPMENT NECESSARY FOR SATISFACTORY OPERATION, WHETHER

THE COMPLETE INSTALLATION WITHIN THE LIMITS SHOWN ON THE PLANS. FURNISH

SUPPORTS, INTERCONNECTIONS, GROUND RODS, AND ALL INCIDENTIALS NECCESSARY FOR

FOR TOWERS, ANCHOR BOLTS, LUMINAIRES, LAMPS, WIRING, CONDUIT, CONDUIT FITTINGS,

FURNISH AND INSTALL LIGHTING EQUIPMENT, INCLUDING TOWERS, CONCRETE BASES

IS/ARE POINTED DUE NORTH.

THE ENGINEER IN CHARGE. POSITION THE ENCLOSURE(S) SO THAT THE PHOTOCELL(S)

FINAL LOCATION FOR ENCLOSURE INSTALLATION(S) IS/ARE TO BE DETERMINED BY

SAFETY & TECHNOLOGY FOR APPROVAL OF OTHER SPLICE LOCATIONS.

POLE BASES AND JUNCTION BOXES. CONTACT THE BUREAU OF TRANSPORTATION

MAKE SPLICES IN THE INDUCT SECONDARY CABLE INSIDE OF TOWER BASES,

3" SCHEDULE 80 PVC TO BE INSTALLED

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3

2

1 5/7/13

6/24/14

2/22/16 B.D.G.

B.D.G.

B.D.G.

C.E.

C.E.

C.E.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE200b

C.E.

B.D.G. B.D.G.

C.E.

Added LED tower & standard pole in legend

Chg'd Trench/Backfill from 2' to 3'

Fixed Typo

GENERAL NOTES

TRANSPORTATION (KDOT).

PERTAINS TO DECISIONS OR ACTIONS OF THE KANSAS DEPARTMENT OF

'SHALL BE', OR SIMILAR WORDS OR PHRASES. THE WORD 'WILL' GENERALLY

' THE CONTRACTOR' IS IMPLIED. ALSO IMPLIED IN THIS LANGUAGE ARE 'SHALL',

HAVE BEEN GENERALLY WRITTEN IN THE IMPERATIVE MOOD. THE SUBJECT

THE GENERAL NOTES, REMOVAL NOTES AND NOTES ON THE PLAN SHEETS

AND ROCK.

3 FT. BELOW GROUNDLINE. BACKFILL IN ALL AREAS SHALL BE FREE OF RUBBLE

PLOW OR TRENCH AND BACKFILL UNDERGROUND CONDUCTOR INDUCT APPROXIMATELY

STANDARD AND LED LUMINAIRE TO BE INSTALLED

2

2

13

KD

OT G

raphics C

ertified


8' Stab

Sho

2' Stab

Sho

10' Stab Sho.

10' Stab Sho.

4' Stab Sho.

4' Stab Sho.

2' Stab Sho.

8' Stab Sho.4' Stab Sho.

9'9" Turf Sho.9'9" Turf Sho.

(Ramp C)

(Ramp D)

(Ramp A)

(Ramp B)

9'9" Turf Sho.9'9" Turf Sho.

067C000135th 110 Rt52+00NC12

35th 156 Lt368+00JB11

30'2-10067P0010RAMP C36 Lt379+19LP10

30'2-9067P0009RAMP C43 Lt377+19LP9

30'2-8067P0008RAMP C55 Lt375+54LP8

30'2-7067P0007RAMP C95 Lt373+54LP7

40'2-6067P000635th 165 Lt367+23LP6

40'2-5067P000535th 162 Rt367+95LP5

30'1-4067P0004RAMP B39 Rt356+27LP4

30'1-3067P0003RAMP B43 Rt358+27LP3

30'1-2067P0002RAMP B57 Rt359+92LP2

30'1-1067P0001RAMP B97 Rt361+92LP1

HEIGHTCIRC-POLESERIAL #ROADWAYOFFSETSTATIONTYPEREF #

Sh. No.

2018169-67 KA-4631-01

3

3

LIN. FT.

35th St

Ramp D

US-169

35th St

Ramp C

5551+57

368+59 52

367+92 60

47+46 60

368+81 45

STATION LOCATION

TO BE INSTALLED

3" PVC (Sched. 80)

SECONDARY BREAKER

ELECTRICALLY HELD CONTACTORS

MAIN BREAKER AMP

CIRCUIT NO. 1

CIRCUIT NO. 2

CIRCUIT NO. 3

CIRCUIT NO. 4

CIRCUIT NO. 1

CIRCUIT NO. 2

CIRCUIT NO. 3

CIRCUIT NO. 4

AMP

AMP

AMP

AMP

AMP

AMP

AMP

AMP

30

15

15

15

15

NB US-169

SB US-169

{ 35th St

{ US-169

{ 35th St

1

234

5

6

7

89 10

11

12

3 4 6355 7 8 9 360 1 2 3 4 365 6 7 8 9 370 1 2 3 4 5 6 7 8 9 380 1

78

950

12

6

JB #1

STA. 368+00

067P0006

SERIAL #

40' POLE

STA. 367+23

067P0002

SERIAL #

30' POLE

STA. 359+92

067P0003

SERIAL #

30' POLE

STA 358+27

067P0004

SERIAL #

30' POLE

STA 356+27

067P0005

SERIAL #

40' POLE

STA. 367+95

067P0007

SERIAL #

30' POLE

STA. 373+54

SERIAL # 067C0001

STA. 52+00 Rt. 35TH

NEW CABINET

067P0001

SERIAL #

30' POLE

STA. 361+92

067P0008

Serial #

30' POLE

STA. 375+54

067P0009

SERIAL #

30' POLE

STA. 377+19

067P00010

Serial #

30' POLE

STA. 379+19

KA-4631-01

BEGIN PROJECT

STA 356+27

KA-4631-01

END PROJECT

STA 379+19

13

LIGHTING PLAN

INTERCHANGE

US-169 & 35TH

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APP'D

DETAILED DETAIL CK.DESIGNED DESIGN CK.

KANSAS


SHEETSSHEET NO.


