email it back to kdot, even if not bidding. or you may

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 1 & Wamego Office

KA4235.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: November 9, 2017 Proposal/Contract No.: 517112565 Subject: Project Notice for the November 15, 2017 Letting 106 KA-4235-25 STATEWIDE– REGIONAL TRUCK PARKING INFORMATION MANAGEMENT SYSTEM Included are several revised sheets, the pre bid meeting minutes and attendance list. Bid items 29 HIGH MAST LIGHT TOWER (100’) (42” CONC BASE) and 30 HIGH MAST LIGHT TOWER (100’) have both changed to (75’). This revised the Unit Prices List. To view this project’s documents, choose “Addendum #1” from KDOT’s website: https://kdotapp.ksdot.org/Proposal/Proposal.aspx. You must update your EBS file by going to the Bid Express website: http://www.bidx.com, choose the correct Letting, locate and select the Proposal number to download “15nov256.001”. The Contractor is responsible for ensuring the EBS file that the Contractor uses to prepare its Proposal and submits to KDOT contains any amendments. 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

http://www.bidx.com/

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

1

KA 4235-25

I-135 Truck Parking Information Management System (TPIMS) and I-70/I-135 Lighting Project

Pre-Bid Meeting Notes

November 1, 2017

Attendees

• Kristi Erickson & Shari Hilliard- KDOT ITS • Joyce Poitevint – KDOT Lighting • John Maddox – KDOT Freight • Abe Rezayazdi – KDOT Construction and Materials • Tony Menke – KDOT District 1 • Chuck Miller & Eric Strack – HNTB • Scott Streff & Stuart Johnson – Wildcat Construction • Brad Petersen - ETI • George Smith – Holophane • Bryan Hamel - KDOT • John King - KDOT • Jason Phillips – Phillips Southern • William Johnson - KDOT • Nick Rogers - KDOT • Curtis Weyand – KDOT • Bill Nelson – KDOT • Dale Hershberger – KDOT • Randy West – KDOT • Shad Lohman – KDOT • Scott Koopmann - KDOT • Joseph Ausilio - KDOT

Shari Hilliard (KDOT) welcomed everyone to the pre-bid meeting for the I-135 Truck Parking Information Management System (TPIMS) and I-70/I-135 Lighting Project (106 KA-4235-25) and gave a quick overview of the project. The project is installing new lighting at rest areas along I-70 to improve lighting levels to increase safety and allow the TPIMS system being deployed in the corridor to function better at night. It is also extending the TPIMS project to the I-135 corridor at four rest areas.

General Project Items

1. All questions should be submitted through KDOT Bid Express.

2

2. The Unit Cost List forms for ITS and lighting in the proposal must be completed for all the items for the bid to be accepted. These forms need to be faxed or emailed to Abe Rezayazdi ([email protected]) before the bids are opened. They are kept confidential.

3. This contract is a completion date contract. The completion dates are August 31st, 2018 for the lighting on I-70 and June 28th, 2019 for the cameras, DMS and lighting on I-135. For cameras and DMSs the stand-alone test reports are due by this date along with completion of the 60-day test period (burn-in period) and submittal of the Technical Reference Manual (TRM).

4. There will be a TPIMS project, 106 KA-4235-05, at each rest area along I-70 that will be under construction during the same timeframe as this project. Coordination with the TPIMS project’s contractor is required. New power service and lighting controllers are being installed by this contractor all rest areas along I-70, with a required completion date of April 1, 2018. This new power service will be 120/240-volt service. See the KDOT Standard Specifications concerning coordination and claims between contractors.

5. There is an addendum issued with these minutes which modify the Russell Rest Area light towers to 75’ tall due to FAA clearance issues. This addendum also clarifies the asymmetrical fixtures proposed and how to properly aim them. The TE206 standard plan sheet also has updated requirements.

6. KDOT will furnish items for the contractor. Those items include: dynamic sign panels, sign controllers, pad mounted cabinets, and the Cisco Equipment (IE 3000s and SFPs). The contractor must notify KDOT at least 30 days and not greater than 60 days before the equipment is needed. The reason for limiting how early the equipment can be requested relates to warranty start dates.

General Plan items

1. Lighting circuits have been routed away from buildings to avoid utility conflicts. 2. The KA-4235-05 contractor will be installing empty 3” conduits under I-70 for routing of the

lighting cable at four (4) rest area locations as noted in the plans. 3. As noted in the addendum, the 75’ tall light towers are to have the same base and foundation

designs as the 100’ towers. 4. It was noted that Cisco certification is required for those workers installing and configuring any

Cisco components. 5. It was also noted that experience in installing and testing fiber must be demonstrated by

submittal of training and certification before fiber work can begin. 6. The camera poles are different than the typical surveillance installation. There will be 3 cameras

per pole mounted on a 20’ cross member and the poles are 45’ tall tilt-down poles. The locations of the camera poles and the orientation of the cameras are critical to successful operation of the system.

7. The signs to be installed as part of this project are hybrid static/dynamic signs with a basic static sign to which dynamic panels are attached. These signs use typical breakaway sign post mounts. The contractor will need to pick up dynamic sign components from KDOT and attach the dynamic panels to the static sign panels.

mailto:[email protected]

3

8. New power service is needed at the Harvey County rest areas and sign locations on I-135 only. I-70 locations will be obtaining power from lighting controllers installed by the KA-4235-05 project. There is a summary in the plans of the electrical utility companies with which coordination will be required. Initial utility coordination was completed in the design process to confirm that the needed service can be provided. The utility contacts in the plans are for the people that were contacted. The contractor’s bid must include the cost for the required utility work needed to provide power to locations shown in the plans. The contractor is also responsible for monthly utility charges until KDOT takes ownership of the equipment.

9. The locations along I-135 require pulling new fiber in existing KDOT conduits. As such, five – 50’ sections of conduit repair are to be included in the bid. The bid amount will be increased or decreased based on the actual number of repairs required. See section 5.3.2 of the ITS Equipment Specification in the plans.

10. There are splices shown in the plans in CenturyLink splice vaults, but that splicing will be done by CenturyLink and the quantities are not shown in the plans for these splices. CenturyLink must be provided at least 30-days advanced notification of the need for splicing, as required in the plans.

11. Fiber optic testing is only required for fiber optic cable and terminations installed by the contractor. All fibers, including spares, shall be tested between the KDOT handhole adjacent to the CenturyLink splice location and the equipment side of the patch panel in the cabinet. All fiber optic test procedures in the ITS Equipment Specifications shall be completed for these fibers. The Contractor is not required to test CenturyLink splices or cable between adjacent network nodes or optical ports.

12. There is an additional 60-day testing period for the ITS devices after the contractor has completed testing. KDOT will be testing the system during this period. Any system failures related to work done by the contractor must be repaired during this period.

13. It was noted that the required Technical Reference Manual (TRM) is now submitted electronically. Hardcopy documentation must still be provided in the cabinets. The required documentation must be complete for the project to be accepted.

General Questions

Q: Is testing of fiber optic cable on the reel prior to installation going to be required as stated in the specifications? A: Yes, OTDR testing of the fiber on the reel is required.

Q: What do the fiber optic pigtail quantities in the plan represent? A: They reflect the number of pigtails which are needed for the number of fibers being terminated. With a pre-terminated cassette, it represents the number of fibers that must be spliced in the cassette.

Q: Is this project tax exempt? A: No.

Q: Is there a DBE goal on this project?

4

A: No. If a DBE is not being used, make sure a zero is input for the “MOBILIZATION (DBE)” bid item.

Q: Does lighting have a burn-in period as required for the ITS components? A: There is no burn-in period for the lighting.

Q: Are sites 29 and 30 serviced by Blue Stem Electric? A: Yes, this will be corrected in the addendum.

Q: Is this a certified payroll job? A: Yes, billing will be all electronic by the first of the year so be sure to get signed up for the training if you haven’t already.

KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 12 UNIT PRICES LIST

STATE CONTRACT NO: 517112565 PREPARED DATE: 10-20-17 STATE PROJECT NO: 106 KA 4235-25 REVISED DATE: 11-08-17

SECTION 01 COMMON ITEMS

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |1 |MOBILIZATION |LSUM | | | | | | | | | | | | | |025323| | 1.00| | | --------------------------------------------------------------------------- |2 |MOBILIZATION (DBE) |LSUM | | | | | | | | | | | | | |070626| | 1.00| | | --------------------------------------------------------------------------- |3 |CONTRACTOR CONSTRUCTION |LSUM | | | | | | |STAKING | | | | | | |020100| | 1.00| | | --------------------------------------------------------------------------- |4 |TRAFFIC CONTROL |LSUM | | | | | | | | | | | | | |025324| | 1.00| | | --------------------------------------------------------------------------- |5 |FLAGGER (SET PRICE) |HOUR | | | | | | | | | | | | | |070580| | 1.00| 25.000| $25.00| ---------------------------------------------------------------------------

SECTION 02 SIGNING ITEMS

--------------------------------------------------------------------------- |6 |SIGN (REINFORCED PANEL) |SQFT | | | | | | |(HIGH PERFORMANCE) | | | | | | |025501| | 288.75| | | --------------------------------------------------------------------------- |7 |SIGN POST (W10X12 STEEL |LNFT | | | | | | |BEAM) | | | | | | |026381| | 84.00| | | --------------------------------------------------------------------------- |8 |SIGN POST STUB AND |EACH | | | | | | |BREAKAWAY BASE PLATE | | | | | | |026398|(W10X12) | 4.00| | | --------------------------------------------------------------------------- |9 |SIGN POST BREAKAWAY BASE |EACH | | | | | | |PLATE (W10X12) | | | | | | |023208| | 4.00| | | ---------------------------------------------------------------------------

- CONTRACTOR Check: 00000000



SECTION 02 SIGNING ITEMS

---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |10 |SIGN POST FOOTING (24" |LNFT | | | | | | |STEEL BEAM POST CONCRETE)| | | | | | |026048| | 32.00| | | ---------------------------------------------------------------------------

SECTION 03 ELECTRIC LIGHTING ITEMS SITE 2

--------------------------------------------------------------------------- |11 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |12 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- |13 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 3.00| | | ---------------------------------------------------------------------------







---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |17 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | ---------------------------------------------------------------------------


--------------------------------------------------------------------------- |18 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | ---------------------------------------------------------------------------

SECTION 07 ELECTRIC LIGHTING ITEMS SITES 9/10



--------------------------------------------------------------------------- |22 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |23 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- - CONTRACTOR Check: 00000000




---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |24 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 3.00| | | ---------------------------------------------------------------------------




--------------------------------------------------------------------------- |28 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |29 |HIGH MAST LIGHT TOWER ( |EACH | | | | | | |75') (42" CONCRETE BASE) | | | | | | |014483| | 4.00| | | --------------------------------------------------------------------------- |30 |HIGH MAST LIGHT TOWER ( |EACH | | | | | | |75') | | | | | | |014484| | 4.00| | | ---------------------------------------------------------------------------





---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |31 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |32 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- |33 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 3.00| | | ---------------------------------------------------------------------------




--------------------------------------------------------------------------- |37 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |38 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 4.00| | | ---------------------------------------------------------------------------





---------------------------------------------------------------------------










---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |46 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |47 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 5.00| | | --------------------------------------------------------------------------- |48 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 5.00| | | ---------------------------------------------------------------------------

SECTION 17 ELECTRIC LIGHTING ITEMS (I-135) SITES 2/3



--------------------------------------------------------------------------- |52 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |53 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 6.00| | | ---------------------------------------------------------------------------





---------------------------------------------------------------------------


SECTION 19 ITS ITEMS SITE 1

--------------------------------------------------------------------------- |55 |INTELLIGENT |LSUM | | | | | | |TRANSPORTATION SYSTEM | | | | | | |071738| | 1.00| | | ---------------------------------------------------------------------------











---------------------------------------------------------------------------

| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |59 |INTELLIGENT |LSUM | | | | | | |TRANSPORTATION SYSTEM | | | | | | |071738| | 1.00| | | ---------------------------------------------------------------------------



GRAND TOTAL : $25.00


ITEM DESCRIPTION UNITSMM 7.10

SITE 2

MM 7.83

SITE 3

MM 48.56

SITE 5

MM 48.85

SITE 6

MM 96.89

MM 96.79

SITE 9 & 10

WB Ruleton EB Ruleton EB Colby WB Colby

Each

SHEET 1 OF 1

SUMMARY OF LIGHTING QUANTITIES

SUMMARY OF LIGHTING QUANTITIES (FOR INFORMATION ONLY) - 106 KA-4235-25

EB WaKeeney

MM 131.89

SITE 13

WB WaKeeney

MM 132.74

SITE 14

EB/WB Russell

MM 187.14

MM 187.10

SITE 17 & 18

WB Ellsworth

MM 224.11

SITE 21

MM 224.62

SITE 22

EB Ellsworth

MM 265.31

MM 265.25

SITE 25 & 26

Solomon

EB/WB

City

WB Junction

MM 309.45

SITE 29

City

EB Junction

MM 309.89

SITE 30

MM 336.52

SITE 33 & 34

WB/EB PaxicoGrainfield

EB/WB

Each

Linear Feet

Solid State Photo Cell Each

Enclosure Each

Each

Ground Wire (In Duct) 6 A.W.G.

600 Volt 2/C Secondary Cable With

Ground Wire (In Duct) 8 A.W.G.

600 Volt 2/C Secondary Cable With Linear Feet

Linear Feet

Bends 24" Radius

3" 90 Degree PVC ConduitEach

Bends 24" Radius

1" 90 Degree Schedule 40 PVC Conduit

Linear Feet

Linear Feet

Each

Each

Raise and Lower Device Each

Each

Step Down Transformer

Trench and Backfill Linear Feet

MM 23.64

MM 23.58

SITE 2 & 3

Harvey Co.

I-135 NB/SB

McPherson

I-135 NB/SB

MM 68.45

MM 68.20

SITE 4 & 5

EachGround Mounted Junction Box

Each

Each

Each

ELECTRIC LIGHTING SYSTEM (HARDWARE)

ELECTRIC LIGHTING SYSTEM (TOWER)

ELECTRIC LIGHTING SYSTEM (MISCELLANEOUS ITEMS)

High Mast Light Tower (100'), See Note 2

Pull Box, See Note 1

100,000 Hr Life

LED Luminaires, Bug Rating 3 or Less,

1

3

2705

35

4

3" Schedule 80 PVC (Service)

3

2615

3

1

1

3

3

8

3

Waterproof Splice

1

3

2625

35

4

3

2450

3

3

3

8

3

6 9

3

1830

70

8

6

3535

6

1

1

6

6

16

6

2105

18

1

3

1990

35

4

3

1805

3

1

1

3

3

8

3

9

3

1650

35

4

3

1510

3

3

3

8

3

9

2000

45

6

4

1780

4

1

1

4

14

4

2

1

3

2010

35

4

3

1785

3

1

1

3

3

8

3

14

1

3

2100

4

3

2055

3

3

3

8

3

14

2

6

3435

45

4

4

3205

4

1

1

4

4

14

4

8

1465

45

4

4

1340

3

1

1

3

3

8

4

3

1

1

1765

35

4

4

1675

3

3

3

8

3

3

3

55

6

5

4245

5

1

1

5

5

15

5

4490

5

1365

45

9

5

3020

4

1

1

4

4

14

6

130

5

1

1

2

6

1975

Linear Feet600 Volt 1/C Secondary Cable #2 A.W.G. (Service) 530

Linear Feet3" Schedule 80 HDPE (Bored) 90 175 400 185 140 220 225 45 230 125 90 225 450

45

12

5

3945

6

1

1

6

6

16

8

6

2

2

2

6

4600

655

1 2

54

Groundwire, #6 A.W.G. Solid Bare Copper

NOTES:

1. THE ITEM 'PULL BOX' IS USED FOR BOTH LIGHTING AND ITS POWER CIRCUITS. SEE ITS PULL BOX DETAILS.

2. THIS ITEM SHALL BE INCLUDED IN THE BID AS BID ITEM 'HIGH MAST LIGHT TOWER (100')'.

3.

" Heavy Duty Reversible Drill1/2

Ground Rods with Clamps 3/4" x 10'

54

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:

EachRemoval of Concrete Base 18 9 9 2 14 14 8 3 3 5 5 6

Conventional Light Standards

Removal and Disposal of High Mast Towers and

3

35

DATE - November 1st, 2017

NEW SHEET - Released by addendum

High Mast Light Tower (75'), See Note 4 Each 4

4.

