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.
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.
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
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 13 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 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| | | ---------------------------------------------------------------------------
SECTION 04 ELECTRIC LIGHTING ITEMS SITE 3
--------------------------------------------------------------------------- |14 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |15 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- |16 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 3.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 14 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 05 ELECTRIC LIGHTING ITEMS SITE 5
---------------------------------------------------------------------------
| 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| | | ---------------------------------------------------------------------------
SECTION 06 ELECTRIC LIGHTING ITEMS SITE 6
--------------------------------------------------------------------------- |18 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | ---------------------------------------------------------------------------
SECTION 07 ELECTRIC LIGHTING ITEMS SITES 9/10
--------------------------------------------------------------------------- |19 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |20 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 6.00| | | --------------------------------------------------------------------------- |21 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 6.00| | | ---------------------------------------------------------------------------
SECTION 08 ELECTRIC LIGHTING ITEMS SITE 13
--------------------------------------------------------------------------- |22 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |23 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- - CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 15 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 08 ELECTRIC LIGHTING ITEMS SITE 13
---------------------------------------------------------------------------
| 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| | | ---------------------------------------------------------------------------
SECTION 09 ELECTRIC LIGHTING ITEMS SITE 14
--------------------------------------------------------------------------- |25 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |26 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- |27 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 3.00| | | ---------------------------------------------------------------------------
SECTION 10 ELECTRIC LIGHTING ITEMS SITES 17/18
--------------------------------------------------------------------------- |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| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 16 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 11 ELECTRIC LIGHTING ITEMS SITE 21
---------------------------------------------------------------------------
| 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| | | ---------------------------------------------------------------------------
SECTION 12 ELECTRIC LIGHTING ITEMS SITE 22
--------------------------------------------------------------------------- |34 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |35 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- |36 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 3.00| | | ---------------------------------------------------------------------------
SECTION 13 ELECTRIC LIGHTING ITEMS SITES 25/26
--------------------------------------------------------------------------- |37 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |38 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 4.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 17 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 13 ELECTRIC LIGHTING ITEMS SITES 25/26
---------------------------------------------------------------------------
| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |39 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 4.00| | | ---------------------------------------------------------------------------
SECTION 14 ELECTRIC LIGHTING ITEMS SITE 29
--------------------------------------------------------------------------- |40 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |41 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- |42 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 3.00| | | ---------------------------------------------------------------------------
SECTION 15 ELECTRIC LIGHTING ITEMS SITE 30
--------------------------------------------------------------------------- |43 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |44 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 3.00| | | --------------------------------------------------------------------------- |45 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 3.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 18 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 16 ELECTRIC LIGHTING ITEMS SITES 33/34
---------------------------------------------------------------------------
| 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
--------------------------------------------------------------------------- |49 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |50 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 4.00| | | --------------------------------------------------------------------------- |51 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 4.00| | | ---------------------------------------------------------------------------
SECTION 18 ELECTRIC LIGHTING ITEMS (I-135) SITES 4/5
--------------------------------------------------------------------------- |52 |ELECTRIC LIGHTING SYSTEM |LSUM | | | | | | | | | | | | | |025300| | 1.00| | | --------------------------------------------------------------------------- |53 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') (42" CONCRETE | | | | | | |014481|BASE) | 6.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 19 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 18 ELECTRIC LIGHTING ITEMS (I-135) SITES 4/5
---------------------------------------------------------------------------
| LINE/| | UNITS/ | UNIT BID | AMOUNT BID | | ITEM| |ESTIMATED |-IN NUMBERS- |-IN NUMBERS- | |NUMBER|ITEM DESCRIPTION | QUANTITY | DOLLARS |CTS| DOLLARS |CTS| --------------------------------------------------------------------------- |54 |HIGH MAST LIGHT TOWER |EACH | | | | | | |(100') | | | | | | |014493| | 6.00| | | ---------------------------------------------------------------------------
SECTION 19 ITS ITEMS SITE 1
--------------------------------------------------------------------------- |55 |INTELLIGENT |LSUM | | | | | | |TRANSPORTATION SYSTEM | | | | | | |071738| | 1.00| | | ---------------------------------------------------------------------------
SECTION 20 ITS ITEMS SITE 2