TYPICAL WIRING LAYOUT

240 V.

POSITIVE

POSITIVE

GROUND

Circuit 1 AWG#8

Circuit 2 A

WG#6

Circuit 2

AW

G#6

Circuit 2 AWG#6

Circuit 2 AWG#10

contact FAA to complete this form.

its greatest height (7460-2, Part II), therefore the Contractor will need to

be completed and returned to them within 5 days after the construction reaches

The FAA requires that Form 7460-2, Notice of Actual Construction or Alteration,

or Prequalified approved equal.

AEL: ATB2 60BLEDE15 XXXXX R3 4K/5K

EATON: NVN-AF-06-LED-U-T3

Luminaire Models:

7-PIN Receptacle. Input Wattage not to exceed 333.

70 or greater, L70 and driver life > 100K hours, 10KV surge protection, NEMA

Lumnens. Full Cut off and BUG rating of B3-U0-G5 or below, CCT 4000K, CRI of

Rated. They shall be Type III Distribution and have a minimum 32,700

The LED Luminaires shall have a housing of aluminum alloy casting, and IP-66

Engineer prior to construction.

Engineer. The Contractor will stake the locations for poles for approval by the

best available information and may be adjusted in the field as approved by the

The Luminaires shall have a 15' Mast arm. The pole locations are based on the

and conduit per the City of Chanute Design and Service Standards.

responsibility to pull in a new one. The Contractor shall install meter enclosure

shall be provided in the conduit, if the pull rope breaks it is the Contractor's

source to KDOT controller not to exceed 135 ft. A pull box and 1/4 in. pull rope

responsible for providing and installing conduit from the City of Chanute power

The controller shall be installed on KDOT's right-of-way. The Contractor shall be

will be a $10.10 meter charge).

responsible for all fees imposed by City of Chanute for service hookup. (There

address to City of Chanute for location of service. Contractor shall be

award of the contract to schedule new service. Contractor shall provide street

NOTE: The Contractor shall contact the City of Chanute at (620) 431-5275 upon

KD

OT G

raphics C

ertified


FOUNDATION DETAIL

FRANGIBLE BASEFLAT WASHERS

HANDHOLE

24" RADIUS

PVC CONDUIT BEND

3"-90 DEGREE SCHEDULE 40

FOR TOP OF FRANGIBLE BASE

RUBBER SEALANT IS REQUIRED

TOP VIEW FOUNDATION

24"

24"

8'

IN FRANGIBLE BASE

ALL SPLICES TO BE MADE

24" X 24" AT TOP OF BASE

A MIN. OF 6" TO BE FORMED

SCREW-IN BASE

#10 AWG CABLES

MESH GRIP

LUMINAIRE ARM

SUPPORT GRIP

HOOK FOR CABLE

ABOVE.

WITHIN THE LIGHT POLE AS SHOWN

INSTALLED ON THE HOOK SUPPLIED

THE CABLE SUPPORT GRIP SHALL BE

NOTE:

CABLE SUPPORT GRIP

PLATE REQUIRED

18" ABOVE BASE

4" X 6" HANDHOLE

FRANGIBLE BASE

FOUNDATION

CABLE SUPPORT GRIP

HOOK PROVIDED FOR

MIN. 8" X 4.5

" F

OR 4

0 ' M

TG.

HT. - A

LU

MIN

UM

9" X 4.3

"

X 3

3'-6" F

OR 4

0'

MT

G.

HT. - S

TE

EL

MO

UN

TIN

G H

EIG

HT T

O LIG

HT C

EN

TE

R 4

0'

MIN.

AB

OV

E G

RA

DE

PLAN SHEET

AS DESIGNATED ON

STUB OF BREAKAWAY SUPPORT

CENTERLINE FOOTING

4" MAX.

ANCHOR BOLTS.

SUPPORT STUB CLEARANCE OF 4" MAXIMUM, TO INCLUDE

THE FOUNDATION SHALL BE INSTALLED TO MEET THE BREAKAWAY

NOTE:

STUB CLEARANCE DIAGRAM

BREAKAWAY SUPPORT

REBAR DETAIL

GALVANIZED

20" DIA.

1"

4"10"

36"

4"

7'-6" IN F

OU

ND

ATIO

N B

AS

E

FRANGIBLE BASE

#4 REBAR

OR WIRE

SPOT WELD

17" M

IN.

DETAIL

ANCHOR BOLT

TOP AND BOTTOM VIEW

SIDE VIEW

MA

X.

3"

AND TRAFFIC SIGNALS (NO. 12.5.3).

FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES

IN THE LATEST EDITION OF AASHTO STANDARD SPECIFICATIONS

THE 4" MAX. IS A REQUIREMENT OF THE BREAKAWAY CRITERIA

LIGHTING SYSTEM.

VERTICAL ALIGNMENT UPON COMPLETION OF THE

BE PERMITTED. THEY SHALL BE RAKED TO PROVIDE A

IS ESSENTIAL AND NO PERCEPTIBLE TOLERANCE WILL

CAREFUL ALIGNMENT AND GRADING OF STANDARDS

CENTERS AT A MINIMUM OF 40’ ABOVE GRADE. THE

ALL LUMINAIRES SHALL BE SUPPORTED WITH LIGHT

NOTE:

MEANS OF A GROUND ROD CLAMP WITH AN EXOTHERMIC CONNECTION.

WIRE SHALL BE CONNECTED TO THE COPPERCLAD GROUND ROD BY

" GROUNDING NUT. GROUND21

THE LIGHT STANDARD SHAFT WITH A 1

SOLID BARE COPPER GROUND WIRE BOLTED TO THE INSIDE OF

LIGHT STANDARDS SHALL BE GROUNDED BY MEANS OF A NO.6 AWG

GROUNDING NOTE:

SCREW-IN FOUNDATIONS SHALL NOT BE INSTALLED IN DISTRICT ONE.

MEADE, CLARK, COMANCHE, KIOWA, BARBER, HARPER, AND KINGMAN.