42" Concrete Base, See Note 3

OR BID ITEM 'HIGH MAST LIGHT TOWER (75') (42" CONCRETE BASE)' AS REQUIRED.

THIS ITEM SHALL BE INCLUDED IN THE BID AS BID ITEM 'HIGH MAST LIGHT TOWER (100') (42" CONCRETE BASE)'

VOID PREVIOUS ISSUE

THE 75' HIGH MAST TOWER SHALL MATCH THE BOLT CONFIGURATION SHOWN ON SHEET 76.

THIS ITEM SHALL BE INCLUDED IN THE BID AS BID ITEM 'HIGH MAST LIGHT TOWER (75')'. THE BASE PLATE FOR

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STATE

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PROJECT NO. YEARTOTAL

SHEETSSHEET NO.

KANSAS DEPARTMENT OF TRANSPORTATION

201710/30/2017

11:0

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106 KA-4235-25 98

UNITS QUANTITY

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

THE BID ITEM “HIGH MAST LIGHT TOWER" INCLUDES

ALL WORK PERSONS, TOOLS, EQUIPMENT AND NEW

HARDWARE NECESSARY TO COMPLETE THE WORK.

ITEMS NOT SPECIFICALLY CALLED OUT ARE SUBSIDIARY

TO OTHER BID ITEMS.

TRANSPORTATION.

PROJECT BY THE KANSAS DEPARTMENT OF

MANUFACTURER PRIOR TO FINAL ACCEPTANCE OF THE

REPRESENTATIVE OF THE RAISE AND LOWER DEVICE

EACH TOWER SHALL BE INSPECTED BY A FACTORY

THE RESPONSIBILITY OF THE MANUFACTURERS/CONTRACTORS.

TO APPROVAL ON THIS PROJECT. ALL ASSOCIATED COSTS WILL BE

THE INSTALLATION WILL BE REVIEWED AND TESTED BY KDOT PRIOR

PROVIDED BY THE KDOT IN TOPEKA, OR ON ANOTHER POLE AS APPROVED.

KDOT MUST INSTALL ONE RAISE AND LOWERING DEVISE ON A POLE

HALOPHANE. ADDITIONAL COMPANIES DESIRING APPROVAL BY THE

LIGHTING CO., CAROLINA HIGH MAST, METROLUX, STRAUS, AND

OF TRANSPORTATION : AMERICAN HIGH MAST, EAGLE HIGH MAST

DEVICE THAT HAS BEEN ACCEPTED BY THE KANSAS DEPARTMENT

THE FOLLOWING COMPANIES HAVE A RAISE AND LOWERING

LUMP SUMELECTRIC LIGHTING SYSTEM, SITE 2

HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 2 EACH

HIGH MAST LIGHT TOWER (100'), SITE 2 EACH

3

3




3

3



LUMP SUM

EACH

EACH

6

6

ELECTRIC LIGHTING SYSTEM, SITE 9/10

HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 9/10

HIGH MAST LIGHT TOWER (100'), SITE 9/10

LUMP SUM


EACH

3

3

ELECTRIC LIGHTING SYSTEM, SITE 13

HIGH MAST LIGHT TOWER (100'), SITE 13




3

3

LUMP SUM

EACH

EACH

4

4


LUMP SUM

EACH

EACH

ELECTRIC LIGHTING SYSTEM, SITE 21

HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 21

HIGH MAST LIGHT TOWER (100'), SITE 21




3

3

LUMP SUM

EACH

EACH

4

4







3

3




3

3

LUMP SUM

EACH

EACH




LUMP SUM

EACH

EACH

4

4

ELECTRIC LIGHTING SYSTEM, I-135 SITE 2/3

HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), I-135 SITE 2/3

HIGH MAST LIGHT TOWER (100'), I-135 SITE 2/3

LUMP SUM

EACH

EACH

6

6

ELECTRIC LIGHTING SYSTEM, I-135 SITE 4/5

HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), I-135 SITE 4/5

HIGH MAST LIGHT TOWER (100'), I-135 SITE 4/5

55

55

3

3

BID ITEMS

ITEM

FOOTING DETAILS FOR FOOTING LENGTHS.1.

FOLLOWING SHEETS, AS APPLICABLE:

FOR ADDITIONAL CONSTRUCTION QUANTITES, SEE THE NOTE:

5

5





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STATE

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SHEETSSHEET NO.


201710/25/2017

02:4

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SUMMARY OF QUANTITIES

106 KA-4235-25 98

THE GENERAL NOTES:

LOCATE ALL EXISTING UTILITES PRIOR TO BEGINNING WORK.

LEGEND

2/C CONDUCTOR (IN DUCT) TO BE INSTALLED

EXISTING POWER POLE

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

BRIDGE EXPANSION JOINTS.

OZ EXPANSION JOINTS SHALL BE INSTALLED IN THE CONDUIT RUNS AT ALL

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

WITH CURRENT KANSAS DEPARTMENT OF TRANSPORTATION UTILITY ACCOMMODATION POLICY.

AND UTILITY ATTACHMENT PERMIT (DOT 310) APPROVED BEFORE WORK BEGINS, IN ACCORDANCE

ALL ATTACHMENTS TO BRIDGES SHALL HAVE A HIGHWAY RIGHT OF WAY PERMIT (DOT304)

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,

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

BOURBON, CRAWFORD, CHEROKEE, LABETTE, MEADE, CLARK, COMANCHE, KIOWA, BARBER, HARPER,

DEPARTMENT OF TRANSPORTATION, BUREAU OF TRANSPORTATION SAFETY & TECHNOLOGY:

FOUNDATIONS MAY ONLY BE USED FOR ROADWAY LIGHTING UPON APPROVAL BY THE KANSAS

DUE TO SOIL CONDITIONS IN ALL OR PART OF THE FOLLOWING COUNTIES, SCREW-IN LIGHT POLE

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.


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

TEST REPORT PRIOR TO ASSEMBLY.

REGIONAL MATERIALS LAB WILL VISUALLY INSPECT ALL TOWERS AND COMPLETE A

A REPRESENTATIVE FROM THE KANSAS DEPARTMENT OF TRANSPORTATION'S

UNDER WHICH THESE WELD PROCEDURES HAVE BEEN APPROVED.

THE SHOP DRAWINGS FOR LIGHTING TOWERS. INCLUDE THE KDOT LAB NUMBER

PROVIDE WELD PROCEDURE NUMBERS FOR THE DIFFERENT TYPES OF WELDS ON

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

6TH FLOOR, TOPEKA, KS 66603-3754.

OF TRANSPORTATION SAFETY & TECHNOLOGY, EISENHOWER BUILDING, 700 SW HARRISON,

COMPUTATIONS AND CATALOG CUTS TO THE KANSAS DEPARTMENT OF TRANSPORTATION, BUREAU

J.H. BOTTS, INC. ADDITIONAL COMPANIES DESIRING APPROVAL BY KDOT MUST SUBMIT DESIGN

ACCEPTED BY THE KANSAS DEPARTMENT OF TRANSPORTATION : A.B. CHANCE COMPANY AND

THE FOLLOWING COMPANIES HAVE SCREW-IN LIGHT POLE FOUNDATIONS THAT HAVE BEEN

RESPONSIBILITY OF THE MANUFACTURERS/CONTRACTORS.

BY KDOT PRIOR TO APPROVAL ON THIS PROJECT. ALL ASSOCIATED COSTS WILL BE THE

ON ANOTHER POLE AS APPROVED. THE INSTALLATION WILL BE REVIEWED AND TESTED

ONE RAISE AND LOWERING DEVICE ON A POLE PROVIDED BY THE KDOT IN TOPEKA, OR

STRATUS. ADDITIONAL COMPANIES DESIRING APPROVAL BY THE KDOT MUST INSTALL

EAGLE HIGH MAST LIGHTING CO., CAROLINA HIGH MAST, HOLOPHANE, METROLUX AND

ACCEPTED BY THE KANSAS DEPARTMENT OF TRANSPORTATION: AMERICAN HIGH MAST,

THE FOLLOWING COMPANIES HAVE A RAISE AND LOWERING DEVICE THAT HAS BEEN

AND ROCK.

