Prime Contractor Bid Holders - Kansas Department of ... · ... Specifications for Structural...

Promptly sign and date on the line below, then EMAIL IT BACK TO KDOT, EVEN IF NOT BIDDING. Or you may still FAX IT TO the Estimating Section at (785) 296-0999. Any instructions not followed will result in your bid being declared irregular. If these changes affect any of your subcontractors or suppliers, IT IS YOUR RESPONSIBILITY to inform them. These changes are part of the contract for this project(s). Please contact me at (785) 296-3576, if there are questions. Thank you for your cooperation.

_____________________________________________________________________________________ (Company Name) (Signature) (Date) C: District 4 & Pittsburg Office

KA4496.doc

4BKansas Department of Transportation

3BBureau of Construction and Maintenance 0BEstimating Section

1BTo: Prime Contractor Bid Holders

2BFrom: Shane Houser, P.E. - Estimating Engineer

5BDate: February 14, 2018 Proposal/Contract No.: 518026414 Subject: Project Notice for the February 21, 2018 Letting 69-106 KA-4496-01 CRAWFORD COUNTY – INTERSECTION IMPROVEMENT Several sheets have been revised and are included. They will be sent out as revised plans after the letting. Special provision 15-09002-R03 STORMWATER POLLUTION MANAGEMENT has been added. 15-PS0360 STORMWATER POLLUTION MANAGEMENT has been removed. 15-PS0434 CONSENT DECREE has been removed. This revised the Special Provision List. To view this document, choose “Addendum #1” from our website (https://kdotapp.ksdot.org/Proposal/Proposal.aspx). We also recommend that you check the Bid Express “Questions and Answers” (https://www.bidx.com/ks/lettings) to review any questions that may have been posted for this project.

https://kdotapp.ksdot.org/Proposal/Proposal.aspx

https://www.bidx.com/ks/lettings

KANSAS DEPARTMENT OF TRANSPORTATIONSPECIAL PROVISION LIST

PAGE:DATE:

101/31/18

STATE PROJECT NO: U069-106 KA 4496-01 STATE CONTRACT NO: 518026414

PREPARED DATE:

REVISED DATE:

WAGE AREA:

PRIMARY DISTRICT:

DESCRIPTION:

1

PRIMARY COUNTY: CRAWFORD4

INTERSECTION IMPROVEMENT. US-400 & US-69 IN CRAWFORD CO. LENGTH IS 0.94 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT. OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

REQUIRED CONTRACT PROVISION-NONCOLLUSION / HISTORY-DEBARMENT08-10-66-R05REQUIRED CONTRACT PROVISION-EMULSIFIED ASPHALT ADJUSTMENT08-31-09-R01REQUIRED CONTRACT PROVISION-FINANCIAL PREQUALIFICATION04-30-82-R07REQUIRED CONTRACT PROVISION-CONTRACTUAL SERVICES-LEGISLATOR08-04-92-R03REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR FUEL10-10-00-R07REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR ASPHALT06-01-06-R01REQUIRED CONTRACT PROVISION-EEO REQUIREMENT11-15-96-R05REQUIRED CONTRACT PROVISION - BOYCOTT OF ISRAEL PROHIBITED07-01-17REQUIRED CONTRACT PROVISION-TAX CLEARANCE CERTIFICATE01-01-11-R01MINIMUM WAGE RATE (AREA 1)KS180019REQUIRED CONTRACT PROVISION-ITS UNIT COST04-06-09ERRATA SHEET FOR STD SPEC BOOK FOR RD & BR CONST, 2015 ED15-ER-1-R12INFORMATION TO CONTRACTORS (STATUS OF UTILITIES)15-01002REQUIRED CONTRACT PROVISIONS KS FUNDED CONST CONTRACTS15-01003FUEL ADJUSTMENT15-01008ASPHALT ADJUSTMENT15-01009EMULSIFIED ASPHALT ADJUSTMENT15-01010ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT15-01011-R05PROSECUTION AND PROGRESS15-01016-R01CONTROL OF WORK15-01019REMOVAL OF EXISTING STRUCTURES15-02001ON GRADE CONCRETE15-04003GENERAL CONCRETE15-04005ASPHALT PAVEMENT SMOOTHNESS15-06006-R01HOT MIX ASPHALT CONSTRUCTION QC/QA15-06007PERMANENT SIGNING15-08010STORMWATER POLLUTION MANAGEMENT15-09002-R03STONE FOR RIPRAP, DITCH LINING AND OTHER MISCELLANEOUS USES15-11001-R03AGGREGATE FOR HMA15-11002-R01AGGREGATE FOR ON GRADE15-11004GENERAL REQUIREMENT DIVISION 120015-12001AIR-ENTRAINING ADMIXTURES FOR CONCRETE15-14001SHEET MATERIALS FOR CURING CONCRETE15-14002HOT JOINT SEALING COMPOUND15-15001STEEL SIGN POSTS15-16002-R01

KANSAS DEPARTMENT OF TRANSPORTATIONSPECIAL PROVISION LIST

PAGE:DATE:

201/31/18

STATE PROJECT NO: U069-106 KA 4496-01 STATE CONTRACT NO: 518026414

PREPARED DATE:

REVISED DATE:

WAGE AREA:

PRIMARY DISTRICT:

DESCRIPTION:

1

PRIMARY COUNTY: CRAWFORD4

INTERSECTION IMPROVEMENT. US-400 & US-69 IN CRAWFORD CO. LENGTH IS 0.94 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT. OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

MATERIALS FOR FENCING15-16004RELEASE COMPOUND FOR ASPHALT MIXES15-17004-R01USES OF PIPE15-19005SEEDS15-21001THERMOPLASTIC15-22001-R01MULTI - COMPONENT LIQUID PAVEMENT MARKING MATERIAL15-22003PAVEMENT MARKING PAINT15-22004-R01IMAGE SYSTEMS15-22005WOOD POSTS15-23001WOOD FENCE POSTS15-23002PART V15-25001-R05CONSTRUCTION MANUAL - PART V15-25002MATERIALS CERTIFICATIONS15-26001-R05MODIFIED REQUIREMENTS - ASPHALT MIXTURES15-MR0082BIDDING REQUIREMENTS AND CONDITIONS15-PS0106COMBINATION VIDEO/RADAR DETECTION SYSTEM15-PS0107WORK SCHEDULE15-WS0070

END OF SPECIAL PROVISION LIST

Revised Plans for KA-4496-01 which would affect the contractor’s bid.

Primary reasons for the changes are due to KDOT finalizing Standards that deal with meeting the AASHTO 2013 Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals. This standard change will permit signals with mast arm lengths up to 60’ feet to have a standard foundation design. The original plans had 3 special foundation designs for which 2 can be removed and use the standard.

Changes are listed below:

Sheet #69 General Note #12 Changes to read- Pole 4 Require Special Foundations. See Sheet 74 for Details

Sheet #71 Note # 11. Changes to read- See Sheet 74 for Special Foundation Details at Pole 4

Sheet #73 KDOT Standard TE111A to be changed to - Revised Standard TE111A (not approved through FHWA at this time therefore, the standard number is crossed out – soon to be approved and available on KART.)

Sheet #74 Title for detail to changes to read – SPECIAL POLE FOUNDATION – POLE 4; Remove the Bolt Circle Sized to 16” to 20” Bolt Circle and detail; updated Chart A with data for only pole 4.

Sheet #75 KDOT Standard TE120A to be changed to - Revised Standard TE120A (not approved through FHWA at this time therefore, the standard number is crossed out – soon to be approved and available on KART.)

TE120A had added Section 2.11.6 Conduit Installation - which requires that the contractor provide KDOT an electronic list of GPS readings in (Excel Format) . . . . .

Also Section 2.14.1.3 Traffic Signal Poles - has removed the option to grout the area between the top of the concrete foundation and the bottom of the traffic signal pole base. Only ¼ inch galvenized wire cage is allowed.

Also Section 1.16.5 Pole Wiring - requires a seven-conductor cable for pedestrian signals

Sheet #77 KDOT Standard TE120C to be changed to Revised Standard TE120C (not approved through FHWA at this time therefore, the standard number is crossed out – soon to be approved and available on KART.)

Changed 2009 AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic Signals to be 2013 AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. (In Four locations Section 3.2.10.1.4, Section 3.2.10.2, Section 3.2.10.7 and Section 3.2.10.9.1)

KR10-12

R10-10L

KR10-12

R10-10L

Prop. Edge of Pavement (Typ.)

Prop. Edge of Shoulder (Typ.)

Prop. Edge of Pavement (Typ.)

Prop. Edge of Shoulder (Typ.)

6' x 55' Detection Zone (Typ.)




Enclosure (To Remain)

Existing Power

Cabinet (To Remain)

Existing Controller

Box (To Remain)

Existing Service

Note 13

Note 10 (Typ.)

Note 10 (Typ.)

Note 10 (Typ.)

Note 11 (Typ.)

Secondary Service Point

Existing Waterline to Remain.

CAUTION!!!

Edge of Shoulder (Typ.)

Edge of Pavement (Typ.)

Edge of Shoulder (Typ.)

Edge of Pavement (Typ.)

(To Be Removed, See Notes 14 & 15)

Temp. Signal (Span Wire) (Typ.)







A

JH

AC A A

J

H

A

(44.0')

JA

J

42

43

72

83

82

32

62

13 14

40

41

71

81

80

31

212051

61

11 12

1

2

3

4

1

2

3

4

C CA

8

5

7

6

(60.0')

(62.0')

(58.0')

Designed by

Drawn bySht of

CCB

CCB

Date

Job No.

US-69/US-400 INTERSECTION IMPROVEMENTS

CRAWFORD COUNTY, KANSAS

331-160087-005-7993

STATENO.