SAFETY & TECHNOLOGY: BOURBON, CRAWFORD, CHEROKEE, LABETTE,

DEPARTMENT OF TRANSPORTATION BUREAU OF TRANSPORTATION

USED FOR ROADWAY LIGHTING UPON APPROVAL BY THE KANSAS

COUNTIES, SCREW-IN LIGHT POLE FOUNDATIONS MAY ONLY BE

DUE TO SOIL CONDITIONS IN ALL OR PART OF THE FOLLOWING

NOTE:

Sh. No.

2018169-67 KA-4631-01 13

*

* SEE NOTE BELOW

UP TO A 15" BOTTOM BOLT CIRCLE.

THE FRANGIBLE BASE MUST ACCOMMODATE

NOTE:

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2/25/11

12/28/11 B.D.G.

B.D.G.

J.F.F.

C.E.

V.H.

V.H.


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE201 12/15/2011

C.E.

B.D.G. B.D.G.

C.E.

Brian D. Gower

Chg'd Foundation Detail to show 1" PVC Cond

Modify Bolt Circle Note

Chg'd Bolt Circle Diameter

LIGHTING DETAILS

ROADWAY

2'

GROUND ROD

" X 10'-0"43

ON VOLTAGE DROP

GROUND IN DUCT - AWG BASED

2/C SECONDARY CABLE WITH

GROUND WIRE

1/C #6 BARE COPPER

FROM EDGE OF FOUNDATION

TO PROVIDE 2" MINIMUM CLEARANCE

REINFORCING STEEL SHALL BE INSTALLED

PVC CONDUIT BEND 24" RADIUS

1"-90 DEGREE SCHEDULE 40

ANCHOR BOLTS

4-1" X 40"

4

4

KD

OT G

raphics C

ertified


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1 8/20/08

12/28/11

01/05/15 B.D.G.

B.D.G.

C.A.L.

C.E.

C.E.

V.H.


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE202 01/05/2015

C.E.

B.D.G. B.D.G.

C.E.

Brian D. Gower

Added See Meter Options on TE206 & TE207

Add SEE PLAN SHEET, Chg'd TopView/Pwer Argm

Chg'd Mech. Held Contactors to Elec. Held

TYPICAL ENCLOSURE DETAILS

B1

AUTO

TEST

PB2

0BN0A

N

METER SOCKET

N

B2

RED

R2 R4

R1

15/1

BLK

PB1

MAIN BKR.

R3

B3 B4

T1 T2 T3 T4

WIRING DIAGRAM

TB

ROD

GROUND

GROUND

EQUIP.

SOCKET

P.E.C.

T1 T2 T3 T4

NEUTRAL

B1 B2 B3 B4

15/1

SECONDARY BKRS.

WIRE WAY

2 POS. TEST SWITCH

METER SOCKET

R 4RR R 21 3

CONTACTORS

MAIN BKR.

P.E.C. SOCKET

FRONT VIEW

SERV. GRD.

POWER

BLOCK

TB

ELECTRICALLY HELD

MOUNTING HOLES

(2 POLE)

BREAKER DETAILS

TYPICAL

BY THE AUTHORITY HAVING JURISDICTION.

ANY CHANGES TO THESE STANDARDS SHALL BE APPROVED

THE MOST CURRENT NATIONAL ELECTRIC CODE STANDARDS.

ALL WIRING AND WIRING METHODS SHALL COMPLY WITH

SHALL BE NO. 12 A.W.G. THW.

THE WIRING FOR THE PHOTO ELECTRIC CONTROL CIRCUIT

BREAKER SHALL BE THE SAME SIZE WITH THE WIRE.

THE WIRING FOR THE LOAD AND LINE SIDE OF THE MAIN

BE NO. 6 A.W.G. THW.

THE WIRING FROM PB1 AND PB2 TO T1 THROUGH T4 SHALL

SHALL BE 277 VOLT, 15 AMP SINGLE POLE.

THE SECONDARY BREAKER FOR THE PHOTO-CELL CIRCUIT

HINGED OR A LIFT OFF COVER WITH PAD LOCK PROVISIONS.

SERVICE ENTRANCE IN BACK OF ENCLOSURE SHALL HAVE A

3/4 TURN CLIPS OR OTHER SUITABLE MEANS OF LOCKING.

THE DEAD FRONT DOOR SHALL BE HINGED AND HAVE

IN THE FULLY OPEN POSITION.

THE DOOR AND HAVE SUITABLE MEANS OF HOLDING THE DOOR

THE CUSTOMER DOOR SHALL BE HINGED THE FULL LENGTH OF

OF CIRCUITS.

THE ENCLOSURE SHALL INCREASE IN SIZE WITH THE NUMBER

PROJECTIONS.

CLEAN CUT DESIGN HAVING NO SHARP EDGES, CORNERS OR

ALLOY ALUMINUM 0.125" THICK. THE CABINET SHALL BE OF

THE ENCLOSURE CABINET SHALL BE CONSTRUCTED OF 5052

NOTES:

TOP VIEW

4"

2"

4"

4"

2"

1" CONDUIT

MANUFACTOR.

REQUIRED BY ENCLOSURE

IN PLANS. LOCATION AS

CONDUIT SIZE AS SPECIFIED

PADLOCK LATCH

PADLOCK LATCH

HINGED DOOR

PADLOCK LATCH

ASSEMBLY

LANDING LUG

CIR. BKRS.

600 V. RATED

FILTER GLASS

PHOTO-CELL WITH

SECTION COVER

HINGED METER

LAY-IN TYPE

1/O SERVICE GROUND,

4"

22"

17"

DEADFRONT

HINGED

SIDE VIEW

GROUND LINE

SLOPE SO SURFACE WILL DRAIN FLUSH MOUNT

6 in. X 6 in. NO. 10 WIRE MESH

" X 10'-0"43

GROUND ROD

ENCLOSURE BASE

1" METALLIC CONDUIT

2"

6"

CONCRETE PAD INSIDE OF ENCLOSURE BASE.

GROUND ROD SHALL EXTEND 2 INCHES ABOVE THE

NOTE:

GROUND LINE

ENCLOSURE

POWER ARRANGEMENT

POWER POLE

36"

UTILITY COMPANY SPECIFICATIONS.