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

PLOW OR TRENCH AND BACKFILL UNDERGROUND CONDUCTOR INDUCT APPROXIMATELY

EXISTING SERVICE POLE

EXISTING STANDARD LUMINAIRE TO BE REMOVED

EXISTING TOWER AND LUMINAIRE TO BE REMOVED

EXISTING TOWER TO REMAIN WITH LED LUMINAIRES TO BE INSTALLED

TOWER WITH LED LUMINAIRES TO BE INSTALLED

BASIS OF DESIGN

THE DESIGN:

THE FOLLOWING PHOTOMETRIC FILES HAVE BEEN USED FOR

MAINTENANCE FACTORS SHALL BE 0.7.

HIGHWAY RAMPS = 0.8 FC AVERAGE WITH 4.0 AVE./MIN. UNIFORMITY. (430' BEYOND THE PHYSICAL GORE)

PARKING AREA = 1.0 FC AVERAGE WITH 3.0 AVE./MIN. UNIFORMITY.

LIGHT LEVELS:

ACCOMPANY THE FIXTURE SUBMITTALS AND SHALL MEET OR EXCEED THE FOLLOWING

LUMINAIRES TO BE DETERMINED BY THE ENGINEER. LIGHTING CALCULATIONS SHALL

THE CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR APPROVED EQUAL

BREAKERS FOR LIGHTING CIRCUITS.

ALL LIGHTING CIRCUITS SHALL BE 240 VOLTS. FOR 240/480 VOLT SERVICES, USE SINGLE POLE

56 98

56

JUNCTION BOX TO BE INSTALLED, UNLESS OTHERWISE NOTED

ENCLOSURE TO BE INSTALLED, UNLESS OTHERWISE NOTED

UNDER PAVED AREAS, UNLESS OTHERWISE NOTED

3" SCHEDULE 80 PVC OR HDPE CONDUIT TO BE INSTALLED

HOLOPHANE LIGHTING HMLED3-PK4-40K-XXX-AN.IES

HMLED3-PK3-40K-XXX-N.IES

HMLED3-PK3-40K-XXX-N.IES

HOLOPHANE LIGHTING

HOLOPHANE LIGHTING

SYMMETRICAL TYPE 5 SQ

ASYMMETRICAL TYPE 2*

ASYMMETRICAL TYPE 2**

**BOTH FIXTURES TO BE AIMED PERPENDICULAR TO I-70.

*2 FIXTURES TO BE AIMED TOWARD THE BUILDING AND 2 FIXTURES TO BE AIMED TOWARD I-70.



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106 KA-4235-25

L.P.

L.P.

L.P.

L.P.

L.P.

L.P.

CL

I-70 WB

I-70 EB

TPIMS I-70 LIGHTING PLAN

SITE 17/18

RUSSELL WB/EB MM 187.10/187.14

120'

33'

7'

18'

7'

17'

50'

100'

64

64

EXISTING SERVICE POLE

SECONDARY BREAKER

CIRCUIT NO. 3 AMPCIRCUIT NO. 4 AMP

30 AMPCIRCUIT NO. 1 CIRCUIT NO. 2 AMPCIRCUIT NO. 3 AMPCIRCUIT NO. 4 AMP

30 AMPCIRCUIT NO. 1

TYPICAL WIRING LAYOUT

240 V.

POSITIVE

GROUND

TO BE REMOVED

EXISTING LIGHT STANDARD

TO BE REMOVED

EXISTING LIGHT STANDARD

19

20

22

23

(RUSSELL COUNTY)

MAIN BREAKER 100 AMP

2/C #8 AWG DUCT W/GND

CIRCUIT EB-1


CIRCUIT WB-1


CIRCUIT WB-1

ELECTRICALLY HELD CONTACTORS

EXISTING POWER PANEL

EXISTING POWER PANEL

SEE NOTE 1

LIGHTING ENCLOSURE (BY OTHERS)

SEE NOTE 1

PULL BOX (BY OTHERS)

SEE NOTE 1


SEE NOTE 1


LIGHTING ENCLOSURE SCHEDULE

20 AMP*CIRCUIT NO. 2

POSITIVE

SEE NOTE 4

IN 3" CONDUIT (BY OTHERS)

INSTALL 2/C #8 AWG DUCT W/GND

CIRCUIT 1


CIRCUIT EB-1

SEE NOTE 4



CIRCUIT EB-1

SEE NOTE 1 FOR CAMERAS.*PROVIDE UNSWITCHED CIRCUIT

SERIAL #084L010

75' HMT

LONG. -98.812422

LAT. 38.858247,

TOWER WB-1-2

SERIAL #084L008

75' HMT

LONG. -98.815308

LAT. 38.859119,

TOWER WB-1-1

SERIAL #084L007

75' HMT

LONG. -98.817992

LAT. 38.858833,

TOWER EB-1-2

SERIAL #084L009

75' HMT

LONG. -98.814947

LAT. 38.857881,

TOWER EB-1-1

OTHERS FROM PULL BOX INTO ENCLOSURE BASE.

INSTALL LIGHTING IN-DUCT CABLE IN 3" CONDUIT PROVIDED BY3.

DUANE BANKS (785-483-6311).

THE ELECTRIC UTILITY CONTACT IS CITY OF RUSSELL, 2.

KDOT ITS PROJECT 106 KA-4235-05.

LIGHTING ENCLOSURE AND PULL BOX TO BE INSTALLED UNDER1.

NOTES:



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106 KA-4235-25 98

XFMR

SCALE

PLAN: Lat. & Long.

100' 200'100' 0

L.P.

L.P.

L.P.

CL

TPIMS I-70 LIGHTING PLAN

SITE 30

JUNCTION CITY EB MM 309.89

I-70 EB

I-70 WB

TO BE REMOVED (TYP.)

EXISTING HIGH MAST TOWER

35'

67'

10'

50'

49'

295'

69

69

45


CIRCUIT 1

SECONDARY BREAKER

MERCURY CONTACTORS

30 AMPCIRCUIT NO. 1

CIRCUIT NO. 3 AMPCIRCUIT NO. 4 AMP

30 AMPCIRCUIT NO. 1 CIRCUIT NO. 2 AMPCIRCUIT NO. 3 AMPCIRCUIT NO. 4 AMP


CIRCUIT 1


CIRCUIT 1

44

43

(GEARY COUNTY)

MAIN BREAKER 100 AMP

20 AMP*CIRCUIT NO. 2

SEE NOTE 1


SEE NOTE 1


TYPICAL WIRING LAYOUT

240 V.

POSITIVE

POSITIVE

GROUND

LIGHTING ENCLOSURE SCHEDULE

SEE NOTE 3



CIRCUIT 1

SEE NOTE 1 FOR CAMERAS.*PROVIDE UNSWITCHED CIRCUIT

SERIAL #031L038

100' HMT

LONG. -96.611914

LAT. 39.065231

TOWER 1-3

SERIAL #031L037

100' HMT

LONG. -96.614539

LAT. 39.065306

TOWER 1-2

SERIAL #031L036

100' HMT

LONG. -96.617181

LAT. 39.065450

TOWER 1-1

OTHERS FROM PULL BOX INTO ENCLOSURE BASE.

INSTALL LIGHTING IN-DUCT CABLE IN 3" CONDUIT PROVIDED BY3.

COOPERATIVE, THAD DONNELLY 785-456-2212.

THE ELECTRIC UTILITY CONTACT IS BLUESTEM ELECTRIC2.

KDOT ITS PROJECT 106 KA-4235-05.

LIGHTING ENCLOSURE AND PULL BOX TO BE INSTALLED UNDER1.

NOTES:

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106 KA-4235-25 98

SCALE

PLAN: Lat. & Long.

100' 200'100' 0

73

73

LIGHTING EQUIPMENT SUMMARY TABLE

SUMMARY TABLE

LIGHTING EQUIPMENT

TPIMS LIGHTING

REF # SERIAL # CIRCUIT HEIGHT LUMINAIRES SHEET # EB/WBREST AREA SITE # EQUIP. TYPE LATITUDE LONGITUDE

D

55

42

54

C

41

40

39

37

53

B

52

35

47

59

58

48

49

45

44

43

A

56

57

46

51

33

32

50

27

26

25

28

29

30

20

19

22

23

16

17

18

15

14

13

10

11

12

9

8

7

6

5

4

3

2

1

McPHERSON

McPHERSON

McPHERSON

McPHERSON

McPHERSON

McPHERSON

McPHERSON

McPHERSON

HARVEY CO.