PROJECTYEAR

NO.

SHEET

SHEETS

TOTAL

KANSAS

245 NORTH WACO

WICHITA, KANSAS 67202

PHONE: 316-303-3000

FAX: 316-303-0156

SUITE 222

2/13/2018189

18969-106 KA-4496-01 2017

LUMINAIRE

TRAFFIC SIGNAL POLE

TRAFFIC SIGNAL PEDESTAL

TRAFFIC SIGNAL HEAD W/TYPE DESIGNATION

PEDESTRIAN SIGNAL & PUSHBUTTON

JUNCTION BOX

SERVICE BOX

PAD MOUNTED CONTROLLER

POLE MOUNTED CONTROLLER

SECONDARY SERVICE POINT

LEGEND

SIGN ON 2 POSTS

SIGN ON 1 POSTX

X

1 1/2" CONDUIT

3" CONDUIT

2" CONDUIT

VIDEO DETECTION CAMERA

23 DETECTOR NUMBER

6 POLE NUMBER

SERVICE BOX NUMBER2

DETECTION ZONE

POLE & CONTROLLER LOCATIONS

POLE NO. STATION OFFSET NORTHING EASTING

BOX NO. STATION OFFSET NORTHING EASTING

SERVICE BOX LOCATIONS

MAST ARM MOUNTED ON TRAFFIC SIGNAL POLE

SCALE

20' 40'20' 0

1"=20'

69

US-69 & US-400

TRAFFIC SIGNAL PLAN

A C

SIGNAL FACES

H

POLE NO.

SIGN LOCATIONS

SIGN TYPE SPACING ON ARM*

* TO CENTER OF SIGN

CAMERA W/ ARM

AXIS PTZ DOME NETWORK

& BACKPLATETRAFFIC SIGNAL HEAD W/TYPE DESIGNATION

PHASE DIAGRAM

Ø1 Ø2

Ø5 Ø6

Ø4

Ø8

Ø3

Ø7

US-160 / US-69

J

BE 12" L.E.D.

ALL LENSES SHALL

NOTE:

44

45

73

46

47

74

48

49

75

85

84

33

86

87

89

88

63

15 16

64

17 18

232252

252453

272654

2928

*Cont.

4

3

2

1

*Existing Controller to Remain. See Note 5.

US-400 / K-171

K-171 HIGHWAY

US-400 HIGHWAY

US-160/ U

S-69

HIG

HW

AY

US-400 / U

S-160 / U

S-69

HIG

HW

AY

-

1579514.5157

1579466.9738

1579615.5047

1579672.2481

-

2415479.8005

2415341.3315

2415328.7411

2415456.6769

74

**8

7

6

5

4

3

2

1

-

1579621.2512

1579420.0137

1579523.7844

1579496.3893

1579491.0682

1579623.4791

1579631.0291

-

2415519.2913

2415451.8146

2415291.9202

2415463.2707

2415343.4423

2415336.2837

2415459.7348

KR10-12

R10-10L

R10-10L

KR10-12

R10-10L

4

3

3

2

1

57.6'

54.6'

42.8'

39.0'

53.0'

104.50' Rt.

49.66' Lt.

149.73' Rt.

40.40' Rt.

73.69' Rt.

75.00' Rt.

57.59' Lt.

61.00' Lt.

GENERAL NOTES

69

& K-171 HIGHWAY BASELINES.

OFFSET INFORMATION IS FROM THE US-400

& JUNCTION BOX, THE PROVIDED STATION &

NOTE: EXCLUDING THE EXISTING CONTROLLER

21+64.26

100+57.00

1140+72.00

1140+64.91

100+38.03

120.65' Rt.

56.00' Rt.

99.00' Rt.

49.89' Lt.

102.29' Lt.

PHASE 1 & 5 SHALL TRIGGER RIGHT TURN OVERLAP (OL) PHASING.

DOTTED LINES CONNECTING PHASES INDICATE PHASES THAT CAN OCCUR CONCURRENTLY.

NOTE:

OL

OL

21+64.60

100+99.28

100+26.54

1140+24.72

100+40.00

1140+75.00

1140+72.74

100+40.00

Sta. 16+00.00 US-400/US-160/US-69 (South)

Sta. 100+00.00 K-171 (Ahead) =

Sta. 1141+55.73 US-400 (Back) =

**Existing Service Box to Remain. See Note 5.

71GENERAL NOTES (CONTINUED)

SHALL BE SUBSIDIARY TO THE BID ITEM "TRAFFIC SIGNAL".

RE-USED, INCLUDING POLES, SHALL BE REMOVED. THIS WORK

COVERED OR REMOVED. EXISTING TEMPORARY SIGNAL NOT BEING

ARE REPLACED, SPAN-WIRE SIGNAL HEADS & EQUIPMENT SHALL BE

PLACE DURING CONSTRUCTION. AS EXISTING POLES & EQUIPMENT

15. THE EXISTING TEMPORARY SPAN-WIRE SIGNAL SHALL REMAIN IN

TO THE BID ITEM "TRAFFIC SIGNAL".

TO MAINTAIN SIGNALIZATION. THIS WORK SHALL BE SUBSIDIARY

RESPONSIBLE FOR PHASING POLE CONSTRUCTION AS NECESSARY

COMBINATION OF BOTH MAY BE USED. THE CONTRACTOR SHALL BE

THE EXISTING TEMPORARY SIGNAL, NEW PERMANENT SIGNAL OR

14. THE INTERSECTION SHALL REMAIN SIGNALIZED AT ALL TIMES.

Sta. 20+00.00 US-160/US-69 (North)

Sta. 1141+28.73 US-400 =

DETAILS.

DEGREES FROM MAST ARM). SEE SHEET FOR ADDITIONAL

TO MAXIMIZE VISIBILITY OF US-400 AND US-69 (APPROXIMATELY 45

MOUNTED ON THE SOUTHWEST SIDE OF THE POLE AND ORIENTED

HEIGHT OF APPROXIMATELY 38.0 FEET. THE CAMERA SHALL BE

13. AXIS PTZ DOME CAMERA SHALL BE MOUNTED TO POLE 1 AT A

FOR DETAILS.

12. POLE 4 REQUIRES SPECIAL FOUNDATIONS. SEE SHEET

SHEET FOR LOCATIONS.

US-400. SEE DETECTOR SUMMARY CHART ON OPERATIONS DETAILS

320' FROM STOP LINE ALONG SOUTHBOUND US-69 NORTH OF

11. 6'X6' ADVANCED DETECTION ZONES ARE LOCATED 92', 210' &

SHEET FOR LOCATIONS.

US-400. SEE DETECTOR SUMMARY CHART ON OPERATIONS DETAILS

& 490' FROM STOP LINE ALONG US-400, K-171 AND US-69 SOUTH OF

10. 6'X6' ADVANCED DETECTION ZONES ARE LOCATED 92', 210', 320'

INFORMATION.

FOR CLARITY. SEE PAVEMENT MARKING SHEETS FOR MORE

9. PROPOSED PAVEMENT MARKING & STATIONING ARE SCREENED

CLARITY ONLY.

AND/OR FOUNDATIONS. CURVED LINES SHOWN ON PLAN FOR

8. ALL CONDUIT RUNS SHALL BE STRAIGHT BETWEEN BOXES

UTILITIES AND THEIR EXACT LOCATION PRIOR TO CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE ONLY.

7. EXISTING FEATURES AND UTILITIES ARE SHOWN FROM AVAILABLE

WORK SHALL BE SUBSIDIARY TO THE BID ITEM "TRAFFIC SIGNAL".

6. ALL CONDUIT SHALL BE BORED UNDER EXISTING PAVEMENT. THIS

THE ENGINEER.

CONTROL SHALL BE COVERED OR REMOVED AT THE DIRECTION OF

HEADS OR TRAFFIC SIGNS THAT CONFLICT WITH THE TRAFFIC

LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY. SIGNAL

SERVICE BOX, AND TRAFFIC SIGNAL CONDUIT TO REMAIN.

THE PLANS. EXISTING CONTROLLER CABINET, POWER ENCLOSURE,

5. ALL EQUIPMENT SHALL BE NEW UNLESS SHOWN OTHERWISE ON

4. LUMINAIRE ARMS SHALL BE ORIENTED OVER THE MAST ARMS.

STOP BARS AS SHOWN.

INTERSECTION SHALL BE APPROXIMATELY 10 FEET IN FRONT OF 24"

LANES, EXCEPT AS INDICATED ON THE PLANS. DETECTOR ZONES AT

3. VIDEO DETECTION ZONES SHALL BE CENTERED IN TRAFFIC

ENGINEER

OBSTRUCTIONS AND FACILITATE WIRING, AS APPROVED BY THE

APPROXIMATE AND MAY BE FIELD ADJUSTED TO CLEAR

2. SERVICE, JUNCTION BOXES AND CONDUIT RUNS ARE

CONTRACTOR ORDERING TRAFFIC SIGNAL POLES AND HARDWARE.

SHALL BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO

BOXES ARE TO BE INSTALLED. APPROVED STAKED LOCATIONS

1. THE CONTRACTOR WILL STAKE LOCATIONS WHERE POLES, AND

NEW SHEET - Released by Addendum DATE 02/14/2018 VOID PREVIOUS ISSUE

-QUANTITIES FOR INFORMATION ONLY-

ITEM UNIT QUANTITY

BID ITEM

L.S. L.S.

LEGEND LENGTH QUANTITYSIGN

CHART C OVERHEAD STREET NAME SIGNS

HEIGHT

MOUNTING

SIGNAL ARM

ON ARM

SIGNALS

NO. OF

HEIGHT

MOUNTING

LUMINAIRE

QUANT.