NOTE: POWER ARRANGEMENT SHALL MEET THE LOCAL

THE END OF THE CONDUIT BEND.

CABLE SHALL EXTEND 1" PAST

NOTE: THE DUCT FOR SECONDARY

ENCLOSURE TO BE INSTALLED.

ACCORDINGLY FOR THE WIDTH OF THE

PAD DIMENSIONS SHALL BE ADJUSTED

1" MIN. ABOVE CONCRETE SURFACE.

NOTE: ALL CONDUIT TO EXTENDSECONDARY BREAKER

ELECTRICALLY HELD CONTACTORS

MAIN BREAKER AMP

CIRCUIT NO. 1

CIRCUIT NO. 2

CIRCUIT NO. 3

CIRCUIT NO. 4

CIRCUIT NO. 1

CIRCUIT NO. 2

CIRCUIT NO. 3

CIRCUIT NO. 4

AMP

AMP

AMP

AMP

AMP

AMP

AMP

AMP

"43

2

"2

14

Sh. No.

2018169-67 KA-4631-01 13

SEE PLAN SHEETDIMENSIONS TO BE DETERMINED BY ENGINEER

10' MIN

CONDUIT SIZE AS SPECIFIED IN PLANS.

IN CONDUIT

SECONDARY CABLE

IN METER DOOR

METER VIEW WINDOW

METER SOCKET -

FOR RINGLESS METER REQUIREMENTS

AND TE207 UNDER ELECTRICAL MATERIAL (G)(b)

SEE TE206 UNDER ELECTRICAL MATERIAL (F)(b)

KD

OT G

raphics C

ertified


5

5

Sh. No.

2018169-67 KA-4631-01 12

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Traffic

3

2

1 5/18/16

9/21/17

9/21/17 B.D.G.

B.D.G.

B.D.G.

J.P.

J.P.

C.E.


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE207 01/05/2015

V.H.

C.A.L. C.A.L.

V.H.

Brian D. Gower

Revised LED Language (D5)

Updated AASHTO Req. to 2013

Revised Min. Lumen Requirement

HIGHWAY LIGHTING (CONVENTIONAL)

REQUIREMENTS FOR

CONSTRUCTION AND MATERIAL

STANDARD RP-8-14.

DESIGNER MUST CONFORM TO THE REQUIREMENTS OF THE IESNA

DETERMINED BY THE PROJECT DESIGNER AND NOTED IN THE PLANS.

ILLUMINATION, AVG/MIN AND MAX/MIN UNIFORMITY RATIOS) SHALL BE

PHOTOMETRIC PERFORMANCE CRITERIA: (MAINTAINED HORIZONTAL

CRI, PHOTOMETRIC REQUIREMENTS, DISTRIBUTION, ETC.) AND THE

(LUMEN OUTPUT, LUMINAIRE WATTAGE, INPUT VOLTAGE, BUG RATING, CCT,

TESTED, AND PRE-WIRED FOR INSTALLATION. LED LUMINAIRE CRITERIA:

SHORTING CAP, ELECTRONIC DIMMABLE DRIVER (POWER SUPPLY), FULLY

7-PIN PHOTO CONTROL RECEPTACLE WITH ELECTRONIC PHOTOCONTROL OR

AND SHALL HAVE THE FOLLOWING: MINIMUM 10KV SURGE PROTECTION, A

CASTING, AND IN COMPLIANCE WITH ANSI C136-37. SHALL BE IP-66 RATED,

LED LUMINAIRES SHALL HAVE A SINGLE PIECE HOUSING OF ALUMINUM

(a) LED:

LUMINAIRES/LAMPS: (5)

LISTED BY UL AS TYPE USE-2 FOR DIRECT BURIAL.

APPLICABLE REQUIREMENTS OF ICEA STANDARD S-105-692 AND

FOR OPERATION AT 600 VOLTS MAXIMUM. MATERIAL SHALL MEET THE

SECONDARY CABLE SHALL BE COPPER SINGLE CONDUCTOR CABLE

SECONDARY CABLE (INDUCT):(4)

REQUIREMENTS OF ASTM B-8 AND ASTM B-33.

CONDUCTOR SHALL BE STRANDED ANNEALED COPPER MEETING THE

CONDUCTOR:(3)

REVISION).

40% MAXIMUM FILL. THE DUCT SIZED SHALL MEET ASTM D3485 (LATEST

DUCT WITH MINIMUM TENSILE STRENGTH OF 3100 PSI DUCT TO PROVIDE FOR

THE DUCT FOR SECONDARY CABLE UNDERGROUND SHALL BE POLYETHYLENE

DUCT:(2)

THE ON MODE.

CONTROL SHALL HAVE A MINIMUM OF 30 SECOND TIME DELAY AND FAIL IN

WITH AN ALLOWABLE 0.5 FT. C. VARIANCE ON OR OFF. THE PHOTO-ELECTRIC

OPERATION. THE OPERATING LEVELS SHALL BE 1.6 FT. C. ON AND 0.4 FT. C. OFF,

SINGLE POLE, SINGLE THROW, TWIST LOCK MOUNTING, 105 TO 300 VOLT

PHOTO-ELECTRIC CONTROL SHALL BE SOLID STATE TYPE, 1000 W/1800 VA,

PHOTO CELL:(1)

(D) ELECTRICAL MATERIAL:

BE GALVANIZED ACCORDING TO ASTM A-123.

(c) FINISH: THE BASE, MAST ARMS, AND LIGHT STANDARDS SHALL

ASTM A-35.

STANDARD PIPE MEETING THE REQUIREMENTS OF ASTM A-53 OR

(b) MAST ARMS: THE MAST ARMS SHALL BE FABRICATED FROM 2"

THE BOTTOM SECTION BY TWO (2) CONTINUOUS ELECTRIC ARC WELDS.