HARVEY CO.

HARVEY CO.

HARVEY CO.

HARVEY CO.

PAXICO

PAXICO

PAXICO

PAXICO

PAXICO

JUNCTION CITY

JUNCTION CITY

JUNCTION CITY

JUNCTION CITY

JUNCTION CITY

JUNCTION CITY

JUNCTION CITY

SOLOMON

SOLOMON

SOLOMON

SOLOMON

ELLSWORTH

ELLSWORTH

ELLSWORTH

ELLSWORTH

ELLSWORTH

ELLSWORTH

RUSSELL

RUSSELL

RUSSELL

RUSSELL

WAKEENEY

WAKEENEY

WAKEENEY

WAKEENEY

WAKEENEY

WAKEENEY

GRAINFIELD

GRAINFIELD

GRAINFIELD

GRAINFIELD

GRAINFIELD

GRAINFIELD

RULETON

RULETON

RULETON

RULETON

RULETON

RULETON

I-135 Site 5

I-135 Site 5

I-135 Site 5

I-135 Site 5

I-135 Site 4

I-135 Site 4

I-135 Site 4

I-135 Site 4

I-135 Site 3

I-135 Site 3

I-135 Site 3

I-135 Site 2

I-135 Site 2

34

34

34

33

33

30

30

30

29

29

29

29

26

26

25

25

22

22

22

21

21

21

18

18

17

17

14

14

14

13

13

13

10

10

10

9

9

9

3

3

3

2

2

2

CONTROLLER

HMT

HMT

HMT

CONTROLLER

HMT

HMT

HMT

HMT

HMT

CONTROLLER

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

CONTROLLER

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

HMT

38.485642

38.488221

38.485852

38.483475

38.482029

38.483966

38.481826

38.479083

37.934215

37.932194

37.930015

37.931275

37.929245

39.058603

39.058567

39.058536

39.060314

39.060306

39.065231

39.065306

39.065450

39.067010

39.066531

39.066844

39.066978

38.928006

38.927350

38.926061

38.924619

38.856283

38.855556

38.856219

38.856794

38.857017

38.856722

38.857881

38.858833

38.858247

38.859119

38.995619

38.996350

38.996750

38.998306

38.998583

38.999164

39.099044

39.099742

39.100147

39.098792

39.099139

39.099836

39.328631

39.328047

39.328253

39.329425

39.329831

39.329131

-97.620589

-97.620949

-97.621330

-97.621588

-97.620715

-97.619256

-97.619921

-97.619427

-97.328607

-97.328678

-97.328993

-97.327042

-97.327382

-96.118531

-96.121186

-96.124150

-96.118486

-96.124383

-96.611914

-96.614539

-96.617181

-96.624890

-96.620447

-96.622428

-96.624772

-97.392056

-97.394481

-97.394700

-97.397725

-98.121408

-98.124161

-98.126747

-98.130650

-98.133350

-98.135867

-98.814947

-98.817992

-98.812422

-98.815308

-99.786669

-99.789058

-99.791747

-99.802253

-99.805050

-99.807433

-100.423500

-100.426189

-100.429206

-100.425819

-100.428578

-100.431206

-101.899939

-101.902833

-101.908222

-101.919503

-101.915964

-101.912578

059L040

059L039

059L037

059L038

059L036

059L035

040L035

040L034

040L033

040L032

099L020

099L018

099L017

099L019

099L016

031L038

031L037

031L036

031L035

031L034

031L033

085L052

085L051

085L050

085L049

027L012

027L011

027L010

027L009

027L008

027L007

084L009

084L007

084L010

084L008

032L020

032L019

032L018

032L017

032L016

032L015

032L014

032L012

032L010

032L013

032L011

032L009

091L010

091L009

091L008

091L005

091L006

091L007

1

1

1

1

1

1

1

1

2

2

2

2

2

1

1

1

1

1

1

1

1

2

2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

1

1

1

1

1

1

SB

SB

SB

SB

NB

NB

NB

NB

SB

SB

SB

NB

NB

EB

EB

EB

WB

WB

EB

EB

EB

WB

WB

WB

WB

WB

WB

EB

EB

EB

EB

EB

WB

WB

WB

EB

EB

WB

WB

WB

WB

WB

EB

EB

EB

WB

WB

WB

EB

EB

EB

EB

EB

EB

WB

WB

WB100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

75'

75'

75'

75'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

NA

2

4

2

NA

2

4

2

3

4

NA

4

3

2

4

2

2

2

2

4

2

NA

2

4

2

3

4

4

3

2

4

2

2

4

2

4

3

3

4

2

4

2

2

4

2

2

4

2

2

4

2

2

4

2

2

4

2

72

72

72

72

72

72

72

72

71

71

71

71

71

70

70

70

70

70

69

69

69

68

68

68

68

67

67

67

67

66

66

66

65

65

65

64

64

64

64

63

63

63

62

62

62

61

61

61

61

61

61

58

58

58

57

57

57



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106 KA-4235-25 98

Sh. No.

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.

REVISIONS BY APP'DDATENO.

TRACED

TRACE CK.

APP'D

QUANTITIES

QUAN. CK.

DETAILED

DETAIL CK.

FHWA APPROVAL

DESIGNED

DESIGN CK.


TE206 01/05/2015

C.E.

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

C.E.

Brian D. Gower

Revised LED Language (4b)

Updated AASHTO Req. to 2013

Revised Min. Lumen Requirement

HIGHWAY LIGHTING (TOWERS)

REQUIREMENTS FOR

CONSTRUCTION AND MATERIAL

PORTABLE POWER UNIT COMPATIBLE TO THE LOWERING DEVICE.

APPROXIMATE RATE OF 10' PER MINUTE. THE WINCH ASSEMBLY SHALL ACCEPT A

LOWERING A MINIMUM OF SIX (6) LUMINAIRES ON THE RING ASSEMBLY AT AN

OF FEDERAL SPECIFICATIONS RR-W-410 AND SHALL BE CAPABLE OF RAISING AND

DIAMETER ZINC ELECTROPLATED STEEL AIRCRAFT CABLE MEETING THE REQUIREMENTS

RAISING AND LOWERING SHALL BE OPERATED BY A WINCH ASSEMBLY WITH A 7" X 19"

LOCATED INSIDE THE POLE SHAFT, AND ATTACHED TO THE LUMINAIRE RING. THE

PLACED 7 X 19 - INCH DIAMETER, ZINC ELECTROPLATED STEEL AIRCRAFT CABLES

THE LUMINAIRE RING SHALL BE RAISED AND LOWERED BY THREE (3) SYMMETRICALLY

HOISTING ASSEMBLY: (3)

THICKNESS OF 0.4 MIL.

GALVANIZED IN ACCORDANCE WITH ASTM A-123, OR ELECTROPLATED WITH A MINIMUM

RING BY AN APPROVED METHOD. THE LUMINAIRE RING SHALL BE HOT DIPPED

REQUIREMENTS OF ASTM A-36. THE MAST ARM SHALL BE SECURED TO THE LUMINAIRE

DURING RAISING AND LOWERING. THE STEEL USED SHALL COMPLY WITH THE

DESIGN TO PROVIDE STABILITY AND KEEP THE RING CONCENTRIC AROUND THE POLE

SPRING LOADED INTERCONNECTED CENTERING ROLLER ARMS OR AN APPROVED

LUMINAIRES WHILE IN THE LOWERED POSITION. THE LUMINAIRE RING SHALL HAVE

RECEPTACLE SHALL BE PROVIDED ON THE LUMINAIRE RING TO ALLOW TESTING OF

POWER TO THE LUMINAIRES FROM THE MAIN POWER CABLE SUPPLY. A TWIST LOCK

NOMINAL STEEL PIPE MAST ARMS. IT SHALL BE PREWIRED TO DISTRIBUTE

SHALL BE CONSTRUCTED OF WELDABLE STRUCTURE STEEL WITH THREE (3), 2"

LUMINAIRE RING: (2)

WITH A MINIMUM THICKNESS OF 0.4 MIL.

DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-123, OR ELECTROPLATED

MECHANICAL LATCHING DEVICES. THE MAIN SUPPORT ASSEMBLY SHALL BE HOT

FIXED RACES. THE MAIN SUPPORT ASSEMBLY SHALL ALSO INCLUDE THREE (3)

STAINLESS STEEL SHAFT, OR PERMANENTLY SEALED BALL BEARINGS WITH INNER

THE SHEAVES SHALL BE OIL IMPREGNATED, SINTER BRONZE BUSHINGS OVER

SHALL HAVE SIX (6) HOISTING SHEAVES AND ROLLERS FOR THE POWER CABLE.

SCREWS OR OTHER SIMILAR ATTACHING MEANS. THE MAIN SUPPORT ASSEMBLY

ATTACHED TO THE SHAFT BY SLEEVING AND SECURED BY STAINLESS STEEL SET

SHALL BE FABRICATED FROM WELDABLE STRUCTURE STEEL AND SHALL BE

MAIN SUPPORT ASSEMBLY:(1)

(D) LOWERING DEVICE:

REPORT COMPLETED PRIOR TO ASSEMBLY.

DEPARTMENT OF TRANSPORTATION FROM THE REGIONAL MATERIALS LAB AND A TEST

ALL TOWERS WILL BE VISUALLY INSPECTED BY A REPRESENTATIVE OF THE KANSAS

TEST REPORTS.

TEST REPORTS, APPROVED WELD PROCEDURES, AND THE REQUIRED NON-DESTRUCTIVE

BUT IS NOT LIMITED TO, RAW MATERIAL, WELDING ELECTRODES, APPROVED WELDER

INCORPORATED INTO THE FINAL PRODUCT. THESE CERTIFICATIONS SHALL INCLUDE,

FABRICATED STRUCTURES, INCLUDING CERTIFICATIONS FOR ALL MATERIALS

THE MANUFACTURER SHALL PREPARE CERTIFICATIONS COVERING THE COMPOSITE

OF ALL PARTIAL-PENETRATION WELDS.

MAGNETIC PARTICLE TESTING (YOKE METHOD) SHALL BE CONDUCTED ON 25 PERCENT

ULTRASONIC TESTING MAY BE CONDUCTED IN LIEU OF RADIOGRAPH TESTING.

TESTING SHALL BE CONDUCTED ON ALL COMPLETE-PENETRATION WELDS.

LUMINARIES AND TRAFFIC SIGNALS WITH CURRENT INTERIMS. NON-DESTRUCTIVE

STANDARD SPECIFICATION FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGN,

NON-DESTRUCTIVE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH AASHTO

744 OF THE STANDARD SPECIFICATIONS.

SIGN, LUMINARIES AND TRAFFIC SIGNALS AND CURRENT INTERIMS AND SECTION

2013 AASHTO STANDARD SPECIFICATION FOR STRUCTURAL SUPPORTS FOR HIGHWAY

ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 (LATEST REVISION), AND

PROCEDURES. WELD PROCEDURES WILL BE APPROVED BY KDOT PRIOR TO USE.

SHOP DRAWINGS SHALL INCLUDE WELD DETAILS, REFERENCING APPROVED WELD

TRANSPORTATION PROJECT.

THE FABRICATION OF POLES FOR A SPECIFIC KANSAS DEPARTMENT OF

SHOP DRAWINGS SHALL REFERENCE THE ACTUAL POLE MATERIAL TO BE USED IN

BENDING MOMENT OF THE SHAFT.

OF ABOVE OR ASTM A-36 AND SHALL BE DESIGNED TO WITHSTAND THE FULL

THE BASE PLATE SHALL BE MADE OF STEEL PLATE MEETING THE REQUIREMENTS

TELESCOPING ON THE JOB SITE.

REQUIREMENTS OF ASTM A-123. THE TOWER SHALL BE ASSEMBLED BY

CATEGORY I. THE TOWER SHALL BE GALVANIZED IN ACCORDANCE WITH THE

LUMINARIES AND TRAFFIC SIGNALS, AND CURRENT INTERIMS. USE FATIGUE

SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR THE HIGHWAY SIGNS,

COMPLY WITH THE 2013 EDITION OF THE AASHTO PUBLICATION, STANDARD

SPECIFICATIONS, LATEST EDITION. THE TOWERS SHALL BE DESIGNED TO

COMPLY WITH THE KANSAS DEPARTMENT OF TRANSPORTATION STANDARD

GRADE 50 OR 55 CLASS 2; ASTM A-1018 HSLAS GRADE 50 OR 55 CLASS 2 AND

OF ASTM A-595 GRADE A; ASTM A-572 GRADE 50 OR 55; ASTM A1011 HSLAS

THE TOWERS SHALL BE HIGH STRENGTH STEEL MEETING THE REQUIREMENTS

(C) TOWERS:

SEE STANDARD SPECIFICATIONS, LATEST EDITION, SECTIONS 738, 814, & 1703.

(B) CONSTRUCTION:

EDITION, THE PLAN SPECIFICATIONS SHALL GOVERN.

KANSAS DEPARTMENT OF TRANSPORTATION (KDOT) SPECIFICATIONS, LATEST

WHENEVER THE PLAN SPECIFICATIONS CONFLICT WITH THE STANDARD

(A) NOTE:

FIELD WELDS WILL NOT BE ALLOWED.

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

ALL WELDS SHALL BE SMOOTH CLEAN DENSE DEPOSIT THAT WILL EXCLUDE(11)

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:(10)

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

WEDGE TYPE STUD BOLT ANCHORS:(9)

GALVANIZED IN ACCORDANCE WITH ASTM A-123 AFTER FABRICATION.

KNOCKOUTS AND WEATHER PROOF SCREW COVER. BOXES SHALL BE HOT DIPPED

BOX SHALL BE MADE OF 14 GAUGE SHEET METAL(STEEL) WITH WELDED SEAMS,

SHALL HAVE THE NOMINAL DIMENSIONS OF 12" x 12" x 6". THE JUNCTION

JUNCTION BOXES (ABOVE-GROUND):(8)

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

JUNCTION BOXES MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING METHODS:

A MINIMUM PHYSICAL OPENING OF 130 SQUARE INCHES. IN-GROUND

SHALL HAVE THE MINIMUM NOMINAL DIMENSIONS OF 12 INCHES DEEP WITH

CONDUIT AND WIRING AS INDICATED IN THE PLANS. JUNCTION BOXES

SHALL BE OF SUFFICIENT SIZE TO FACILITATE THE

JUNCTION BOXES (IN-GROUND):(7)

DO NOT USE CUT THREADS. USE ROLLED THREADS.

SECTION 1600 (GRADE 55) WITH THE FOLLOWING EXCEPTION.

SHALL CONFORM TO THE STANDARD SPECIFICATION

ANCHOR BOLTS:(6)

CLAD 3/4" DIAMETER BY 10' LONG.

ARRANGEMENT SHALL BE AS NOTED ON PLANS. GROUND RODS SHALL BE COPPER

GROUND WIRE SHALL BE A #6 AWG STRANDED BARE COPPER WIRE AND

GROUND:(5)

DESIGNATION ON THE PRINT LINE.

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

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

SHALL MEET THE REQUIREMENTS OF ASTM F 2160 AND ASTM F 2176. A LETTER OF

(b) D.2. HIGH DENSITY POLYETHYLENE (HDPE):

BE MADE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.

AND UL 514. EACH SHALL BEAR THE UNDERWRITERS, INC. LABEL. THE JOINTS SHALL

MEETING THE REQUIREMENTS OF NEMA TC-3, FEDERAL SPECIFICATIONS NO. WC1094A

NON-METALLIC CONDUIT FITTINGS SHALL BE FABRICATED FROM POLYVINYL CHLORIDE

WC1094A AND UL 651. EACH LENGTH SHALL BEAR THE UNDERWRITERS, INC. LABEL.

SHALL MEET THE REQUIREMENTS OF NEMA TC-2, FEDERAL SPECIFICATIONS NO.

(a) D.1. RIGID POLYVINYL CHLORIDE (PVC):

NON-METALIC CONDUIT: (4)

STANDARD SPECIFICATION C-80.1.