LENGTH

ARM

LUMINAIRE

HEIGHT

POLE

LENGTH

ARM

SIGNAL

SPACING

SIGNAL

A B C D E F

H I J K

P

*

*

OR NOT.

OPERATION OF THE TRAFFIC SIGNAL SYSTEM WHETHER SPECIFICALLY MENTIONED

SATISFACTORY OPERATION OF ELECTRICAL APPARATUS AND FOR COMPLETE

FURNISH AND INSTALL ALL EQUIPMENT AND MATERIALS NECESSARY FOR THE

THE TRAFFIC SIGNAL SYSTEM SHALL BE COMPLETE AND THE CONTRACTOR SHALL4)

SUBSCRIPT "P" INDICATES PROGRAMMED SIGNALS.3)

ALL LENSES ARE L.E.D. UNLESS OTHERWISE NOTED.2)

SHALL NOT BE DISPLAYED WHEN OPERATING IN THE PROTECTED ONLY MODE.1)

NOTES:

L

TRAFFIC SIGNAL

Dra

wn B

y :

File :

exa

mples

Plotted :

te130a_S

OU

TH.d

gn

13-F

EB-2

018 1

5:3

8

3

2

1 12/24/14

12/24/14

10/25/15 BDG

BDG

BDG

CPA

CPA

CPA

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS

STATE PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

KANSAS DEPARTMENT OF TRANSPORTATION

TE130A 12/31/2015

C.P.A.

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

C.P.A.

Brian D. Gower

Removed Doghouse signal added HAWK, FY & KR

Updated R10 sizes chg. H head to I head

Added bid items for video & radar detection

TRAFFIC SIGNAL QUANTITIES SHEET

NEMA SYSTEM

TRAFFIC SIGNAL QUANTITIES SHEET

AR

RA

NG

EM

EN

T

SIG

NA

L F

AC

E

(P

ER F

AC

E)

NO.

SE

CTIO

NS

QU

AN

TIT

Y

TYPE

MOUNTING

SIGNAL

CHART A SIGNAL SUMMARY

KR10-12 R10-10L

2017

Sh. No.

69-106 KA-4496-01 189

CHART B TRAFFIC SIGNAL POLES

71

71

J

A

J

C

H

A

5

3

5

3

4

3

SIDE-OF-POLE

SIDE-OF-POLE

MAST ARM W/BACKPLATE




2

2

2

3

2

5

40.0'

40.0'

40.0'

40.0'

62.0'

60.0'

44.0'

58.0'

19.0'

19.0'

19.0'

19.0'

3

3

3

3

38.6', 50.6', 61.6'

34.7', 46.7', 58.6'

18.9', 30.9', 42.9'

33.9', 45.9', 56.9'

15.0'

15.0'

15.0'

15.0'

39.5'

39.5'

39.5'

39.5'

1

1

1

1

4

3

2

1

79-93

NOT U

PD

ATED

WIR

E & C

ON

DUIT

79-93

L.S. L.S.INTELLIGENT TRANSPORTATION SYSTEM

L.S. L.S.VIDEO/RADAR DETECTION SYSTEM

BILL OF MATERIALS

ITEM UNITQUANT. NOTESPEC. NO.

3.2.38

3.2.38

3.2.38

3.2.33

3.2.33

3.2.33

3.2.33

3.2.32

3.2.31

3.2.30

3.2.29

3.2.27, 3.2.28

3.2.26

3.2.26

3.2.25

3.2.24

3.2.22

3.2.22

3.2.21

3.2.20

3.2.19

3.2.18

3.2.17

3.2.16

3.2.15

3.2.12

3.2.11

3.2.10

3.2.5.2.3

3.2.8, 3.2.9

3.2.5

3.2.5

3.2.7

3.2.6

3.2.5

3.2.4.3

3.2.4.2

3.4.1

3.2.2.7

3.2.2.6.3

3.2.2.6.2

3.2.4.1

3.2.2.5.3

3.2.2.5.2

3.2.2.5.1

3.2.2.4.3

3.2.2.3

3.2.2.2

GPS SYSTEM

HDPE CONDUIT, 3" & FITTINGS

HDPE CONDUIT, 2" & FITTINGS

HDPE CONDUIT, 1-1/2" & FITTINGS

VIDEO

MULTI-CONDUCTOR CABLE NO. 14 AWG 7/C



GROUND WIRE NO. 6 AWG 1/C

POLE & BRACKET WIRE NO. 10 AWG 1/C

LIGHTING DISTRIBUTION WIRE NO. 8 AWG 1/C

SERVICE WIRE NO. 6 AWG 1/C

GROUND ROD & CLAMP

CIRCUIT BREAKER, LUMINAIRE, 15 AMP.

CIRCUIT BREAKER, TRAFFIC SIGNAL, 50 AMP.

SERVICE ENCLOSURE, 125 AMP. COMMERCIAL

ENTRANCE HEAD

KR10-12 SIGN (30" X 36")

R10-10L SIGN (30" X 36")

OVERHEAD STREET NAME SIGN

FUSED STREET LIGHT CONNECTOR KIT

UNFUSED STREET LIGHT CONNECTOR KIT

PHOTOCELL

LUMINAIRE LED 250 WATT EQUIVALENT

LUMINAIRE

POWER ENCLOSURE CABINET

SERVICE BOX

TERMINAL BLOCK

TRAFFIC SIGNAL PEDESTAL ALUMINUM

TRAFFIC SIGNAL POLE

APS PUSHBUTTON SYSTEM

PEDESTRIAN PUSHBUTTON & SIGN (R10-3E; 9"x15")

PEDESTRIAN TRAFFIC SIGNAL LED MODULES

VEHICLE TRAFFIC SIGNAL LED MODULES

BACKPLATE

SIGNAL HEAD MOUNTING BRACKET

TRAFFIC SIGNAL HEAD

RADAR DETECTION DEVICE

VIDEO DETECTION CAMERA

BATTERY BACKUP SYSTEM (BBS/UPS)

BUS INTERFACE UNIT

PAD MOUNTED CABINET

POLE MOUNTED CABINET

DETECTOR, 2-CHANNEL

FLASH TRANSFER RELAY

FLASHER

LOAD SWITCH

SURGE PROTECTOR

MALFUNCTION MANAGEMENT UNIT

CONTROLLER UNIT

-

704

593

201

1695

2580

1495

-

1545

465

2715

-

11

-

-

-

-

2

3

CHART C

4

4

4

4

4

-

7

4

-

CHART B

-

-

-

58

CHART A

CHART A

CHART A

-

-

-

-

-

-

-

-

-

-

-

-

-

EACH

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

LIN FT

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EXISTING. SEE NOTE 4





NONE

SEE NOTE 8

SEE NOTE 8

SEE NOTE 8


SEE NOTE 6

EXISTING. SEE NOTE 4 & 9




EXISTING NEMA SIZE 6 (P)








ETHERNET SURGE PROTECTOR

CELLULAR MODEM (MODEM, POWER SUPPLY, ANTENNA & CABLE)

COMPOSITE CAMERA CABLE

CAMERA POLE MOUNT BRACKET

CAMERA ASSEMBLY (IP CAMERA & POWER SUPPLY)

1

1

265

1

1

EACH

EACH

LIN FT

EACH

EACH

SEE NOTE 14

SEE NOTE 13 & 14

SEE NOTE 12 & 14

SEE NOTE 12 & 14

SEE NOTE 12 & 14

ITEM QUANT. UNIT NOTE

74

BILL OF MATERIALSINTELLIGENT TRANSPORTATION SYSTEM (ITS)

CA

Dconform C

ertify T

his File

CADconform Certify This File

BID ITEM "INTELLIGENT TRANSPORTATION SYSTEM".

CAMERA AND CELLULAR MODEM SHALL BE SUBSIDIARY TO THE LUMP SUM

SPECIFICATIONS. SEE SHEETS . ALL ITEMS REQUIRED FOR PTZ

14. CCTV AND CELLULAR MODEMS SHALL BE COMPLETED PER ITS

(OR APPROVED EQUAL) FOR VERIZON WIRELESS NETWORK.

13. CELLULAR MODEM SHALL BE SIERRA WIRELESS AIRLINK MODEL GX450

CONNECTORS. SEE SHEETS FOR ADDITIONAL REQUIREMENTS.

CATEGORY 6 (CAT6) SHIELDED ETHERNET CABLE WITH SHIELDED RJ45

TO POLE 1 WITH AXIS T91A67 POLE BRACKET. PTZ WIRE SHALL BE

12. PTZ CAMERA ASSEMBLY (CCTV) SHALL BE AXIS Q6052-E & BE MOUNTED

11. SEE SHEET FOR SPECIAL FOUNDATION DETAILS AT POLE 4.

ALPHA FXM 1100 (UPS MODULE).

10. BATTERY BACKUP SYSTEM (BBS)(EXISTING, SEE NOTE 4) SHALL BE

CONTACT LARRY SEWARD AT 620-249-4341.

"VIDEO/RADAR DETECTION SYSTEM". TO OBTAIN THE HYBRID CAMERAS,

VIDEO EQUIPPED CAMERAS SHALL BE PAID FOR BY THE BID ITEM

VANTAGE VECTOR HYBRID CAMERAS. ALL ITEMS REQUIRED FOR RADAR AND

9. VIDEO DETECTION CAMERAS (EXISTING, SEE NOTE 4) SHALL BE ITERIS

SPECIFICATION 2.4.

"PRE-QUAILIFIED MATERIALS LISTING". SEE TRAFFIC SIGNAL

8. LUMINAIRES SHALL BE L.E.D. AND ON THE LATEST KDOT

GALVANIZING.

7. ALL POLES AND EQUIPMENT SHALL BE POWDER COATED BLACK AFTER

SPECIFICATIONS.