REQUIREMENTS OF ASTM A 36-77A. THE BASE SHALL BE SECURED TO

ASTM A-668, CLASS C OR A PLATE BASE COMPLYING WITH THE

A STEEL FORGED BASE COMPLYING WITH THE REQUIREMENTS OF

COMPLYING WITH THE REQUIREMENTS OF ASTM A-27, GRADE 65-35,

(a) BASE: THE BASE SHALL BE EITHER A ONE (1) PIECE STEEL BASE

SHALL BE SHOWN ON THE DETAIL SHEETS.

MOUNTING SHALL BE ONE (1) SECTION. THE DIAMETER OF THE STANDARDS

LATEST EDITION, SECTION 1608.2. THE LIGHT STANDARDS WITH 40'

STANDARD KANSAS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS,

ASTM 607 WITH THE EXCEPTIONS AND/OR ADDITIONS AS LISTED IN THE

THE LIGHT STANDARDS SHALL COMPLY WITH THE REQUIREMENTS OF(1)

(C) STEEL LIGHT STANDARDS:

LATEST EDITION, SECTION 814.

USE FATIGUE CATEGORY I. SEE STANDARD SPECIFICATIONS,

TRAFFIC SIGNALS, AND KDOT SPECIFICATION/SPECIAL PROVISION 744.

FOR STRUCTURAL SUPPORTS FOR THE HIGHWAY SIGNS, LUMINAIRES,

EDITION OF THE AASHTO PUBLICATION, STANDARD SPECIFICATIONS

LIGHT STANDARDS SHALL BE DESIGNED TO COMPLY WITH THE 2013

(B) CONSTRUCTION:

LATEST EDITION, THE PLAN SPECIFICATIONS SHALL GOVERN.

STANDARD KANSAS DEPARTMENT OF TRANSPORTATION SPECIFICATIONS,

WHENEVER THE PLAN SPECIFICATIONS CONFLICT WITH THE

(A) NOTE:

REVISION). FIELD WELDS WILL NOT BE ALLOWED.

MOISTURE AND CONFORM TO A.W.S. SPECIFICATION D1.1 (LATEST

ALL WELDS SHALL BE SMOOTH CLEAN DENSE DEPOSIT THAT WILL EXCLUDE(14)

ASSEMBLY. SEE ROADWAY LIGHTING DETAILS SHEET.

HOLDING THE WEIGHT OF THE CABLES AND CABLE CONNECTORS OFF THE LUMINAIRE

CAPABLE OF SECURING TWO (2) #10 AWG TYPE USE-2 CABLES IN A VERTICAL POSITION

NON-MAGNETIC TIN COATED BRONZE STRAND. THE CABLE SUPPORT GRIP SHALL BE

LIGHTING POLE. THE CABLE SUPPORT GRIP SHALL BE MADE OF HIGH GRADE,

THE CONTRACTOR SHALL INSTALL ONE (1) CABLE SUPPORT GRIP IN EACH ROADWAY

CABLE GRIP SUPPORTS:(13)

STRUCTURE. CONDUIT CLAMPS ARE TO BE SPACED AT 6' INTERVALS.

BACK. CLAMPS SHALL BE HEAVY DUTY STEEL TO SECURE THE 2" RIGID CONDUIT TO

THE CONTRACTOR SHALL INSTALL 2" CONDUIT CLAMPS WITH A COMPATIBLE CLAMP

CONDUIT CLAMPS WITH CLAMP BACKS:(12)

AISI 12L14 STEEL. THE MINIMUM EMBEDDED DEPTH SHALL BE 1 3/4".

CLAMPS. THE ANCHORS SHALL BE WEDGE TYPE MADE FROM CARBON STEEL MEETING

THE CONTRACTOR SHALL INSTALL TWO 3/8" X 3" WEDGE TYPE ANCHORS FOR CONDUIT

(11) WEDGE TYPE STUD BOLT ANCHORS:

WITH ASTM A-123 AFTER FABRICATION.

PROOF SCREW COVER. BOXES SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE

GAUGE SHEET METAL(STEEL) WITH WELDED SEAMS, KNOCKOUTS AND WEATHER

INCHES BY 12 INCHES BY 6 INCHES. THE JUNCTION BOX SHALL BE MADE OF 14

ABOVE GROUND JUNCTION BOXES SHALL HAVE THE NOMINAL DIMENSIONS OF 12

JUNCTION BOXES (ABOVE-GROUND):(10)

MOLDED OR ETCHED INTO THE COVER.

(c) THE COVER SHALL BEAR THE LOGO "LIGHTING" CLEARLY AND PERMANENTLY

INTEGRITY" FOR TIER 15 APPLICATIONS.

PROVISIONS OF ANSI/SCTE 77 2002 "SPECIFICATION FOR UNDERGROUND

(b) ENCLOSURES, BOXES AND COVERS ARE REQUIRED TO CONFORM TO ALL TEST

TO THE BODY.

POLYMER CONCRETE RING AND COVER. THE RING SHALL BE SECURELY ATTACHED

POLYMER CONCRETE RING AND COVER; HIGH DENSITY POLYETHYLENE BODY WITH

POLYMER CONCRETE COVER; FIBERGLASS REINFORCED POLYMER BODY WITH A

(a) PRE-CAST CONCRETE WITH A CAST IRON COVER; POLYMER CONCRETE WITH A

CONSTRUCTED OF ONE OF THE FOLLOWING METHODS:

OPENING OF 130 SQUARE INCHES. IN-GROUND JUNCTION BOXES MAY BE

MINIMUM NOMINAL DIMENSIONS OF 12 INCHES DEEP WITH A MINIMUM PHYSICAL

AND WIRING AS INDICATED IN THE PLANS. JUNCTION BOXES SHALL HAVE THE

THE JUNCTION BOX SHALL BE OF SUFFICIENT SIZE TO FACILITATE THE CONDUIT

JUNCTION BOXES (IN-GROUND):(9)

TO 150° F. AND ARE COMPOUNDED WITH U.V. INHIBITORS.