SHALL BE ZINC COATED AND SHALL MEET THE REQUIREMENTS OF AMERICAN

METALLIC CONDUIT FITTINGS:(3)

IN CHARGE OF CONSTRUCTION.

NOT BE PERMITTED IN DISTRICT ONE UNLESS APPROVED BY THE ENGINEER

WILL NOT BE PERMITTED THROUGH EXISTING PAVEMENT. JACKING WILL

AMERICAN STANDARD SPECIFICATION C-80.1. TRENCHING FOR CONDUIT

SHALL BE RIGID STEEL CONDUIT MEETING THE REQUIREMENTS OF

METALLIC CONDUIT:(2)

SECTION 1703.2 (c).

DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST EDITION,

ELECTROPLATING SHALL CONFORM TO THE STANDARD KANSAS

MISCELLANEOUS HARDWARE THAT REQUIRES GALVANIZING OR

MISCELLANEOUS HARDWARE:(1)

GENERAL MATERIALS AND NOTES:(F)

ACCESS IF REQUIRED BY THE POWER COMPANY.

TERMINAL METER SOCKET WITH HORN BYPASS, IS AN APPROVED OPTION FOR REMOTE

LIGHTING CONTROLLER. AN EXPOSED RINGLESS METER DESIGN AND COVER, 200A 5

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

2" WIDE SIDE BY SIDE. SEE CONTROLLER/ENCLOSURE DETAIL SHEET.

WIDE BY 4" HIGH MOUNTING HOLES SHALL BE POSITIONED TO ACCOMMODATE A BREAKER

(a) THE MAIN AND SECONDARY BREAKERS SHALL HAVE A MOUNTING DIMENSIONS OF 1"

WINDOW AND A GLASS TO ALLOW LIGHT TO THE PHOTO-CELL.

SHALL BE WIRED PRIOR TO DELIVERY. THE CONTROLLER SHALL HAVE A METER VIEW

SOCKET, AND ELECTRICALLY HELD CONTACTORS. THE EQUIPMENT WITHIN THE CONTROLLER

VOLT RATED MOLDED CASE MAIN AND SECONDARY BREAKERS, TWIST-LOCK PHOTO-CELL

LENGTH HINGED DOOR WITH PADLOCK PROVISIONS. THE ENCLOSURE SHALL HAVE 600

CORNERS OR PROJECTIONS. THE CIRCUITING SHALL BE SERVICEABLE BY MEANS OF A FULL

THICK. THE CABINET SHALL BE OF CLEAN CUT DESIGN HAVING NO SHARP EDGES,

THE CONTROLLER CABINET SHALL BE CONSTRUCTED OF 5052 ALLOY ALUMINUM 0.125"

CONTROLLER:(5)

OF THE IESNA STANDARD RP-8-14.

DESIGNER AND NOTED IN THE PLANS. DESIGNER MUST CONFORM TO THE REQUIREMENTS

AVG/MIN AND MAX/MIN UNIFORMITY RATIOS) SHALL BE DETERMINED BY THE PROJECT

PHOTOMETRIC PERFORMANCE CRITERIA: (MAINTAINED HORIZONTAL ILLUMINATION,

BUG RATING, CCT, CRI, PHOTOMETRIC REQUIREMENTS, DISTRIBUTION.) AND THE

LED LUMINAIRE CRITERIA: (LUMEN OUTPUT, LUMINAIRE WATTAGE, INPUT VOLTAGE,

DIMMABLE DRIVER (POWER SUPPLY), FULLY TESTED, AND PRE-WIRED FOR INSTALLATION.

RECEPTACLE WITH ELECTRONIC PHOTOCONTROL OR SHORTING CAP, ELECTRONIC

AWG AC LINES, MINIMUM 10KV SURGE PROTECTION, A 7-PIN PHOTO CONTROL

SHALL HAVE THE FOLLOWING: THREE-HOLE TERMINAL BLOCKS FOR INCOMING #10

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

SHALL HAVE A HOUSING OF ALUMINUM CASTING, CAPABLE OF MOUNTING TO A 2”

(b) LED:

110,000 LUMEN, METAL HALIDE.

DEGREE VERTICAL BEAM NADIR, OR OTHER APPROVED. SHALL BE A MINIMUM OF

PROVIDE A SYMMETRIC PATTERN WITH A MAXIMUM CANDLE POWER OF A 60-65

MAY OPERATE AS AN OPEN OR CLOSED VENTILATED UNIT. THE REFLECTORS SHALL

PEAK LEAD AUTO TRANSFORMER TYPE AT A VOLTAGE OF 480 VOLTS. THE LUMINAIRE

2" BRACKET MOUNTING WITH A 9" INCH LIGHT CENTER. THE BALLAST SHALL BE A

OF A SINGLE PIECE ALUMINUM ALLOY CASTING WITH AN INTEGRAL SLIPFITTER FOR

SHALL BE SUPPLIED WITH HIGH POWER FACTOR BALLAST. SHALL HAVE A HOUSING

(a) 1000 WATT METAL HALIDE:

LUMINAIRES/LAMPS: (4)

MAXIMUM FILL. THE DUCT SIZED SHALL MEET ASTM D3485 (LATEST REVISION).

MINIMUM TENSILE STRENGTH OF 3100 PSI DUCT SIZED TO PROVIDE FOR 40%

FOR SECONDARY CABLE UNDERGROUND SHALL BE POLYETHYLENE DUCT WITH

DUCT:(3)

STANDARD S-105-692 AND LISTED BY UL AS TYPE USE-2 FOR DIRECT BURIAL.

MAXIMUM. MATERIAL SHALL MEET THE APPLICABLE REQUIREMENTS OF ICEA

SHALL BE COPPER SINGLE CONDUCTOR CABLE FOR OPERATION AT 600 VOLTS

(a) SECONDARY CABLE:

B-8 AND ASTM B-33.

SHALL BE STRANDED ANNEALED COPPER MEETING THE REQUIREMENTS OF ASTM

CONDUCTOR:(2)

OF 30 SECOND TIME DELAY AND FAIL IN THE ON MODE.

VARIANCE ON OR OFF. THE PHOTO-ELECTRIC CONTROL SHALL HAVE A MINIMUM

SHALL BE 1.6 FT. C. ON AND 0.4 FT. C. OFF, WITH AN ALLOWABLE 0.5 FT. C

TWIST LOCK MOUNTING, 105 TO 300 VOLT OPERATION. THE OPERATING LEVELS

SHALL BE SOLID STATE TYPE, 1000 W/1800 VA, SINGLE POLE, SINGLE THROW,

PHOTO CELL :(1)

ELECTRICAL MATERIAL:(E)

SHALL BE WEATHERPROOF, TWIST LOCK, 600 VOLT RATED.

SERVICE RECEPTACLE:(8)

VOLT OPERATION.

SHALL BE 15 AMP, SINGLE THROW, DOUBLE POLE, WITH 100 AMP FRAME FOR 480

CIRCUIT BREAKER FOR BASE OF TOWER:(7)

JACKET, OR OTHER APPROVED.

COPPER CONDUCTOR TYPE S.O. CORD WITH CHLORO-SULFONATED POLYETHYLENE

SHALL BE 600 VOLT. #10 AWG THREE CONDUCTOR, STRANDED, EXTRA-FLEXIBLE

TOWER POWER CABLE:(6)

IT SHALL BE EQUIPPED WITH THE APPROPRIATE RECEPTACLES.

TESTING LUMINAIRES WHILE THE LUMINAIRE RING IS IN THE LOWERED POSITION.

A 5' SECTION OF TOWER CABLE SHALL BE PROVIDED FOR EACH TOWER FOR

PROVIDED WITH A CARRYING CASE AND THE NECESSARY SERVICE RECEPTACLES.

AND A SECONDARY VOLTAGE OF 120/240 VOLTS. TRANSFORMER SHALL BE

SHALL BE 1.5 KVA, SINGLE PHASE WITH A PRIMARY VOLTAGE OF 480 VOLTS

STEP DOWN TRANSFORMER: (5)

LOWERING DEVICE.

THE PORTABLE POWER UNIT SHALL BE CAPABLE OF OPERATING THE

POWER UNIT SHALL BE ARRANGED FOR REMOTE CONTROL OPERATIONS.