YELLOW BORDER MEETING ASTM D-4956 TYPE IX SHEETING

6. ALL BACK PLATES SHALL BE EQUIPPED WITH A 2" RETRO-REFLECTIVE

WORK SHALL BE SUBSIDIARY TO THE BID ITEM "TRAFFIC SIGNAL".

5. EXISTING TEMPORARY POLES AND SPAN WIRE SHALL BE REMOVED. THIS

LARRY SEWARD AT 620-249-4341.

THE CABINET. FOR COORDINATION WITH EXISTING EQUIPMENT, CONTACT

GPS UNIT, DETECTOR CARDS, AND OTHER EXISTING EQUIPMENT WITHIN

POWER ENCLOSURE, SIGNAL CABINET, CONTROLLER, VIDEO DETECTION,

CHARGE. EXISTING EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, THE

CONTRACTOR, THE DEVICE SHALL BE REPLACED AT NO ADDITIONAL

DEVICES SHALL BE REPLACED. IF THE DEVICE IS DAMAGED BY THE

REMAIN IN PLACE OR BE REMOVED IN SALVAGEABLE CONDITION. DAMAGED

EXISTING DEVICES IN SIGNAL CABINET THAT ARE NOT NEEDED SHALL

TEMPORARY SIGNAL PLANS (PROJECT NUMBER 331-160087-000-7993).

4. CONTRACTOR SHALL UTILIZE THE EXISTING DEVICES AS SHOWN THE

SIGNAL SYSTEM WHETHER SPECIFICALLY MENTIONED OR NOT.

ELECTRICAL APPARATUS AND FOR COMPLETE OPERATION OF THE TRAFFIC

MATERIALS NECESSARY FOR THE SATISFACTORY OPERATION OF

CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND

3. THE TRAFFIC SIGNAL SYSTEM SHALL BE COMPLETE AND THE

2. ALL CONDUIT SHALL BE BORED UNDER EXISTING PAVEMENT.

INTERSECTION SIGNAL.

1. QUANTITIES SHOWN ARE FOR US-160/US-69 AND US-400/K-171

NOTES:

FLASHING

YELLOW

ARROW

ON

LEFT TURN

YIELD

TURN

SIGNAL

LEFT


Sh. No.

2017

73

73 18969-106 KA-4496-01

HAND HOLE

WIRING TERMINAL

6"

6"

BASE DETAIL

MAST ARM POLE &

1"

2"

30"

24"

(R10 SERIES)

SIGNS OVER 18" TALL

BRACKET DETAIL

SIGN MOUNTING

36"

MOUNTING DETAIL

RIGID SIGNAL

10'

3'-6" 4'-6"

19'

* 7'

Ground Rod

" X 12'43

REBAR CAGE DETAIL

MAST ARM POLE

6"

6"

(FOR MAST ARMS UP TO 60')

6"

13'-0"

#4 Ties, 12" Spacing

ANCHOR BOLT DETAIL

MAST ARM POLE

Noted in Plans.

Regulatory Sign as

5" Backplate

Min.

24"

Variable

Formed into a Square

Top 6" of Concrete

32" Outside Dia.

3" Min.

Min.

12"

30" M

ax.

24" Min.

3"

Min.

Min.

24"

Spaced

8, #6 Bars Equally

or Wire

Spot Weld

Nut

Flat Washer

Lock Washer Fiber Washer

Bolt

Pole

Varia

ble

Hex Nut

Pole Base Plate

Flat Washer

Leveling Nut

Max.

1"Terminal BLock

Ground Lug

Hand Opening

4" X 6"

by the manufacturer.

Actual dimensions shall be supplied

Dimensions shown are typical only.

Neoprene Gasket

Screw

Cover

Cover

10 feet above sidewalk level.

not less than 7 feet or more than

signal housing including brackets

mounted with the bottom of the

* NOTE: Pedestrian signal heads shall be

Pole Standards

Bolt Circle per

KDOT for review.

either of these must have calculations submitted to

psf or greater. Soils having properties less than

"Ø" of 5° or greater or a minimum "c" value of 500

Minimum soil properties for these lengths are either

review.

design calculations must be submitted to KDOT for

longer mast arm is required, signal pole foundation

up to 60 feet with a 13'-0" deep footing shaft. If a

design is acceptable for a maximum mast arm span

NOTE: The KDOT standard traffic signal pole foundation

13' for M

ast

Arm

s u

p t

o 6

0'


Dra

wn B

y :

File :

exa

mples

Plotted :

te111a.d

gn

13-F

EB-2

018 1

5:2

8

3

2

1 4/22/04

12/24/13

5/23/14 BDG

BDG

BDG

CPA

CPA

JFF


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.

TE111A 12/31/2015

C.P.A.

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

C.P.A.

Brian D. Gower

Added APS Push Button

Ped. signal updated to single head + note

Signal Pole Foundation Note

DETAIL SHEET

TRAFFIC SIGNAL INSTALLATION


32" OUTSIDE DIA.

6"

6"

#4 TIES, 12" SPACING

OR WIRE

SPOT WELD

24'-

0"

GROUND ROD

ƒ" X 12'

24'-

6"

12" MIN.

3" MIN.

FORMED INTO A SQUARE

TOP 6" OF CONCRETE

SPACED

8, #6 BARS EQUALLY

Designed by

Drawn bySht of

CCB

CCB

Date

Job No.

US-69/US-400 INTERSECTION IMPROVEMENTS

CRAWFORD COUNTY, KANSAS

331-160087-005-7993

STATENO.

PROJECTYEAR

NO.

SHEET

SHEETS

TOTAL

KANSAS

245 NORTH WACO

WICHITA, KANSAS 67202

PHONE: 316-303-3000

FAX: 316-303-0156

SUITE 222

2/13/2018189

18969-106 KA-4496-01 2017

18974CCB

CCB

24" MIN.2"

3"

MIN.

30"

MA

X.

24"

MIN.

1"

SPECIAL POLE FOUNDATION GENERAL NOTES

MAST ARM POLE & BASE DETAIL MAST ARM POLE REBAR CAGE DETAIL

SEE CHART A (THIS SHEET)

TOP OF FOOTING ELEVATION.

responsibility to verify elevation prior to placing footing.

à Actual elevations may differ in the field. It is the Contractor's

POLE NO.ELEV.

FOOTING TOP OF

CHART A - POLE FOUNDATION ELEVATIONS

CENTER OF POLEELEV. AT

EXIST. GROUND à

5. CONDUIT SHALL HAVE PLASTIC (OR METAL) BUSHING (ABOVE BASE) TO PREVENT CABLE CHAFING.

4. USE ANTI-SEIZE COMPOUND ON ALL THREADS.

3. SEE TE111A FOR ANCHOR BOLT DETAIL.

2. CONCRETE SHALL MEET THE REQUIREMENTS OF GRADE 4.0 PER KDOT STANDARD SPECIFICATIONS.

ELEVATION, CONTRACTOR SHALL NOT PROCEED WITH OUT ENGINEER APPROVAL OF SOCKET DEPTH.

1. IN THE EVENT SOUND ROCK IS ENCOUNTERED AT A DEPTH LESS THAN 21'-0" BELOW ADJACENT FINISHED GROUND

EXTENDED FOOTING DETAILS

TRAFFIC SIGNAL

74

MA

X.

AB

OV

E

FIN

AL

GR

AD

E

= 3'-

6"

MIN.

DE

PT

H

BE

LO

W

FIN

AL

GR

AD

E

= 21'-

0"

4 907.01' 909.00'

SPECIAL POLE FOUNDATION - POLE 4



Dra

wn B

y :

File :

exa

mples

Plotted :

te120a.d

gn

13-F

EB-2

018 1

5:2

8

3

2

1 6/07/13

5/23/14

5/23/14 BDG

BDG

BDG

CPA

CPA

CPA


TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.

TE120A 12/31/2015

C.P.A.

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

C.P.A.

Brian D. Gower, P.E.

Edits to 2.18 Vehicle Detector Loop Inst

Formating updates for consistancy

Aggreg. Bedding change from CAP-4 to SB3

SPECIFICATIONS

TRAFFIC SIGNAL

2.16. WIRE AND CABLE INSTALLATION.

location in relation to the final lane configuration.

recommendations. Special care must be taken to placethe loops in their proper

pavement during the pavement construction in accordance with the manufacturer's

Pre-formed loops shall be installed in new 2.18.3. PRE-FORMED LOOPS.

inches of a transverse joint.

concrete pavement shall be adjusted such that no loop begins or ends within 12

the intended zone of detection. The longitudinal orientation of loops installed in

lanes; or if they cover more than one lane, they shall be centered over the width of

to the locations shown in the Plans. Loops shall be centered in their respective

Detector loops shall be installed as close as practicable2.18.2. LOOP DETECTOR.

of all required equipment and components for the detection of vehicles.

All Vehicle Detection Systems shall be a complete assembly 2.18.1 GENERAL.