OF ALUMINUM. THE DOORS SHALL WITHSTAND TEMPERATURE EXTREMES OF -70°

DOORS. THE COLOR SHALL BE PIGMENTED THROUGHOUT TO GIVE THE APPEARANCE

BOTTOM BOLT CIRCLE. THE FRANGIBLE BASE SHALL HAVE HIGH DENSITY PLASTIC

AND TRAFFIC SIGNALS. THE FRANGIBLE BASE SHALL ACCOMMODATE UP TO A 15"

STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

SHALL BE CAST ALUMINUM TO MEET THE STANDARDS OF THE LATEST AASHTO

FRANGIBLE BASE:(8)

DIRECTED BY THE MANUFACTURER.

(LATEST EDITION), ARTICLE 12.5.3 (C). CONNECTOR INSTALLATION SHALL BE AS

STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS

THE CABLE CONNECTORS SHALL MEET AASHTO STANDARD SPECIFICATIONS FOR

CONNECTORS SHALL HAVE NO CONTACTS EXPOSED TO PRESENT A SHOCK HAZARD.

SEPARATE WITHOUT DAMAGE TO WIRING. WHEN SEPARATION OCCURS, THE

THAT WHEN SUBJECTED TO STRAIN CONSISTANT WITH A KNOCKDOWN WILL

THE CONNECTORS SHALL PROVIDE A FUSED WATERPROOF WIRING CONNECTION

BREAK-AWAY CABLE CONNECTORS:(7)

EXCEPTION. DO NOT USE CUT THREADS, USE ROLLED THREADS.

SPECIFICATIONS, LATEST EDITION, SECTION 1600 (GRADE 55), WITH THE FOLLOWING

SHALL CONFORM TO THE STANDARD KANSAS DEPARTMENT OF TRANSPORTATION

ANCHOR BOLTS:(6)

DIAMETER BY 10' LONG.

SHALL BE AS NOTED ON PLANS. GROUND RODS SHALL BE COPPER CLAD STEEL, 3/4"

GROUND WIRE SHALL BE A #6 AWG SOLID BARE COPPER WIRE AND ARRANGEMENT

GROUND:(5)

DESIGNATION ON THE PRINT LINE.

PRODUCER. THE CONDUIT WILL NEED TO BE MARKED WITH ASTM F 2160

(LOC) WILL BE REQUIRED FROM THE CONDUIT PRODUCER AND/OR RESIN

REQUIREMENTS OF ASTM F 2160 AND ASTM F 2176. A LETTER OF CERTIFICATION

RECOMMENDATIONS. D.2. HIGH DENSITY POLYETHYLENE (HDPE) MEETING THE

LABEL. THE JOINTS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURERS

WITH WHICH IT IS TO BE USED. EACH SHALL BEAR THE UNDERWRITERS, INC.

HAVING THE SAME CHEMICAL AND PHYSICAL PROPERITIES AS THE CONDUIT

CONDUIT FITTINGS SHALL BE FABRICATED FROM POLYVINYL CHLORIDE

EACH LENGTH SHALL BEAR THE UNDERWRITERS, INC. LABEL. NON-METALLIC

SPECIFICATIONS NO. LP 1036A, TYPE II, ELECTRICAL CLASS 2, GRADE C.

D.1 RIGID POLYVINYL CHLORIDE MEETING THE REQUIREMENTS OF FEDERAL

NON-METALLIC CONDUIT:(4)

STANDARD SPECIFICATION C-80.1.

SHALL BE ZINC COATED AND SHALL MEET THE REQUIREMENTS OF AMERICAN

METALLIC CONDUIT FITTINGS:(3)

CONSTRUCTION.

IN DISTRICT ONE UNLESS APPROVED BY THE ENGINEER IN CHARGE OF

PERMITTED THROUGH EXISTING PAVEMENT. JACKING WILL NOT BE PERMITTED

STANDARD SPECIFICATION C-80.1. TRENCHING FOR CONDUIT WILL NOT BE

SHALL BE RIGID STEEL CONDUIT MEETING THE REQUIREMENTS OF AMERICAN

METALLIC CONDUIT:(2)

SPECIFICATIONS, LATEST EDITION, SECTION 1703.2 (c).

CONFORM TO THE STANDARD KANSAS DEPARTMENT OF TRANSPORTATION

HARDWARE THAT REQUIRES GALVANIZING OR ELECTROPLATING SHALL

MISCELLANEOUS HARDWARE:(1)

(E) GENERAL MATERIALS AND NOTES:

BY THE POWER COMPANY.

BYPASS, IS AN APPROVED OPTION FOR REMOTE ACCESS IF REQUIRED

DESIGN AND COVER, 200A 5 TERMINAL METER SOCKET WITH HORN

ACQUIRING THE LIGHTING ENCLOSURE. AN EXPOSED RINGLESS METER

(b) THE CONTRACTOR SHALL CONTACT THE POWER COMPANY PRIOR TO

BREAKER 2 3/4" WIDE SIDE BY SIDE. SEE ENCLOSURE DETAIL SHEET.

HIGH MOUNTING HOLES SHALL BE POSITIONED TO ACCOMMODATE A

BREAKERS SHALL HAVE A MOUNTING DIMENSIONS OF 1 3/8" WIDE X 4 1/2"

(a) MAIN AND SECONDARY BREAKERS: THE MAIN AND SECONDARY

ALLOW LIGHT TO THE PHOTO-CELL.

THE ENCLOSURE SHALL HAVE A METER VIEW WINDOW AND A GLASS TO

EQUIPMENT WITHIN THE ENCLOSURE SHALL BE WIRED PRIOR TO DELIVERY.

PHOTO-CELL SOCKET, AND ELECTRICALLY HELD CONTACTORS. THE

RATED MOLDED CASE MAIN AND SECONDARY BREAKERS, TWIST-LOCK

DOOR WITH PADLOCK PROVISIONS. THE ENCLOSURE SHALL HAVE 600 VOLT

CIRCUITING SHALL BE SERVICEABLE BY MEANS OF A FULL LENGTH HINGED

DESIGN HAVING NO SHARP EDGES, CORNERS OR PROJECTIONS. THE

ALUMINUM 0.125" THICK. THE CABINET SHALL BE OF CLEAN CUT

THE ENCLOSURE CABINET SHALL BE CONSTRUCTED OF 5052 ALLOY

ENCLOSURE:(6)

150 WATT LAMPS SHALL BE 16,000 LUMEN.

NOT LESS THAN FIVE (5) YEARS FROM THE SHIPPING DATE.

AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF

IS RESET BY THE PHOTO CONTROL. THE IGNITOR SHALL BE WARRANTED

IGNITOR WILL BE SHUT OFF UNTIL THE POWER TO THE LUMINAIRES

TWO (2) MINUTE TIME DELAY. IF THE LAMP DOES NOT START, THE

MONITORING OF CASE TEMPERATURES. THE IGNITOR SHALL HAVE A

APPLIED AT ELEVATED TEMPERATURES TO 100°C WITH CONSTANT

SHALL BE OPEN CIRCUIT TESTED FOR A PERIOD OF 48 HOURS WITH POWER

IGNITOR SHALL BE TOTALLY EPOXY ENCAPSULATED IN A METAL CAN AND

LAMP SHALL NOT ADVERSELY AFFECT THE IGNITOR OR BALLAST. THE

THE IGNITOR SHALL BE DESIGNED SO THAT CYCLING OR EXTINGUISHED

BEING USED WITH ALL BRANDS AND TYPES OF 60 HERTZ HPS BRANDS.

THROUGH THE BALLAST WINDINGS. THE IGNITOR SHALL BE CAPABLE OF

SPIKE DIRECTLY TO THE LAMP WITHOUT BEING DIRECTED TO THE LAMP

LAMPS. THE IGNITOR SHALL BE DESIGNED TO DIRECT THE HIGH VOLTAGE

IGNITOR FOR THE IGNITION OF HIGH PRESSURE SODIUM (HPS) VAPOR

WITH THE FOLLOWING: HIGH PRESSURE SODIUM IGNITORS: ELECTRONIC

HIGH POWER FACTOR BALLAST. ALL HPS LUMINAIRES SHALL BE EQUIPPED

TYPE III LIGHT DISTRIBUTION. ALL LUMINAIRES SHALL BE SUPPLIED WITH

AT A VOLTAGE OF 480 VOLTS. THE REFRACTORS SHALL BE ACRYLIC WITH

SHALL BE A VOLTAGE AUTO-REGULATOR TYPE FOR HIGH PRESSURE SODIUM

WITH A NATURAL UNPAINTED ALZAK ALUMINUM REFLECTOR. THE BALLASTS

CASTING WITH AN INTEGRAL SLIPFITTER FOR A 2" BRACKET MOUNTING

150 WATT LUMINAIRES SHALL HAVE A HOUSING OF ALUMINUM ALLOY

(b) 150 WATT LUMINAIRES:

6

6

SEE GENERAL NOTES ON PLAN SHEET

KD

OT G

raphics C

ertified


ITEM UNIT QUANTITY

BID ITEM

(HARDWARE)

SYSTEM QUANTITIES

SUMMARY OF ELECTRIC LIGHTING

ITEM UNIT QUANTITY ITEM UNIT QUANTITY

ITEM UNIT QUANTITY

(LIGHT STANDARDS)

SYSTEM QUANTITIES


(MISCELLANEOUS ITEMS)

SYSTEM QUANTITIES


MENTIONED OR NOT.

ELECTRIC LIGHTING SYSTEM WHETHER SPECIFICALLY

TO INSURE COMPLETE AND SATISFACTORY OPERATION OF THE

WORK, AND FURNISH AND INSTALL ALL EQUIPMENT NECESSARY,

INFORMATION ONLY. THE CONTRACTOR SHALL CONDUCT ALL

LINEAR QUANTITIES ARE APPROXIMATE AND INCLUDED FORNOTE:

LIN FTTRENCH AND BACKFILL

EACHSOLID STATE PHOTO CELL

ENCLOSURE

CABLE CONNECTORS

OZ EXPANSION JOINT

CABLE SUPPORT GRIP

EACH

EACH

EACH

EACH

EACH

2" CONDUIT CLAMPS W/ CLAMP BACKS

" X 10'43

GROUND RODS WITH CLAMPS

" x 3" WEDGE TYPE ANCHOR BOLTS83

EACH

EACH

EACH

EACH

ALUMINUM TRIPLEX #4 A.W.G. (AERIAL)

2" SCHEDULE 40 PVC

3" METALLIC CONDUIT

2" METALLIC CONDUIT

1" METALLIC CONDUIT

GROUNDWIRE, #6 A.W.G.SOLID BARE COPPER

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

X 6")

ABOVE GROUND JUNCTION BOX (12" X 12"

#10 A.W.G.

600 VOLT 1/C SECONDARY CABLE

BENDS 24" RADIUS

3" 90 DEGREE PVC CONDUIT

REMOVAL OF CONCRETE BASE

EACH

EACH

EACH

EACH

EACH

EACH

EACH

STANDARD

24" CONCRETE BASE FOR LIGHTRAISE AND LOWER DEVICE

" HEAVY DUTY REVERSIBLE DRILL21

STEP DOWN TRANSFORMER

EACH

EACH

EACH

EACH

EACH

ASYMMETRIC

TRANSFORMER BALLAST, METAL HALIDE,

1000 WATT LUMINAIRE, PEAK LEAD AUTO

SYMMETRIC

TRANSFORMER BALLAST, METAL HALIDE,

1000 WATT LUMINAIRE, PEAK LEAD AUTO

L.S. Lump SumELECTRIC LIGHTING SYSTEM

1

1

1

34

10

90

1451

352

130

22

272

11

12

2

8

10

3266

Sh. No.

2018169-67 KA-4631-01

(TOWER)

SYSTEM QUANTITIES


FRANGIBLE BASE

LIN FT3" SCHEDULE 40 PVC

3" SCHEDULE 80 PVC

SODIUM, 24,000 LAMP HOUR

150 WATT, 16,000 LUMEN, HIGH PRESSURE

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ka463101lss209-0

1.d

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04-O

CT-2

017 1

6:4

5

Traffic

3

2

1 1/12/12

2/22/16

5/18/16 B.D.G.

B.D.G.

B.D.G.

C.E.