EQUIPPED WITH A TORQUE LIMITING SAFETY CLUTCH. THE PORTABLE

SHALL BE (1/2) HEAVY DUTY, REVERSIBLE DRILL, U.L. APPROVED, BEING

PORTABLE POWER UNIT: (4)

75

KD

OT G

raphics C

ertified

KDOT Graphics Certified 10-30-2017

75



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LocationPole

LengthDepth L

GENERAL NOTES

Footing is reinforced for pure bending at top by ACI318-63.

Footing size is determined by Research Report 105-3, Design

of Footings for Minor Service Structures, Texas Transportation

Institute.

REINFORCING: All dimensions relative to reinforcing steel are

to center line of bar unless otherwise noted.

EXCAVATION: Footing holes shall be carefully drilled to the

required size at the proper location. All excavation shall be

blend uniformly with the existing surface and as approved by

the Engineer. Immediately before placing any concrete the

the bottom of the hole.

55,000 p.s.i.; Fy(reinf.) = 60,000 p.s.i.; fc' = 4,000 p.s.i.

disposed of within the right-of-way in such a manner as to

CONTRACTOR NOTE: The design of these footings is based on

Contractor shall remove all loose and uncompacted material from

LOADING: A uniform load is determined which will produce

Excavate and cast

footing to neat lines

except top 1'-0" which

is to be formed.

Serial

Number

yield stress at the base of the pole, this load is increased by

25% and the resulting load is considered the ultimate load.

The ultimate load is used to size the footing, 42% of the

ultimate load is used to determine reinforcing.

BACKFILL: All soil used for the backfilling of footing excavation

shall be thoroughly compacted as it is placed. The backfill shall

be brought up to the finished ground line adjacent to footings.

…" spiral

…" S1 Spiral

12-#11 C1 bars

3"

Cl.

3"

Cl.

Depth

12-#11 C1 bars

Neat line of

excavation

3'-0" 3'-0"

{ Footing

Level Level

Original Ground Line

Finished Ground Line

{ Base =

{ Footing

top of footing

Grade 55 Anchor Rod

4"

1• Complete turns

6" pitch

L

3 Spiral spacer bars

(top and bottom)

SECTION A-A

SECTION IN PLACE

ELEVATION

(showing reinf.)

Plan

A A

BY APP'D

C1S1

DATE REVISIONSNO.

STATE

KANSAS

PROJECT NO. YEARSHEET

NO.

TOTAL

SHEETS


DESIGNED

DESIGN CK.

DETAILED

DETAIL CK.

QUANTITIES

QUAN.CK.

APP'DFHWA APPROVAL

CADD

CADD CK.

FOOTING DETAILS

LIGHTING TOWERS

SL159

Install one nut and

washer on bottom

placing concrete.

Note: The fabricator shall furnish an anchor rod

All dimensions are out to out of bars

BENDING DIAGRAMS

ó

the use of Valmont Industries and 3 Holophane No. 1100 Lamps.

If different towers are furnished, the footings shown shall have

to be redesigned. The Contractor shall receive no additional

the redesign.

compensation for any increase in the quantities necessitated by

4.0 ksi or greater.

until a test cylinder achieves a compressive strength of

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

Anchor

Bolt Size(Kips)

Proof Load

DTI

TOWER ATTACHMENT DETAILS Terry L Fleck

1

2

5/11/11 KMP TLFUpdated notes and added DTI info

Specifications.

Installation will adhere to the KDOT Standard

F2437 and provide proof load shown in the table.

with the requirements of the latest edition of ASTM

DIRECT TENSION INDICATORS: DTIs are to comply

Added washer to DTI2/06/13

3

KMP TLF

For all towers

S

= 3' -2"

For all towers

à 12 bolts 2' -8•"

1•" dia.

1' -0"

3' -6"

exposed footing above the ground.

ó Note: The depth of shaft includes the 1'-0" min,

1•"44.1

6/12/13

KMP TLF

4

Updated for 2013 LRFD

P= 5•

"

7-17-2013

†" Bar

ô = "d" +ˆ

2•

" 2•

"

5"

PLATE WASHER

(Galvanized ASTM A709 Gr.50)

DIRECT TENSION INDICATOR (DTI)

Hex. Nut

DTI

Leveling Nut

BASE ð, ANCHOR ROD, ð WASHER AND

Hardened Washer

Base Plate

ð washer

ð washer

1•" dia.

à 12 bolts are

ANCHOR ROD DETAILS

7'-

6" for 1•

" rods

of rod before

Anchor Rod

8ƒ" for 1•" ô

template for the placement of anchor rods.

Anchor Rod

3" for 1•" ô anchor rod,

UNIT STRESSES: Fy(pole) = 55,000 p.s.i.; Fy(anchor rods) =

inches of footing. Refer to Drilled Shaft (Special) Specification.

CONCRETE: Use Grade 4.0 Concrete throughout. Form top twelve

and the latest edition of the American Welding Society.

"Standard Specifications for State Road and Bridge Construction

cut threads are not permitted. Welding shall conform to the

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

ANCHOR RODS: Anchor rods will adhere to KDOT Standard

in .

needed to construct its footing shall be included

PAYMENT: The cost of all material and labor

JPJKMP7/22/17 Cl. & Rebar Dim. Change

typ. Cl.

3•" min.

2'-10ƒ"

38.996750 -99.791747

38.996350 -99.789058

38.995619 -99.786669

38.998306 -99.802253

38.998583 -99.805050

38.999164 -99.807433

38.857881 -98.814947

38.858833 -98.817992

38.859119 -98.815308

38.858247 -98.812422

38.855556 -98.124161

38.856219 -98.126747

38.856722 -98.135867

38.857017 -98.133350

38.856794 -98.130650

38.856283 -98.121408

38.926061 -97.394700

38.927350-97.394481

38.928006 -97.392056

38.924619 -97.397725

37.934215 -97.328607

37.929245 -97.327382

37.932194 -97.328678

37.931275 -97.327042

38.483966 -97.619256

38.481826 -97.619921

38.479083 -97.619427

38.488221 -97.620949

38.483475 -97.621588

38.485852 -97.621330

39.065231 -96.611914

39.065306 -96.614539

39.065450 -96.617181

39.066844 -96.622428

39.066530 -96.620447

39.066978 -96.624772

39.060306 -96.124383

39.060314 -96.118486

39.058603 -96.118531

39.058567 -96.121186

39.058536 -96.124150

100'

'100

100'

100'

100'

100'

100'

100'

100'

'100

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

'100

100'

100'

100'

'100

100'

100'

100'

100'

100'

75'*

75'*

75'*

75'*

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

100'

18' 17' -6"

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"

17' -6"

17' -6"

17' -6"

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

17' -6"18'

39.100147 -100.429206

39.099742 -100.426189

39.099044 -100.423500

39.098792 -100.425819

39.099139 -100.428578

39.099836 -100.431265

39.328631 -101.899939

39.328047 -101.902833

39.328253 -101.908222

39.329425 -101.919502

39.329831 -101.915964

39.329131 -101.912578

Number

Tower

1

2

3

4

5

6

7

8

910

11

12

13

14

15

1617

18

20

22

23

25

26

27

28

29

30

31

33

50

51

35

37

52

53

39

40

41

42

54

55

43

44

45

46

56

57

47

48

49

58

59

19

ç

091L007

091L006

091L005

091L008

091L009

091L010

032L009

032L011

032L013

032L014

032L012

032L010

032L015

032L016

032L017

032L020

032L019

032L018

084L007

084L009

084L010

084L008

027L010

027L011

027L012

027L009

027L008

027L007

085L050

085L049

085L052

040L032

040L035

040L033

040L034

059L035

059L036

059L038

059L039

059L037

059L040

031L036

031L037

031L038

031L033

031L035

031L034

099L020

099L019

099L016

099L017

099L018

085L051

Website (www.ksdot.org - "Doing Business"/"Bidding & Letting"/"Exploratory and Project Reports")

Note: The Foundation Investigation Report for each location is available on the KDOT

CA

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VOID PREVIOUS ISSUE

18'

18'

18'

18'

ç Refer to Lighting Plan Sheets. (No. 57-72)

the bolt configuration shown on this sheet.

* The base plate of the 75' high mast tower shall match

email it back to kdot, even if not bidding. or you may

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