2.18. VEHICLE DETECTION SYSTEMS.

concerning whether or not the cabinet end is grounded.

recommendations of the loop detector manufacturer should be followed

floating (not attached to earth ground) at the pullbox. The

The detector lead-in shielding and drain wire shall be electrically2.17.1.

clamp to a ground rod. Ground rods shall be installed as detailed in the Plans.

internal ground lug. All ground wires shall be attached by means of a ground

inch 43means of a ground wire bolted to the inside of these devices with a

pedestals, controller cabinets, and service circuit breakers shall be grounded by

of the Standard Specifications and as specified herein. All traffic signal poles,

The traffic signal system shall be grounded per Section 814.3 2.17. GROUNDING.

unused conductors shall be taped.

two-conductor cable shall run to each pedestrian push-button. The ends of any

signal head; a seven-conductor cable shall run to each pair of pedestrian signals; a

signal head; a separate seven-conductor cable shall run to each four- or five-section

the signal head. A separate five-conductor cable shall run to each three-section

conductor cable from the terminal block in the pole base to the terminal block in

Each signal head shall have a separate run of multi-2.16.5. POLE WIRING.

terminals within the cabinet per the wiring diagram furnished with the cabinet.

with a permanent label, and shall connect all field wires to their respective

shall clearly identify each field wire coming into the cabinet as to its function

The Contractor 2.16.4. TERMINATION OF FIELD WIRES IN THE CABINET.

shall be left in each pole base to allow for connection to the terminal block.

and placed in the bottom of the box. At least 3 feet of excess multiconductor cable

placed on the cable hooks. The excess cable in junction boxes shall be neatly coiled

be left in each pull box. The excess cable in service boxes shall be neatly coiled and

cable, detector lead-in cable, loop detector wire, and lighting distribution wire shall

A minimum of 3 feet of slack or excess multiconductor2.16.3. EXCESS CABLE.

pulling strain on the conductors.

into the conduit, a pulling sock or other similar device shall be used to equalize

When pulling wire2.61.2. PULLING WIRES AND CABLES THROUGH CONDUIT.

sides of the base or top of the foundation. Any unused conductors shall be taped.

be arranged in the base to prevent the splices from coming into contact with the

permanent label and the splices shall be carefully waterproofed. The wires shall

push-buttons. Each conductor shall be clearly labeled as to its function with a

multiconductor cables running up the pedestal shaft to the signal heads and/or

cable that runs to pedestal bases shall be spliced in the pedestal base to the

Multiconductor 2.16.1.2. MULTICONDUCTOR CABLE IN PEDESTAL BASES.

of the box.

be positioned in the pullbox so that the splice is situated in the upper 75 percent

loop splice kit may be used. Taped splices will not be permitted. The wires shall

be carefully waterproofed including the end of the loop wire tubing. An approved

lead-in cables shall be twisted and secured with a wire nut, and the splice shall

in the nearest pull box to a detector lead-in cable. Splices between loops and

The ends of the wire forming each loop shall be spliced 2.16.1.1. LOOPS.

following:

diagram in the Plans. No splicing of conductors will be allowed except for the

Standard Specifications, as modified herein, and in accordance with the wiring

Wire and cable shall be installed per Section 814.3 of the 2.16.1. GENERAL.

2.15. TRAFFIC SIGNAL HEAD INSTALLATION.

Engineer.

more than 10 days prior to the signal turn-on, unless otherwise approved by the

or be completely covered until signal turn-on. Signal heads shall not be installed

as practicable. All signal heads shall be mounted and directed away from traffic,

Signal heads shall be installed as close to signal turn-on 2.1.15.1. GENERAL.

optimum visibility.

face. The Engineer shall direct the final positioning of the signal heads for

All heads shall be plumbed as viewed from the direction in which they 2.15.1.1.

shall be such that all conductors are concealed within the assembly.

to the mast arm according to the manufacturer's recommendations. Construction

rigidly mounted by approved brackets. The brackets shall be securely attached

Mast arm signal head assemblies shall be 2.15.2. MAST ARM MOUNTING.

traffic lanes.

heads so that the signal heads will be in proper orientation over the intended

Special care must be taken before drilling the arm for attaching the signal

the time of mast arm installation to minimize the effects of vibration.

All mast-arm signal heads shall be attached to the mast arm at2.15.2.1.

being the desired height.

feet to 19 feet from the pavement to the bottom of the backplate, with 17 feet

Mast arm mounted signal heads shall be installed at a height of 15 2.15.2.2.

Construction shall be such that all conductors are concealed within the assembly.

attached to the pole with heavy duty stainless steel banding and buckles.

symmetrically arranged, and securely assembled. Mounting brackets shall be

by approved side-of-pole brackets. All members shall be either plumb or level,

Side-of-pole signal heads shall be supported 2.15.3. SIDE-OF-POLE MOUNTING.

the bottom of the signal head.

heads shall be mounted at a minimum of seven (7) feet from the base of pole to

of 10 feet from the base of pole to the bottom of signal head. Pedestrian signal

Side-of-pole traffic signal heads shall be installed at a minimum height 2.15.3.1.

shall be securely installed prior to acceptance of the signals.

The post cap and hand hole cover provided with the pedestal2.14.2.2.

before the wires are installed.

edges or burs. Plastic or rubber bushings shall be installed at each opening

All drilled or punched surfaces shall be carefully reamed to remove any sharp

wire entrances into the pedestal shaft shall be drilled or punched in the field.

All attachments to the pedestal shall be located in the field and all 2.14.2.1.

concrete foundation and tightened to the manufacturer's recommendations.

The cast aluminum pedestal bases shall be bolted to the 2.14.2. PEDESTALS.

the end of the arms and the top of the pole prior to acceptance of the signals.

The end caps provided with the poles shall be securely installed on 2.14.1.4.

located in sidewalk ramps. All boxes shall be free of trash, wire scraps, etc.

Additional boxes may be provided at the Contractor's expense. Boxes shall not be

by the Engineer. The quantity of boxes as shown in the Plans may not be reduced.

be adjusted during installation to clear obstructions and facilitate wiring as approved

814.3 of the Standard Specifications, and as noted below. The location of boxes may

Service box and junction box installations shall be per Section 2.12. PULL BOXES.

the Engineer.

1107, Table 1107-1 of the Standard Specifications and will be visually accepted by

pull boxes. The aggregate shall meet the requirements of SB3 described in Section

A 6 inch thick layer of aggregate shall be provided under all 2.12.1. BEDDING.

boxes shall be filled with a mortar grout or a silicone sealant.

The area around the conduit entrance in-ground 2.12.2. CONDUIT ENTRANCES.

in the Plans.

Cable hooks shall be installed in service boxes as detailed 2.12.3. CAB LE HOOKS.

Bridge Management Engineer.

Any attachments to bridges on the state highway system must be approved by the

shall be covered with aluminum colored butyl rubber sealant (caulking compound).

the structure. The surface of the junction box which comes in contact with concrete

with wedge anchor bolts of sufficient size and strength to safely secure the box to

Junction boxes mounted to bridges shall be mounted 2.12.4. BRIDGE MOUNTED.

Specifications, as modified below, and as detailed in the Plans.

cabinets shall be constructed per Section 814.3 of the Standard

Concrete foundations for poles, pedestals and 2.13. FOUNDATIONS.

electrical pull box prior to placing backfill material.

GPS and three tie-point measurements shall be obtained for each buried

power meters, and transformers. GPS readings shall have 'sub-meter' accuracy.

(Excel Format) for all installed devices, pull boxes, service boxes, cabinets,

The contractor shall provide KDOT an electronic list of GPS readings 2.11.6.

the size, number and dimensions shown in the Plans.

the Standard Specifications. It shall be free of rust and dirt, and shall be of

Reinforcing steel shall meet the requirements of Section 1601 of2.13.1.

FOR TRAFFIC SIGNAL INSTALLATIONS

CONSTRUCTION AND MATERIAL REQUIREMENTS

with the Engineer at least 48 hours in advance of such disruption of operations.

however, the Contractor shall coordinate any planned disruption of signal operations

signal operation can be tolerated during installation of the proposed improvements;

Some periods of disruption of the existing2.8.2. PERIODS OF DISRUPTION.

for installation of the proposed improvements.

cations and improvements except for shutdowns to allow for alterations as required

shall provide continuous operation of the traffic signals during the signal modifi-

Unless otherwise noted in the Plans, the Contractor 2.8.1. EXISTING OPERATION.

and improvements:

The following policies are to be observed during the proposed modifications

equipment at a location which is presently controlled by operating traffic signals.

project may involve replacement and/or modification of existing traffic signal

The work included in this 2.8. TRAFFIC SIGNAL IMPROVEMENT POLICIES.

This work shall be included in the lump sum bid item Traffic Signal.

locations shall be approved by the Engineer prior to construction of each item.

boxes, controller and detector loops shall be staked by the Contractor. Staked

The locations for signal poles, pedestals, service boxes, junctionLOCATIONS.

2.7. STAKING OF POLES, PEDESTALS, PULL BOXES, CONTROLLER, AND LOOP

signals are accepted.

service pole, meter landing, and power used during testing and until the traffic

The fees may include, but are not limited to, costs for conduit, lead-in wire,

power hook-up, regardless of whether these costs have been listed in the Plans.

responsible for payment of any fees assessed by the power company for the

and method of hook-up for the particular location. The Contractor shall be

the local power company prior to beginning work to determine the proper type

The Contractor shall notify 2.6. NOTIFICATION OF LOCAL POWER COMPANY.

utilities.

which may be occasioned by failure to exactly locate and preserve all underground

proposed construction. The Contractor will be fully responsible for all damages

existing utilities located within the right-of-way which do not conflict with the

beginning any construction excavation, and will be required to work around any

The Contractor shall have all underground utilities located and marked before

utilities are not guaranteed. Additional existing utilities may also be encountered.

The plan location of underground2.5. LOCATION OF UNDERGROUND UTILITIES.

of Transportation Safety and Technology for acceptance approval.

Section. All other material items intended for use shall be submitted to the Bureau

www.ksdot.org, "Doing Business", "Highway Contractors", Construction and Materials

included in the "Pre-qualified Materials Listing" located on the KDOT web site,

should be submitted as soon a practicable. Materials approved for use are

materials section of these specifications for the basis of acceptance. The list

a complete list of traffic signal materials proposed for the installation. See the

of the traffic signals, the Contractor shall submit, for the approval of the Engineer,

Before commencement of installation2.4. TRAFFIC SIGNAL MATERIAL LIST.

personnel are provided to the Engineer.

cease until the names and photocopies of certification cards for replacement

Technicians are dismissed from the work, all traffic signal installation work shall

If the Level II Traffic Signal Field Technician or Level II Traffic Signal Construction

traffic signal related work, and a photocopy of each such person's certification card.