V.H.

V.H.


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE209 12/15/2011

V.H.

B.D.G. B.D.G.

V.H.

Brian D. Gower

Chg'd min lumen/chg'd tower bases to 42"

Add LED info & Straus R&L, Chg'd Wiring

Chg'd Bid Items & Add 1" PVC Conduit

ELECTRIC LIGHTING SYSTEM

FOR

CONSTRUCTION QUANTITIES

EACH

EACH

EACH

HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE)



EACH

EACH

EACH

HIGH MAST LIGHT TOWER (100')



FOR FOOTING LENGTHS.

3. FOOTING DETAILS & ENGINEERING GEOLOGY

UNDERDECK LIGHTING DETAIL.2.

QUANTITIES FOR SIGN LIGHTING

CONSTUCTION AND MATERIAL REQUIREMENTS AND1.

FOLLOWING SHEETS, AS APPLICABLE:

FOR ADDITIONAL CONSTRUCTION QUANTITES, SEE THE NOTE:

TO OTHER BID ITEMS.

ITEMS NOT SPECIFICALLY CALLED OUT ARE SUBSIDIARY

HARDWARE NECESSARY TO COMPLETE THE WORK.

ALL WORK PERSONS, TOOLS, EQUIPMENT AND NEW

THE BID ITEM “HIGH MAST LIGHT TOWER" INCLUDES

EACH

BENDS 24" RADIUS

1" 90 DEGREE SCHEDULE 40 PVC CONDUIT

WITH 15' MASTARM

40' MOUNTING HEIGHT LIGHT STANDARD

VERTICAL BURNING, 12,000 HOUR LAMP

1000 WATT, 110,00 LUMEN, METAL HALIDE,EACH

EACH

100,000 HR LIFE

60 LUMENS PER WATT, BUG RATING 3 OR LESS,

50,000 LUMENS LED LUMINAIRES,

1976

GROUND WIRE A.W.G.

600 VOLT 1/C SECONDARY CABLE WITH

LIN FT GROUND WIRE A.W.G.


10

10

7

7

GROUND WIRE (IN DUCT) # 10 A.W.G.


1

WITH 15' MASTARM

30' MOUNTING HEIGHT LIGHT STANDARD

SPECIFICATIONS OF LUMINAIRES)

(SEE GENERAL NOTES FOR

LED LUMINAIRES

13

GROUND WIRE (IN DUCT) 6 A.W.G.


GROUND WIRE (IN DUCT) 8 A.W.G.


KD

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Sh. No.

2018169-67 KA-4631-01 13

Taper

Work space Downstream

TYPICAL WORK ZONE COMPONENTS

Advanced warning area Transition

Area

Activity area Termination area

SPEED (MPH)

LENGTH (ft)

20

115

25

155

30

200

35

250

40

305

45

360

50

425 495

55 60

570

65

645

70

730

75

820

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017 1

6:4

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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

Channerlizer 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

KD

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8

8

Sh. No.

2018169-67 KA-4631-01 13

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1.d

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017 1

6:4

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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


9

9

ORANGE

WHITE

Sh. No.

2018169-67 KA-4631-01 1310

10

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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Plotted :

ka463101css710-0

1.d

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04-O

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017 1

6:4

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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.


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.

2018169-67 KA-4631-01 1311

11

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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ka463101css712-0

1.d

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04-O

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017 1

6:4

5

Traffic

3

2

1


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

A

L/3A

A5OO'

5OO'

Shoulder

Shoulder

Omit taper if paved shoulder is less than 8' wide.

Ahead, 1500 ft, or 1 mile

OFF SHOULDER- WITHIN THE CLEAR ZONE

ON SHOULDER

5OO'

Channelizing device

48"x 2

4"

KG

20-2

48"x 2

4"

KG

20-2

48"x 4

8"

W20-1

48"x 4

8"

W20-1

48"x 2

4"

KG

20-2

48"x 4

8"

W21-5

Sh. No.

2018169-67 KA-4631-01 1312

12

(Min.)

(min.)

(Min.)

Work Space

Work Space

Space

Buffer

flashing, oscillating, or strobe lights is used.

devices may be eliminated if a vehicle with 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

Notes:

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ka463101css720-0

1.d

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6:4

5

Traffic

3

2

1


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE720 06/01/15

L.E.R.

R.W.B.

Kristina Ericksen

UNDIVIDED ROADWAY

SHOULDER WORK

TRAFFIC CONTROL

KD

OT G

raphics C

ertified


RO

AD

WO

RK

RO

AD

WO

RK

EN

D

RO

AD

WO

RK

SH

OULDER

WO

RK

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)

Lump Sum

1 Hour

Lump Sum

Lump Sum

Lump Sum

Each

Each

Each

Each

Lin. Ft.

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Sta./Line

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Each Per Day

Arrow Display

Portable Changeable Message Sign

Channelizing Devices

Fixed Portable

Barricades

Sh. No.

2018169-67 KA-4631-01 1313

13

Sta./Line

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

W20-7 2

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

Symbol (Type I)

Symbol (Type II)

Project At Any One Time

Quantity Most Used On The

(Type "A" Low Intensity)

Work Zone Warning Light

(Red Type "B" High Intensity)

Work Zone Warning Light

(4' To 12')

Type 3

Each

Each

(Each Per Day)

Traffic Control Devices

Summary Of

(Each)

Traffic Control Devices

Summary Of

4" Broken (8.0') (Type I)

4" Broken (8.0') (Type II)

4" Broken (3.0') (Type I)

4" Broken (3.0') (Type II)

4" Dotted Extension (Type I)

4" Dotted Extension (Type II)

4" Solid (Type II)

4" Solid (Type I)

Each Per DayWork Zone Barricades (Pedestrian)

Channelizer (Pedestrian) Each Per Day

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

PedestrianPedestrian

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ka463101css795-0

1.d

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04-O

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017 1

6:4

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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.


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)

KD

OT G

raphics C

ertified


DEPARTMENT OF TRANSPORTATION & technology for approval of other splice locations. pole bases and junction boxes. ... have been generally written in the imperative mood.

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