--------------------------------------------------------------------------- |56 |INTELLIGENT |LSUM | | | | | | |TRANSPORTATION SYSTEM | | | | | | |071738| | 1.00| | | ---------------------------------------------------------------------------
SECTION 21 ITS ITEMS SITE 3
--------------------------------------------------------------------------- |57 |INTELLIGENT |LSUM | | | | | | |TRANSPORTATION SYSTEM | | | | | | |071738| | 1.00| | | ---------------------------------------------------------------------------
SECTION 22 ITS ITEMS SITE 4
--------------------------------------------------------------------------- |58 |INTELLIGENT |LSUM | | | | | | |TRANSPORTATION SYSTEM | | | | | | |071738| | 1.00| | | ---------------------------------------------------------------------------
- CONTRACTOR Check: 00000000
KANSAS DEPARTMENT OF TRANSPORTATION PAGE: 20 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 23 ITS ITEMS SITE 5
---------------------------------------------------------------------------
| 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| | | ---------------------------------------------------------------------------
SECTION 24 ITS ITEMS SITE 6
--------------------------------------------------------------------------- |60 |INTELLIGENT |LSUM | | | | | | |TRANSPORTATION SYSTEM | | | | | | |071738| | 1.00| | | ---------------------------------------------------------------------------
GRAND TOTAL : $25.00
- CONTRACTOR Check: 00000000
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
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
201710/30/2017
11:0
8
AM
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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
LUMP SUMELECTRIC LIGHTING SYSTEM, SITE 3
HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 3 EACH
HIGH MAST LIGHT TOWER (100'), SITE 3 EACH
3
3
LUMP SUMELECTRIC LIGHTING SYSTEM, SITE 5
LUMP SUMELECTRIC LIGHTING SYSTEM, SITE 6
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
HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 13 EACH
EACH
3
3
ELECTRIC LIGHTING SYSTEM, SITE 13
HIGH MAST LIGHT TOWER (100'), SITE 13
LUMP SUMELECTRIC LIGHTING SYSTEM, SITE 14
HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 14 EACH
HIGH MAST LIGHT TOWER (100'), SITE 14 EACH
3
3
LUMP SUM
EACH
EACH
4
4
ELECTRIC LIGHTING SYSTEM, SITE 17/18
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
LUMP SUMELECTRIC LIGHTING SYSTEM, SITE 22
HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 22 EACH
HIGH MAST LIGHT TOWER (100'), SITE 22 EACH
3
3
LUMP SUM
EACH
EACH
4
4
ELECTRIC LIGHTING SYSTEM, SITE 25/26
HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 25/26
HIGH MAST LIGHT TOWER (100'), SITE 25/26
LUMP SUMELECTRIC LIGHTING SYSTEM, SITE 29
HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 29 EACH
HIGH MAST LIGHT TOWER (100'), SITE 29 EACH
3
3
LUMP SUMELECTRIC LIGHTING SYSTEM, SITE 30
HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 30 EACH
HIGH MAST LIGHT TOWER (100'), SITE 30 EACH
3
3
LUMP SUM
EACH
EACH
ELECTRIC LIGHTING SYSTEM, SITE 33/34
HIGH MAST LIGHT TOWER (100'), SITE 33/34
HIGH MAST LIGHT TOWER (100')(42" CONCRETE BASE), SITE 33/34
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
HIGH MAST LIGHT TOWER (75')(42" CONCRETE BASE), SITE 17/18
HIGH MAST LIGHT TOWER (75'), SITE 17/18
DATE - November 1st, 2017
NEW SHEET - Released by addendum
VOID PREVIOUS ISSUE
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STATE
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
201710/25/2017
02:4
2 P
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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.
KANSAS DEPARTMENT OF TRANSPORTATION
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.
DATE - November 1st, 2017
NEW SHEET - Released by addendum
VOID PREVIOUS ISSUE
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STATE
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
201710/25/2017
02:4
2 P
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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
2/C #8 AWG DUCT W/GND
CIRCUIT WB-1
2/C #8 AWG DUCT W/GND
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
PULL BOX (BY OTHERS)
SEE NOTE 1
LIGHTING ENCLOSURE (BY OTHERS)
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
2/C #8 AWG DUCT W/GND
CIRCUIT EB-1
SEE NOTE 4
IN 3" CONDUIT (BY OTHERS)
INSTALL 2/C #8 AWG DUCT W/GND
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:
DATE - November 1st, 2017
NEW SHEET - Released by addendum
VOID PREVIOUS ISSUE
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STATE
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
201710/25/2017
02:4
2 P
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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
2/C #8 AWG DUCT W/GND
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
2/C #8 AWG DUCT W/GND
CIRCUIT 1
2/C #8 AWG DUCT W/GND
CIRCUIT 1
44
43
(GEARY COUNTY)
MAIN BREAKER 100 AMP
20 AMP*CIRCUIT NO. 2
SEE NOTE 1
LIGHTING ENCLOSURE (BY OTHERS)
SEE NOTE 1
PULL BOX (BY OTHERS)
TYPICAL WIRING LAYOUT
240 V.
POSITIVE
POSITIVE
GROUND
LIGHTING ENCLOSURE SCHEDULE
SEE NOTE 3
IN 3" CONDUIT (BY OTHERS)
INSTALL 2/C #8 AWG DUCT W/GND
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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STATE
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
201710/30/2017
11:4
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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
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031L033
085L052
085L051
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085L049
027L012
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027L007
084L009
084L007
084L010
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032L013
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032L009
091L010
091L009
091L008
091L005
091L006
091L007
1
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1
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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
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DATE - November 1st, 2017
NEW SHEET - Released by addendum
VOID PREVIOUS ISSUE
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STATE
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
201710/25/2017
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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.
KANSAS DEPARTMENT OF TRANSPORTATION
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
DATE - November 1st, 2017
NEW SHEET - Released by addendum
VOID PREVIOUS ISSUE
Desig
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STATE
KANSAS
PROJECT NO. YEARTOTAL
SHEETSSHEET NO.
201710/30/2017
09:2
5
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106 KA-4235-25 98
XX
XX
Std.
Base
File:
$$$$$$$$$$$$
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SL159.d
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Plot
Date:
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
KANSAS DEPARTMENT OF TRANSPORTATION
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
Dconform C
ertify T
his File
CADconform Certify This File
106 KA-4235-25 2017 9876
76
DATE - November 1st, 2017
NEW SHEET - Released by addendum
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