II Traffic Signal Construction Technicians who have been assigned to perform

Engineer with the names of the Level II Traffic Signal Field Technician and/or Level

Before starting work, the Contractor shall provide the2.3.1. REQUIREMENTS.

Technology (BTST).

equivalent certification approved by the Bureau of Transportation Safety and

has been granted by the International Municipal Signal Association (IMSA), or an

Technician or Level II Traffic Signal Construction Technician certification which

charge of an employee of the Contractor who holds a Level II Traffic Signal Field

installation work shall be done by, or in the presence of and under the responsible

All traffic signal 2.3. CERTIFICATION OF CONTRACTOR PERSONNEL.

installation details, and the installation details shall govern over these specifications.

of a discrepancy within the Plans, the plan notes shall govern over the standard

be in accordance with Section 105.6 of the Standard Specifications. In the case

discrepancies between the Standard Specifications, Plans, Special Provisions, shall

Coordination of PROVISIONS, AND PROJECT SPECIAL PROVISIONS.

2.2. COORDINATION OF STANDARD SPECIFICATIONS, PLANS, SPECIAL

adopted by the State of Kansas.

All signs, signals, and markings shall conform to the latest edition of the MUTCD

of the Engineer and the Maintaining Agency at the time of acceptance of the work.

The traffic signal system shall be complete and in operation to the satisfaction

and installed as though such parts are shown in the the Plans or specified herein.

which are necessary to complete the traffic signal installation shall be furnished

All incidental parts which are not shown in the Plans or in the Specifications and

Section 814 of the Standard Specifications, as modified by these specifications.

The traffic signal installation shall be constructed according to 2.1 GENERAL.

2. CONSTRUCTION

materials as shown in the Plans or as otherwise required by the Engineer.

signal heads, detectors, control equipment and such other miscellaneous parts and

The installation shall include all poles, foundations, conduit, pull boxes, wiring,

material, and construction requirements for the lump sum bid item Traffic Signal.

These specifications are intended to describe the equipment,1. DESCRIPTION.

bushing and ground wire as detailed in the Plans.

All metallic conduits shall be electrically bonded by a grounding 2.11.3.

manufacturer's recommendations.

The PVC conduit joints shall be made in accordance with the2.11.4.

manufacturer's recommendations.

outlet to outlet, with no splices allowed. Bend radii shall not exceed the

High Density Polyethylene (HDPE) conduit shall be continuous from2.11.5.

Engineer.

on the state highway system must be approved by the Bridge Management

bridge and at each expansion joint on the bridge. Any attachments to bridges

attached to bridges shall have expansion fittings installed at the end of the

All electrical conduit installed above ground shall be metallic. Conduit2.11.2.

boring method only.

existing pavement in District One shall be installed by using an approved

installed using an approved jacking or boring method. Conduit under

Conduit under existing pavement, sidewalk, or driveways shall be2.11.1.

as noted below. Conduit shall be of one type from outlet to outlet.

Contractor may install any approved conduit of the size noted in the Plans, except

indicated in the Plans. If the Plans do not specify the type of conduit, the

the Standard Specifications and as noted below. The conduit shall be of the type

Conduit shall be installed per Section 814.3 of 2.11. CONDUIT INSTALLATION.

Specifications.

below finished grade, and the area backfilled according to the Standard

signal poles, pedestals and controllers shall be removed a minimum of 24 inches

Existing foundations for traffic 2.10. REMOVAL OF EXISTING FOUNDATIONS.

in the new installation.

bolts, nuts, washers, concrete, etc. required to complement the salvaged equipment

shall furnish and install all necessary new materials and equipment including anchor

When salvaged equipment is to be reinstalled, the Contractor 2.9.1. REINSTALLED.

2.9. SALVAGED EQUIPMENT.

improvements.

de-energizing the existing controller to install the proposed modifications and

shall be identified by the Contractor and each conductor properly labeled prior to

All existing wiring within existing controller cabinets 2.8.4. EXISTING WIRING.

by the Engineer. The signal controls shall be operable during all other periods.

the Plans. Traffic control during signal disruptions shall be provided as directed

limited to the hours between 9:00 a.m. and 4:00 p.m., unless otherwise noted in

Planned disruption of signal operations shall be2.8.3. DISRUPTION TIMES.

notification shall become the property of the Contractor.

any equipment that is not retrieved by the owner within 3 working day after

from the work site. Unless otherwise agreed between the owner and the Contractor,

equipment shall be the responsibility of the Contractor until the owner removes it

shall notify the owner of the equipment within 24 hours of its removal. The stored

shall be stored on site for removal by the owner of the equipment. The Contractor

When salvaged equipment is not to be reinstalled, it 2.9.2. NOT REINSTALLED.

2.14. TRAFFIC SIGNAL POLES AND PEDESTALS.

all outlets for signal wiring before the wires are installed.

The one (1) inch rubber grommets supplied with the poles shall be installed at

zinc rich paint as described in Section 1803 of the Standard Specifications.

to remove any sharp edges or burs before application of a field coat of organic

punched in the field. All drilled or punched surfaces shall be carefully reamed

in the field, and all wire entrances into the pole or mast arm shall be drilled or

All other attachments to the poles and mast arms shall be located 2.14.1.2.

shall be installed to the manufacturer's recommendations.

attached to the pole with the clamps furnished with the poles. The clamps

The mast arm and luminaire arm(s) (on combination poles) shall be 2.14.1.1.

ations and covered with the nut covers provided with the poles.

inch. The nuts shall be thoroughly tightened to the manufacturer's recommend-

concrete foundation and the bottom of the leveling nuts shall not exceed one (1)

the leveling nuts on the anchor bolts. The final distance between the top of the

the mast arm and other loads have been applied. Adjustment shall be made using

The traffic signal poles shall be plumbed after 2.14.1. TRAFFIC SIGNAL POLES.

present.

sidewalk or approximately one (1) inch above finished grade if no sidewalk is

is present. The work apron on the controller pad shall be level with the adjacent

sidewalk, or approximately two (2) inches above finished grade if no sidewalk

plumbed with bearing load. The concrete cap shall be level with the adjacent

concrete cap shall be the second pour when the pole has been erected and

placement shall end six (6) inches below finished grade. A six (6) inch square

Foundations shall be constructed in two (2) pours. The initial concrete 2.13.4.

when the concrete is poured.

The anchor bolt threads shall be protected from concrete fouling2.13.3.

steel cage. "Stabbing" of anchor bolts will not be permitted.

plates and/or tying or welding the anchor bolt assembly to the reinforcing

elevation and verticality. This may be accomplished by using positioning

shall make certain the appropriate anchor bolts are in proper orientation,

. During installation of the concrete for the foundation, the Contractor2.13.2

pole using 1/4 inch galvenized (rodent) wire.

Contractor shall build a cage to be installed between the cap and the base of the

Once all loads have been applied and the pole has been plumbed, the 2.14.1.3.

75Sh. No.

69-106 KA-4496-01 2017 75 189


3.2.3.11. SURGE PROTECTOR.

20 Megahertz.

designed to absorb power line noises in the range of 10 kilohertz to

temperature range of -40 to +85 degrees Celsius. The filter shall be

service current at 120 Volts AC and 60 Hertz. It shall have an operating

a peak surge. It shall provide a maximum of 10 amps continuous

wave shape. The clamp voltage shall never exceed 280 Volts during

rated for a peak current of 20,000 amps from an 8 by 20 microsecond

circuits: primary clamp, secondary clamp, and the filter. It shall be

and provides lightning protection. It shall consist of three basic sub

surge protector that absorbs power line noise and switching transients,

The surge protector shall be a filtering

3.2.3.12. DC ISOLATOR.

of a Model 242 two-channel DC isolator per Chapter 5 Section 4 of the TEES.

The DC isolator shall meet the requirements

3.2.3.13. AC ISOLATOR.

Chapter 5 of the TEES.

shall meet the requirements of a Model 252 two-channel AC isolator per

When called for in the Plans, the AC isolator

"Vehicle Traffic Control Signal Heads: LED Circular Signal Supplement publication.

head shall be a 12 inch LED lens meeting the requirements of the most current ITE

When specified in the Plans, the lenses in each signal

3.2.5.1.2. ARROW MODULE.

3.2.5.2 PEDESTRIAN TRAFFIC HEADS.

3.2.5.2.1. COUNTDOWN PEDESTRIAN TRAFFIC CONTROL SIGNAL LENSES.

3.2.4.2.2. CAMERA HOUSING.

3.2.4. DETECTION SYSTEMS.

3.2.4.1. LOOP DETECTORS.

20-2000 microhenries.

detections; multiple channel sequential scanning; an inductance range of

faults on channel indicators while continuing to process and output valid

an "off" mode per channel; open loop test switch that displays previous

allow selection of a minimum of 8 pulse sensitivities, 7 presence levels and

following features shall be included: push-wheel or push button switch to

170E/2070 Traffic Signal Control Systems, respectively. In addition, the

or TEES Chapter 5 Section 2 for NEMA Traffic Controller Assembly or Type

as a minimum, meet the specifications given in NEMA Standards Section 6.5

Loop detector sensor units provided shall,

3.2.4.2. VIDEO DETECTION SYSTEM (VDS).

3.2.4.2.1. VDS CAMERA.

3.2.4.3.3. RADAR HOUSING.

3.2.4.3.4. CABLE.

3.2.5.1.3. LED MODULE.

3.2.5.2.3. ACCESSIBLE PEDESTRIAN SIGNALS (APS).

3.2.5.3. OPTICALLY LIMITED SIGNAL HEADS.

with black doors. Each section shall be provided with a black sheet aluminum sun visor.

signal heads shall be constructed of a durable polycarbonate. They shall be yellow,

The housing for optically limited

3.2.5.3.2. PROGRAMMING.

3.2.6. SIGNAL MOUNTING BRACKETS.

3.2.6.1. MAST-ARM BRACKET.

3.2.6.2. SIDE-OF-POLE BRACKETS.

exiting the support pole and entering the signal head.

The bracket shall be designed to provide a wiring raceway for signal cable

head and allow positioning of the traffic signal heads in increments of 5 degrees.

bracket shall have molded serrations to assure a positive lock with the signal

brackets shall be as required to provide proper signal head alignment. Each

position the banding material on the pole plate. The dimensions of the mounting

and pole plate into a single member which shall include guides to correctly

shall be molded of yellow polycarbonate and shall incorporate a mounting arm

Side-of-pole signal mounting brackets

3.2.5. SIGNAL HEADS.

3.2.5.1. STANDARD VEHICLE TRAFFIC SIGNAL HEADS.

Signal Supplement" and as specified below.

latest edition of the ITE "Vehicle Traffic Control Signal Heads: LED Circular

signal heads. The signal heads shall be in general conformance with the

with the exception of optically limited signal heads and one piece pedestrian

project shall be light emitting diodes (LED) and the product of one manufacturer

All signal heads on a

3.2.5.1.1. TRAFFIC SIGNAL HEAD HOUSING.

All lenses shall be 12 inch diameter glass.

inch thick. The reflectors shall be of either specular aluminum or metalized plastic.

of an 323type, and be made of a durable black polycarbonate of not less than

be yellow with black doors. The visors for each signal section shall be of the tunnel

traffic signal section shall be made of a durable polycarbonate. The housing shall

The housing for each vehicle

3.2.7. BACKPLATES.

3.2.7.1.

shall be furnished with all necessary hardware to attach to the signal heads.

construction capable of withstanding a 100 miles per hour wind. Backplates

a haircell finish on front and smooth finish on the back. They shall be one-piece

minimum of 0.12 inch black ultraviolet stabilized ABS plastic. They shall have

of dark background for the signal indications. They shall be fabricated from a

Backplates shall be of sufficient size to provide a minimum of 5 inches

3.2.8.1. PUSHBUTTON.

3.2.10.6. GALVANIZING.

latest edition of ASTM A123.

steel accessories shall be galvanized to the requirements of the

The poles, mast arms, luminaire arms and all

3.2.10.5. LUMINAIRE ARMS.

be furnished with two clamp-on simplex fittings as detailed in the plans.

shall be welded to one half of the luminaire arm clamp. Truss-type arms shall

clamp-on attachment devices for attachment to the pole shaft. Single tube arms

or truss-type arms as indicated in the plans. All luminaire arms shall have suitable

Luminaire arms shall be either single tube

3.2.10.4. MAST ARMS.

3.2.10.3. COMBINATION POLES.

be welded inside the pole just above the mast arm.

from and just above the mast arm, and a J or C hook wire support shall

reinforced nominal 3 inch by 5 inch hand hole shall be located 180 degrees

to be mounted in the same vertical plane as the signal arm. In addition, a

for the luminaire arm attachment prior to galvanizing, with the luminaire arm

attaching the luminaire arm to the pole shaft. The pole shaft shall be pre-drilled

poles are specified in the Plans, the poles shall also have suitable clamps for

When combination lighting and signal

3.2.10.2. POLES.

3.2.10.1. TAPERED TUBULAR SHAFTS.

3.2.9. PEDESTRIAN SIGN.

3.2.9.1.

3.2.10.7. DESIGN LOAD.

3.2.10.8. ANCHOR BOLTS.

acceptable.

to the requirements of the latest edition of ASTM F436 will also be

either Heavy Square or Heavy Hex nuts. Anchor bolt washers conforming

edition of the American Welding Society. The leveling nuts may be

Specifications for State Road and Bridge Construction and the latest

threads are not permitted. Welding shall conform to the Standard

(Grade 55) of the Standard Specifications with the exception that cut

Anchor bolts shall adhere to Section 1615

3.2.10.9. BASIS OF ACCEPTANCE.

emissions.

must comply with FCC Class B requirements for electromagnetic interference

housing with power and video signal cables connected, the image sensor

of ice and condensation shall be provided. When operating in the camera

at the factory. A heater at the front of the enclosure to prevent the formation

shall have at the rear a connection for power and video signal cables fabricated

have rotation of the camera horizon in the field during installation. Housing

exposed to precipitation as well as direct sunlight. The camera housing shall

shall maintain an ambient temperature range of -30° F to +140° F while

camera housing with a sun shield to minimize solar heating. The housing

and dust-tight meeting NEMA 4 and IP 66 or above, standards. Provide a

The camera housing shall be waterproof

power without significant loss of power.

exceed 1000' (feet), an 18 gauge cable may be necessary to ensure sufficient

gauge for transmitting the required power. In cases where cable runs could

Power cable shall be sufficent with a minimum of 22

3.2.10.9.1 STANDARD SHOP DRAWINGS.

3.2.10.9.2. POLES AND MAST ARMS.

the site geometry.

focus that can be adjusted, without opening the camera housing, to suit

shutter. The camera shall include a variable focal length lens with variable

with an auto-iris control lens that operates in tandem with the electronic

shutter control based upon average scene luminance and shall be equipped

a maximum weight of 30 lbs. The camera shall include an electronic

to NTSC/RS 170. The projected area shall be 2.5 square feet or less with

shall have a minimum effective area of 768(h) x 494(v) pixels conforming

resolution of not less than 400 TV lines shall be provided. The CCD imager

hole CCD sensing element with an infrared filter. Output color video with

digital signal processor (DSP) based and shall use a 0.25 or 0.33 inch view

day but not less than the range 1.0 lux to 10,000 lux. Camera shall be

of the vehicles under all roadway lighting conditions, regardless of time of

proper system operation. The camera shall produce a useable video image

processor (VDP) supplier and shall be qualified by the supplier to ensure

Shall be furnished by the video detection

around the edges.

shield shall only allow light through the arrow display, with no extraneous light

or fired onto the glass lens, or an arrow shield placed behind the lens. The arrow

Signal Supplement" publication. The arrow may be formed of either enamel baked

the most current ITE "Vehicle Traffic Control Signal Head: LED Vehicle Arrow Traffic

When specified in the Plans, LED lenses shall meet

the effects of exposure to the weather.

channels so that after installation, all signal cables shall be protected from

style tightening adjustment on the other. The brackets shall incorporate wiring

be pinned to the bracket at one end and which shall provide a turnbuckle

heavy-duty stainless steel banding material or aircraft-type cable which shall

in all planes. The brackets shall be designed to strap to the mast arm using

mounting of the traffic signal heads while allowing signal aiming adjustment

shall be fabricated of high strength aluminum. They shall provide for rigid

The mast arm signal mounting brackets

3.2.10.9.3. ANCHOR BOLTS.

3.2.8. PEDESTRIAN PUSHBUTTON.

3.2.10.1.1. ROUND TAPERED TUBULAR SHAFTS.

3.2.10. STEEL TRAFFIC SIGNAL POLES.

3.2.10.1.2. MULTI-SIDED TAPERED TUBULAR SHAFTS.

3.2.10.1.3. WELDING.

3.2.10.1.4. NON-DESTRUCTIVE TESTING (NDT).

same manor as specified for arrows.

be of a molded prismatic glass. The indication shall be formed on the lenses in the

White. The pedestrian symbols shall be a minimum of 9 inches high. The lenses shall

"HAND" symbol in Portland Orange, and a Walk "WALKING PERSON" symbol in Lunar

of 18.5 inches wide by 18.75 inches high. The message shall consist of a Don't Walk

lenses shall be rectangular, with a side dimension of 12 inches, or with dimensions

of the ITE Pedestrian Traffic Control Signal Indicators - Light Emitting. Pedestrian

pedestrian signal indications shall be in general conformance with the latest edition

the eggcrate type with a depth of 1.5 inches and a thickness of 0.03 inch. The

yellow with black doors. The visors on the one piece heads shall be black, and be of

be of one piece polycarbonate or cast aluminum construction. The housing shall be

The pedestrian traffic signal heads shall

3.2.10.9.4. TRAFFIC SIGNAL MATERIALS LIST.

anchor bolt.

of the Standard Specifications, the Engineer may require testing of an

poles. If Type "B" certification is not provided according to Section 2601

Specifications for the basis of acceptance of anchor bolts for traffic signal

See Section 1615 of the Standard

under that section.

Standard Specifications for the basis of acceptance for material furnshed

See Section 1608 of the

mounting height, and luminaire arm length and mounting height.

compliance with the plan dimensions for pole height, mast arm length and

pole ordering information. The Engineer will review the information of

Signal Materials List, the Contractor shall submit the necessary traffic signal

Along with the Traffic

3.2.11. TRAFFIC SIGNAL PEDESTALS.

with a pole cap.

aluminum base, anchor bolts with nuts and washers, and be provided

consist of an aluminum shaft of the length specified in the Plans, a cast

Traffic signal pedestals shall

(side-of-pole) or 8 degrees (mast arm) below the horizontal.

above and 10 degrees below the horizontal, and shall be preset at 4 degrees

axis. The signal head shall be able to be preset at angles between 10 degrees

programmed, shall be visible from anywhere within 15 degrees of the optical

The indication of each signal head, when not

accepted by the Engineer.

screened on white regular performance sign sheeting. The sign shall be visually

aluminum alloy. The sign face shall have a non-reflective black legend direct

in the Plans. The sign blank shall be constructed of minimum 0.100 inch thick

The pedestrian information signs shall bear the legend as detailed

shaft sections to resist bending action).

with bolted telescopic field joints so as to develop full strength of the adjacent

38 feet or greater may have arm extensions, of not less than No. 11 gauge steel,

Manufacturing Standard Gauge (Exception: Signal arms designed for lengths of

members made only of one length of structural steel sheet of not less than No. 7

requirements in the Plans. Pole and mast arm shafts shall be tapered tubular

shafts shall conform to Section 1608 of the Standard Specifications and the

Steel traffic signal pole and mast arm

the requirements of the latest edition of ASTM A595 Grade A or B.

Round members shall meet

Grade 55 and shall have a minimum 12 sides.

shafts shall conform to the requirements of ASTM A1011SS Grade 55 or A572

Pole and mast arm

longitudinal seam weld used in the manufacture of the member will be permitted.

steel sheet or plate with no intermediate circumferential welds. Only the single

and mast arm shaft members shall be made from one length of tubing, or structural

Except with written permission from the Engineer, pole

be furnished for all wire entrances into the mast arm.

attaching to the pole shaft, and a removable end cap. Rubber grommets shall

All signal mast arms shall have suitable brackets

3.2.5.3.1. OPTICALLY LIMITED SIGNAL LENSES.

traffic is to be controlled. During daylight, the signal indications shall be visible only

indication shall be adjustable within the signal head to fit the lane or lanes in which

The visibility of the signal

dimensions as required.

round indication or arrow indication meeting the Institute of Transportation Engineers'

signal section. Each section of a signal face shall provide a nominal 12 inch diameter

nor shall a signal indication in one signal section cause a signal indication in another

the side will be permissible. External illumination shall not cause a signal indication,

in those areas or lanes designated. During dusk or darkness, a faint glow visible to

to 135 VAC RMS Voltage range, (60 ± 3 Hz AC).

moisture and dust resistant. Signal modules shall operate in an 80 VAC RMS

display shall have an overlaid symbol configuration. Signal modules must be

"COUNTDOWN PEDESTRIAN TRAFFIC CONTROL SIGNAL LENSES". The module

These signal indications shall be consistent with KDOT Specification 3.2.5.2.1

conform to those set forth in the "Standard Highway Signs and Markings" book.

Traffic Control Signal Indicator: LED Signal Modules". The symbol designs shall

Signals shall meet all applicable standards in the latest edition of the ITE "Pedestrian

Light Emitting Diodes (LED) Pedestrian 3.2.5.2.2. LED PEDESTRIAN SIGNALS.

further be in accordance with the latest edition of the MUTCD Section 4E.07.

located immediately adjacent to the associated upraised hand. The countdown will

head, the symbols shall be a minimum of 9 inches high. The countdown shall be

background. Where crosswalks are more than 100 feet from the pedestrian signal

of Portland Orange numbers that are at least 6 inches in height on a black opaque

indication displayed for the crosswalk. The countdown pedestrian signals will consist

simultaneously with the flashing upraised hand (symbolizing DON'T WALK) signal

Signals Indications". Countdown pedestrian signals shall always be displayed

White, with both indications conforming to the publication, "Pedestrian Traffic Control

The upraised hand symbol shall be Portland Orange, and the walking person shall be

(symbolizing DON'T WALK) "HAND" symbol, and a Walk "WALKING PERSON" symbol.

shall be a minimum of 9 inches high. The message shall consist of an upraised hand

crosswalks are more than 100 feet from the pedestrian signal head, the symbols

be a minimum of 6 inches high in accordance with the 2009 MUTCD. Where

dimension of 16 inches and a width of 18 inches. The pedestrian symbols shall

A one-section pedestrian signal head lense shall be rectangular, and have a side

Sh. No.

2017

3.2.4.3.1. PRESENCE RDS.

3.2.4.3. RADAR DETECTION SYSTEM (RDS).

3.2.4.3.2. ADVANCE RDS.

format of the interface module shall comply with NEMA or California TEES.

functioning system meeting manufacturers' specifications shall be included. The

all mounting hardware, contact closure input card and necessary materials for a fully

detection specifications shall still apply. A complete detection system including

system. When using a combination system video/radar detection the video

The radar detection system may be a multi-sensor system or a single-sensor

advanced detection or presence detection if approved by the owning municipality.

May be used for either

configuration of lanes, stop bars, and zones.

1 to 6 lanes of traffic. The Presence RDS is required to have automatic and manual

causing interference between them. Radar sensor shall be able to detect vehicles in

provide at least 8 RF channels to mount multiple units in the same vicinity without

range of 100 feet with a 90 degree field of view. The radar detection system shall

Presence Radar shall have a minimum detection

actuate operations. The maximum mounting height shall not exceed 40 feet.

The housing shall permit the radar to be adjusted to allow proper alignment for

shall be resistant to corrosion, fungus, moisture deterioration and ultraviolet rays.

enclosure conforming to I-67, UL 746C and NEMA 250 Standards. The housing

Radar housing shall be a weather tight sealed

sensor shall be able to detect vehicles in 1 to 4 lanes of traffic as a minimum.

multiple units in the same vicinity without causing interference between them. Radar

per hour. The radar detection system shall provide at least 8 RF channels to mount

range of 600 feet. Object speed detection shall be with a range of 0 to 99 miles

Advanced Radar shall have a minimum detection

signal assembly.

less than a 15 foot clearance between the roadway and the lowest point of the

of the mast arm in the vertical plane. These deflections shall never result in

The poles shall also accommodate wind loadings which may cause deflections

with a wind load of 90 miles per hour and a minimum of 1.14 gust effect factor.

Supports for Highway Signs, Luminaire's, and Traffic Signals, include Interim's

shall conform to the 2013 AASHTO Standard Specifications for Structural

established by the Bureau of Transportation Safety and Technology. The design

accommodate the standard signal head, signing, and luminaire arm loadings

All traffic signal poles shall be designed to

Traffic Signals, including interims.

Specifications for Structural Supports for Highway Signs, Luminaires and

with Section 744 of the Standard Specifications and the 2013 AASHTO Standard

shall be approved by KDOT prior to use. All welding shall be in accordance

include weld details, referencing approved weld procedures. Weld procedures

specific Kansas Department of Transportation project. Shop drawings shall

reference the actual pole material to be used in the fabrication of poles for a

shall be detailed by the manufacturer on shop drawings. Shop drawings shall

All traffic signal poles

Traffic Signals, including interims.

Standard Specifications for Structural Supports for Highway Signs, Luminaires and

accordance with Section 744 of the Standard Specifications and the 2013 AASHTO

NDT shall be conducted in

arrival).

and real time video detection image sensors (within 0.1 second of vehicle

removing or replacing existing units. VDS shall provide medium resolution

shall be new and corrosion resistant. The VDS shall be expandable without

detection zones. All material furnished and installed under the VDS bid item

presence only vehicle detection at the intersection(s) using tripline or stop bar

Shall be capable of providing

frequencies with a dominant component at 880 Hz."

ten ticks per second. Audible tones used as walk indications shall consist of multiple

be a speech walk message." (08) "Audible tone walk indications shall repeat at eight to

separated by a distance of at least 10 feet, the audible walk indication shall

percussive tone. Where two accessible pedestrian signals on one corner are not

are separated by a distance of at least 10 feet, the audible walk indication shall be a

when the pedestrian signal rest in walk." (07) "Where two accessible pedestrian signals

walk indication shall have the same duration as the pedestrian walk signal except

shall be audible from the beginning of the associated crosswalk." (05) "The accessible

audible walk indication during the walk interval only. The audible walk indication

that vibrates during the walk interval." (04) "Accessible pedestrian signals shall have an

indications shall be provided by a tactile arrow on the pushbutton (see Section 4E.12)

signals shall have both audible and vibrotactile walk indications." (03) "Vibrotactile walk

sound levels as required by the current MUTCD, Section 4E.11. (02) "Accessible pedestrian

through 4E.13. APS volume control shall automatically adjust in response to ambient

and guidance for APS and APS detector (pushbutton) placement in Section 4E.09

The 2009 Manual of Uniform Traffic Control Devices (MUTCD) shall be the standards

signalized intersections where pedestrian infrastructure is present or to be constructed.

APS shall be installed at all

cover.

and actuator shall be protected from dust and moisture with a silicon or neoprene

the cover shall contain a silicon or neoprene cover to body gasket. The switch

easily accessible 2 inch ADA push button. Cover screws shall be stainless steel and

accessible pedestrian system and consist of a an aluminum housing fitted with an

The pedestrian push button assembly shall be an

for all wire entrances into the pole.

mast arm attachments prior to galvanizing. Rubber grommets shall be furnished

and Traffic Signals, including interims. The poles shall be pre-drilled for the

Standard Specifications for Structural Supports for Highway Signs, Luminaires,

of the pole; 4 nut covers; and a removable pole cap that meet 2013 AASHTO

pole near the handhole; a J or C hook wire support inside the pole near the top

180 degrees from the mast arm; a grounding lug in the handhole or inside the

hand hole with gasket cover located near the bottom of the pole and oriented

employing a fillet-welded gusseted box or a ring-stiffened box; a reinforced

The poles shall include a mast-arm-to-pole connection

Dra

wn B

y :

File :

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mples

Plotted :

te120c.d

gn

13-F

EB-2

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6/18/14

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CPA

CPA

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TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.

KANSAS


SHEETSSHEET NO.


TE120C 12/31/2015

J.F.F.

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

C.P.A.

Brian D. Gower

chg's to weld and pole spec

Updated NDT and shop drawing spec

Added video and radar detection

SPECIFICATIONS

TRAFFIC SIGNAL

77

77 18969-106 KA-4496-01


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